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2017-09-26 CC Agenda
0, Q City of Farmers Branch Farmers Branch City Hall ` a 7 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Meeting Agenda -Final BRANCH City Council Tuesday, September 26, 2017 6:00 PM Council Chambers Study Session Meeting to be held at 3:00 PM in the Study Session Room A. STUDY SESSION A.1 17 -569 Discuss regular City Council meeting agenda items. A.2 TMP -2358 Receive a report from Michael Hurtt with Dallas Central Appraisal District (DCAD). A.3 TMP -2349 Discussion regarding the future of the Farmers Branch Historical Park. AA TMP -2359 Discuss upcoming City Council meeting dates. A.5 17 -556 Discuss agenda items for future City Council meetings. B. CALL TO ORDER C. INVOCATION & PLEDGE OF ALLEGIANCE D. CEREMONIAL ITEMS D.1 TMP -2232 Recognition of Farmers Branch Fire Department Medic 133 and Carrollton Engine 115 for their actions in saving the life of a cardiac arrest victim on May 23, 2017. D.2 TMP -2356 Recognition of City Employees who provided service to the residents of the Gulf Coast who were impacted by Hurricane Harvey. D.3 TMP -2351 Consider accepting a Government Certificate of Merit award from Keep Texas Beautiful on behalf of Community Waste Disposal for the City's implementation of a curbside recycling collection program, and take appropriate action. E. REPORT ON STUDY SESSION ITEMS F. MAYOR AND CITY MANAGER'S REPORT ON ITEMS OF COMMUNITY INTEREST City of Farmers Branch Page 1 Printed on 912112017 City Council Meeting Agenda - Final September 26, 2017 Pursuant to Section 551.0415 of the Texas Government Code, the City Council or City Administration may report information on the following items: 1) expression of thanks, congratulations or condolences, 2) information about holiday schedules, 3) recognition of individuals, 4) reminders about upcoming City events, 5) information about community events, and 6) announcements involving an imminent threat to public health and safety. G. CITIZEN COMMENTS This agenda item provides an opportunity for citizens to address the City Council on any matter that is not posted on the agenda. Anyone wishing to address the City Council should complete a Citizen Comments Registration Card and submit it to the City Secretary or City Administration prior to the start of the City Council meeting. There is a three (3) minute time limit for each citizen to speak. Anyone wishing to speak shall be courteous and cordial. No disparaging or inflammatory remarks directed at any member of the City Council or City staff will be allowed. The City Council is not permitted to take action on any subject raised by a speaker during Citizen Comments. However, the City Council may have the item placed on a future agenda for action; refer the item to the City Manager and /or City Administration for further study or action; briefly state existing City policy; or provide a brief statement of factual information in response to the inquiry. H. CONSENT AGENDA H.1 17 -571 Consider approving minutes of the regular City Council meeting held on September 12, 2017; and take appropriate action. H.2 17 PL -005 Consider approving a request from Barn Riverside Park, LP for final plat approval of Riverside Park Addition, Lot 1, Block 1; and take appropriate action. H.3 R2017 -102 Consider approving Resolution No. 2017 -102 nominating Michael Hurtt as a Candidate for Election to the Board of Directors of the Dallas Central Appraisal District (DCAD); and take appropriate action. H.4 R2017 -103 Consider approving Resolution No. 2017 -103 Authorizing the City Manager to execute an interlocal agreement between the City of Farmers Branch and Dallas County for household hazardous waste disposal; and take appropriate action. H.5 R2017 -106 Consider approving Resolution No. 2017 -106 allowing a "Temporary Carnival" per Ordinance No. 1770 for the Mary Immaculate Catholic Church Annual Parish Fall Festival, located at 2800 Valwood Parkway, to be held on October 6, 2017 and October 7, 2017; and take appropriate action. City of Farmers Branch Page 2 Printed on 912112017 City Council Meeting Agenda - Final September 26, 2017 H.6 R2017 -107 Consider approving Resolution No. 2017 -107 for a Detailed Site Plan for a medical office and rehabilitation clinic on a 3.38 -acre site located at 13000 Josey Lane; and take appropriate action. H.7 R2017 -110 Consider approving Resolution No. 2017 -110 awarding bids and authorizing the City Manager to execute multiple contracts for various trades and construction work related to Phase B facility improvements and security upgrades at the Justice Center; and take appropriate action. H.8 R2017 -112 Consider approving Resolution No. 2017 -112 authorizing the City Manager to negotiate and enter into an agreement with TriTech Software Systems in an amount not to exceed $127,159 to upgrade the police department's record management system; and take appropriate action. H.9 R2017 -114 Consider approving Resolution No. 2017 -114 authorizing the City Manager to execute a Master Interlocal Agreement with Dallas County for reimbursement of road maintenance funds relative to the Dallas County's Road and Bridge Project Fund; and take appropriate action. I. PUBLIC HEARINGS 1.1 ORD -3467 Conduct a public hearing and consider adopting Ordinance No. 3467 Prohibiting the Use of and Contact with Designated Groundwater Beneath 16± Acres of Land Generally Located at 4707 Alpha Road to Facilitate Certification of a Municipal Setting Designation by the Texas Commission On Environmental Quality; and take appropriate action. 1.2 ORD -3468 Conduct a public hearing and consider adopting Ordinance No. 3468 for a Specific Use Permit for a warehousing and distribution facility on a 9.25 acre lot located at 2001 LBJ Freeway and take appropriate action. The City Council may convene into executive session at anytime during the Study Session or Regular Session pursuant to Texas Government Code Section 551.071(2) for the purpose of seeking confidential legal advice from the City Attorney on any regular or study session agenda item. J. REGULAR AGENDA ITEM J.1 17 -585 Discuss the Farmers Branch Creek Watershed Study performed by Freese and Nichols. City of Farmers Branch Page 3 Printed on 912112017 City Council Meeting Agenda - Final September 26, 2017 K. EXECUTIVE SESSION K.1 17 -584 Council may convene into a closed executive session pursuant to Section 551.071 (1) and (2): • Consultation with City Attorney regarding status of State of Texas vs. Jeff Fuller and Resolution regarding the naming of City Park Facilities. Council may convene into a closed executive session pursuant to Section 551.072 of the Texas Government Code to deliberate regarding: • Discuss the purchase, exchange, lease, or sale of real properties located at the following: 12904 Holbrook, 12923 Wilmington, and 13005 Wilmington. Council may convene into a closed executive session pursuant to Section 551.087 of the Texas Government Code to deliberate regarding: • Discuss Economic Development Incentives for Project Parks. L. TAKE ANY ACTION NECESSARY AS A RESULT OF THE CLOSED EXECUTIVE SFSSI0N M. ADJOURNMENT Farmers Branch City Hall is wheelchair accessible. Access to the building and special parking are available at the main entrance facing William Dodson Parkway. Persons with disabilities planning to attend this meeting who are deaf, hearing impaired or who may need auxiliary aids such as sign interpreters or large print, are requested to contact the City Secretary at (972) 919 -2503 at least 72 hours prior to the meeting. Certification I certify that the above notice of this meeting was posted at least 72 hours prior to the scheduled meeting time, in accordance with the Open Meetings Act, on the bulletin board at City Hall. Posted by: City Secretary Date posted: City of Farmers Branch Page 4 Printed on 912112017 izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: A.1 City of Farmers Branch Staff Report File Number: 17 -569 Version: 1 Discuss regular City Council meeting agenda items. Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Study Session File Type: Report City of Farmers Branch Page 1 Printed on 912112017 izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: A.2 City of Farmers Branch Staff Report File Number: TMP -2358 Version: 1 Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Study Session File Type: Report Receive a report from Michael Hurtt with Dallas Central Appraisal District (DCAD). BACKGROUND: Mr. Michael Hurtt is seeking a re- nomination to serve as a Board of Director for the Dallas County Appraisal District. Mr. Hurtt will provide City Council with an update regarding Dallas Central Appraisal District and answer any questions. ATTACHMENTS: 1. Michael Hurtt Biography City of Farmers Branch Page 1 Printed on 912112017 Michael Hurtt (Biography) Michael Hurtt came to Dallas from Casper, Wyoming in 1971. Graduated from Mortuary Science College, and has been in this area ever since. He was elected to the DeSoto City Council in May of 1998, and served as Mayor Pro Tern those three years. He was elected Mayor in 2001, and again in 2004. He was the seated Mayor when DeSoto was recognized for the ALL AMERICA CITY Award in 2006. He has served as council liaison to the DeSoto Economic Development Corporation, the Arts Commission, and Keep DeSoto Beautiful, a commission he founded in DeSoto. He also served on the North Texas Commission Board of Directors. Recently the 31 suburban cities elected him to the Dallas County Appraisal District Board of Directors for a second two year term. He also serves as Vice - Chairman of the DeSoto Economic Development Corporation. Mr. Hurtt was recently appointed to the Advisory Board for Methodist Charlton Hospital for a three year term. Mr. Hurtt was a member of the executive board of directors of the Dallas Zoological Society. He also served on Tex -21, the U.S. Conference of Mayors, and the National League of Cities. He was vice president of the Medical Center of Lancaster Hospital Board of Directors, and served on the board of Compass Hospital. In the past, Mr. Hurtt has served on the DeSoto Park Board, Strategy 2000, and the Charter Review Committee. He was also the chairman of the DeSoto Chamber of Commerce and the Best Southwest Chamber Partnership, past president of the DeSoto Rotary Club and the North Texas Funeral Directors Association. Mr. Hurtt and his wife Marilyn have lived in DeSoto since 1988 and have two grandchildren. He is the owner of West / Hurtt Funeral Home in DeSoto since 1988. izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: A.3 City of Farmers Branch Staff Report File Number: TMP -2349 Version: 1 Discussion regarding the future of the Farmers Branch Historical Park. Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Study Session File Type: Report BACKGROUND: Staff will present information about future opportunities for the Historical Park. The Historical Preservation and Restoration Board will be in attendance and will be available to answer questions. ATTACHMENTS: 1. Historical Park PPT City of Farmers Branch Page 1 Printed on 912112017 FUTURE *I lakwao �i - f- �: f• kr { �,. .� � I' I \ --- - - . - - - • k-- � - � i,. • - ` -,�. _, �. �� � 1 P9.. �I ` •.� � , ��� � � ����� OPPORTUNITIES "',. =s,� k A 0 l� s- J �F 1yY! �ra�rrr Q T- BERMAN • HENHEID ww �. RAINS WID1 6REEHSWT-l6RR[ Ct. -,a, .AL WCHAEL CURTII 4 17"1 ILL ism q � I izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: A.4 City of Farmers Branch Staff Report File Number: TMP -2359 Version: 1 Discuss upcoming City Council meeting dates. Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Study Session File Type: Report BACKGROUND: At the September 12, 2017 City Council meeting, Mayor Dye recommended City Council meet on months that a fifth Tuesday occurs to discuss future direction of the City Council. The following (5th Tuesday) dates are available for discussion: • January 30, 2018 • May 29, 2018 • July 31, 2018 • October 30, 2018 ATTACHMENTS: 1. 2018 Calendar City of Farmers Branch Page 1 Printed on 912112017 January 2018 Sunday Monday Tuesday Wednesday Thursday Friday Saturday Saturday 1 2 CC Mtg. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CC Mtg. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 28 February 2018 Sunday Idl Monday i Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 CC Mtg. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 CC Mtg. 21 22 23 24 25 26 27 28 2018 Calendar Template © calendarlabs.com 2018 Calendar Template © calendarlabs.com March 2018 Sunday Monday Tuesday Wednesday Thursday Friday Saturday Saturday 1 2 3 CC Mtg. 1 2 3 4 5 6 CC Mtg. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 CC Mtg. 21 22 23 24 25 26 27 28 29 30 31 April 2018 Sunday Idl Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 CC Mtg. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 CC Mtg. 18 19 20 21 22 23 24 25 26 27 28 29 30 2018 Calendar Template © calendarlabs.com 2018 Calendar Template © calendarlabs.com May 2018 Sunday Monday Tuesday Wednesday Thursday Friday Saturday Saturday 1 CC Mtg. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CC Mtg. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 CC Mtg.* 30 31 28 29 30 June 2018 Sunday Idl Monday Tuesday Wednesday Thursdaylff Friday Saturday 1 2 3 4 5 CC Mtg. 6 7 8 9 10 it 12 13 14 15 16 17 18 19 CC Mtg. 20 21 22 23 24 25 26 27 28 29 30 2018 Calendar Template © calendarlabs.com 2018 Calendar Template © calendarlabs.com July 2018 Sunday Monday Tuesday Wednesday Thursday 11 Friday Saturday 1 2 3 CC Mtg. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 CC Mtg. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 CC Mtg.* 28 29 30 31 August 2018 Sunday Idl Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 CC Mtg. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 CC Mtg. 22 23 24 25 26 27 28 29 30 31 2018 Calendar Template © calendarlabs.com 2018 Calendar Template © calendarlabs.com September 2018 Sunday Monday Tuesday Wednesday Thursday Friday Saturday Saturday 1 2 CC Mtg. 3 4 1 2 3 4 CC Mtg. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 CC Mtg. 19 20 21 22 23 24 25 26 27 28 29 30 October 2018 Sunday Monday Tuesday Wednesday Thursdaylff Friday Saturday 1 2 CC Mtg. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CC Mtg. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 CC Mtg.* 31 2018 Calendar Template © calendarlabs.com 2018 Calendar Template © calendarlabs.com November 2018 Sunday Monday Tuesday Wednesday Thursday Friday Saturday Saturday 1 2 3 4 5 6 CC Mtg. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 CC Mtg. 21 22 23 24 25 26 27 28 29 30 28 29 30 31 December 2018 Sunday Idl Monday Tuesday Wednesday ThursdayIN Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 CC Mtg. (mid -month One mtg.) 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2018 Calendar Template © calendarlabs.com 2018 Calendar Template © calendarlabs.com izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: A.5 City of Farmers Branch Staff Report File Number: 17 -556 Version: 1 Discuss agenda items for future City Council meetings. Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Study Session File Type: Report City of Farmers Branch Page 1 Printed on 912112017 ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: TMP -2232 Agenda Date: 9/26/2017 Version: 1 Status: Ceremonial In Control: City Council File Type: Ceremonial Agenda Number: D.1 Recognition of Farmers Branch Fire Department Medic 133 and Carrollton Engine 115 for their actions in saving the life of a cardiac arrest victim on May 23, 2017. On May 23, 2017 Farmers Branch Fire Department Medic 133 and Carrollton Fire Rescue Engine 115 were dispatched to an unconscious person at the 1300 block of Champion Circle in Carrollton Texas. On arrival, Medic 133 found a male patient unconscious on the ground with labored breathing. A few movements later the patient went into cardiac arrest. CPR was initiated, and the cardiac monitor showed that the patient was in ventricular fibrillation. This heart rhythm requires immediate defibrillation and administration of anti - arrhythmic medications. Multiple rounds of medication and defibrillation were delivered while in -route to Las Colinas Medical Center. When M 13 3 arrived at the Las Colinas ER the patient had converted into a sinus rhythm that generated a weak radial pulse. At the hospital the EKG showed Left Anterior Fascicular Block, Anterior ST Elevation and Lateral ST Depression. The on -duty Cardiologist was notified and the recommendation to NOT go to Cath lab due to prolonged down time was made. Patient was admitted to ICU and was placed on Artic Sun patient cooling system. The Patient was also treated for possible aspiration pneumonia along with having an elevated White Blood Cell count. On June 1 st the Patient was stable enough to go to the Cath Lab where Cardiologists found diffuse moderate stenosis of 30 - 50% in the both the Left and right Coronary Arteries. No stents were required and the recommendation from the Cardiologist was for medical therapy of moderate diffuse 3- vessel coronary disease with moderate ischemic cardiomyopathy. On June 2nd the Patient was discharged home to his family. At tonight's Council Meeting, Las Colinas Medical Center will recognize Farmers Branch Fire Department Firefighter/Paramedics Isaac Chan and Jacob Little (Medic 133) and Captain Matthew Graham, Apparatus Operator Lynn Harpold, and Second Apparatus Operator Stephen Crawford of Carrolton Fire Rescue's E -115. The joint Carrollton and Farmers Branch response that produced this exceptional outcome is a direct result of the Automatic Aid agreement in -place between our cities, and the creation of the North Texas City of Farmers Branch Page 1 Printed on 912112017 File Number: TMP -2232 Emergency Communications Center by Addison, Carrollton, Coppell and Farmers Branch. City of Farmers Branch Page 2 Printed on 912112017 ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: TMP -2356 Agenda Date: 9/26/2017 Version: 1 Status: Ceremonial In Control: City Council File Type: Report Agenda Number: D.2 Recognition of City Employees who provided service to the residents of the Gulf Coast who were impacted by Hurricane Harvey. As Hurricane Harvey began impacting the gulf coast, City staff began preparing to support the State of Texas's response to this massive natural disaster. The city received and deployed assets to multiple STAR (State of Texas Assistance Request) requests for aid from The Texas Department of Emergency Management, Texas Intrastate Fire Mutual Aid System and the North Texas Trauma Regional Advisory Council's Emergency Medical Task Force. Emergency Management staff coordinated the multiple response requests in partnership with the City Manager's Office and the Finance Department to ensure that all city costs were accounted for and eligible for reimbursement. Supporting the City of Dallas's Mega Shelter, the Police Department staffed an officer 24 hours a day as part of the facilities security detail, and Parks and Recreation staff worked in the Shelter serving the displaced residents of Houston and Beaumont. The Fire Department deployed a Fire Engine to the coast, and over three weeks, three different crews' assisted in providing fire protection to the City of Rockport. A Fire Department ambulance and crew spent 7 days supporting the Medical group at the City of Houston Mass Shelter at NRG Stadium. Finally, three City employees, Driver/Paramedic Terry Evans, Police Officer Jason Griego and Detention Officer Andrew Heike were deployed with the their National Guard Units to assist with Search & rescue operations tied to the mass flooding in Houston. City of Farmers Branch Page 1 Printed on 912112017 izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: D.3 City of Farmers Branch Staff Report File Number: TMP -2351 Version: 1 Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Ceremonial File Type: Ceremonial Consider accepting a Government Certificate of Merit award from Keep Texas Beautiful on behalf of Community Waste Disposal for the City's implementation of a curbside recycling collection program, and take appropriate action. BACKGROUND: Each year Keep Texas Beautiful recognizes outstanding contributions to the Texas environment made by government departments, divisions or agencies. In April 2016, the City transitioned from a residential recycling drop-off program to a curbside collection system, resulting in some 1,670 tons of recyclable material being collected and diverted from the landfill. Through a nomination from Community Waste Disposal (CWD), Keep Texas Beautiful has awarded the City of Farmers Branch with a Government Certificate of Merit for outstanding efforts in waste minimization. City of Farmers Branch Page 1 Printed on 912112017 izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: H.1 City of Farmers Branch Staff Report File Number: 17 -571 Version: 1 Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Consent Agenda File Type: Minutes Consider approving minutes of the regular City Council meeting held on September 12, 2017; and take appropriate action. City of Farmers Branch Page 1 Printed on 912112017 City Council Minutes September 12, 2017 �,O\�� City of Farmers Branch City Council Minutes \ 3 p.m. Study Session FARMERS 6 p.m. Regular Meeting BRANCH Farmers Branch City Hall Tuesday, September 12, 2017 13000 William Dodson Pkwy Council Chambers Farmers Branch,TX 75234 Presiding: 1 - Mayor Robert C. Dye Present: 5- Mayor Pro Tern John Norwood, Deputy Mayor Pro Tern Mike Bomgardner, Council Member Ana Reyes, Council Member Bronson Blackson, Council Member Terry Lynne Staff: - Charles Cox, City Manager; John Land, Deputy City Manager; Amy Piukana, City Secretary; Braden Metcalf, City Attorney; Benjamin Williamson, Assistant to the City Manager; Tom Bryson, Communications Director; David Hale, Police Chief; Andy Gillies, Community Services Director; Marc Bentley, Public Works Director; Steve Parker, Fire Chief; Brian Beasley, Human Resources Director; Sherrelle Evans - Jones, Finance Director; Allison Cook, Economic Development Director, Kevin Muenchow Fleet and Facilities Director; Shane Davis, Sustainability & Public Health Director; Katy Evans, Public Health Manager A. STUDY SESSION Mayor Dye called the Study Session meeting to order 3:00 p.m. A.1 17 -533 Discuss regular City Council meeting agenda items. Deputy Mayor Pro Tern Bomgardner asked for clarification regarding F.5, (DCAD appointment), asking what the position does for Farmers Branch. Council Member Lynne requested Mr. Hurtt attend the next meeting. Mr. Cox provided an explanation on how the appraisal district works, and stated he would invite Mr. Hurtt to the next City Council meeting to provide an update. The City Council agreed to remove F.5, (DCAD) off the Consent Agenda and tabled until the next meeting. Deputy Mayor Pro Tern Bomgardner asked why F.13 (Site Plan Multi Family) was listed under the Consent agenda and asked for clarification on the masonry requirement. Mr. Cox explained the item was placed on Consent since it was non - controversial and unanimously approved by the Planning and Zoning Commission. 1 City Council Minutes September 12, 2017 Council Member Blackson recommended the Planning and Zoning Commission minutes be included in the City Council packet. Interim Director of Community Services, Alexis Jackson agreed to insert the Planning and Zoning minutes with the Council packet. She further stated Council approved through Ordinance No. 3452 (PD -80), which requires 50% masonry. She noted this submittal meets the current requirements and is a high quality product. Council Member Lynne asked for clarification regarding, F.7 (North Dallas County Water Supply), budget numbers and audit fees. Mr. Cox explained the history, setup and budget of the North Dallas Water Supply Corporation. Deputy Mayor Pro Tern Bomgardner asked for clarification regarding Agenda Item G.1, Municipal Setting Designation (MSD) for the property located at 1880 Valley View Lane. The Environmental Services Manager Katy Evans explained this is a new MSD application seeking a resolution of support from Council for the MSD application to the Texas Commission on Environmental Quality. She noted a detailed presentation would be provided during the regular portion of the meeting. A.2 TMP -2301 Discuss the City Manager's balanced budget and organizational funding requests related to the adoption of the Farmers Branch 2017 -18 Fiscal Year budget. The Finance Director Sherrelle Evans -Jones briefed City Council regarding this item. Ms. Evans -Jones provided a PowerPoint update on the 2016 -17 Budget, and an update to the 2017 -18 Utility Rate Structure. She noted a 15% increase of Water & Sewer rates is necessary to pay for increased cost of services with the TRA and Dallas Water Utilities and will bring the Water & Sewer fund to financial solvency. She reviewed the area cities sewer base rates, and Tier One sewer rates. She explained an updated proposal for Water & Sewer rates suggests not adding a 15% across the board rate increase, but to add a new tier for sewer consumption levels over 10,000 gallons and have a residential sewer capped at 10,000 gallons. She further stated based on the management analysis of consumption trends, the new tier (greater than 10,000 gallons) and a 10% rate increase produces the same financial results as a 15% across the board increase. Key Highlights of 2016 -17 General Fund Include: • Employee Clinic Land Sale Proceeds - $1 M • Property Tax Revenue — ($475K) • Refuse Services Revenue — ($470K) • Court Revenues — ($415K) • Franchise Fees — ($199K) • Sales & Use Tax Revenue - $158K • Personnel and Contingency Reserve Savings - $155K • City of Lewisville Host Fee - Expense Reduction - $125K • Interest and Insurance Recovery Income - $70K Key Highlights of 2016 -17 Water & Sewer Fund Include: • Water Operations Expense Decrease - $440K • Delay in the implementation of TRA Costs • Water Service Revenue Decrease — ($186K) • Decrease in Residential Water Usage City Council Minutes September 12, 2017 Key Highlights of 2016 -17 Hotel /Motel Fund Include: • Hotel /Motel Occupancy Tax — ($100K) • Historic Park Expenses — ($88K) • Personnel changes • Gilbert House Foundation Study The City Council discussed the pass through cost, consumption, and the water sewer fund balance. Deputy Mayor Pro Tern Bomgardner asked what percentage of water users fall into the Tiers. Ms. Evans Jones stated she would research and provide that percentage at a future date. Ms. Evans Jones reviewed 2016 -17 Budget, with Key Highlights of 2017 -17 General Fund which includes: Employee Clinic Land Sale Proceeds $1 mill Property Tax Revenue ($475k) Refuse Services Revenue ($470k) Court Revenues (470K) Franchise Fees ($199k) Sales and Use Tax Revenue $158k Personnel and Contingency Reserve Savings $155k City of Lewisville Host Fee Expense reduction $125k Interest and Insurance Recovery Income - $70k Ms. Evans Jones reviewed the estimated fund balance 48,363,663 which is within target range. Ms. Evans Jones provided key highlight of the 2016 -17 Water & Sewer Funds: Water operations expense decrease $440k Delay in the implementation of TRA costs Water Service Revenue Decrease ($186k) Decrease in Residential Water Usage Hotel Motel Occupancy Tax (100K) Historic Park expenses (88k) Personnel changes Gilbert House Foundation Study Council Member Reyes asked why the Hotel Motel Occupancy Tax declined. Mr. Land explained these fluctuate depending on Corporate travel changes and noted City Staff is monitoring. Deputy Mayor Pro Tern Bomgardner stated he researched surrounding cities, and reviewed their population and Police budgets, noting we have higher per capita expense compared to other cities. Council Member Blackson suggested delaying the hiring of additional Police Officers six months to a year to allow for more Development to occur. Chief Hale spoke stating he is currently down two Police officers today, and his goal is to stay fully staffed. The City Council discussed commercial vs. residential services, training of new officers, City Council Minutes September 12, 2017 other ways to cut costs such as reviewing how prisoners are housed. Mayor Dye explained a majority of calls come from apartment dwellings. He further stated with additional multi family developments, additional Police is necessary. He stated this subject could be revisited again in the future. Deputy Mayor Pro Tern Bomgardner stated in his opinion, less crime occurs in Brookhaven. He stated response times are good, we could delay this and give back to our senior residents. Council Member Blackson recommended an increase to the Senior exemptions. Council Member Reyes explained it takes a year to train and new Police Officer, with an increase in homes and multi family, she stated we must support the Police Chief's request for additional staff and to create an additional Police Beat. Chief Hale stated he is concerned with density of the multifamily and the consideration of west side construction. He further stated that Brookhaven is an inner community, with its location, and new construction is located near Freeways, which gives thieves easy access. Mayor Pro Tern Norwood stated City Council reviewed the proposal two weeks ago and agreed to establish Beat 7. He further stated the City Council needs set guidelines and provide the City Manager with an amount so he is able to review the budget, make cuts and provide recommendations. Council Member Lynne and Council Member Blackson both suggested having budget retreats in the future and not having these discussions during Study Session. Mayor Pro Tern Norwood suggested beginning budget discussions as early as November to review services and amenities. He further stated the council could review staffing levels. Mr. Cox stated City Council could provide staff with a certain percentage of the budget they wish to cut and staff could diversify through user fees. He stated Staff could provide recommendations to Council. Mayor Pro Tern Norwood suggested setting funds aside for Police and doing the actual hiring at midyear. The City Council agreed to move forward with this year's budget and meet with staff beginning in November to review next year's budget. Mayor Dye recessed from Study Session at 5:38 p.m. CALL TO ORDER Mayor Dye called the regular meeting to order at 6 p.m. B. INVOCATION & PLEDGE OF ALLEGIANCE Deputy Mayor Pro Tern Bomgardner provided the invocation and led the Pledge of Allegiance and Pledge to the Texas Flag. C. REPORT ON STUDY SESSION ITEMS Council Member Lynne provided a report on Study Session items. 4 City Council Minutes September 12, 2017 D. CITY MANAGER AND MAYOR'S REPORT AND ITEMS OF COMMUNITY INTEREST Mayor Dye spoke stating tonight we are starting a new program during our regular Council meetings that aligns with items of community interest, which is our schools. He stated, we're going to share our schools' successes from students, to teachers, to programs, to innovations that's driving our educational institutions to succeed and improve each day. He further stated the narrative needs to change, and we're here to help craft a new narrative from the inside out. Mayor Dye provided the following report on community interests: • CFB schools were actively out in the community working along side Metroccrest Services enrolling displaced Hurricane Harvey kids. • Vivian Field middle school received a grant for technology instruction from Google. • Timothy Isaly who served a an Assistant Principal at Newman Smith and worked closely with Newman Smith's Business Academy is the new principal over the Early College High School program. • The District PTA Council received the top two National PTA awards for advocacy and diversity in 2017. • CFB has been named one of the 100 best communities for music education for ten years in a row. • City Manager Charles Cox announced the following items of community interest: • The City Manager provided the following report: The Mayor and City Council will host a series of Town Hall Meetings on the proposed bond issues, beginning this week on Thursday, at 7 p.m. here at City Hall and continuing until the start of early voting in October. For a full schedule of meetings and other information on the bond proposals, please visit votefbtx.com or call 972.247.3131. • The Manske Library's Sunset Movies will present the classic 1984 film "Ghostbusters" on Saturday, September 16 at the Library's outdoor amphitheater. Showtime is sundown. • Also, this weekend the Farmers Branch Historical Park presents "Encounters from the Past" interactive tours of historic Keenan Cemetery. Tickets are $5 per person with free admission for kids ages 6 and under. Visit fbcemeterytours.com for more information. • Date Night in the Park returns to the Farmers Branch Historical Park on Saturday, September 23. Gates open at 5:30 p.m. and admission is free. The meadow will be lined with food trucks while the "Midnight River Choir" provides live music. After dark, the 2017 hit movie, "The Big Sick" will be shown on the outdoor screen. Go to fbspecial events. com for more. • You can sign up for eNews at farmers bra nchtx.gov to have current City news and information delivered directly to your eMail box. E. CITIZEN COMMENTS There were no citizens that wished to speak. City Council Minutes September 12, 2017 F. CONSENT AGENDA F.1 17 -557 Consider approving minutes of the regular City Council meeting held on August 15, 2017 and the Special Called City Council meeting hied on August 29, 2017; and take appropriate action. F.2 17 -573 Consider excusing the absence of Council Member Reyes; and take appropriate action. F.3 R2017 -097 Consider excusing the absence of Council Member Blackson from the August 29, 2017 Special Called City Council meeting; and take appropriate action. F.4 R2017 -104 Consider approving Resolution No. 2017 -104 authorizing a contract amendment with The Firehouse Theatre; and take appropriate action. F.5 R2017 -102 Consider approving Resolution No. 2017 -102 nominating Michael Hurtt as a Candidate for Election to the Board of Directors of the Dallas Central Appraisal District (DCAD); and take appropriate action. (This item was tabled.) F.6 R2017 -099 Consider approving Resolution No. 2017 -099 maintaining the City's investment policy; and take appropriate action. F.7 R2017 -098 Consider approving Resolution No. 2017 -098 approving the 2017- 18 operating budget of the North Dallas County Water Supply Corporation; and take appropriate action. F.8 R2017 -105 Consider approving Resolution No. 2017 -105 establishing a Charter Review Committee and establishing Charter Review Committee guidelines; and take appropriate action. F.9 ORD -3466 Consider adopting Ordinance No. 3466, repealing texting while driving in Section 82 -22 of the Code of Ordinances; and take appropriate action. F.10 ORD -3469 Consider adopting Ordinance No. 3469, amending the City of Farmers Branch Subdivision Ordinance 1430, Sections 6,7,8 and Appendix A of the Code of Ordinances relating to plat application fees; and take appropriate action. F.11 ORD -3463 Consider adopting Ordinance No. 3463 amending the Farmers Branch Code of Ordinances, Appendix A — Fee Schedule, Section 30 -33; and take appropriate action. F.12 ORD -3472 Consider adopting Ordinance No. 3472 amending the Code of Ordinances, Appendix A, Fee Schedule, Section 50 -41 by adding a Fee for designated space at Farmers Branch for Select Soccer and amending the Historical Park Facility Rental Fees; and take appropriate action. City Council Minutes September 12, 2017 F.13 ORD -3460 Consider adopting Ordinance No. 3460 approving the 2017 tax roll certified by the Dallas Central Appraisal District; and take appropriate action. F.14 ORD -3460 Consider adopting Ordinance No. 3460 approving the Tax Roll certified by the Dallas Central Appraisal District; and take appropriate action. Mayor Pro Tern Norwood made a motion to approve Consent Items F.1 through F.14, with the exclusion of F.5, (Resolution No. 2017 -102 was tabled). Motion seconded by Council Member Blackson. Motion prevailed by the following vote: Aye: 5 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson, Council Member Lynne G. PUBLIC HEARINGS G.1 ORD -3456 Consider a public hearing and consider adopting Ordinance No. 3456 prohibiting the Use of and Contact with Designated Groundwater Beneath 59.49± Acres of Land Generally located at 1880 Valley View Lane to Facilitate Certification of a Municipal Setting Designation by the Texas Commission On Environmental Quality; and take appropriate action. Public Health Manager Katy Evans briefed City Council regarding this item. Ms. Evans stated by prohibiting the use of contaminated groundwater as potable water, the applicant potentially has a less expensive alternative to existing state environmental regulations governing the investigation and cleanup of contaminated groundwater. She introduced Mr. Kevin Almaguer with EnviroPhase, Inc. and Attorney Cynthia Bishop. Ms. Bishop provided an overview explaining an MSD is an official designation given to property within a municipality that certifies the designated groundwater at the property is not used as potable water, and is prohibited from future use as potable water because that groundwater is contaminated in excess of the applicable potable water protective concentrations. He further stated an alternative source of water will be provided by the City of Farmers Branch through its water distribution system. The City Council discussed soil safety, runoff impacts, soil testing, and the TCEQ review process. Mr. Almaguer stated testing of over 120 samples, have had good results with TCEQ testing. Mr. Cox asked the applicant if water lines that tie into the ground water, could impact the City's water line. Mr. Almaguer replied no impacts. Mayor Dye opened the Public Hearing. The following citizen wished to speak: City Council Minutes September 12, 2017 Resident J.C. Morris, 5107 Spring Meadow, spoke in opposition. (7550 Valley View Lane) with concerns of his water well being impacted and the development on contaminated property. Mr. Almaguer replied explaining the current studies indicate no impacts to surrounding water wells. Mr. Almaguer noted all permits would need to be approved by TCEQ. Council Member Lynne moved to close the public hearing and adopt Ordinance No. 3456. Motion seconded by Council Member Bomgardner. Motion prevailed by the following vote: Aye: 5 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson, Council Member Lynne G.2 ORD -3461 Consider a public hearing and consider adopting Ordinance No. 3461 for a Specific Use Permit for a gas station with a convenience store on a 0.746 acre lot located at 14054 North Stemmons Freeway; and take appropriate action. Interim Planning Director Alexis Jackson briefed City Council regarding this item. She noted the applicant, 7- Eleven, is proposing a new gasoline service station and convenience store at this location. Ms. Jackson explained this corner has high visibility and heavy traffic volumes as well as convenient access from both Valwood Parkway and the 1 -35 frontage road. The proposed gas service center contains six double -sided gas pump stations covered with a large overhead canopy. Mr. Wilhite with Cl Engineering and Associates provided a presentation. Council Member Blackson asked if the pump turn radius provides enough space for larger vehicles to maneuver. Mr. Wilhite replied stating this site will allow bigger vehicles to turn and maneuver around pumps. Council Member Lynne asked if Triple A has been in communication with the City. Ms. Jackson replied stating she has received an email in opposition. Council Member Reyes asked if the landscaping would be irrigated and since the Valero Gas Station has closed, if they have had an increase in business. Mr. Wilhite confirmed all landscaping would be irrigated, but stated he is unaware if the business increased due to the Valero closure. Mayor Dye opened the Public Hearing. City Council Minutes September 12, 2017 Mr. Peter Cavenol spoke representing Triple A properties spoke in opposition of the case noting several gas stations are already available in the area and in his opinion the site could have a better use such as retail or a restaurant. Council Member Blackson stated this site offers convenience and stated sometimes convenience is the destination. Council Member Lynne moved to close the public hearing. Motion seconded by Mayor Pro Tern Norwood. Motion prevailed by the following vote: Aye: 5 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson, Council Member Lynne Council Member Lynne made a motion to adopt Ordinance No. 3461. Motion seconded by Council Member Blackson. Motion prevailed by the following vote: Aye: 5 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson, Council Member Lynne G.3 ORD -3462 Conduct a public hearing and consider adopting Ordinance No. 3462 for a Specific Use Permit for the construction of a detached accessory structure located at 13412 Charcoal Lane; and take appropriate action. Interim Planning Director Alexis Jackson briefed City Council regarding this item. Ms. Jackson explained the applicant is requesting a Specific Use Permit to build a detached, open, accessory building that is proposed to be 936 square feet in size. The accessory structure is greater than 120 square feet, hence the need for the applicant to pursue the Specific Use Permit. In addition, the height of the proposed structure at 14 feet exceeds the stated maximum height. The City Council discussed the structure value, permit process and violation fees. Council Member Blackson asked if any other structures would be removed. Ms. Jackson replied stating the applicant plans to remove a structure and noted anytime the applicant exceeds the accessory building structure; they must go through the SUP process. Motion made by Council Member Reyes to approve Ordinance No. 3462. Motion seconded by Council Member Bomgardner. Motion prevailed by the following vote: Aye: 5 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson, Council Member Lynne City Council Minutes September 12, 2017 The City Council recessed for a break at 8:29 p.m. and reconvened the meeting at 8:35 p.m. H. REGULAR AGENDA ITEMS H.1 ORD -3464 Consider adopting Ordinance No. 3464 amending the City's Operating and Capital Improvement Program Budget for the 2016- 17 fiscal year; and take appropriate action. Finance Director Sherrelle Evans Jones briefed City Council regarding this item noting these amendments are for the FY 16 -17 budget. Motion made by Deputy Mayor Pro Tern Bomgardner to approve Ordinance No. 3464. Motion seconded by Council Member Blackson. Motion prevailed by the following vote: Aye: 5 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson, Council Member Lynne H.2 ORD -3471 Consider adopting Ordinance No. 3471 amending the Farmers Branch Code of Ordinances, Appendix A — Fee Schedule, relative to fees established pursuant to Chapter 86 "Utilities," Article IV " Service Rates and Billing Procedure," Section 86 -276, "Water Service Rates" and Section 86 -277 "Sewer Rates," and take appropriate action. Finance Director Sherrelle Evans Jones briefed City Council regarding this item. Ms. Evans Jones stated the proposed budget contains a water and sewer rate increase of approximately 10% for average residential consumers as well as a structure change to address sewer rates based on water consumption over 10,000 gallons. Motion made by Council Member Reyes to approve Ordinance No. 3471. Motion seconded by Council Member Lynne. Motion prevailed by the following vote: Aye: 5 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson, Council Member Lynne H.3 ORD -3473 Consider adopting Ordinance No. 3473 approving and adopting the Operating and Capital Improvement Program Budget and Strategic Plan for 2017 -18 fiscal year; and take appropriate action. Finance Director Sherrelle Evans Jones briefed City Council regarding this item, explaining the proposed Fiscal Year 2017 -18 Operating & Capital Budget, as presented, was developed with no increase in the current tax rate. 10 City Council Minutes September 12, 2017 Motion made by Mayor Pro Tern Norwood to approve Ordinance No. 3473. Motion seconded by Council Member Reyes. Motion prevailed by the following vote: Aye: 3 - Mayor Pro Tern Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson Naye: 2 - Council Member Blackson, Council Member Lynne H.4 ORD -3465 Consider adopting Ordinance No. 3465 to levy and adopt the tax rate for Fiscal Year 2017 -18 fiscal year; and take appropriate action. Finance Director Sherrelle Evans Jones briefed City Council regarding this item. She stated the proposed Fiscal Year 2017 -18 Operating & Capital Budget, was developed with no increase in the current tax rate. Motion made by Mayor Pro Tern Norwood to adopt Ordinance No. 3465 to levy and adopt the tax rate for 2017 -18. The proposed rate may not exceed the advertised proposed maximum rate of $0.602267. Motion seconded by Deputy Mayor Pro Tern Bomgardner. Motion prevailed by the following vote: Aye: 3 - Mayor Pro Tem Norwood, Deputy Mayor Pro Tern Bomgardner, Council Member Reyes, Council Member Blackson Naye: 2 - Council Member Blackson, Council Member Lynne The City Council recessed at 8:46 p.m. from Regular meeting and reconvened into Study Session to discuss Agenda Item A.3. A.3 TMP -2314 Receive an update through a comprehensive study on the service levels provided by Manske Library. Assistant to City Manager Ben Williamson introduced Dr. Alejandro Rodriguez, Interim Chair, Department of Public Affairs, with the University of Texas at Arlington. Dr. Rodriguez provided City Council with a summary of the analysis of the Manske Library and the service level it provides to comparable cities, other LS &S -run libraries, neighboring libraries, and high performing libraries in North Texas. Ms. Denise Wallace, Director of the Manske Library provided a PowerPoint update on trends in libraries and the direction libraries are moving. The City Council discussed operations, books, cost expenditures, staff turnover, and a possible Library Cafe. Deputy Mayor Pro Tern Bomgardner asked what caused the decrease in revenue. Ms. Wallace explained Tech Share, which allows other cities to collect fees and submits payments later to the City of Farmers Branch has made impacts. 11 City Council Minutes September 12, 2017 A.4 15 -572 Receive an update regarding the Charter Review Committee appointment process and timeline. City Secretary Amy Piukana briefed City Council regarding this item. Ms. Piukana reviewed the Charter appointment process and timeline. She explained the Mayor and City Council each nominated two applicants from two precincts within their Council Districts and nominated Nancy Hardie as Chair. This brings the total number of Charter Review Committee appointments to thirteen members. The City Council tasked the Charter Review Committee with the following topics to review: • Consider removing Precincts and replace with Districts. • Consider adding one additional at large City Council Member. (Could require redistricting) • If at large member is added, consider allowing the Mayor to vote. • Consider 4 year terms for City Council (align on even numbered years) • Consider removing the restriction that requires vacating a seat on Council to run for Mayor. • Research and consider abolishing the position of Deputy Mayor Pro Tem. • Research other cities and consider a modest monthly stipend for the Mayor and City Council. • Council must disclose business dealings with any other municipality. • Consider reviewing Charter language in regards to votes to remove a Council Member due to an ethics complaint. • Consider at large position that is on the opposite election year of the Mayor. • Consider the option of having 3 x three year terms, with a 9 -year term limit for City Council. Ms. Piukana suggested the City Council email her with any additional topic items for Charter Review consideration. A.5 TMP -2306 Receive a presentation outlining the current City policy for modifying on- street parking along local residential streets. Police Chief David Hale briefed City Council regarding parking complaints, resolution of parking complaints, public parking complaints, and junk cars. Council Member Reyes asked if emergency services has had an issues maneuvering vehicles with on street parking. Fire Chief Steve Parker spoke stating he has not heard of any issues with on street parking and vehicle access through any street in Farmers Branch. Building Official Hugh Pender briefed City Council regarding current on street parking regulations. Chief Hale reviewed Resolution No. 2010 -079, which establishes a procedure that at least 60% of residents of a street can request parking restrictions. Mr. Pender reviewed the petition process, and explained the current Resolution which provides the following prohibitions: 1) prohibit on street parking on both sides of a street, 2) prohibit on street parking on one side of a street, 3) prohibits on street parking that create alternate on street parking areas along one or both sides of a street segment, and 4) provides a one - way designation. He further stated Ordinance No. 3253 authorizes the Public Works Director upon the direction of City Council to implement certain parking actions. The following prohibitions are outlined in Ordinance No. 3253: 1) prohibit parking on one or 12 City Council Minutes September 12, 2017 both sides of the street, 2) prohibit continuous parking of a motor vehicle on the street for more than 48 hours, restrict parking to residents and require vehicle parking permits, 3) restrict parking to residents and require vehicle parking permits, 4) restrict number of vehicles per household that may be parked on the street, 5) prohibit parking of motor vehicles overnight or during certain posted hours, 6) limit the number of vehicles that may be parked or stored on, or contiguous to a residential lot to less than five vehicles. The City Council discussed the sticker violation notice, curb striping, fire access, and parking requirements near fire hydrants. Mr. Pender explained the City Council could take no action and utilize the current policies in place or amend the policy to prohibit continuous on street parking for no more than 48 hours. He explained this would require the Police Department to handle complaints. After discussion, Council Member Lynne suggested obtaining public input prior to making any revisions. A.6 TMP -2326 Receive an update on the upcoming Town Hall meetings. Assistant to City Manager Ben Williamson briefed City Council regarding this item. Mr. Williamson explained times are set, locations are confirmed, outreach has been continuous, we have a plan, we are ready. He noted each topic would have a subject matter expert to attend in case anyone has questions. Deputy Mayor Pro Tern Bomgardner suggested adding 5 -7 year future projections of debt service and to have a summary at the end of each event. A.7 15 -70 Discuss agenda items for future City Council meetings. Mayor Dye asked for every fifth Tuesday, to hold an offsite Council meeting to discuss policy items and discuss future direction. Council Member Lynne asked for an update on the City Marshall program and to discuss removal of names from the Rose Park. Council Member Reyes asked for an Economic Development Update. Council Member Blackson asked for a joint Planning and Zoning meeting. Mr. Cox replied stating in October, he plans to hold a luncheon with all Board Chairs and noted the City Council will be invited. I. EXECUTIVE SESSION — The City Council convened into closed executive session at 11:06 p.m. 1.1 17 -568 Council may convene into a closed executive session pursuant to Section 551.071 of the Texas Government Code to deliberate regarding: • Consultation with City Attorney regarding Texas Commission on Environmental Quality (TCEQ) Report No. 119885 relating to TCEQ Permit Nos. 5383 and 5383A to Town of Addison for use of water in Farmers Branch 13 City Council Minutes September 12, 2017 Creek, pending TCEQ Complaint regarding Farmers Branch Creek. Mayor Dye recessed from Executive Session at 11:21 p.m. J. TAKE ANY ACTION NECESSARY AS A RESULT OF THE CLOSED EXECUTIVE SESSION The City Council took no action. K. ADJOURNMENT Mayor Dye adjourned the meeting at 11:22 p.m. SIGNED: ATTEST: 14 ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �Ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: 17 PL -005 Agenda Date: 9/26/2017 Version: 1 Status: Consent Agenda In Control: City Council File Type: Plat Agenda Number: H.2 Consider approving a request from Barn Riverside Park, LP for final plat approval of Riverside Park Addition, Lot 1, Block 1; and take appropriate action. BACKGROUND: Barn Riverside Park, L.P. is the sole owner of a 4.822 acre tract of land addressed as 1521 East Royal Lane. DISCUSSION: The owner desires to plat the property as Riverside Park Addition, Lot 1 Block 1. Property being platted is for the development use of multi - family units. The proposed final plat of Riverside Park Addition, Lot 1, Block 1 is consistent with the Texas Local Government Code and the City's platting requirements and also consistent with the City's Guiding Principles; to provide strong, thriving commercial and residential neighborhoods through planning, land use, development, code enforcement, revitalization activities and programs. RECOMMENDATION: The Planning and Zoning Commission recommends approval of final plat for Riverside Park Addition, Lot 1, Block 1. POSSIBLE COUNCIL ACTION: 1. I move to approve the final plat of Riverside Park Addition, Lot 1, Block 1. 2. I move to table the issue for further study or take no action. ATTACHMENTS: 1. Location Map 2. Final Plat of Riverside Park Addition, Lot 1, Block 1. City of Farmers Branch Page 1 Printed on 912112017 Document Path: G:\OB -CAD & GIS \GIS \Arcmap Projects \Location Maps \Location Map Plat.mxd 0 20 40 VICINITY MAP SCALE: 1" = 1,000' r Scale 1 " = 40' � \ 15' DRAINAGE ESMT. ` \ DOC. NO. 201700050442 O.P.R.D.C.T. 1/2" IRF\ N21 °38'38 "E 34.44' 1/2 'IRS N88 031'48 "W 21.01' (DEED CALL S89-26'1 6"E 19. T= 91.02' D =62 °30'00" R= 150.00' DALLAS COUNTY UTILITY AND RECLAMATION DISTRICT L= 163.62' VOL. 91171, PG. 1249 D.R.D.C.T. CB =S70 °41'32 "E M -0 15' DRAINAGE ESMT. \ LC= 155.63' �' (n DOC. N0.201700050442 O.P.R.D.C.T. p y Z Z 112 "IRFC (n C T= 268.16' A m D =56 °24'50" m R= 500.00' 15' DRAINAGE ESMT. DOC. NO. 201700050442 �� / N L= 492.30 O.P.R.D.C.T. CB =N49 °51'03 "E LC= 472.66' v2" IRFC / / -n I zo z . 00, `° 15' DRAINAGE ESMT. DOC. NO. 201700050442 O.P.R.D.C.T. ONCOR ELECTRIC L45 DELIVERY, LLC ESMT. r� BY THIS PLAT ONCOR ELECTRIC T= 46.15' 0 DELIVERY, LLC ESMT. % I V6 0'.� 4 � BY THIS PLAT D=35'41'37" `� L433 _ - I ° /L4, j , / R= 143.32' V� /�• 6'\ LB 50'ENSERCH ESMT. / CB =SST °1 7'25 "E VOL. 84189, PG. 4379 p D.R.O.C.T. LC=87.8E( L88 -"'�� ` AND 1/2 "IRFC / I y� r, `�) RIGHT -OF -WAY DEDICATION I / 1.0 b% {� �0 rI Iw ` 70 COUNTY A DALLAS C I V 7 V y � VOL. 94219, PAGE 03057 � / L - -- -L7 `l� D.R.D.C.T. ONVER ELECTRIC L78 !'��`DELIVERY, LLC ESMT. •�� BY THIS PLAT N _A- \ \ e Z / 15' WATER ESMT. V°''e� /( ��5T Lg0 �r> \ \\ y ^ 1 BY S PLAT / INSTRUMENT NO. 0 a \ �°' / O.P.R.D.C.T. y3�� BAM RIVERSIDE PARK, L.P. \\�`S =92 L38 °" DOC. No. 201300371649 6; \ �� �- �, L4/ 1/2" IRF ONCOR ELECTRIC �L2- / ` ' / Lis DELIVERY, LLC ESMT. \ \ L76 BY THIS PLAT \��� -��� -� / V�6 1BY/THSRPLATT LOT 1, BLOCK 1 `� L85 BYTHI PLAT 210,051 SQ. FT OR / �./ / � BY THIS PLAT f �� 95L 4.822 ACRES j / �L33 L97 n /�,8� 31 �r GL813 ' It i^{ ONCOR ELECTRIC L- L DELIVERY, LLC ESMT. I 50' TRINITY RIVER I BY THIS PAT ONCOR ELECTRIC I AUTHORITY OF TEXAS I DELIVERY, BY THIS PAT MT. I I I I f VOL. 9 I D.R.D.C.T. (> 15' WATER ESMT. 50' ENSERCH ESMT. ATMOS ENERGY ESMT. I I I I BY THIS PAT VOL. 84189, PG. 4378 �. D.R.D.C.T. DOC, N0.201500283884 I DOC. NO. 201500283849 I�I O.P.R.D.C.T. .� ��88 °04'0 "E579,5' �Iwl� L28 S L24 .�. �� �� =20 IRS I � .�� �� �� L26 L51 -• TRINITY RIVER L221 I / AUTHORITY OF TEXAS PERMANENT ACCESS ESMT. N01 °28'12 "E Ci' $ I I - - - - - - - - - - - - - - - - _ - DOA. PERMANENT ACCESS it ri O R,D CT f 1 60.02' X5.03' IL52 - ( 25.13' (DEED CALL S00 °33'44 "W 60.00') 1 r 1/2 IRS i/2" IRS N88 031'48 "W 67.86' I (DEED CALL S89 °26'16 "E 63.26') CURVE TABLE C= R= L= D= CB= CL= T= C1 R= 11404.00' L= 143.51' D =0 °43'16" CB =S88 °25'40 "E CL= 143.51 CL =76.76 N46 021'44 "E L5 10.00 S43 038'16 "E L6 21.98 S46 °21'44 "W L7 51.45 S43 034'27 "E LS 122.62 S89 °01'01 "E L9 24.94 N59 °28'44 "E L10 45.31 N42 013'44 "E L11 10.00 N47 °46'16 "W L12 10.00 N42 013'44 "E L13 10.00 S47 046'16 "E L14 41.66 N42 013'44 "E L15 131.34 S89 001'01 "E L16 29.66 N45 058'59 "E L17 68.19 N00 058'59 "E ' 20.11 N44 °01'01 "W L19 70.36 N00 004'25 "W L20 i N88 °04'05 "W L21 20.84 1 L22 10.00 i L23 21.18 N00 °00'00 "W L24 238.45 N88 004'05 "W i I 5.00 S01 055'55 "W L26 10.00 N88 004'05 "W L27 5.00 801 °55'55 "W L28 197.56 N88 °04'05 "W L29 32.39 N44 001'01 "W L30 29.73 N00 058'59 "E L31 19.22 N89 °01'01 "W L32 10.00 N00 058'59 "E L33 19.22 S89 °01'01 "E L34 40.89 N00 058'59 "E L35 42.09 N45 058'59 "E L36 130.75 S89 °01'01 "E L37 18.46 N42 013'44 "E L38 16.56 N44 °57'44 "W L39 10.00 N45 002'16 "E L40 16.07 S44 057'44 "E L41 63.97 N42 °13'44 "E 0 20 40 VICINITY MAP SCALE: 1" = 1,000' r Scale 1 " = 40' � \ 15' DRAINAGE ESMT. ` \ DOC. NO. 201700050442 O.P.R.D.C.T. 1/2" IRF\ N21 °38'38 "E 34.44' 1/2 'IRS N88 031'48 "W 21.01' (DEED CALL S89-26'1 6"E 19. T= 91.02' D =62 °30'00" R= 150.00' DALLAS COUNTY UTILITY AND RECLAMATION DISTRICT L= 163.62' VOL. 91171, PG. 1249 D.R.D.C.T. CB =S70 °41'32 "E M -0 15' DRAINAGE ESMT. \ LC= 155.63' �' (n DOC. N0.201700050442 O.P.R.D.C.T. p y Z Z 112 "IRFC (n C T= 268.16' A m D =56 °24'50" m R= 500.00' 15' DRAINAGE ESMT. DOC. NO. 201700050442 �� / N L= 492.30 O.P.R.D.C.T. CB =N49 °51'03 "E LC= 472.66' v2" IRFC / / -n I zo z . 00, `° 15' DRAINAGE ESMT. DOC. NO. 201700050442 O.P.R.D.C.T. ONCOR ELECTRIC L45 DELIVERY, LLC ESMT. r� BY THIS PLAT ONCOR ELECTRIC T= 46.15' 0 DELIVERY, LLC ESMT. % I V6 0'.� 4 � BY THIS PLAT D=35'41'37" `� L433 _ - I ° /L4, j , / R= 143.32' V� /�• 6'\ LB 50'ENSERCH ESMT. / CB =SST °1 7'25 "E VOL. 84189, PG. 4379 p D.R.O.C.T. LC=87.8E( L88 -"'�� ` AND 1/2 "IRFC / I y� r, `�) RIGHT -OF -WAY DEDICATION I / 1.0 b% {� �0 rI Iw ` 70 COUNTY A DALLAS C I V 7 V y � VOL. 94219, PAGE 03057 � / L - -- -L7 `l� D.R.D.C.T. ONVER ELECTRIC L78 !'��`DELIVERY, LLC ESMT. •�� BY THIS PLAT N _A- \ \ e Z / 15' WATER ESMT. V°''e� /( ��5T Lg0 �r> \ \\ y ^ 1 BY S PLAT / INSTRUMENT NO. 0 a \ �°' / O.P.R.D.C.T. y3�� BAM RIVERSIDE PARK, L.P. \\�`S =92 L38 °" DOC. No. 201300371649 6; \ �� �- �, L4/ 1/2" IRF ONCOR ELECTRIC �L2- / ` ' / Lis DELIVERY, LLC ESMT. \ \ L76 BY THIS PLAT \��� -��� -� / V�6 1BY/THSRPLATT LOT 1, BLOCK 1 `� L85 BYTHI PLAT 210,051 SQ. FT OR / �./ / � BY THIS PLAT f �� 95L 4.822 ACRES j / �L33 L97 n /�,8� 31 �r GL813 ' It i^{ ONCOR ELECTRIC L- L DELIVERY, LLC ESMT. I 50' TRINITY RIVER I BY THIS PAT ONCOR ELECTRIC I AUTHORITY OF TEXAS I DELIVERY, BY THIS PAT MT. I I I I f VOL. 9 I D.R.D.C.T. (> 15' WATER ESMT. 50' ENSERCH ESMT. ATMOS ENERGY ESMT. I I I I BY THIS PAT VOL. 84189, PG. 4378 �. D.R.D.C.T. DOC, N0.201500283884 I DOC. NO. 201500283849 I�I O.P.R.D.C.T. .� ��88 °04'0 "E579,5' �Iwl� L28 S L24 .�. �� �� =20 IRS I � .�� �� �� L26 L51 -• TRINITY RIVER L221 I / AUTHORITY OF TEXAS PERMANENT ACCESS ESMT. N01 °28'12 "E Ci' $ I I - - - - - - - - - - - - - - - - _ - DOA. PERMANENT ACCESS it ri O R,D CT f 1 60.02' X5.03' IL52 - ( 25.13' (DEED CALL S00 °33'44 "W 60.00') 1 r 1/2 IRS i/2" IRS N88 031'48 "W 67.86' I (DEED CALL S89 °26'16 "E 63.26') CURVE TABLE C= R= L= D= CB= CL= T= C1 R= 11404.00' L= 143.51' D =0 °43'16" CB =S88 °25'40 "E CL= 143.51 CL =76.76 TABLE _ LINE_ _LINE LENGTH BEARING L1 40.24 N44 055'35 "E L2 111.47 S88 004'03 "E L3 50.65 S43 °34'27 "E L4 21.97 N46 021'44 "E L5 10.00 S43 038'16 "E L6 21.98 S46 °21'44 "W L7 51.45 S43 034'27 "E LS 122.62 S89 °01'01 "E L9 24.94 N59 °28'44 "E L10 45.31 N42 013'44 "E L11 10.00 N47 °46'16 "W L12 10.00 N42 013'44 "E L13 10.00 S47 046'16 "E L14 41.66 N42 013'44 "E L15 131.34 S89 001'01 "E L16 29.66 N45 058'59 "E L17 68.19 N00 058'59 "E L18 20.11 N44 °01'01 "W L19 70.36 N00 004'25 "W L20 114.90 N88 °04'05 "W L21 20.84 S00 000'00 "E L22 10.00 S90 100100 1W L23 21.18 N00 °00'00 "W L24 238.45 N88 004'05 "W L25 5.00 S01 055'55 "W L26 10.00 N88 004'05 "W L27 5.00 801 °55'55 "W L28 197.56 N88 °04'05 "W L29 32.39 N44 001'01 "W L30 29.73 N00 058'59 "E L31 19.22 N89 °01'01 "W L32 10.00 N00 058'59 "E L33 19.22 S89 °01'01 "E L34 40.89 N00 058'59 "E L35 42.09 N45 058'59 "E L36 130.75 S89 °01'01 "E L37 18.46 N42 013'44 "E L38 16.56 N44 °57'44 "W L39 10.00 N45 002'16 "E L40 16.07 S44 057'44 "E L41 63.97 N42 °13'44 "E LINE TABLE LINE LENGTH BEARING L42 31.44 N59 028'44 "E L43 94.75 S89 001'01 "E L44 23.54 N00 058'59 "E L45 10.00 S89 001'01 "E L46 23.54 S00 °58'59 "W L47 28.38 S89 001'01 "E L48 112.24 S43 034'27 "E L49 98.81 S88 °04'03 "E L50 27.80 N44 °55'35 "E L51 67.98 S88 031'48 "E L52 67.86 S88 °31'48 "E L53 124.08 N05 014'06 "W L54 57.95 N24 °43'21 "E L65 115.86 N88 018'53 "E L56 23.59 N67 003'17 "E L57 12.51 N74 031'50 "E L58 14.53 N29 003'27 "W L59 5.77 N60 051'36 "E L60 16.01 S30 °12'17 "E L61 30.26 N74 031'50 "E L62 70.63 N59 016'47 "E L63 18.56 S83 °22'21 "E L64 32.81 N55 036'47 "W L65 4.91 N30 024'10 "W L66 5.00 N59 035'50 "E L67 3.79 S30 024'10 "E L68 41.19 S55 036'47 "E L69 57.07 S83 °22'21 "E L70 48.92 N14 007'28 "E L71 6.01 S42'1 2'30"E L72 44.68 S14 °07'28 "W L73 24.55 S07 001'49 "E L74 75.35 S87 036'03 "E L75 7.02 S4201O'lWE L76 78.76 N87 °36'03 "W L77 88.48 S53 042'24 "E L78 52.92 N89 °59'25 "E L79 197.76 S02 °09'03 "W L80 145.24 NO2 009'03 "E L81 6.76 N89 040'25 "W L82 5.00 N00 032'58 "E 588 °O4 03 "E 439.599_ -- -f _- Ir I I I I I J 1 �� �� 5.00' 1 2.73 G1 \ 439.59' - 11.83' - - - .. ER ........... ...... ..... ....... 112' IRS DOC, N ENERGY ESMT. (DEED CALL S89 58'31 "E 439.73') DOC, N0.201500283884 ���� � "�� _.- � - � - " DOC. NO. 201500283649 __. -._. ..._......- �~'� O.P.R.D.C.T. ONCOR ELECTRIC DELIVERY, LLC ESMT. BY THIS PLAT ROYAL LAN E (110.00' R,O.W.) PUBLIC R.O.W. LINE TABLE LOT 1, BLOCK 1 L83 6.90 S89 °27'02 "E L84 42.37 NO2 009'03 "E L85 49.36 889 059'25 "W L86 93.20 N53 042'24 "W L87 27.06 N07 001'49 "W L88 85.87 N83 022'21 "W L89 69.61 S59 016'47 "W L90 49.49 S74 °31'50 "W L91 23.99 S67003'1 7"W L92 114.50 S88 018'53 "W L93 42.41 S38 055'58 "W L94 31.70 S24 °43'21 "W L95 46.04 S86 049'22 "E L96 5.00 S03 010'38 "W L97 48.02 N86 °49'35 "W L98 18.91 S24 043'21 "W L99 123.33 L100 45.33 4 5hTff9 DBA ARCHITECTS 111 S. KENTUCK STREET, STE. 210 MCKINNEY, TEXAS 75069 888 - 900 -4905 OWNER: BAM RIVERSIDE PARK, L.P. 13800 SENLAC DRIVE, STE. 200 FARMERS BRANCH, TEXAS 75213 817 - 300 -0143 ENGINEER: KRIS CIVIL ENGINEERS, INC. 1700 REDBUD BLVD., STE. 325 MCKINNEY, TEXAS 75069 972 - 529 -7005 /I T M PQ -4 N METER STATION, ACCESS & ELECTRICAL EASEMENT C.C. FILE No. 20070311297 R.P.R.D.C.T. PERMANENT ACCESS& ELECTRICAL EASEMENT C.C. FILE No. 20070311297 R.P.R.D.C.T. ! "IRFC N C.M. R= 11409.00' RIGHT -OF -WAY DEDICATION TO COUNTY OF DALLAS L= 143.58' VOL. 9 D.R.D.C.T. E 03057 D= 0'43'16" _ CB =N_88 °25'40 "W CL= 143.58' - HLUUU PLAIN 51AICMCINI: - - - - THIS PLAT 15 APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH AND ACCEPTED BY THE OWNER, SUBJECT TO THE FOLLOWING CONDITIONS WHICH SHALL BE BINDING UPON THE OWNER, HIS HEIRS, GRANTEES, SUCCESSORS, AND ASSIGNS: (DEED CALL R= 11409.00' L= 143.43' D =00 °43'13" CB =S01 °01'29 "W CL= 143.43') THE EXISTING WATER COURSES, CREEK WITH ITS FLOOD PLAIN TRAVERSING WITHIN THE LIMITS OF THIS SURVEYOR'S CERTIFICATE ADDITION, WILL REMAIN AS AN OPEN AREA AT ALL TIMES AND WILL BE MAINTAINED BY THE OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSE IN WATERS EDGE ADDITION. THE CITY OF FARMERS BRANCH WILL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OR OPERATION OF SAID I, William P. Price, a Registered Professional Land Surveyor in the State of Texas, do WATER COURSES, CREEK OR CREEKS OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSON THAT RESULTS hereby certify that I prepared this plat from an actual on the ground survey of the land and that the monuments shown M THE FLOW OF WATER ALONG SAID CREEK OR THE CONTROL OF EROSION IN THE FLOOD PLAIN. FROM 0 thereon were found and /or placed under my personal supervision in accordance with Platting Rules and regulations of the NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN -OFF SHALL BE PERMITTED BY FILLING OR BY CONSTRUCTION OF ANY TYPE OF DAM, BUILDING, BRIDGE, FENCE, WALKWAY OTR ANY OTHER STRUCTURE City Planning Commission of the City of Farmers Branch, Texas. WITHIN 100 YEAR FLOOD PLAIN, AS HEREINAFTER DEFINED IN WATERS EDGE ADDITION, UNLESS APPROVED BY THE CITY ENGINEER. THE PROPERTY OWNER SHALL KEEP THE 100 YEAR FLOOD PLAIN TRAVERSING OR ADJCENT ) OF TF,� TO HIS PROPERTY CLEAN AND FREE OF DEBRIS, SILT, AND ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY CONDITIONS AND THE CITY OF FARMERS BRANCH SHALL HAVE THE RIGHT OF INGRESS AND EGRESS William P. Price Date Q AND FOR THE PURPOSES OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE HOMEOWNERS William Registered m P. Professional Land Surveyor, No. 3047 ASSOCIATION AND /OR THE PROPERTY OWNER TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY y �� ° °•;• °• °••" M P °PRICE • /' OCCUR. THE NATURAL DRAINAGE CHANNELS AND WATER COURSES THROUGH WATERS EDGE ADDITION, AS IN THE CASE OF ALL NATURAL CHANNELS ARE SUBJECT TO STORM WATER OVERFLOW AND NATURAL BANK EROSION TO AN EXTENT WHICH CANNOT BE DEFINITELY DEFINED, THE CITY OF FARMERS BRANCH SHALL NOT BE HELD LIABLE WILLIA 2.. °31;47 °� .' 0 FOR ANY DAMAGES OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, STATE OF TEXAS: S05 °14'06 "E NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES, WITHIN THE 100 YEAR FLOOD PLAIN. COUNTY OF DALLAS: N38 °55'58 "E BUILDINGS ADJACENTTO THE FLOOD PLAIN WITHIN THIS SUBDIVISION SHALL BE BUILT TO MINIMUM FLOOR ELEVATIONS AS REQUIRED BY FLOOD PLAIN ADMINISTRATOR. BEFORE th d d th 't N t P blf In and f l 'd C t d St t this d rSOnall eared MARC BENTLEY, P.E., CFM DIRECTOR OF PUBLIC WORKS CERTIFICATE OF APPROVAL Chairman, Planning and Zoning Commission Date: Approved by the City of Farmers Branch, Texas on this the day of 2017. Mayor, City of Farmers Branch, Texas ATTEST: City Secretary me, a un erslgne au orl y, a o ary u c or sa oun y an a e, on ay pe y app William P. Price, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he /she executed the same in the capacity herein stated and the act and deed of said company. GIV NMY HAND AND SEAL OF OFFICE, this 72ft-day of 2017. Notary Public in and for Dallas County, Texas MY COMMISSION EXPIRES IZ • r • l 1 o;;C HZd, RODNEY MARTINEZ Notary Public, State of Texas My Comn;ission Expires `''frba�;'- Deco ,,,, tuber 17, 2017 r1 r244s36 a TBPS No. 101733 -00 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS - Whereas, Sam Riverside Park, L.P. is the sole owner of a 4.822 acre tract of land situated in the Samuel P. Brown, Survey, Abstract No. 158, being a portion of that certain tract of land conveyed to Bam Riverside Park, L.P., by deed recorded in Document No. 201300371649, Real Property Records of Dallas County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for corner al the southeast corner of said 4.822 acre tract of land being described and the southwest corner of BEGIN g Lot 1, Block 1, Lincoln Royal Addition, an addition to the City of Farmers Branch, according to the plat thereof recorded in Instrument No. 201200161985, Official Public Records of Dallas County, Texas, same point being in the north right -of -way line of Royal Lane (a 110.00 foot right -of -way), said point also being the beginning of a curve to the right having a radius of 11409.00 feet, a delta angle of 00 degrees 43 minutes 16 seconds and a chord bearing and distance of North 88 degrees 25 minutes 40 seconds West, 143.58; THENCE in a northwesterly direction along said curve to the right and along the north line of said Royal Lane, an are distance of 143.58 feet to a 1/2 iron rod set for corner; THENCE North 88 degrees 04 minutes 03 seconds West, along the south line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 439.59 feet to a 1/2 inch iron rod set for corner; THENCE North 88 degrees 31 minutes 48 seconds West, continuing along the south line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 67.86 feet to a 1/2 inch iron rod set for corner, said point being the most southerly southwest corner of said 4.822 acre tract of land being described; THENCE North 01 degrees 28 minutes 12 seconds East, along the west line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 60.02 feet to a 1/2 inch iron rod set for corner; THENCE North 88 degrees 31 minutes 48 seconds West, along the south line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 21.01 feet to a 1/2 inch iron rod set for corner, said point being the most westerly southwest corner of said 4.822 acre tract of land being described and being in the east line of a tract of land conveyed to Dallas County Utility and Reclamation District, by deed recorded in Volume 91171, page 1249, of the Deed Records of Dallas County, Texas; THENCE North 21 degrees 38 minutes 38 seconds East, along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, a distance of 34.44 feet to a 1/2 inch iron rod set for corner, said point being in a curve to the right having a radius of 500.00 feet, and a delta angle of 56 degrees 24 minutes 50 seconds; THENCE continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, and along the said curve to the right an arc distance of 492.30 feet, and a chord bearing and distance of North 49 degrees 51 minutes 03 seconds East, 472.66 feet to a 1/2 inch iron rod set for corner, said point being in a curve to the right having a radius of 150.00 feet, and a delta angle of 62 degrees 30 minutes 00 seconds; THENCE continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, and along the said curve to the right an arc distance of 163.62 feet, and a chord bearing and distance of South 70 degrees 41 minutes 32 seconds East, 155.63 feet to a 1/2 inch iron rod set for corner; THENCE South 39 degrees 26 minutes 32 seconds East, continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, a distance of 118.19 feet to a 1/2 inch iron rod set for corner, said point being In a curve to the left having a radius of 143.32 feet, and a delta angle of 35 degrees 41 minutes 37 seconds; THENCE continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, and along the said curve to the left an arc distance of 89.28 feet, and a chord bearing and distance of South 57 degrees 17 minutes 25 seconds East, 87.85 feet to a 1/2 inch iron rod set for corner, said point being in the west line of said Lot 1, Block 1; THENCE South 00 degrees 04 minutes 25 seconds East, along the common line of said 4.822 acre tract of land being described and said Lot 1, Block1, a distance of 227.62 feet to the POINT OF BEGINNING and containing 210,051 square feet or 4.822 acres of computed land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL BY THESE PRESENTS That, H. Doug Barnes, Jr., Manager, acting by and through Barn Riverside Park, L.P., duly authorized so to act, does hereby adopt this plat designating the herein above described property as RIVERSIDE PARK ADDITION, LOT 1, BLOCK 1, an addition to the City of Farmers Branch, Dallas County, Texas, and does hereby dedicate to the public use forever, the streets and easements shown hereon. The easements are hereby reserved for the purposes indicated. No permanent structures (buildings, fences, trees, shrubs, or paving) shall be constructed or placed upon, over or across said easements as shown, except with the written permission of the City of Farmers Branch, Texas. Said easements being hereby reserved for the mutual use and accommodation of all public utilities. All and any public utility shall have the full right and privilege to remove and keep removed all or any parts of any buildings, fences, trees, shrubs, paving or other improvements or growths which may in any way endanger or interfere with the construction, maintenance or efficiency of its respective utility system located within the easement, and all public utilities shall at all times have the full right of ingress and egress to or from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding or removing all or part of its respective system without the necessity at any time of procuring the permission of anyone. The reconstruction, relocation, or other replacement of any buildings, fences, trees, shrubs, paving or other improvements or growths within such easements shall accrue no responsibility or liability to the City of Farmers Branch, Texas. (Any public utility shall have the right of ingress and egress to private property for the purpose of reading meters and any maintenance and service required or ordinarily performed by that utility.) There will be no permanent structures (buildings, fences, trees, shrubs, paving or other improvements or growths) or obstructions built, placed or planted within the 100 year flood plain. The maintenance of all easements shown hereon shall be the responsibility of the property owners. This plat approved subject to all platting ordinances, rules, and reg Will s of the City of Farmers Branch, Texas. V, EXECUTED this the )U day ofCJJ7 201 Jr. Title: Manager STATE OF: COUNTY OF BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared H. Doug Barnes, Jr., Manager, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he /she executed the same in the capacity herein stated and the act and deed of said company. �GIVEN UNDER MY HAND AND SEAL OF OFFICE, thisnJ day of, 2017. rz fL-io24 -'m a L Nota Public in And for County MARIBEL MADRID ,, cLr �_ Notary Public, Commission of rexos MY COMMISSION EXPIRES �,�.°= My Commission Expires April 02, 2019 NOTES: 1. IRF - Iron Rod Found 2. IRS - Iron Rod Set 3. Basis of Bearing - All bearings are based on the east line ( South 00 degrees 52 minutes 07 seconds West) of Lot 2, Block 1 Lincoln Royal Addition, an addition to the City of Farmers Branch, according to the plat thereof recorded in Document No. 201200161985, Official Public Records, Dallas County, Texas. FINAL PLAT RIVERSIDE PARK ADDITION LOT 1, BLOCK 1 4.822 ACRE TRACT SITUATED IN SAMUEL P. BROWN SURVEY, ABSTRACT NO. 158 CITY OF FARMERS BRANCH; DALLAS COUNTY, TEXAS SHEET: 1 OF 1 LOT 1, BLOCK 1 o ° LINCOLN ROYAL ADDITION INST. NO. 201200161985 N M.R.D.C.T. M PQ -4 N METER STATION, ACCESS & ELECTRICAL EASEMENT C.C. FILE No. 20070311297 R.P.R.D.C.T. PERMANENT ACCESS& ELECTRICAL EASEMENT C.C. FILE No. 20070311297 R.P.R.D.C.T. ! "IRFC N C.M. R= 11409.00' RIGHT -OF -WAY DEDICATION TO COUNTY OF DALLAS L= 143.58' VOL. 9 D.R.D.C.T. E 03057 D= 0'43'16" _ CB =N_88 °25'40 "W CL= 143.58' - HLUUU PLAIN 51AICMCINI: - - - - THIS PLAT 15 APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH AND ACCEPTED BY THE OWNER, SUBJECT TO THE FOLLOWING CONDITIONS WHICH SHALL BE BINDING UPON THE OWNER, HIS HEIRS, GRANTEES, SUCCESSORS, AND ASSIGNS: (DEED CALL R= 11409.00' L= 143.43' D =00 °43'13" CB =S01 °01'29 "W CL= 143.43') THE EXISTING WATER COURSES, CREEK WITH ITS FLOOD PLAIN TRAVERSING WITHIN THE LIMITS OF THIS SURVEYOR'S CERTIFICATE ADDITION, WILL REMAIN AS AN OPEN AREA AT ALL TIMES AND WILL BE MAINTAINED BY THE OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSE IN WATERS EDGE ADDITION. THE CITY OF FARMERS BRANCH WILL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OR OPERATION OF SAID I, William P. Price, a Registered Professional Land Surveyor in the State of Texas, do WATER COURSES, CREEK OR CREEKS OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSON THAT RESULTS hereby certify that I prepared this plat from an actual on the ground survey of the land and that the monuments shown M THE FLOW OF WATER ALONG SAID CREEK OR THE CONTROL OF EROSION IN THE FLOOD PLAIN. FROM 0 thereon were found and /or placed under my personal supervision in accordance with Platting Rules and regulations of the NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN -OFF SHALL BE PERMITTED BY FILLING OR BY CONSTRUCTION OF ANY TYPE OF DAM, BUILDING, BRIDGE, FENCE, WALKWAY OTR ANY OTHER STRUCTURE City Planning Commission of the City of Farmers Branch, Texas. WITHIN 100 YEAR FLOOD PLAIN, AS HEREINAFTER DEFINED IN WATERS EDGE ADDITION, UNLESS APPROVED BY THE CITY ENGINEER. THE PROPERTY OWNER SHALL KEEP THE 100 YEAR FLOOD PLAIN TRAVERSING OR ADJCENT ) OF TF,� TO HIS PROPERTY CLEAN AND FREE OF DEBRIS, SILT, AND ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY CONDITIONS AND THE CITY OF FARMERS BRANCH SHALL HAVE THE RIGHT OF INGRESS AND EGRESS William P. Price Date Q AND FOR THE PURPOSES OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE HOMEOWNERS William Registered m P. Professional Land Surveyor, No. 3047 ASSOCIATION AND /OR THE PROPERTY OWNER TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY y �� ° °•;• °• °••" M P °PRICE • /' OCCUR. THE NATURAL DRAINAGE CHANNELS AND WATER COURSES THROUGH WATERS EDGE ADDITION, AS IN THE CASE OF ALL NATURAL CHANNELS ARE SUBJECT TO STORM WATER OVERFLOW AND NATURAL BANK EROSION TO AN EXTENT WHICH CANNOT BE DEFINITELY DEFINED, THE CITY OF FARMERS BRANCH SHALL NOT BE HELD LIABLE WILLIA 2.. °31;47 °� .' 0 FOR ANY DAMAGES OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, STATE OF TEXAS: S05 °14'06 "E NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES, WITHIN THE 100 YEAR FLOOD PLAIN. COUNTY OF DALLAS: N38 °55'58 "E BUILDINGS ADJACENTTO THE FLOOD PLAIN WITHIN THIS SUBDIVISION SHALL BE BUILT TO MINIMUM FLOOR ELEVATIONS AS REQUIRED BY FLOOD PLAIN ADMINISTRATOR. BEFORE th d d th 't N t P blf In and f l 'd C t d St t this d rSOnall eared MARC BENTLEY, P.E., CFM DIRECTOR OF PUBLIC WORKS CERTIFICATE OF APPROVAL Chairman, Planning and Zoning Commission Date: Approved by the City of Farmers Branch, Texas on this the day of 2017. Mayor, City of Farmers Branch, Texas ATTEST: City Secretary me, a un erslgne au orl y, a o ary u c or sa oun y an a e, on ay pe y app William P. Price, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he /she executed the same in the capacity herein stated and the act and deed of said company. GIV NMY HAND AND SEAL OF OFFICE, this 72ft-day of 2017. Notary Public in and for Dallas County, Texas MY COMMISSION EXPIRES IZ • r • l 1 o;;C HZd, RODNEY MARTINEZ Notary Public, State of Texas My Comn;ission Expires `''frba�;'- Deco ,,,, tuber 17, 2017 r1 r244s36 a TBPS No. 101733 -00 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS - Whereas, Sam Riverside Park, L.P. is the sole owner of a 4.822 acre tract of land situated in the Samuel P. Brown, Survey, Abstract No. 158, being a portion of that certain tract of land conveyed to Bam Riverside Park, L.P., by deed recorded in Document No. 201300371649, Real Property Records of Dallas County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for corner al the southeast corner of said 4.822 acre tract of land being described and the southwest corner of BEGIN g Lot 1, Block 1, Lincoln Royal Addition, an addition to the City of Farmers Branch, according to the plat thereof recorded in Instrument No. 201200161985, Official Public Records of Dallas County, Texas, same point being in the north right -of -way line of Royal Lane (a 110.00 foot right -of -way), said point also being the beginning of a curve to the right having a radius of 11409.00 feet, a delta angle of 00 degrees 43 minutes 16 seconds and a chord bearing and distance of North 88 degrees 25 minutes 40 seconds West, 143.58; THENCE in a northwesterly direction along said curve to the right and along the north line of said Royal Lane, an are distance of 143.58 feet to a 1/2 iron rod set for corner; THENCE North 88 degrees 04 minutes 03 seconds West, along the south line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 439.59 feet to a 1/2 inch iron rod set for corner; THENCE North 88 degrees 31 minutes 48 seconds West, continuing along the south line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 67.86 feet to a 1/2 inch iron rod set for corner, said point being the most southerly southwest corner of said 4.822 acre tract of land being described; THENCE North 01 degrees 28 minutes 12 seconds East, along the west line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 60.02 feet to a 1/2 inch iron rod set for corner; THENCE North 88 degrees 31 minutes 48 seconds West, along the south line of said 4.822 acre tract of land being described and along the north right -of -way line of said Royal Lane, a distance of 21.01 feet to a 1/2 inch iron rod set for corner, said point being the most westerly southwest corner of said 4.822 acre tract of land being described and being in the east line of a tract of land conveyed to Dallas County Utility and Reclamation District, by deed recorded in Volume 91171, page 1249, of the Deed Records of Dallas County, Texas; THENCE North 21 degrees 38 minutes 38 seconds East, along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, a distance of 34.44 feet to a 1/2 inch iron rod set for corner, said point being in a curve to the right having a radius of 500.00 feet, and a delta angle of 56 degrees 24 minutes 50 seconds; THENCE continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, and along the said curve to the right an arc distance of 492.30 feet, and a chord bearing and distance of North 49 degrees 51 minutes 03 seconds East, 472.66 feet to a 1/2 inch iron rod set for corner, said point being in a curve to the right having a radius of 150.00 feet, and a delta angle of 62 degrees 30 minutes 00 seconds; THENCE continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, and along the said curve to the right an arc distance of 163.62 feet, and a chord bearing and distance of South 70 degrees 41 minutes 32 seconds East, 155.63 feet to a 1/2 inch iron rod set for corner; THENCE South 39 degrees 26 minutes 32 seconds East, continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, a distance of 118.19 feet to a 1/2 inch iron rod set for corner, said point being In a curve to the left having a radius of 143.32 feet, and a delta angle of 35 degrees 41 minutes 37 seconds; THENCE continuing along the common line of said 4.822 acre tract of land being described and said Dallas County Utility and Reclamation District, and along the said curve to the left an arc distance of 89.28 feet, and a chord bearing and distance of South 57 degrees 17 minutes 25 seconds East, 87.85 feet to a 1/2 inch iron rod set for corner, said point being in the west line of said Lot 1, Block 1; THENCE South 00 degrees 04 minutes 25 seconds East, along the common line of said 4.822 acre tract of land being described and said Lot 1, Block1, a distance of 227.62 feet to the POINT OF BEGINNING and containing 210,051 square feet or 4.822 acres of computed land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL BY THESE PRESENTS That, H. Doug Barnes, Jr., Manager, acting by and through Barn Riverside Park, L.P., duly authorized so to act, does hereby adopt this plat designating the herein above described property as RIVERSIDE PARK ADDITION, LOT 1, BLOCK 1, an addition to the City of Farmers Branch, Dallas County, Texas, and does hereby dedicate to the public use forever, the streets and easements shown hereon. The easements are hereby reserved for the purposes indicated. No permanent structures (buildings, fences, trees, shrubs, or paving) shall be constructed or placed upon, over or across said easements as shown, except with the written permission of the City of Farmers Branch, Texas. Said easements being hereby reserved for the mutual use and accommodation of all public utilities. All and any public utility shall have the full right and privilege to remove and keep removed all or any parts of any buildings, fences, trees, shrubs, paving or other improvements or growths which may in any way endanger or interfere with the construction, maintenance or efficiency of its respective utility system located within the easement, and all public utilities shall at all times have the full right of ingress and egress to or from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding or removing all or part of its respective system without the necessity at any time of procuring the permission of anyone. The reconstruction, relocation, or other replacement of any buildings, fences, trees, shrubs, paving or other improvements or growths within such easements shall accrue no responsibility or liability to the City of Farmers Branch, Texas. (Any public utility shall have the right of ingress and egress to private property for the purpose of reading meters and any maintenance and service required or ordinarily performed by that utility.) There will be no permanent structures (buildings, fences, trees, shrubs, paving or other improvements or growths) or obstructions built, placed or planted within the 100 year flood plain. The maintenance of all easements shown hereon shall be the responsibility of the property owners. This plat approved subject to all platting ordinances, rules, and reg Will s of the City of Farmers Branch, Texas. V, EXECUTED this the )U day ofCJJ7 201 Jr. Title: Manager STATE OF: COUNTY OF BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared H. Doug Barnes, Jr., Manager, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he /she executed the same in the capacity herein stated and the act and deed of said company. �GIVEN UNDER MY HAND AND SEAL OF OFFICE, thisnJ day of, 2017. rz fL-io24 -'m a L Nota Public in And for County MARIBEL MADRID ,, cLr �_ Notary Public, Commission of rexos MY COMMISSION EXPIRES �,�.°= My Commission Expires April 02, 2019 NOTES: 1. IRF - Iron Rod Found 2. IRS - Iron Rod Set 3. Basis of Bearing - All bearings are based on the east line ( South 00 degrees 52 minutes 07 seconds West) of Lot 2, Block 1 Lincoln Royal Addition, an addition to the City of Farmers Branch, according to the plat thereof recorded in Document No. 201200161985, Official Public Records, Dallas County, Texas. FINAL PLAT RIVERSIDE PARK ADDITION LOT 1, BLOCK 1 4.822 ACRE TRACT SITUATED IN SAMUEL P. BROWN SURVEY, ABSTRACT NO. 158 CITY OF FARMERS BRANCH; DALLAS COUNTY, TEXAS SHEET: 1 OF 1 ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �Ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: R2017 -102 Agenda Date: 9/12/2017 Version: 1 Status: Consent Agenda In Control: City Council File Type: Resolution Agenda Number: H.3 Consider approving Resolution No. 2017 -102 nominating Michael Hurtt as a Candidate for Election to the Board of Directors of the Dallas Central Appraisal District (DCAD); and take appropriate action. BACKGROUND: The City Council tabled this item from the September 12, 2017 City Council meeting to allow Mr. Hurtt to attend and brief the City Council regarding his service on DCAD. The City of Farmers Branch has the right to nominate by official resolution one (1) candidate as the fourth member, to the Board of Directors. This board member represents suburban cities in Dallas County. In 2015, City Council nominated and voted Michael Hurtt for Board of Directors. Mr. Hurtt has served three (3) terms on the DCAD Board of Directors, and willingly accepts another nomination from the City. The Property Tax Code, Section 6.03, requires that an election or appointment of members to the Board of Directors of an appraisal district be conducted in odd numbered years for two (2) year terms. The Property Tax Code specifies the qualifications for membership to the Board of Directors in Section 6.03 of the Code. The qualifications are: • Must be a resident of the DCAD for at least two (2) years prior to the election. • May be an elected official of an agency represented by the DCAD. • Cannot be an employee of any agency represented by the DCAD. RECOMMENDATION: City Administration recommends approving Resolution No. 2017 -102 nominating Michael Hurtt to serve as a candidate for the Board of Directors of the Dallas Central Appraisal District. ACTIONS: 1) Motion to approve Resolution No. 2017 -102 nominating Michael Hurtt to serve as a candidate for the Board of Directors of the Dallas Central Appraisal District. 2) Motion to deny Resolution No. 2017 -102 nominating Michael Hurtt to serve as a candidate of the Board of Directors of the Dallas Central Appraisal District. 3) Motion to modify to meet the needs of the Council. 4) Motion to table the issue for further study or take no action. ATTACHMENTS: 1) Resolution No. 2017 -102 2) Michael Hurtt Biography City of Farmers Branch Page 1 Printed on 912112017 File Number: R2017 -102 3) DCAD Request Letter City of Farmers Branch Page 2 Printed on 912112017 Q71AFF RESOLUTION NO.2017 -102 i A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, NOMINATING MICHAEL HURTT AS A CANDIDATE FARMERS FOR ELECTION TO THE BOARD OF DIRECTORS OF THE DALLAS BRANCH CENTRAL APPRAISAL DISTRICT; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Chief Appraiser of the Dallas Central Appraisal District has been charged with the responsibility of conducting the election process to determine the membership of the Board of Directors of the Dallas Central Appraisal District, according to the Property Tax Code of Texas; and WHEREAS, the City of Farmers Branch, Texas, is entitled to nominate by an official resolution a candidate for election to the Board of Directors of the Dallas Central Appraisal District; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THAT: SECTION 1. The City Council of the City of Farmers Branch, Texas, does hereby nominate Michael Hurtt as a candidate for election to the Board of Directors of the Dallas Central Appraisal District. SECTION 2. This Resolution shall become effective immediately upon its approval. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THIS THE 26th DAY OF SEPTEMBER 2017. ATTEST: APPROVED: Amy Piukana, City Secretary APPROVED AS TO FORM: Peter G. Smith, City Attorney Robert Dye, Mayor Michael Hurtt (Biography) Michael Hurtt came to Dallas from Casper, Wyoming in 1971. Graduated from Mortuary Science College, and has been in this area ever since. He was elected to the DeSoto City Council in May of 1998, and served as Mayor Pro Tern those three years. He was elected Mayor in 2001, and again in 2004. He was the seated Mayor when DeSoto was recognized for the ALL AMERICA CITY Award in 2006. He has served as council liaison to the DeSoto Economic Development Corporation, the Arts Commission, and Keep DeSoto Beautiful, a commission he founded in DeSoto. He also served on the North Texas Commission Board of Directors. Recently the 31 suburban cities elected him to the Dallas County Appraisal District Board of Directors for a second two year term. He also serves as Vice - Chairman of the DeSoto Economic Development Corporation. Mr. Hurtt was recently appointed to the Advisory Board for Methodist Charlton Hospital for a three year term. Mr. Hurtt was a member of the executive board of directors of the Dallas Zoological Society. He also served on Tex -21, the U.S. Conference of Mayors, and the National League of Cities. He was vice president of the Medical Center of Lancaster Hospital Board of Directors, and served on the board of Compass Hospital. In the past, Mr. Hurtt has served on the DeSoto Park Board, Strategy 2000, and the Charter Review Committee. He was also the chairman of the DeSoto Chamber of Commerce and the Best Southwest Chamber Partnership, past president of the DeSoto Rotary Club and the North Texas Funeral Directors Association. Mr. Hurtt and his wife Marilyn have lived in DeSoto since 1988 and have two grandchildren. He is the owner of West / Hurtt Funeral Home in DeSoto since 1988. Of CO) Dallas Central Appraisal District Date: August 15, 2017 To: Robert Dye, Mayor, City of Farmers Branch From: W. Kenneth Nolan, Executive Director /Chief Appraiser Re: Election/Appointment of Members to Board of Directors Of the Dallas Central Appraisal District The Property Tax Code, Section 6.03, requires that an election or appointment of members to the Board of Directors of an appraisal district be conducted in odd numbered years. The term of office for elected or appointed members is two years, beginning in even numbered years. The Property Tax Code specifies the qualifications for membership to the Board of Directors in Section 6.03 of the Code. These qualifications are: 1. Must be a resident of the DCAD for at least two years prior to the election. 2. May be an elected official of an agency represented by the DCAD. 3. Cannot be an employee of any agency represented by the DCAD. Pursuant to the provisions of the Property Tax Code in 1979, the agencies of Greater Dallas County elected to amend the manner in which representatives were chosen. By special provision of the Property Tax Code, it was decided that the following procedure would be adopted for the election or appointment of members. Appointments A. The City of Dallas will be entitled to appoint one (1) member to the Board. B. The Dallas Independent School District will be entitled to appoint one (1) member to the Board. C. The Dallas County Commissioners Court may appoint one (1) member to the Board. The member appointed by the Commissioners Court may not be a resident of either the City of Dallas or the Dallas Independent School District. Elections D. Each of the incorporated cities and towns, except the City of Dallas, shall have the right to nominate by official resolution one (1) candidate as the fourth member to the Board. The said cities and towns shall, from among the nominations received, elect by a Office of the Chief Appraiser 2949 N. Stemmons Freeway e, Dallas, Texas 75247 -6195 0 (214) 631 -0520 majority vote, with each city and town being entitled to one (1) vote, a member to the Board of Directors. E. Each of the Independent School Districts, except the Dallas Independent School District, shall have the right to nominate by official resolution one (1) candidate as the fifth member to the Board. The said Independent School Districts shall, from among the nominations received, elect by a majority vote, with each Independent School District being entitled to one (1) vote, a member to the Board of Directors. The votes required for appointment of the Board of Directors as prescribed by the Texas Property Tax Code, in Subsections d and e, hereof, shall be by a majority of those authorized to vote in Subsections d and e, respectively, and not by a majority of the quorum. In accordance with the procedures described in the Property Tax Code, the schedule for election/appointment is as follows: By October 16: Nominees for each entity described in Subsections d and e hereto shall be submitted to the Chief Appraiser. By October 31: The Chief Appraiser shall prepare a resolution ballot for those entities described in Subsections d and e hereto and submit the ballot accordingly. By December 15: Each agency entitled to vote will do so by official resolution ballot and return same to the Chief Appraiser as soon thereafter as practical. By January 1: Results of the election will be affirmed. The County of Dallas, the City of Dallas and the Dallas Independent School District should advise the Chief Appraiser of their appointments no later than November 15, if possible. These appointments should also be by official resolution. The term of office for each member is two years beginning on January 1, 2018. At the conclusion of the process, every agency will be advised of the final appointments or election results. For the convenience of the entities, a sample resolution is included for the purpose of nominations from the suburban cities and school districts. If you have any questions about this process, please contact me or Cheryl Jordan at 214/631 -0520. Enclosure (Sample Resolution) cc: Amy Piukana, Interem City Secretary sherrelle Evans - Jones, Director of Finance ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: R2017 -103 Agenda Date: 9/26/2017 Version: 1 Status: Consent Agenda In Control: City Council File Type: Resolution Agenda Number: HA Consider approving Resolution No. 2017 -103 Authorizing the City Manager to execute an interlocal agreement between the City of Farmers Branch and Dallas County for household hazardous waste disposal; and take appropriate action. BACKGROUND: Household hazardous waste consists of various chemicals residents can purchase and use at their homes but are of such nature that disposal in a municipal solid waste landfill should be discouraged. The City has historically has contracted with Dallas County to provide alternative household hazardous waste disposal services. DISCUSSION: The current household hazardous waste interlocal agreement between Farmers Branch and Dallas County expires on September 30, 2017. The interlocal agreement and the fiscal year 2017 household hazardous waste budget have been approved by Dallas County Commissioners Court Order #2017 -0979. The agreement is for a not to exceed sum of $41,500, which is consistent with last year's amount. RECOMMENDATION: City Administration recommends that Council approve Resolution No. 2017 -103 Authorizing the City Manager to execute an interlocal agreement between the City of Farmers Branch and Dallas County for household hazardous waste disposal, and take appropriate action. POSSIBLE COUNCIL ACTION: 1. 1 move to approve Resolution No. 2017 -103 Authorizing the City Manager to execute an interlocal agreement between the City of Farmers Branch and Dallas County for household hazardous waste disposal, and take appropriate action. 2. I move to approve Resolution No. 2017 -103 Authorizing the City Manager to execute an interlocal agreement between the City of Farmers Branch and Dallas County for household hazardous waste disposal with modifications. 3. I move to table the issue for further study or take no action. ATTACHMENTS: 1. Resolution 2017 -103 2. Court Order 2017 -0979 City of Farmers Branch Page 1 Printed on 912112017 RESOLUTION NO. 2017-103 A RESOLUTION OF THE CITY OF FARMERS BRANCH FARMERS APPROVING INTERLOCAL AGREEMENT WITH DALLAS BRANCH COUNTY TO PARTICIPATE IN THE DALLAS AREA HOUSEHOLD HAZARDOUS WASTE NETWORK; PROVIDING AN EFFECTIVE DATE. WHEREAS, in 1994, Dallas County established the Dallas Area Household Hazardous Waste Network ( "HHW Network "), in cooperation with various cities located in Dallas County, which coordinates a program that provides for the collection of household hazardous waste ( "HHW ") from residents of the various participating cities; and WHEREAS, the collection of HHW through the HHW Network programs allows for the diversion of HHW from area landfills, which benefits not only the operators of such landfills but the public in general; and WHEREAS, City Administration recommends, and the City Council finds it to be in the public interest, to become a participating city in the HHW Network for Fiscal Year 2017 -2018. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS THAT: SECTION 1. The City Manager is hereby authorized to sign on behalf of the City of Farmers Branch an interlocal agreement with Dallas County substantially in the form attached hereto as Exhibit "A" and incorporated herein by reference, and to pay the City's proportionate share from current funds appropriated in the City Fiscal Year 2017 -18 Budget. SECTION 2. This Resolution shall take effect immediately upon passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THIS 26TH DAY OF SEPTEMBER, 2017. ATTEST: APPROVED: Amy Piukana, City Secretary APPROVED AS TO FORM: Peter G. Smith, City Attorney (kbl: 9/14/17:90384) Robert C. Dye, Mayor Resolution No. 2017 -103 Exhibit "A" COURT ORDER 2017 -0979 Y �-���� 1 0", \r or Continuation of Household Hazardous Waste Program /Adoption of FY2018 Program Budget On a motion made by Commissioner Dr. Theresa M. Daniel, District 1, and seconded by Commissioner Dr. Elba Garcia, District 4, the following order was passed and adopted by the Commissioners Court of Dallas County, State of Texas: BRIEFING DATE: 8/1/2017 FUNDING SOURCE: Escrow Fund 532 Be it resolved and ordered that the Dallas County Commissioners Court does hereby approve the continuation of the Household Hazardous Waste program, its FY2018 interiocal agreement with participating cities, and its proposed FY2018 budget of $1,772,353 (of which $140,000 consists of prior -year carryover for contract labor, capital expenses, and other operational expenses). It is further resolved and ordered that the County Judge is authorized to sign the aforementioned FY2018 interiocal agreements on behalf of the County. Done in open court August 1, 2017, by the following vote: IN FAVOR: Honorable Clay Lewis Jenkins, County Judge Commissioner Dr. Theresa M. Daniel, District 1 Commissioner Mike Cantrell, District 2 Commissioner John Wiley Price, District 3 Commissioner Dr. Elba Garcia, District 4 OPPOSED: None ABSTAINED: None ABSENT: None Recommended by: Rick Loessberg Originating Department: Planning and Development HHW Interlocal Agreement 2018 STATE OF TEXAS ) COUNTY OF DALLAS ) Resolution No. 2017 -103 Exhibit "A" AGREEMENT BETWEEN CITY OF FARMERS BRANCH AND DALLAS COUNTY WITNESSETH: WHEREAS, the City of Farmers Branch, Texas, (the "City ") wishes to enter into this agreement (the "Agreement ") to join the Dallas Area Household Hazardous Waste Network (the "HHW Network ") to coordinate the planning and implementation of a hazardous waste collection program from October 1, 2017, through September 30, 2018, with options to renew for four additional one -year terms; and WHEREAS, Dallas County, Texas acting by and through the Dallas County Commissioners Court ( "County ") approves the City's participation in the HHW Network, and WHEREAS, the Interlocal Cooperation Act, Chapter 791 of the Texas Government Code, as amended, provides authorization for local governments to enter into contracts with other local governments and state agencies; and WHEREAS, the Dallas County Commissioners Court adopted Court Order Number 94- 751 establishing the HHW Network to coordinate the planning and implementation of a HHW collection program; and WHEREAS, the HHW Network has successfully served the residents of the participating local governments since its inception in 1994 and is prepared to continue its services; NOW, THEREFORE, THIS AGREEMENT is hereby made and entered into by the City and the County upon mutual consideration stated herein: It is the desire of the City to voluntarily join with the County and other interested jurisdictions, to participate in a Household Hazardous Waste ( "HHW ") collection program as a continuation of the 1994 -2017 program. The terms and conditions set forth within this Agreement provide the cooperative framework for the City and the County to undertake a variety of activities necessary to coordinate the planning and 1 HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" implementation of a HHW collection program and to provide public education aimed at decreasing the generation of HHW. GENERAL CONDITIONS: The specific Scope of Services (see attached Exhibit A2018) has been reviewed and approved by the HHW Network. The parties agree Exhibit A2018 is incorporated herein for all purposes. Any and all changes having a financial impact must be approved in advance by a mutually executed letter of agreement between the City and the County. Each letter of agreement, upon full execution, will become an addendum to this Agreement which is automatically incorporated upon mutual execution of the parties. The Term of this Agreement will begin on October 1, 2017and continue until September 30, 2018 ( "Term "). Any notice, demand, or request related to this Agreement must be in writing and sent by U.S. Certified or Registered Mail to the designated contact at the address below. A notice, demand, or request will be considered received by the addressee three (3) business days after the date the notice, demand, or request was sent by U.S. Certified or Registered Mail to the contact at the address below. Fax Dallas County Contact City Contact (Name, Title, Address, Phone, Earle Blakney HHW Program Manager Dallas County 11234 Plano Road Dallas, TX 75243 PHONE: (214) 553 -1765 FAX: (214) 553 -6507 With Copy to: Russell Roden Chief, Civil Division Dallas County K HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" District Attorney's Office 411 Elm Street 5t" Floor Dallas, Texas 75202 III. COUNTY RESPONSIBILITIES During the Term of this Agreement, the County agrees to the following provisions: 1. To provide HHW Network project management, HHW Network disposal contract negotiations and signatory, a HHW Mobile Unit, HHW public education, assistance with advertisement of HHW collections, all as per funding scheduled and provided by the participating cities, grants, and contributions. 2. To enter into an agreement with disposal vendor(s) to provide household hazardous waste services including a series of disposal events and disposal services at the County's fixed -site HHW collection locations. The County recognizes and agrees that compensation for vendors under such agreements will be payable only to the extent that City funds are made available. 3. To provide two representatives on the HHW Network. 4. To provide, manage, operate, and maintain a site at 11234 Plano Road in Dallas for exclusive use as a Home Chemical Collection Center ( "Collection Center "). 5. To provide regular reports to the City regarding collection statistics taken from event surveys. IV. CITY RESPONSIBILITIES During the Term of this Agreement, the City will provide: 1. A sum not to exceed $ for disposal, setup, operational, capital and transportation costs for HHW collection for residents of the City, during the period from October 1, 2017 through September 30, 2018. This figure is based on the program's annual budget contained in Exhibit 82018 which is incorporated herein for all purposes. a) The City agrees collection, setup, and disposal costs will be paid after -the- fact, based on actual usage by the City at events and at the Collection Center. 3 HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" b) The City agrees operational and capital costs must be paid quarterly in advance. c) In the event of early withdrawal, the operational and capital costs will not be pro -rated for partial quarter participation but will become immediately due and payable in full. 2. Evidence that funding has been committed and encumbered which will be available for the obligations set forth herein in an appropriate form (City Council resolution, approved line item budget, letter from department head or other official authorized to encumber funds, etc.). 3. A request to the County in writing when the City wishes a collection event to be held within the City's jurisdiction and assistance in obtaining HHW collection site location(s), community support, volunteers, and volunteer amenities for the requested event. 4. Onsite representation at HHW collection(s) within its jurisdiction. 5. Notification to the County in writing at least sixty (60) days prior to withdrawal from this Agreement by the City. 6. One representative and one alternate on the HHW Network to attend Network meetings and participate in the decision - making process. The City acknowledges that the financial responsibility for vendor's disposal, set up, and transportation costs, based on actual usage by residents of the City, rests with the City. The City further acknowledges and agrees its financial responsibility is determined by a proportional share of the program Operational and Capital Budgets, based on the City's percentage of total single - family households served and using single - family household projections from the North Central Texas Council of Governments. The Operational and Capital Budgets will be determined by the County and the HHW Network. No participating City will be obligated to incur expenses without their prior knowledge and approval. V. HHW NETWORK RESPONSIBILITIES Under the Bylaws of the HHW Network as included in Exhibit 02018 which is incorporated herein for all purposes, the HHW Network will: 1. Provide guidance and direction to the Program Manager in the selection of a HHW disposal contractor, in identifying and selecting waste disposal options, in advertising HHW collections, and in developing and implementing a HHW public awareness program. I HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" 2. Create a Finance Committee, composed of those HHW Network members that contribute funds, to make recommendations to the HHW Network regarding expenditures of funds for the HHW Program. 3. Provide guidance and direction to the Program Manager in scheduling community HHW collection events. The HHW Network will attempt to honor all requests from member cities wishing to host a community HHW collection event. Should insufficient dates be available to accommodate all such requests, the number of events hosted by a single member City annually may be scheduled at a rate that is proportional to that City's share of single family households served. 4. Pay for all routine maintenance at the Collection Center and be responsible for capital additions necessitated by program operations. 1T /Na /G\:31aIWil To the extent allowed by law, and without creating a sinking fund, the County agrees to be responsible for any liability or damages the County may suffer as a result of claims, demands, costs or judgments against the County, including workers' compensation claims, arising out of the performance of the work and services under this Agreement, or arising from any accident, injury or damage, whatsoever, to any person or persons, or to the property of any person(s) occurring during the performance of this Agreement which are caused by the sole negligence of the County, its agents, officers and /or employees. To the extent allowed by law, and without creating a sinking fund, the City agrees to be responsible for any liability or damages the City may suffer as a result of claims, demands, costs or judgments against the City, including workers' compensation claims, arising out of the performance of the work and services under this Agreement, or arising from any accident, injury or damage, whatsoever, to any person or persons, or to the property of any person(s) occurring during the performance of this Agreement which are caused by the sole negligence of the City, its agents, officers and /or employees. County and City agree that any such liability or damages as stated above occurring during the performance of this Agreement caused by the joint or comparative negligence of their employees, agents and officers will be determined in accordance with the comparative responsibility laws of the Mate of Texas. This Agreement is made solely for the benefit of the parties, and nothing herein will be construed as granting any rights or cause of action to any third party. This Agreement is made subject to the County's and City's sovereign immunity, Title 5 of the Texas Civil Practice and Remedies Code and the Texas Tort Claims Act. I HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" VII. RENEWAL, CANCELLATION AND AMENDMENTS This Agreement may be renewed on October 1 of each year for four additional one -year terms by mutual agreement of the parties (a "Renewal "). A Renewal will be effectuated by a formal amendment to this Agreement which also reflects the current fiscal obligations of the parties for the current Renewal term. Either party may withdraw from this Agreement at any time without cause, provided that it has notified the other party in writing at least sixty (60) days prior to its intended withdrawal date. Notwithstanding anything to the contrary herein, County's obligations contained in this Agreement and any extension hereto are expressly contingent upon the availability of funding for each item and obligation. Neither the State of Texas nor any City or any other person or entity will have any cause of action against the County of Dallas regarding this Agreement in the event that the County is unable to fulfill its obligations under this Agreement as a result of the lack of sufficient funding from any source utilized to fund this Agreement or failure of any funding party, including the County, to budget or authorize funding for this Agreement during the current or future fiscal years. In the event of insufficient funding by County or any other funding entity, or if funding for this Agreement is terminated, limited, suspended or withdrawn, or if funds become unavailable in whole or part, the County, at its sole discretion, will have the right, but not the obligation, to terminate County's obligations herein and withdraw from this Agreement with at least sixty (60) days prior written notice to the other HHW Network entities. Nothing herein will prevent the County, in its sole discretion, from providing funding from a separate source. VIII. PAYMENT The City, once receiving an invoice from the County for services rendered (operational, disposal, capital, set up, and /or transportation costs), must provide payment within thirty (30) days to the County per this Agreement and any addendum(s) to this Agreement. If the City fails to pay within thirty (30) days, the City will be charged a late fee of one percent (1 %) of the invoice amount for each additional month or portion thereof. Disputes should be directed to the HHW Program Manager. Interest charges on disputed amounts will be suspended until an accurate figure has been documented and re- submitted to the City by HHW Network staff. Upon written request from the City, invoices from the County must be accompanied by copies of all participant surveys and other relevant backup documents to the invoice. Payments required under this Agreement must be in amounts that fairly compensate the performing party for the services or functions performed and shall be made from current revenues available to the paying party. IX. AMENDMENTS AND CHANGES IN THE LAW: No modification, amendment, novation, renewal or other alteration of this I HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" Agreement will be effective unless mutually agreed upon in writing and executed by the parties hereto. Any alteration, addition, or deletion to the terms or conditions of this Agreement which are required by changes in federal or State law are automatically incorporated herein without written amendment to this Agreement and will be effective on the date designated by said law. Provided, however, that if the change in federal or State law renders the basic purposes of this Agreement illegal, invalid or unenforceable then either party may, upon written notice to the other, terminate this Agreement, and the parties agree to enter into good faith negotiations to replace this Agreement with an agreement as similar to the terms and conditions of this Agreement as legally permissible. If any provision of this Agreement is construed to be illegal or invalid, this will not affect the legality or validity of any of the other provisions herein. The illegal or invalid provision will be deemed stricken and deleted, but all other provisions will continue and be given effect as if the illegal or invalid provisions had never been incorporated. This Agreement has been authorized by the City through a duly enacted resolution passed by the City Council. The person or persons signing and executing this Agreement on behalf of City, or representing themselves as signing and executing this Agreement on behalf of City, do hereby warrant and guarantee that he, she or they have been duly authorized by City to execute this Agreement on behalf of City and to validly and legally bind City to all terms, performances and provisions herein set forth. XII. ENTIRE AGREEMENT: This Agreement, including all exhibits and attachments, constitutes the entire agreement between the parties hereto and supersedes any other agreement concerning the subject matter of this transaction, whether oral or written. XIII. BINDING EFFECT: This Agreement and the respective rights and obligations of the parties hereto will inure to the benefit and be binding upon the successors and assigns of the parties hereto, as well as the parties themselves. XIV. FEDERAL OR STATE FUNDED PROJECT: If Agreement is funded in part by either the State of Texas or federal government, the City agrees to timely comply without additional cost or expense to County, unless 7 HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" otherwise specified herein, to any statute, rule, regulation, grant, contract provision or other State or federal law, rule, regulation, or other similar restriction that imposes additional or greater requirements than stated herein and that is directly applicable to the services rendered under the terms of this Agreement. XV. DEFAULT /CUMULATIVE RIGHTS /MITIGATION: It is not a waiver of default if the non - defaulting party fails to immediately declare a default or delays in taking any action. The rights and remedies provided by this Agreement are cumulative, and either party's use of any right or remedy will not preclude or waive its right to use any other remedy. These rights and remedies are in addition to any other rights the parties may have by law, statute, ordinance or otherwise. The City has a duty to mitigate damages. XVI. COUNTERPARTS, NUMBER /GENDER AND HEADINGS: This Agreement may be executed in multiple counterparts, each of which will be considered an original, but all of which will constitute one and the same instrument. Words of any gender used in this Agreement will be held and construed to include any other gender, and any words in the singular will include the plural and vice versa, unless the context clearly requires otherwise. Headings herein are for the convenience of reference only and will not be considered in any interpretation of this Agreement. HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" The County of Dallas, State of Texas, has executed this Agreement pursuant to Commissioners Court Order 2017 -0979 passed on the 1st day of August, 2017. COUNTY: EXECUTED THIS 1st DAY OF August, 2017. BY: Clay Lewis Jenkins County Judge Dallas County, Texas BY: Rick Loessberg Director Planning and Development Dallas County, Texas APPROVED AS TO FORM *: FAITH JOHNSON District Attorney Dallas County, Texas BY: Randall Miller Assistant District Attorney Civil Division Dallas County, Texas *By law, the District Attorney's office may only advise or approve a contract or legal document on behalf of other parties. Our review of this document was conducted solely from the legal Perspective of our client. Our approval of this document was offered solely for the benefit of our client. Other parties should not rely on this approval, and should seek review and approval by their own respective attorney(s). I HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" CITY: The City of Farmers Branch has executed this Agreement pursuant to Resolution Number , the day of 72017. EXECUTED THIS DAY OF , 2017. APPROVED AS TO FORM: BY: City Attorney 10 HHW Interlocal Agreement 2018 Resolution No. 2017 -103 1 x i b i t ,t�,?OIt3 Exhibit "A" Exhibit A2018 Scope of Services Overview For the Term of this Agreement or a Renewal Term, Dallas County proposes to operate a Household Hazardous Waste (HHW) disposal program on behalf of the participating cities of the Dallas Area Household Hazardous Waste Network (HHW Network). To accomplish this, the County will continue to use the HHW Network as multi - jurisdictional guidance to the HHW Program Manager in order to maintain an efficient and jurisdictionally sensitive collection program. As the nucleus of a management structure, the County, through Interlocal Agreements with participating cities, will continue to direct and manage the planning, coordination, and implementation of the HHW Network and HHW collection program. The HHW Network will function as an advisory board and will consist of representatives from participating cities and Dallas County. County staff will provide project governance and oversight. Strategy Each spring and fall, the HHW program will target a series of temporary collection sites throughout the participating area, as selected by participating cities in the HHW Network, for one -day community collection events. The participating cities will select the days of the events. The County will oversee the operation of a fixed -site Collection Center for year -round access in addition to the aforementioned collection events. The County may provide transportation of materials between the Collection Center and city -owned satellite collection stations that are available to all participating cities as an adjunct to the Collection Center. Each city will be able to participate in each of the one -day community collection events. Each event will -be held on a different day, at a different location, as determined by the HHW Network. Residents of each participating city also can use the Collection Center on a year -round basis. For all one -day community collection events, the HHW Program Manager and staff will coordinate scheduling, vendor services, equipment, supplies, advertising, and labor for onsite activities. The host city will provide for traffic control and site security, and will have an onsite City representative for the duration of any collection held within its jurisdiction. The host city will also assist in providing volunteers and volunteer amenities. The County will negotiate the disposal or diversion of HHW on behalf of the HHW Network participants, according to the criteria established by the HHW Network. Dallas County will provide office space, a Collection Center site, project management, and a mobile unit. The HHW Program Manager and staff must be County employees, whose salaries and benefits are funded by the participating cities and /or 11 HHW Interlocal Agreement 2018 Resolution No. 2017 -103 1- xl'iibit A2018 Exhibit "A" through grants. All disposal, set up, and transportation costs will be funded by the participating cities, based on participation rates. All operating costs, including personnel, facility and equipment maintenance, advertising, supplies, services, and other operational costs will be funded by the participating cities proportionally, based on the most current single - family population figures from the North Central Texas Council of Governments. Program enhancements and capital additions necessitated by program operations will be the responsibility of the HHW Network and funded by the participating cities and /or by grants. All satellite collection centers must be owned and staffed by the host city and available to residents of all HHW Network cities. All satellite station costs for operations, personnel, and facility maintenance will be funded by the host city. Vehicles and supplies for handling and packing will be provided by the HHW Network through funding for the HHW Program. All overhead for the Household Hazardous Waste Program and Collection Center will be funded through the HHW Network operating and capital budgets. Each participating city must provide the County with funds to cover its collection, disposal, transportation and setup costs within thirty (30) days of receiving an invoice from the County. Operational and capital costs will be paid quarterly in advance. The City will pay a percent of the operational and capital costs equivalent to its percent of the total of single - family households in all participating cities. Single - family household totals will be acquired from statistics published by the North Central Texas Council of Governments. Collection Center disposal costs will be billed to the City at the end of each billing period, according to the number of residents participating during the billing period. Satellite station disposal costs will be billed to the City at the end of each billing period, applying the Collection Center billing rate to the number of residents using the Satellite station. Collection event costs, including setup, disposal, transportation, etc., will be billed after each event, according to the number of residents participating at the event. The County, as signatory on all contracts, will pay the HHW disposal contractor and all other vendors with the funds received from the participating cities. If, at any time, it appears that a city lacks sufficient funding to complete the contract year, the city must choose one of the following options: • The City may cap its costs, and no longer pay for its residents to drop off their waste at the collection center or future one -day events to be held within the Term of the Agreement or a Renewal term; or • The City may decide to continue to allocate funds and allow its residents to participate in the collection center and future events to be held in the Agreement year. * * If a city decides to continue to fund costs for its residents above the sum provided for in its Interlocal Agreement with the County, then the City must provide the County with a letter of agreement as an addendum to the Interlocal Agreement whereby the city is contractually obligated to pay the County any additional costs for HHW 12 HHW interlocal Agreement 2018 Resolution No. 2017 -103 %: x Exhibit "A" h Lt A.2 O collection during the period in which it wishes to extend its payment obligations and specifies a new not -to- exceed budget limit. If a city does not make a provision to cover a cost overrun, and the city reaches its contractual limit (as provided for in the Interlocal Agreement or its addendum(s)), subsequent participants from that city must pay their own collection fees in order to dispose of their HHW at the Collection Center or community collection event sites until an addendum is added to the Agreement to cover additional costs. This fee will be calculated from the most recent average collection cost per household or from actual disposal costs, whichever is greater. •• •• . The ultimate objective of the HHW program is to minimize or eliminate the disposal of HHW in area landfills and storm water sewers through reuse /recycling, education and collection /disposal. Toward this end, this program will: 1. Operate a year -round collection center and a series of one -day community collection events each spring and fall throughout Dallas County, serving at least 9,000 households annually. 2. Provide HHW Network cities an opportunity and forum to address storm water pollution and HHW issues. 3. Involve as many cities as possible in the HHW Network. 4. Establish a precedent in Dallas County for handling HHW through a regional approach that will serve as a model for other multi - jurisdictional areas. 5. Educate the public as to alternatives, wise purchasing, and safe disposal through the use of as many of the following as possible: internet sites, utility bill stuffers, newspaper, television & radio public service announcements, contact with local environmental groups, trade show exhibits, presentation at schools, neighborhood organization meetings, service organizations, etc. 6. Gather data regarding citizen interest as well as types and amounts of HHW diverted from the waste stream by surveying collection participants. 7. Divert a substantial amount of HHW from municipal landfills. 8. Involve local businesses, especially those connected with the manufacture or sales of HHW generating products. 9. Involve local environmental groups, Dallas County Public Health Advisory Committee, Dallas County Health Dept., Texas Cooperative Extension Services, and the Southwest Institute of Forensic Sciences. 13 HHW Tnterlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" i x [i i b i t. Ar 018 Special Training Requirements Dallas County, as Operator, will be responsible for providing personnel at all collection locations. Those personnel may be county, city, volunteer, or contract personnel. The County will ensure that all personnel involved in collection activities have received training appropriate to their duties as specified in Texas Administrative Code Title 30, Section 335.407. All citizen volunteers must attend a brief onsite orientation session prior to assisting with collection activities. This orientation will be provided by Dallas County HHW Program staff. Citizen volunteers will be restricted from entering areas where hazardous materials are handled, and their activities will be limited to taking surveys, distributing educational literature, processing non - hazardous recyclables and assisting with traffic control. Records and Reporting The Program Manager and staff must prepare quarterly progress reports for the County, HHW Network, and relevant grant agencies. Financial reports and progress reports must be presented at least quarterly and in accordance with grant requirements. Financial records, contacts, and data from the collection surveys must be computerized. A final report must be presented within 90 days of the end of each collection event, fiscal quarter, and fiscal year. The final report must include the results of surveys taken from participating citizens and participating cities to gather data including frequency of use and materials collected. Program Goals • Participation by at least 9,000 of the area households annually • Participation by at least 50% of the cities in the County • Increase public outreach to households in participating cities • Coverage by general circulation newspaper and /or broadcast media • Involvement of the community at all levels; government, industry, and citizens HHW Interlocal Agreement 2018 Resolution No. 2017-103 Exhibit "A" XI')ilaiI B3 018 Exhibit B2018 FY2018 HHW PROGRAM BUDGET SUMMARY This exhibit summarizes the total program funding for fiscal year 2018 ( "FY18 ") as approved by the Dallas Area Household Hazardous Waste Network at its regular meeting on April 27, 2017 and the Dallas County Commissioners Court on August 1, 2017. The Operational Budget includes personnel and operating costs, which are shared by the Network cities based on single - family household projections published by North Central Texas Council of Governments. Personnel costs include all HHW staff salaries and fringe benefits. Operating costs include supplies, equipment, advertising, public education, volunteer support, staff development, printing, postage, facility maintenance, utilities, and all other direct programming costs. Capital Expense Budget costs are provided by the cities based on single - family household projections published by the North Central Texas Council of Governments. These funds are set aside for capital maintenance and improvements including building repairs, equipment repair or replacement, mechanical upgrades, and expansion projects. The Collection /Disposal Budget is comprised of vendor costs for collection services, contract labor, and materials disposal. These costs vary according to actual usage and are indicated in the budget summary for planning purposes only. Funding for collection, contract labor, and disposal costs will be collected from the cities after the fact, on an as -used basis. Budget adjustments made during the Term of the Agreement must not result in a City Funding amount that exceeds the approved budget total shown herein. The County may make line item transfers within the budget when these transfers do not exceed $5,000. Budget adjustments in excess of $5,000 must be approved by the HHW Network. BUDGET SECTION CITY FUNDING OPERATIONAL BUDGET Personnel Costs $ 487,228 Operating Costs $ 212,125 CAPITAL EXPENSE BUDGET $ 93,000 15 HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" COLLECTION / DISPOSAL BUDGET TOTAL PROGRAM BUDGET Exhibit B2018 DALLAS COUNTY HOUSEHOLD HAZARDOUS WASTE PROGRAM Proportional Shares of FY2018 Operational and Capital Budget Based on Estimated SINGLE FAMILY HOUSING UNITS ** NOTES: * FY18 Net Operational Budget = $679,353 Net Capital Costs = $43,000 Combined Net Operational and Capital Budget = $722,353 Operational and Capital budget shares are determined by multiplying each city's Percent of Service Area times the net total of those two budgets. City shares are billed quarterly in advance and may be proportionately adjusted in the event city participation changes. Disposal costs are paid in addition to Operational and Capital costs and are based on actual usage. 16 Service Area Based on Single Family Percent FY18 Quarterly FY18 Annual City Households of Share of Share of as per Current Service Operational and Operational and NCTCOG Area Capital Budgets* Capital Budgets* Estimates ** Addison 1,794 0.33% $ 577 $ 2,403 Dallas 284,183 52.70% $ 91,352 $ 380,693 De Soto 15,536 2.88% $ 4,994 $ 20,812 Duncanville 11,616 2.15% $ 3,734 $ 15,561 Farmers Branch 8,821 1.64% $ 2,836 $ 11,817 Garland 64,400 11.94% $ 20,702 $ 86,270 Highland Park 3,492 0.65% $ 1,123 $ 4,678 Irving 41,390 7.68% $ 13,305 $ 55,446 Mesquite 38,840 7.20% $ 12,485 $ 50,030 Richardson 30,356. 5.63% $ 9,758 $ 40,665 Rowlett 18,726 3.47% $ 6,020 $ 25,085 Sachse 7,074 1.31% $ 6,020 $ 9,476 Seagoville 3,710 0.69% $ 1,193 $ 4,970 Sunnyvale 1,758 0.33% $ 2,422 $ 2,355 University Park 7,533 1.40% $ 2,422 $ 10,991 Wilmer 1,288 0.24% $ 414 $ 1,725 TOTAL 540,517 100% $ 180,588.25 $ 722,353 NOTES: * FY18 Net Operational Budget = $679,353 Net Capital Costs = $43,000 Combined Net Operational and Capital Budget = $722,353 Operational and Capital budget shares are determined by multiplying each city's Percent of Service Area times the net total of those two budgets. City shares are billed quarterly in advance and may be proportionately adjusted in the event city participation changes. Disposal costs are paid in addition to Operational and Capital costs and are based on actual usage. 16 HHW Interlocal Agreement 2018 Resolution No. 2017 -103 Exhibit "A" ** Single- family housing estimates were revised 4/15/15, using latest published figures from NCTCOG, which have not changed from previous year estimates. 17 HHW Interlocal Agreement FY18 Resolution No. 2017 -103 Exhibit C2018 Exhibit "A" Exhibit C2018 BYLAWS OF THE DALLAS AREA HOUSEHOLD HAZARDOUS WASTE NETWORK Article I: Name The name of this organization is the Dallas Area Household Hazardous Waste Network (hereafter referred to as the "HHW Network "). Article II: Mission The purpose of the HHW Network is to efficiently organize and promote the collection of household hazardous wastes (HHW) among individuals residing in Dallas County, or in counties adjacent to Dallas County, as agreed to by the Network Members. In order to accomplish this mission, the HHW Network will actively promote cooperative arrangements among governmental agencies in the County and will provide a forum for discussion of techniques for collection and disposal of HHW. Article III: Members Votinq Members - Voting membership in the HHW Network will be offered to one representative of each city volunteering to participate in the HHW Network and to one representative of Dallas County. Any city requesting membership must provide an official written notice of the name of the individual to be designated as the HHW Network member. Once designated, an individual member must arrange to have an alternate designated to participate in the absence of the member. Advisory (Non- voting) Members - the County Judge will name additional Advisory (Non- voting) Members to the HHW Network representing the following categories or organizations: • one member representing Dallas County, other than the County's voting member • one member representing the North Central Texas Council of Governments ® three members representing advocacy, environmental, or other citizen groups such as: Texas Cooperative Extension Service, Audubon Society, and League of Women Voters a two members representing the private sector Term - each of the designated individuals will serve until his /her successor is designated. Article IV: Meetings The HHW Network will meet as required to conduct its business. All HHW 0 HHW Interlocal Agreement FY18 Resolution No. 2017 -103 Exhibit C2018 Exhibit "A" Network meetings must be public meetings open to all participants. The Project Manager of the HHW Network must establish a mailing list for notification of all meetings, and must include on this list any individual that requests notification. Quorum - At any regular meeting of the HHW Network, a quorum will consist of half of the individuals who have then been duly designated or appointed pursuant to Article III. Article V: Voting Each Voting Member of the HHW Network will have one vote. Article VI: Officers and Committees The HHW Program Manager will preside at all meetings. The HHW Program Manager and staff will be responsible for all staff work and notifications related to the Network. The Program Manager must not be a voting member of the Network. The HHW Network, by majority vote, may establish such committees as the HHW Network considers necessary to carry out the work of the organization. Finance Committee - The Finance Committee must consist of representatives of each city that has made a binding commitment to participate in a disposal program and the County's voting member. The Program Manager will serve as an ex officio member of this committee. No contract or other financial arrangement affecting the participants may be referred to or approved by the HHW Network without first receiving approval of the Finance Committee. Article VII: Amendments These bylaws will become effective when ratified by a majority of HHW Network voting members attending a regular meeting, and when approved by Dallas County Commissioners Court. Amendments may be proposed by any member at any time, in writing. Such amendments will be voted on at a duly called HHW Network meeting to which notice has been given that an amendment will be proposed. Amendments passed by 2/3 of the voting members present will become part of the bylaws. 19 HHW Interlocal Agreement FY18 Resolution No. 2017 -103 Exhibit C2018 Exhibit "A" 20 X44 "" 0 . �qqjral • • Continuation of Household Hazardous Waste Program / Adoption of FY2018 Program Budget On a motion made by Commissioner Dr. Theresa M. Daniel, District 1, and seconded by Commissioner Dr. Elba Garcia, District 4, the following order was passed and adopted by the Commissioners Court of Dallas County, State of Texas: BRIEFING DATE: 8/1/2017 FUNDING SOURCE: Escrow Fund 532 Be it resolved and ordered that the Dallas County Commissioners Court does hereby approve the continuation of the Household Hazardous Waste program, its FY2018 interlocal agreement with participating cities, and its proposed FY2018 budget of $1,772,353 (of which $140,000 consists of prior -year carryover for contract labor, capital expenses, and other operational expenses). It is further resolved and ordered that the County Judge is authorized to sign the aforementioned FY2018 interlocal agreements on behalf of the County. Done in open court August 1, 2017, by the following vote: IN FAVOR: Honorable Clay Lewis Jenkins, County Judge Commissioner Dr. Theresa M. Daniel, District 1 Commissioner Mike Cantrell, District 2 Commissioner John Wiley Price, District 3 Commissioner Dr. Elba Garcia, District 4 OPPOSED: None ABSTAINED: None ABSENT: None Recommended by: Rick Loessberg Originating Department: Planning and Development HHW Interlocal Agreement 2018 STATE OF TEXAS ) COUNTY OF DALLAS ) AGREEMENT BETWEEN CITY OF FARMERS BRANCH AND DALLAS COUNTY WITNESSETH: WHEREAS, the City of Farmers Branch, Texas, (the "City ") wishes to enter into this agreement (the "Agreement ") to join the Dallas Area Household Hazardous Waste Network (the "HHW Network ") to coordinate the planning and implementation of a hazardous waste collection program from October 1, 2017, through September 30, 2018, with options to renew for four additional one -year terms; and WHEREAS, Dallas County, Texas acting by and through the Dallas County Commissioners Court ( "County ") approves the City's participation in the HHW Network; and WHEREAS, the Interlocal Cooperation Act, Chapter 791 of the Texas Government Code, as amended, provides authorization for local governments to enter into contracts with other local governments and state agencies; and WHEREAS, the Dallas County Commissioners Court adopted Court Order Number 94- 751 establishing the HHW Network to coordinate the planning and implementation of a HHW collection program; and WHEREAS, the HHW Network has successfully served the residents of the participating local governments since its inception in 1994 and is prepared to continue its services; NOW, THEREFORE, THIS AGREEMENT is hereby made and entered into by the City and the County upon mutual consideration stated herein: It is the desire of the City to voluntarily join with the County and other interested jurisdictions, to participate in a Household Hazardous Waste ( "HHW ") collection program as a continuation of the 1994 -2017 program. The terms and conditions set forth within this Agreement provide the cooperative framework for the City and the County to undertake a variety of activities necessary to coordinate the planning and 1 HHW Interlocal Agreement 2018 implementation of a HHW collection program and to provide public education aimed at decreasing the generation of HHW. GENERAL CONDITIONS: The specific Scope of Services (see attached Exhibit A2018) has been reviewed and approved by the HHW Network. The parties agree Exhibit A2018 is incorporated herein for all purposes. Any and all changes having a financial impact must be approved in advance by a mutually executed letter of agreement between the City and the County. Each letter of agreement, upon full execution, will become an addendum to this Agreement which is automatically incorporated upon mutual execution of the parties. The Term of this Agreement will begin on October 1, 2017and continue until September 30, 2018 ( "Term "). Any notice, demand, or request related to this Agreement must be in writing and sent by U.S. Certified or Registered Mail to the designated contact at the address below. A notice, demand, or request will be considered received by the addressee three (3) business days after the date the notice, demand, or request was sent by U.S. Certified or Registered Mail to the contact at the address below. Fax Dallas County Contact City Contact (Name, Title, Address, Phone, Earle Blakney HHW Program Manager Dallas County 11234 Plano Road Dallas, TX 75243 PHONE: (214) 553 -1765 FAX: (214) 553 -6507 With Copy to: Russell Roden Chief, Civil Division Dallas County K HHW Interlocal Agreement 2018 District Attorney's Office 411 Elm Street 5t" Floor Dallas, Texas 75202 III. COUNTY RESPONSIBILITIES During the Term of this Agreement, the County agrees to the following provisions: 1. To provide HHW Network project management, HHW Network disposal contract negotiations and signatory, a HHW Mobile Unit, HHW public education, assistance with advertisement of HHW collections, all as per funding scheduled and provided by the participating cities, grants, and contributions. 2. To enter into an agreement with disposal vendor(s) to provide household hazardous waste services including a series of disposal events and disposal services at the County's fixed -site HHW collection locations. The County recognizes and agrees that compensation for vendors under such agreements will be payable only to the extent that City funds are made available. 3. To provide two representatives on the HHW Network. 4. To provide, manage, operate, and maintain a site at 11234 Plano Road in Dallas for exclusive use as a Home Chemical Collection Center ( "Collection Center "). 5. To provide regular reports to the City regarding collection statistics taken from event surveys. IV. CITY RESPONSIBILITIES During the Term of this Agreement, the City will provide: 1. A sum not to exceed $ for disposal, setup, operational, capital and transportation costs for HHW collection for residents of the City, during the period from October 1, 2017 through September 30, 2018. This figure is based on the program's annual budget contained in Exhibit 82018 which is incorporated herein for all purposes. a) The City agrees collection, setup, and disposal costs will be paid after -the- fact, based on actual usage by the City at events and at the Collection Center. 3 HHW Interlocal Agreement 2018 b) The City agrees operational and capital costs must be paid quarterly in advance. c) In the event of early withdrawal, the operational and capital costs will not be pro -rated for partial quarter participation but will become immediately due and payable in full. 2. Evidence that funding has been committed and encumbered which will be available for the obligations set forth herein in an appropriate form (City Council resolution, approved line item budget, letter from department head or other official authorized to encumber funds, etc.). 3. A request to the County in writing when the City wishes a collection event to be held within the City's jurisdiction and assistance in obtaining HHW collection site location(s), community support, volunteers, and volunteer amenities for the requested event. 4. Onsite representation at HHW collection(s) within its jurisdiction. 5. Notification to the County in writing at least sixty (60) days prior to withdrawal from this Agreement by the City. 6. One representative and one alternate on the HHW Network to attend Network meetings and participate in the decision - making process. The City acknowledges that the financial responsibility for vendor's disposal, set up, and transportation costs, based on actual usage by residents of the City, rests with the City. The City further acknowledges and agrees its financial responsibility is determined by a proportional share of the program Operational and Capital Budgets, based on the City's percentage of total single - family households served and using single - family household projections from the North Central Texas Council of Governments. The Operational and Capital Budgets will be determined by the County and the HHW Network. No participating City will be obligated to incur expenses without their prior knowledge and approval. V. HHW NETWORK RESPONSIBILITIES Under the Bylaws of the HHW Network as included in Exhibit 02018 which is incorporated herein for all purposes, the HHW Network will: 1. Provide guidance and direction to the Program Manager in the selection of a HHW disposal contractor, in identifying and selecting waste disposal options, in advertising HHW collections, and in developing and implementing a HHW public awareness program. I HHW Interlocal Agreement 2018 2. Create a Finance Committee, composed of those HHW Network members that contribute funds, to make recommendations to the HHW Network regarding expenditures of funds for the HHW Program. 3. Provide guidance and direction to the Program Manager in scheduling community HHW collection events. The HHW Network will attempt to honor all requests from member cities wishing to host a community HHW collection event. Should insufficient dates be available to accommodate all such requests, the number of events hosted by a single member City annually may be scheduled at a rate that is proportional to that City's share of single family households served. 4. Pay for all routine maintenance at the Collection Center and be responsible for capital additions necessitated by program operations. 1T /Na /G\:31aIWil To the extent allowed by law, and without creating a sinking fund, the County agrees to be responsible for any liability or damages the County may suffer as a result of claims, demands, costs or judgments against the County, including workers' compensation claims, arising out of the performance of the work and services under this Agreement, or arising from any accident, injury or damage, whatsoever, to any person or persons, or to the property of any person(s) occurring during the performance of this Agreement which are caused by the sole negligence of the County, its agents, officers and/or employees. To the extent allowed by law, and without creating a sinking fund, the City agrees to be responsible for any liability or damages the City may suffer as a result of claims, demands, costs or judgments against the City, including workers' compensation claims, arising out of the performance of the work and services under this Agreement, or arising from any accident, injury or damage, whatsoever, to any person or persons, or to the property of any person(s) occurring during the performance of this Agreement which are caused by the sole negligence of the City, its agents, officers and /or employees. County and City agree that any such liability or damages as stated above occurring during the performance of this Agreement caused by the joint or comparative negligence of their employees, agents and officers will be determined in accordance with the comparative responsibility laws of the Mate of Texas. This Agreement is made solely for the benefit of the parties, and nothing herein will be construed as granting any rights or cause of action to any third party. This Agreement is made subject to the County's and City's sovereign immunity, Title 5 of the Texas Civil Practice and Remedies Code and the Texas Tort Claims Act. I HHW Interlocal Agreement 2018 VII. RENEWAL, CANCELLATION AND AMENDMENTS This Agreement may be renewed on October 1 of each year for four additional one -year terms by mutual agreement of the parties (a "Renewal "). A Renewal will be effectuated by a formal amendment to this Agreement which also reflects the current fiscal obligations of the parties for the current Renewal term. Either party may withdraw from this Agreement at any time without cause, provided that it has notified the other party in writing at least sixty (60) days prior to its intended withdrawal date. Notwithstanding anything to the contrary herein, County's obligations contained in this Agreement and any extension hereto are expressly contingent upon the availability of funding for each item and obligation. Neither the State of Texas nor any City or any other person or entity will have any cause of action against the County of Dallas regarding this Agreement in the event that the County is unable to fulfill its obligations under this Agreement as a result of the lack of sufficient funding from any source utilized to fund this Agreement or failure of any funding party, including the County, to budget or authorize funding for this Agreement during the current or future fiscal years. In the event of insufficient funding by County or any other funding entity, or if funding for this Agreement is terminated, limited, suspended or withdrawn, or if funds become unavailable in whole or part, the County, at its sole discretion, will have the right, but not the obligation, to terminate County's obligations herein and withdraw from this Agreement with at least sixty (60) days prior written notice to the other HHW Network entities. Nothing herein will prevent the County, in its sole discretion, from providing funding from a separate source. VIII. PAYMENT The City, once receiving an invoice from the County for services rendered (operational, disposal, capital, set up, and /or transportation costs), must provide payment within thirty (30) days to the County per this Agreement and any addendum(s) to this Agreement. If the City fails to pay within thirty (30) days, the City will be charged a late fee of one percent (1 %) of the invoice amount for each additional month or portion thereof. Disputes should be directed to the HHW Program Manager. Interest charges on disputed amounts will be suspended until an accurate figure has been documented and re- submitted to the City by HHW Network staff. Upon written request from the City, invoices from the County must be accompanied by copies of all participant surveys and other relevant backup documents to the invoice. Payments required under this Agreement must be in amounts that fairly compensate the performing party for the services or functions performed and shall be made from current revenues available to the paying party. IX. AMENDMENTS AND CHANGES IN THE LAW: No modification, amendment, novation, renewal or other alteration of this I HHW Interlocal Agreement 2018 Agreement will be effective unless mutually agreed upon in writing and executed by the parties hereto. Any alteration, addition, or deletion to the terms or conditions of this Agreement which are required by changes in federal or State law are automatically incorporated herein without written amendment to this Agreement and will be effective on the date designated by said law. Provided, however, that if the change in federal or State law renders the basic purposes of this Agreement illegal, invalid or unenforceable then either party may, upon written notice to the other, terminate this Agreement, and the parties agree to enter into good faith negotiations to replace this Agreement with an agreement as similar to the terms and conditions of this Agreement as legally permissible. ... If any provision of this Agreement is construed to be illegal or invalid, this will not affect the legality or validity of any of the other provisions herein. The illegal or invalid provision will be deemed stricken and deleted, but all other provisions will continue and be given effect as if the illegal or invalid provisions had never been incorporated. 0Wi Lei 01/: %ri7 i'iU►/_1 1 7_1 kit VA This Agreement has been authorized by the City through a duly enacted resolution passed by the City Council. The person or persons signing and executing this Agreement on behalf of City, or representing themselves as signing and executing this Agreement on behalf of City, do hereby warrant and guarantee that he, she or they have been duly authorized by City to execute this Agreement on behalf of City and to validly and legally bind City to all terms, performances and provisions herein set forth. XII. ENTIRE AGREEMENT: This Agreement, including all exhibits and attachments, constitutes the entire agreement between the parties hereto and supersedes any other agreement concerning the subject matter of this transaction, whether oral or written. XIII. BINDING EFFECT: This Agreement and the respective rights and obligations of the parties hereto will inure to the benefit and be binding upon the successors and assigns of the parties hereto, as well as the parties themselves. XIV. FEDERAL OR STATE FUNDED PROJECT: If Agreement is funded in part by either the State of Texas or federal government, the City agrees to timely comply without additional cost or expense to County, unless 7 HHW Interlocal Agreement 2018 otherwise specified herein, to any statute, rule, regulation, grant, contract provision or other State or federal law, rule, regulation, or other similar restriction that imposes additional or greater requirements than stated herein and that is directly applicable to the services rendered under the terms of this Agreement. XV. DEFAULT /CUMULATIVE RIGHTS /MITIGATION: It is not a waiver of default if the non - defaulting party fails to immediately declare a default or delays in taking any action. The rights and remedies provided by this Agreement are cumulative, and either party's use of any right or remedy will not preclude or waive its right to use any other remedy. These rights and remedies are in addition to any other rights the parties may have by law, statute, ordinance or otherwise. The City has a duty to mitigate damages. XVI. COUNTERPARTS, NUMBER /GENDER AND HEADINGS: This Agreement may be executed in multiple counterparts, each of which will be considered an original, but all of which will constitute one and the same instrument. Words of any gender used in this Agreement will be held and construed to include any other gender, and any words in the singular will include the plural and vice versa, unless the context clearly requires otherwise. Headings herein are for the convenience of reference only and will not be considered in any interpretation of this Agreement. HHW Interlocal Agreement 2018 The County of Dallas, State of Texas, has executed this Agreement pursuant to Commissioners Court Order 2017 -0979 passed on the 1st day of August, 2017. COUNTY: EXECUTED THIS 1st DAY OF August, 2017. BY: Clay Lewis Jenkins County Judge Dallas County, Texas BY: Rick Loessberg Director Planning and Development Dallas County, Texas APPROVED AS TO FORM *: FAITH JOHNSON District Attorney Dallas County, Texas BY: Randall Miller Assistant District Attorney Civil Division Dallas County, Texas *By law, the District Attorney's office may only advise or approve a contract or legal document on behalf of other parties. Our review of this document was conducted solely from the legal Perspective of our client. Our approval of this document was offered solely for the benefit of our client. Other parties should not rely on this approval, and should seek review and approval by their own respective attorney(s). I HHW Interlocal Agreement 2018 CITY: The City of Farmers Branch has executed this Agreement pursuant to Resolution Number , the day of 72017. EXECUTED THIS DAY OF 12017. APPROVED AS TO FORM: BY: City Attorney 10 HHW Interlocal Agreement 2018 Exhibit A2018 Scope of Services Overview I xhIbiL \,?0t8 For the Term of this Agreement or a Renewal Term, Dallas County proposes to operate a Household Hazardous Waste (HHW) disposal program on behalf of the participating cities of the Dallas Area Household Hazardous Waste Network (HHW Network). To accomplish this, the County will continue to use the HHW Network as multi - jurisdictional guidance to the HHW Program Manager in order to maintain an efficient and jurisdictionally sensitive collection program. As the nucleus of a management structure, the County, through Interlocal Agreements with participating cities, will continue to direct and manage the planning, coordination, and implementation of the HHW Network and HHW collection program. The HHW Network will function as an advisory board and will consist of representatives from participating cities and Dallas County. County staff will provide project governance and oversight. Strategy Each spring and fall, the HHW program will target a series of temporary collection sites throughout the participating area, as selected by participating cities in the HHW Network, for one -day community collection events. The participating cities will select the days of the events. The County will oversee the operation of a fixed -site Collection Center for year -round access in addition to the aforementioned collection events. The County may provide transportation of materials between the Collection Center and city -owned satellite collection stations that are available to all participating cities as an adjunct to the Collection Center. Each city will be able to participate in each of the one -day community collection events. Each event will -be held on a different day, at a different location, as determined by the HHW Network. Residents of each participating city also can use the Collection Center on a year -round basis. For all one -day community collection events, the HHW Program Manager and staff will coordinate scheduling, vendor services, equipment, supplies, advertising, and labor for onsite activities. The host city will provide for traffic control and site security, and will have an onsite City representative for the duration of any collection held within its jurisdiction. The host city will also assist in providing volunteers and volunteer amenities. The County will negotiate the disposal or diversion of HHW on behalf of the HHW Network participants, according to the criteria established by the HHW Network. Dallas County will provide office space, a Collection Center site, project management, and a mobile unit. The HHW Program Manager and staff must be County employees, whose salaries and benefits are funded by the participating cities and /or 11 HHW Interlocal Agreement 2018 I_xh i bi t A2018 through grants. All disposal, set up, and transportation costs will be funded by the participating cities, based on participation rates. All operating costs, including personnel, facility and equipment maintenance, advertising, supplies, services, and other operational costs will be funded by the participating cities proportionally, based on the most current single - family population figures from the North Central Texas Council of Governments. Program enhancements and capital additions necessitated by program operations will be the responsibility of the HHW Network and funded by the participating cities and /or by grants. All satellite collection centers must be owned and staffed by the host city and available to residents of all HHW Network cities. All satellite station costs for operations, personnel, and facility maintenance will be funded by the host city. Vehicles and supplies for handling and packing will be provided by the HHW Network through funding for the HHW Program. All overhead for the Household Hazardous Waste Program and Collection Center will be funded through the HHW Network operating and capital budgets. Each participating city must provide the County with funds to cover its collection, disposal, transportation and setup costs within thirty (30) days of receiving an invoice from the County. Operational and capital costs will be paid quarterly in advance. The City will pay a percent of the operational and capital costs equivalent to its percent of the total of single - family households in all participating cities. Single- family household totals will be acquired from statistics published by the North Central Texas Council of Governments. Collection Center disposal costs will be billed to the City at the end of each billing period, according to the number of residents participating during the billing period. Satellite station disposal costs will be billed to the City at the end of each billing period, applying the Collection Center billing rate to the number of residents using the Satellite station. Collection event costs, including setup, disposal, transportation, etc., will be billed after each event, according to the number of residents participating at the event. The County, as signatory on all contracts, will pay the HHW disposal contractor and all other vendors with the funds received from the participating cities. If, at any time, it appears that a city lacks sufficient funding to complete the contract year, the city must choose one of the following options: • The City may cap its costs, and no longer pay for its residents to drop off their waste at the collection center or future one -day events to be held within the Term of the Agreement or a Renewal term; or • The City may decide to continue to allocate funds and allow its residents to participate in the collection center and future events to be held in the Agreement year. * * If a city decides to continue to fund costs for its residents above the sum provided for in its Interlocal Agreement with the County, then the City must provide the County with a letter of agreement as an addendum to the Interlocal Agreement whereby the city is contractually obligated to pay the County any additional costs for HHW 12 HHW interlocal Agreement 2018 collection during the period in which it wishes to extend its payment obligations and specifies a new not -to- exceed budget limit. If a city does not make a provision to cover a cost overrun, and the city reaches its contractual limit (as provided for in the Interlocal Agreement or its addendum(s)), subsequent participants from that city must pay their own collection fees in order to dispose of their HHW at the Collection Center or community collection event sites until an addendum is added to the Agreement to cover additional costs. This fee will be calculated from the most recent average collection cost per household or from actual disposal costs, whichever is greater. •• •• . The ultimate objective of the HHW program is to minimize or eliminate the disposal of HHW in area landfills and storm water sewers through reuse /recycling, education and collection /disposal. Toward this end, this program will: 1. Operate a year -round collection center and a series of one -day community collection events each spring and fall throughout Dallas County, serving at least 9,000 households annually. 2. Provide HHW Network cities an opportunity and forum to address storm water pollution and HHW issues. 3. Involve as many cities as possible in the HHW Network. 4. Establish a precedent in Dallas County for handling HHW through a regional approach that will serve as a model for other multi - jurisdictional areas. 5. Educate the public as to alternatives, wise purchasing, and safe disposal through the use of as many of the following as possible: internet sites, utility bill stuffers, newspaper, television & radio public service announcements, contact with local environmental groups, trade show exhibits, presentation at schools, neighborhood organization meetings, service organizations, etc. 6. Gather data regarding citizen interest as well as types and amounts of HHW diverted from the waste stream by surveying collection participants. 7. Divert a substantial amount of HHW from municipal landfills. 8. Involve local businesses, especially those connected with the manufacture or sales of HHW generating products. 9. Involve local environmental groups, Dallas County Public Health Advisory Committee, Dallas County Health Dept., Texas Cooperative Extension Services, and the Southwest Institute of Forensic Sciences. 13 HHW Interlocal Agreement 2018 ixhihiL Ar018 Special Training Requirements Dallas County, as Operator, will be responsible for providing personnel at all collection locations. Those personnel may be county, city, volunteer, or contract personnel. The County will ensure that all personnel involved in collection activities have received training appropriate to their duties as specified in Texas Administrative Code Title 30, Section 335.407. All citizen volunteers must attend a brief onsite orientation session prior to assisting with collection activities. This orientation will be provided by Dallas County HHW Program staff. Citizen volunteers will be restricted from entering areas where hazardous materials are handled, and their activities will be limited to taking surveys, distributing educational literature, processing non - hazardous recyclables and assisting with traffic control. Records and Reporting The Program Manager and staff must prepare quarterly progress reports for the County, HHW Network, and relevant grant agencies. Financial reports and progress reports must be presented at least quarterly and in accordance with grant requirements. Financial records, contacts, and data from the collection surveys must be computerized. A final report must be presented within 90 days of the end of each collection event, fiscal quarter, and fiscal year. The final report must include the results of surveys taken from participating citizens and participating cities to gather data including frequency of use and materials collected. Program Goals • Participation by at least 9,000 of the area households annually • Participation by at least 50% of the cities in the County • Increase public outreach to households in participating cities • Coverage by general circulation newspaper and /or broadcast media • Involvement of the community at all levels; government, industry, and citizens HHW Interlocal Agreement 2018 Exhibit B2018 FY2018 HHW PROGRAM BUDGET SUMMARY This exhibit summarizes the total program funding for fiscal year 2018 ( "FY18 ") as approved by the Dallas Area Household Hazardous Waste Network at its regular meeting on April 27, 2017 and the Dallas County Commissioners Court on August 1, 2017. The Operational Budget includes personnel and operating costs, which are shared by the Network cities based on single - family household projections published by North Central Texas Council of Governments. Personnel costs include all HHW staff salaries and fringe benefits. Operating costs include supplies, equipment, advertising, public education, volunteer support, staff development, printing, postage, facility maintenance, utilities, and all other direct programming costs. Capital Expense Budget costs are provided by the cities based on single - family household projections published by the North Central Texas Council of Governments. These funds are set aside for capital maintenance and improvements including building repairs, equipment repair or replacement, mechanical upgrades, and expansion projects. The Collection /Disposal Budget is comprised of vendor costs for collection services, contract labor, and materials disposal. These costs vary according to actual usage and are indicated in the budget summary for planning purposes only. Funding for collection, contract labor, and disposal costs will be collected from the cities after the fact, on an as -used basis. Budget adjustments made during the Term of the Agreement must not result in a City Funding amount that exceeds the approved budget total shown herein. The County may make line item transfers within the budget when these transfers do not exceed $5,000. Budget adjustments in excess of $5,000 must be approved by the HHW Network. BUDGET SECTION CITY FUNDING OPERATIONAL BUDGET Personnel Costs $ 487,228 Operating Costs $ 212,125 CAPITAL EXPENSE BUDGET $ 93,000 15 HHW Interlocal Agreement 2018 COLLECTION / DISPOSAL BUDGET TOTAL PROGRAM BUDGET Exhibit B2018 DALLAS COUNTY HOUSEHOLD HAZARDOUS WASTE PROGRAM Proportional Shares of FY2018 Operational and Capital Budget Based on Estimated SINGLE FAMILY HOUSING UNITS ** NOTES: * FY18 Net Operational Budget = $679,353 Net Capital Costs = $43,000 Combined Net Operational and Capital Budget = $722,353 Operational and Capital budget shares are determined by multiplying each city's Percent of Service Area times the net total of those two budgets. City shares are billed quarterly in advance and may be proportionately adjusted in the event city participation changes. Disposal costs are paid in addition to Operational and Capital costs and are based on actual usage. 16 Service Area Based on Single Family Percent FY18 Quarterly FY18 Annual City Households of Share of Share of as per Current Service Operational and Operational and NCTCOG Area Capital Budgets* Capital Budgets* Estimates ** Addison 1,794 0.33% $ 577 $ 2,403 Dallas 284,183 52.70% $ 91,352 $ 380,693 De Soto 15,536 2.88% $ 4,994 $ 20,812 Duncanville 11,616 2.15% $ 3,734 $ 15,561 Farmers Branch 8,821 1.64% $ 2,836 $ 11,817 Garland 64,400 11.94% $ 20,702 $ 86,270 Highland Park 3,492 0.65% $ 1,123 $ 4,678 Irving 41,390 7.68% $ 13,305 $ 55,446 Mesquite 38,840 7.20% $ 12,485 $ 50,030 Richardson 30,356. 5.63% $ 9,758 $ 40,665 Rowlett 18,726 3.47% $ 6,020 $ 25,085 Sachse 7,074 1.31% $ 6,020 $ 9,476 Seagoville 3,710 0.69% $ 1,193 $ 4,970 Sunnyvale 1,758 0.33% $ 2,422 $ 2,355 University Park 7,533 1.40% $ 2,422 $ 10,991 Wilmer 1,288 0.24% $ 414 $ 1,725 TOTAL 540,517 100% $ 180,588.25 $ 722,353 NOTES: * FY18 Net Operational Budget = $679,353 Net Capital Costs = $43,000 Combined Net Operational and Capital Budget = $722,353 Operational and Capital budget shares are determined by multiplying each city's Percent of Service Area times the net total of those two budgets. City shares are billed quarterly in advance and may be proportionately adjusted in the event city participation changes. Disposal costs are paid in addition to Operational and Capital costs and are based on actual usage. 16 HHW Interlocal Agreement 2018 ** Single- family housing estimates were revised 4/15/15, using latest published figures from NCTCOG, which have not changed from previous year estimates. 17 HHW Interlocal Agreement FY18 Exhibit C2018 Exhibit C2018 BYLAWS OF THE DALLAS AREA HOUSEHOLD HAZARDOUS WASTE NETWORK Article I: Name The name of this organization is the Dallas Area Household Hazardous Waste Network (hereafter referred to as the "HHW Network "). Article II: Mission The purpose of the HHW Network is to efficiently organize and promote the collection of household hazardous wastes (HHW) among individuals residing in Dallas County, or in counties adjacent to Dallas County, as agreed to by the Network Members. In order to accomplish this mission, the HHW Network will actively promote cooperative arrangements among governmental agencies in the County and will provide a forum for discussion of techniques for collection and disposal of HHW. Article III: Members Votinq Members - Voting membership in the HHW Network will be offered to one representative of each city volunteering to participate in the HHW Network and to one representative of Dallas County. Any city requesting membership must provide an official written notice of the name of the individual to be designated as the HHW Network member. Once designated, an individual member must arrange to have an alternate designated to participate in the absence of the member. Advisory (Non- voting) Members - the County Judge will name additional Advisory (Non- voting) Members to the HHW Network representing the following categories or organizations: • one member representing Dallas County, other than the County's voting member • one member representing the North Central Texas Council of Governments ® three members representing advocacy, environmental, or other citizen groups such as: Texas Cooperative Extension Service, Audubon Society, and League of Women Voters ® two members representing the private sector Term - each of the designated individuals will serve until his /her successor is designated. Article IV: Meetings The HHW Network will meet as required to conduct its business. All HHW 0 HHW Interlocal Agreement FY18 Exhibit C2018 Network meetings must be public meetings open to all participants. The Project Manager of the HHW Network must establish a mailing list for notification of all meetings, and must include on this list any individual that requests notification. Quorum - At any regular meeting of the HHW Network, a quorum will consist of half of the individuals who have then been duly designated or appointed pursuant to Article III. Article V: Voting Each Voting Member of the HHW Network will have one vote. Article VI: Officers and Committees The HHW Program Manager will preside at all meetings. The HHW Program Manager and staff will be responsible for all staff work and notifications related to the Network. The Program Manager must not be a voting member of the Network. The HHW Network, by majority vote, may establish such committees as the HHW Network considers necessary to carry out the work of the organization. Finance Committee - The Finance Committee must consist of representatives of each city that has made a binding commitment to participate in a disposal program and the County's voting member. The Program Manager will serve as an ex officio member of this committee. No contract or other financial arrangement affecting the participants may be referred to or approved by the HHW Network without first receiving approval of the Finance Committee. Article VII: Amendments These bylaws will become effective when ratified by a majority of HHW Network voting members attending a regular meeting, and when approved by Dallas County Commissioners Court. Amendments may be proposed by any member at any time, in writing. Such amendments will be voted on at a duly called HHW Network meeting to which notice has been given that an amendment will be proposed. Amendments passed by 2/3 of the voting members present will become part of the bylaws. 19 HHW Interlocal Agreement FY18 20 Exhibit C2018 ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: R2017 -106 Agenda Date: 9/26/2017 Version: 1 Status: Consent Agenda In Control: City Council File Type: Resolution Agenda Number: H.5 Consider approving Resolution No. 2017 -106 allowing a "Temporary Carnival" per Ordinance No. 1770 for the Mary Immaculate Catholic Church Annual Parish Fall Festival, located at 2800 Valwood Parkway, to be held on October 6, 2017 and October 7, 2017; and take appropriate action. BACKGROUND: Ordinance No. 1770 allows a "Temporary Carnival or Circus" in all zoning districts if prior approval is granted by passage of a resolution of the City Council for such use. Attached is a request submitted by Father Michael Forge with the Mary Immaculate Catholic Church, located at 2800 Valwood Parkway, requesting permission to host their 14th Annual Parish Fall Festival to be held on October 6, 2017 and October 7, 2017, which will include the use of an outdoor amplified PA system. r)rcrT TccrnT.T- Last year, approval was granted to host the Fall Festival, with a provision in the resolution allowing for the use of an outdoor amplified PA system until 9:00 p.m. on Friday, and until 9:00 p.m. on Saturday. The same provision has been included in the proposed resolution. This provision does not allow the event to violate the City's Noise Ordinance, which provides that "no person shall make or cause to be made any unreasonably loud, disturbing and unnecessary noise in the City which is offensive to the ordinary sensibilities of the inhabitants of the city..." RECOMMENDATION: City Administration recommends adopting Resolution No. 2017 -106 allowing a "Temporary Carnival" per Ordinance No. 1770 for the Mary Immaculate Catholic Church Annual Parish Fall Festival, located at 2800 Valwood Parkway, to be held on October 6, 2017 and October 7, 2017. ACTIONS: 1) Motion to approve Resolution No. 2016 -080 allowing a "Temporary Carnival" per Ordinance No. 1770 for the Mary Immaculate Catholic Church Annual Parish Fall Festival, located at 2800 Valwood Parkway 2) Motion to deny Resolution No. 2016 -080 allowing a "Temporary Carnival" per Ordinance No. 1770 for the Mary Immaculate Catholic Church Annual Parish Fall Festival, located at 2800 Valwood Parkway 3) Motion to modify to meet the needs of the Council. City of Farmers Branch Page 1 Printed on 912112017 File Number: R2017 -106 4) Motion to table the issue for further study or take no action. ATTACHMENTS: 1. Request from Mary Immaculate 2. Resolution No. 2017 -106 City of Farmers Branch Page 2 Printed on 912112017 July 21, 2017 City of Farmers Branch DELIVERED ELECTRONICALLY Dear Farmers Branch City Council: Mary Immaculate Catholic Church, established in 1956 in Farmers Branch, once again humbly seeks your approval permitting us to host our now 14' Annual Parish Fall Festival from 6:00 p.m. to 10:00 p.m. on the evening of October 6th and then again on Saturday October 7th beginning with breakfast sales from 8:00 am to 10:00 am and continuing with festival rides and food sales from 10:00 a.m. to 9:00 p.m. that day. The Parish Fall Festival continues to provide our church the opportunity to come together and offer food, rides, entertainment and fellowship for people of all ages, races, creeds and socioeconomic backgrounds, reaching out to members of the larger Farmers Branch community and surrounding areas. In past years, you have graciously and unanimously approved our request to host the Fall Festival. The events continue to be a huge success. Thank you for your confidence in our ability to manage the event in a fashion to serve and accommodate our entire community with little disruption to our neighbors. We have strived to keep the volume of the outside performances to a decent and acceptable level and will do so again this year. Once again, I am asking that you please grant permission for us to continue offering our Festival including the use of an outside PA system for announcements, music and entertainment and a variance for the use of the east fire lane for the zip -line attraction. If you have any questions, or need further clarification, please feel free to contact me. Sincerely, Rev. Michael D. Forge, Pastor RESOLUTION NO. 2017-106 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, ALLOWING A "TEMPORARY FARMERS CARNIVAL OR CIRCUS" USE WITH CONDITIONS FROM BRANCH OCTOBER 6, 2017, THROUGH OCTOBER 7, 2017, ON PROPERTY LOCATED AT 2800 VALWOOD PARKWAY, FARMERS BRANCH, TEXAS, TO MARY IMMACULATE CATHOLIC CHURCH FOR THE PURPOSE OF HOLDING ITS 2017 ANNUAL FALL FESTIVAL; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, Mary Immaculate Catholic Church, located on property at 2800 Valwood Parkway, Farmers Branch, Texas, (hereinafter, the "Property ") desires to hold a 2016 Annual Fall Festival on the Property from October 6, 2017, through October 7, 2017, to include food, carnival rides and outdoor and indoor music entertainment; and WHEREAS, the proposed 2017 Annual Fall Festival activities are considered a "Temporary Carnival or Circus" use under the City's Comprehensive Zoning Ordinance, said use being allowed in all zoning districts with prior approval of the City Council; and WHEREAS, the City Council of the City of Farmers Branch, desires to allow a "Temporary Carnival or Circus" use with as requested. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THAT: SECTION 1. A "Temporary Carnival or Circus" shall be permitted October 6, 2017, through October 7, 2017 on property located at 2800 Valwood Parkway, Farmers Branch, Texas, (hereinafter, the "Property") to Mary Immaculate Catholic Church for the purpose of holding its 2017 Annual Fall Festival. SECTION 2. The "Temporary Carnival or Circus" use on the subject Property shall be permitted only in accordance with, and subject to, the following conditions: A. "Temporary Carnival or Circus" use on the subject Property is granted herein from October 6, 2017, through October 7, 2017; B. Mary Immaculate Catholic Church shall obtain all necessary permits required by the City of Farmers Branch or any other regulatory governmental authority prior to October 6, 2017, for the activities proposed for the 2017 Annual Fall Festival; C. Use of an outdoor amplified PA system shall be permitted on the subject Property on Friday, October 6, 2017, for the purpose of announcements and outdoor amplified music until 9:00 p.m. There shall be no outdoor amplified music on October 6, 2017, after 9:00 p.m.; D. Use of an outdoor amplified PA system shall be permitted on the subject Property on Saturday, October 7, 2017 for the purpose of announcements and outdoor amplified music until 9:00 p.m. There shall be no outdoor amplified music on October 7, 2017 after 9:00 p.m.; and E. No authority granted herein shall exempt any person from obeying the City of Farmers Branch Code of Ordinances regulating noise within the City of Farmers Branch, nor shall any authority granted herein supersede the Farmers Branch Police Department's authority and discretion to enforce said ordinances. SECTION 3. This Resolution shall be effective immediately upon approval. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THIS 26th DAY OF SEPTEMBER, 2017. ATTEST: APPROVED: Amy Piukana, City Secretary Robert C. Dye, Mayor APPROVED AS TO FORM: Peter G. Smith, City Attorney (kb1:9/7/17:89884) ,0j \,� City of Farmers Branch Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: R2017 -107 Agenda Date: 9/26/2017 Version: 1 Status: Consent Agenda In Control: City Council File Type: Resolution Agenda Number: H.6 Consider approving Resolution No. 2017 -107 for a Detailed Site Plan for a medical office and rehabilitation clinic on a 3.38 -acre site located at 13000 Josey Lane; and take appropriate action. BACKGROUND: The proposed 3.38 -acre site is located east of Josey Lane, within the Planned Development District No. 7 (PD -7). It is a vacant, undeveloped parcel. The property will be developed in two phases; the medical office and rehabilitation clinic is the first phase. nlcri icclnrnl- For this 3.38 -acre property, the applicant has proposed to develop the property in two phases. The first phase and the subject of this detailed site plan is for a single building containing medical offices and a rehabilitation clinic. The second phase contains the potential for three buildings developed for retail and restaurant uses. The proposed clinic is a joint venture between the applicant, Baylor Rehabilitation, and the city. RECOMMENDATION: On September 11th, the Planning and Zoning Commission voted unanimously to recommend approval of the Detailed Site Plan as described in the Resolution No. 2017 -107. ATTACHMENTS: 1. Location Map 2. Aerial Map 3. Information Memorandum 4. Resolution No. 2017 -107 5. Existing Site Photographs 6. Draft September 11, 2017 Minutes City of Farmers Branch Page 1 Printed on 912112017 P � J — ? HARLEE R. O V ssoaa�aosxa� asfl, o 2 CHATSWORT C`wv\ o o o Q MARSANN (V- ` - LR 2 72 A COLCHESTE e z R=1 LRi — Of LAS CAMPANAS DR. y CCfS -cam CC ® o M••����� eeNee.N p of i0 i I o' PRIMROSE LN. o PRIMROSE LN. Z o f p -8 P o I PD= 7 S p 7 I z o HI — o Subject PHYLLIS LN. E PHYLLIS LN. o Site o io of LINEVILLE DR. e' ?m-Ar io ESCADA DR.' ERIC LN. ERIC LN. R, ERIC LN. 0 0 M W m o p 0 � J w PD 9 I RANDY LN. w RANDY LN. RI RANDY LN. I _ 1 z z I Q GG G J o i _ LINEVILLE DR. I PD MOUNT VIEW DR. LAVITA LN. LAVITA LN. 'n' LAVITA LN. of eH Dh o 0 0 n 0 0 si SELMA LN. SELMA L.N. o o uy e SELMA LN. Various official and unofficial sources were used to gather this :nnumem �...........9 Zoning District Boundary 17=SP=12= Location Map �/ 1 �� �� + It- information. Every effort was made to ensure the accuracy of this data, however, guarantee is given or implied as to the accuracy of said data. For pictorial reference only. �� Parcel Property Boundaries '.� City Limit 13000 Josey Lane FARMERS BRANCH o 370 740 A Feet L— Document Path: Z: \Zonin Cases \2017 cases\1 7-SP-1 2 4 Josey Lane (City Clinic \GIS \Location Ma .mxd Date: 9/6/2017 �m�•wn� 1 � e a r pe OF 4 rs+ dR f n n MAX" to i _ - `, e .�..,., • ► �-� IF.�,.$. - :, T �' r� ale °�_. . P �F is T t� Ff F E LelelegE f F • f� ,,, - _ ee k F wA 'Be IF 4,�ee f " �r n vl ' - E Subject F i af, - _ �. *A_ �. LJf Ym m i r "aF�;�4gehm p�u J �e t M =L"IMEWaI�Ml = mom M M no TVIA N T T_ I IL Various official and unofficial sources were used to gather this ���,�, information. Every effort was made to ensure the accuracy of 17=SP=12 Aerial Map � - � � accuracy of said data. For pictorial reference only. this data, however, no guarantee is given or implied as to the Parcel Property Boundaries y 13000 Josey Lane 0 370 740 �.._.._� City Limit FARMERS BRANCH PGG+ K1f%nTLI A FARMERS BRANCH Information MEMORANDUM TO: Mayor and City Council FROM: Charles S. Cox City Manager DATE: September 20, 2017 SUBJECT: Resolution 2017 -107 — Detailed Site Plan for a Medical Office and Rehabilitation Clinic Existing Conditions The site is located east of Josey Lane in the "Four Corners" area of the city. Four Corners consists of an existing shopping district surrounding the intersection of Valley View Lane and Josey Lane. The site is an undeveloped, vacant parcel approximately 3.38 acres (147,232 square feet) located adjacent to the Walmart Neighborhood Market. It is bordered on the east by the existing Good Shepard Presbyterian Church; to the south is an existing residential neighborhood. Across Josey Lane is another shopping center with pad sites. This site is located within the Planned Development District No. 7 (PD -7) zoning district. PD -7 allows a variety of commercial, retail and office land uses. Site Design For this 3.38 -acre property, the applicant has proposed to develop the property in two phases. The first phase and the subject of this detailed site plan is for a single building containing medical offices and a rehabilitation clinic. The second phase contains the potential for three buildings developed for retail and restaurant uses. Phase one includes approximately 1.74 acres of development and phase two includes 1.64 acres. The Detailed Site Plan for phase one includes the following: parking, landscaping, a drive aisle (fire lane) and a one -story building. The building is approximately 5,041 square feet in size and located along the eastern property line, set back furthest away from Josey Lane. The proposed floor plan includes a physical therapy /rehabilitation area, waiting rooms, laboratory, x -ray room, reception desk, offices and exam rooms. Operations The proposed clinic is a joint venture between the applicant, Baylor Rehabilitation, and the city. The goal for the city was to provide city employees with a low -cost and conveniently located medical office. The clinic will provide preferential services to city employees; for example, employees will be given special time slots which will result in shorter wait times. Additionally, the clinic will function as the workers' compensation provider for the city. The clinic will be open Monday through Friday, 6:00 am to 10:00 pm and potentially some Saturday hours as well. The total number of employees for the clinic is approximately eight to ten. The clinic will be open to the general public. Elevations The proposed architectural theme of the medical clinic can be described as "Texas Modern." The architecture of the building utilizes traditional masonry materials with contemporary elements. All elevations will comply with the minimum 75% masonry requirement, with a combination of brick and stone with wood and metal trim. The building will be 25 feet in height and will have a sloped roof. Parking The applicant is proposing to install 27 parking spaces. The city requires a 1:300 parking ratio for medical offices. Seventeen (17) parking spaces are required for the 5,041 square foot medical office building. Additional parking spaces will be provided in phase two that will be shared among the three proposed buildings. Landscaping The Landscape Plan proposes 30% of the site to be landscaped open space, exceeding the minimum standards set by the Comprehensive Zoning Ordinance. The Landscape Plan proposes a dense configuration of screening vegetation along the eastern property line to create a buffer between the medical office and existing church. The applicant is also planning to install hardscape, a covered pergola and benches to the west of the building to serve as an outdoor patio /waiting area. In addition, the applicant has agreed to paint the existing screening wall along the southern edge of the entire property and to plant Needlepoint Holly, six feet on center spacing, to upgrade the aesthetics of the concrete block wall separating the site from the single family residences. The Landscape Plan proposes a total of 45 new trees, including retaining four existing trees. The trees will be a combination of Chinese Pistacia, Chinkapin Oak, Pond Cypress and Lacebark Elm. Signage The applicant is proposing to install a freestanding monument sign (maximum 64 square feet, 6 feet in height) along Josey Lane as well as two wall signs located on the western facade. The two wall signs are proposed to be approximately 67 square feet and 64 square feet, which complies with the city's sign ordinance. Thoroughfare Plan Currently Josey Lane is a six -lane divided road configuration. There are no known planned improvements for Josey Lane at this time. Conclusion and Recommendation The medical office and rehabilitation center proposed with this Detailed Site Plan is consistent with Planned Development No. 7 (PD -7) and the vision plan of the "Four Corners" area. Staff recommends approval of this proposed site plan. On September 11th, the Planning & Zoning Commission voted to recommend approval of this Detailed Site Plan as outlined in the Resolution No. 2017 -107. The vote was unanimous. Possible Council Action: 1. I move to adopt Resolution No. 2017 -107 2. I move to adopt Resolution No. 2017 -107 with the following modification(s)... 3. I move to table the item or take no action. �,� RESOLUTION NO. 2017-107 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERS FARMERS BRANCH, TEXAS, APPROVING A DETAILED SITE BRANCH PLAN, INCLUSIVE OF LANDSCAPE PLAN, AND BUILDING ELEVATIONS, FOR LOT 4, BLOCK A OF THE SHOPS AT BRANCH CROSSING, LOCATED IN PLANNED DEVELOPMENT NO. 7 (PD -7); AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application has been made for approval of detailed site plan for Lot 4, Block A of The Shops at Branch Crossing, an Addition to the City of Farmers Branch, Dallas County, Texas, according to the Plat recorded in Instrument No. 201100136878, Real Property Records, Dallas County, Texas ( "the Property "), which is located in Planned Development No. 7 (PD -7); and WHEREAS, having received the recommendation of the Planning and Zoning Commission that the detailed site plan and associated drawings, including, but not limited to, landscape plan, and building elevations, should be approved as requested, the City Council of the City of Farmers Branch, in the exercise of the legislative discretion, has concluded that the requested site plan for the Property should be approved; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS THAT: SECTION 1. The Property shall be developed substantially in accordance with the following exhibits, all of which are attached hereto and incorporated herein by reference: A. Detailed Site Plan as shown in Exhibit "A;" B. Landscape Plan as shown in Exhibit `B;" and C. Elevations as shown in Exhibit "C." SECTION 2. This resolution shall become effective immediately upon its approval. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THIS 26TH DAY OF SEPTEMBER, 2017. ATTEST: APPROVED: Amy Piukana, City Secretary Robert C. Dye, Mayor APPROVED AS TO FORM: Peter G. Smith, City Attorney (kb1:9/13/17:90173) Resolution No. 2017 -107 Exhibit "A" — Detailed Site Plan D' �y ,o' . m 1 25' DRIVE AISLEi 1 1 25 DRIVE AISLE 1 41' -8" 45' 1 28 45' 1 I I _ y n a a � ______ ____ __ ____ / 1 m I m yd IDI [nom OI o JL m I I b I I _ ________L __ ______ Q . 25' DRIVE AISLE 1 1 1 m e � og 1 I 1 _ 1 25' FIRE LANE 1 1 ON I 1 1 m 1 en �I + IF 1 1 N s ku 0 0 _ E3 J _ e a : ..:: o C JOSEY LANE CROSSING CONCEPTUAL STUDIO HERC KT, LLC. e p SITE PLAN ARCHITECTURAL 1718 VIRGINIA PLACE �° • ° "�:��! SUBMITTAL SITE PLAN FORT WORTH, TX 78107 �!.='I m = 4JOSEYLANE PHASE 2 877.978.8574 ; _ " H rFARMERS BRANCH, TX 75234 JHERCKT ®GMAIL.COM °y •a �.E.,4 s� r$ a : ..:: o C JOSEY LANE CROSSING CONCEPTUAL STUDIO HERC KT, LLC. e p SITE PLAN ARCHITECTURAL 1718 VIRGINIA PLACE �° • ° "�:��! SUBMITTAL SITE PLAN FORT WORTH, TX 78107 �!.='I m = 4JOSEYLANE PHASE 2 877.978.8574 ; _ " H rFARMERS BRANCH, TX 75234 JHERCKT ®GMAIL.COM °y •a �.E.,4 Resolution No. 2017-107 Exhibit "B" — Landscape Plan I lj� tJ 1 7 3;t - - - - - - - - - - - - - - �I III I lj� tJ 1 7 3;t Y Y 1 O rp 14 s 0 z e q A 4 Resolution No. 2017 -107 Exhibit "C" – Elevations RA '� z R O y� q� r 9 r,n �M 1 A 5r .e 0 z O q A 4 H ®r®0- ca; ON0. .0> m7 9 am pa m 5 5 yy 0 �I 'H m m o im Z--' m m m■ m z o o yo r0 m0 i O P� 4 i F x R Y 9 g m r ft m i i s 9 z z 0 p a C a M Z i m o p m � O C JOSSY LAN6 CROSSING CONCEPTUAL STUDIO XiRC KT, LLC. e O SITE PLAN BUILDING 2 � 7719 VIRGINIA PLACi r i r H SUBMITTAL ELEVATIONS FORT WORTH, TX 79107 : ■ O 1 , N O 4 = 4 JOSlY LAN! 817.918.9974 .>y. _'' yi So� i O ; r FARMERS BRANCH, TI 75234 JME ■OKT•OMAIL.00M • �� �s'ei I N 9Z � p w 91 II O M p Z eT � 14JIJ R Resolution No. 2017 -107 Exhibit "C" — Elevations (cont.) I" W-W 0 H 4� N • 11 Y — E� �g 00000° as m T m m 'm I �Ri E ° $ e ■ i E oc'i Oo o b€ z rz Oz m e C cC 7 n ii m m o cz im <m m m m rp m 8 9P me mo ; o� m2 m 8 b A 3i 'r -,9 9 ;�, z i m0 g0 m c ;c c e i v ° 0 So = m 0 o a 3Z€ ° e� ! m M Ws Y• B r p O C JOf iY LANE CROSSING CONCEPTUAL STUDIO NiRCKT, LLC. T'; i i N SITE PLAN BUILDING °via VIRGINIA r�ACi 0 y ► SUBMITTAL ELEVATIONS FORT WORTH, T11 711107 e,ei•,e ■ O y i 4JOBE7 LANE 877.979.9974 + i ; r 9M ■MB BRA■ON° TZ 79734 .IM ■ROKTOO MA L.6001 Existing Site Photographs -1-11 mlawl, ,4. Valley View Ln f 0 I�fIC Ln ¢. RaIdy Ln RE 0, -71 City of Farmers Branch FARMERS Meeting Minutes BRANCH Monday, September 11, 2017 A. A.1 A.2 B. Planning and Zoning Commission 7:00 PM City Hall 13000 Wm. Dodson Pkwy Farmers Branch, TX 75234 Study Session Meeting to be held at 6:00 PM in Study Session Room City Hall Present 13 - Commissioner Tim Yarbrough, Commissioner David Moore, Commissioner Chris Brewer, Commissioner Michael Driskill, Commissioner Jared Sullivan, Chairman Jason O'Quinn, Commissioner Linda Bertl, Commissioner Giovanni Zavala, Vice Chair Sergio De Los Santos , Andy Gillies Director of Community Services, Alexis Jackson Planning Manager, Andreea D. Udrea Planner II, and Brian Campbell Planning Tech Hard copies of the full Planning and Zoning Commission agenda packet are accessible the Friday prior to every regularly scheduled meeting at the following locations: 1) Manske Library 2) City Hall Additionally, the agenda packet is available for download from the City's web site at www.farmersbranchtx.gov. This download may be accessed from any computer with Internet access, including computers at the Manske Library and in the lobby of City Hall. Any individual who wishes to speak on an agenda item should fill out a Registration Form for Appearance before the Planning and Zoning Commission (white card located in the back of the Council Chambers) and submit the completed card to City Administration member prior to the start of the meeting. STUDY SESSION Present 13 - Commissioner Tim Yarbrough, Commissioner David Moore, Commissioner Chris Brewer, Commissioner Michael Driskill, Commissioner Jared Sullivan, Chairman Jason O'Quinn, Commissioner Linda Bertl, Commissioner Giovanni Zavala, Vice Chair Sergio De Los Santos , Andy Gillies Director of Community Services, Alexis Jackson Planning Manager, Andreea D. Udrea Planner ll, and Brian Campbell Planning Tech 17 -581 Discuss regular agenda items. TMP -2342 Presentation on proposed Comprehensive Zoning Ordinance revisions. REGULAR AGENDA ITEMS 13.1 17 -582 Consider approval of the Attendance Matrix for the Planning and Zoning City of Farmers Branch Page 1 Planning and Zoning Commission Meeting Minutes September 11, 2017 Commission as presented and take appropriate action. A motion was made by Commissioner Yarbrough and seconded by Commissioner Driskill that the Attendance Matrix be approved. The motion carried unanimously. Aye: 9- Commissioner Yarbrough, Commissioner Moore, Commissioner Brewer, Commissioner Driskill, Commissioner Sullivan, Chairman O'Quinn, Commissioner Bertl, Commissioner Zavala and Vice Chair De Los Santos 13.2 17 -583 Consider approval of the August 28, 2017 Planning and Zoning Commission minutes and take appropriate action. A motion was made by Commissioner Brewer and seconded by Commissioner Sullivan that the Minutes be approved. The motion carried unanimously. Aye: 9- Commissioner Yarbrough, Commissioner Moore, Commissioner Brewer, Commissioner Driskill, Commissioner Sullivan, Chairman O'Quinn, Commissioner Bertl, Commissioner Zavala and Vice Chair De Los Santos 13.3 17 -SP -12 Consider a request from Josey Crossing LLC. for a Detailed Site Plan for a medical office and rehabilitation clinic on a 3.38 -acre site located at 13000 Josey Lane and take appropriate action. The subject site is 3.38 -acre site located east of Josey Lane and zoned Planned Development District No. 7 (PD -7). The applicant, Josey Crossing LLC, plans to develop the vacant parcel in two (2) phases. The proposed project is the first phase: a medical office and rehabilitation clinic. Staff reccomends approval of this Detailed Site plan as presented. Mrs. Alexis Jackson, Planning Manager, approached the podium and gave a brief presentation on the applicant's proposal. Mrs. Jackson presented: an aerial of the site, the site plan, the floor plan, elevations, the landscape plan, and existing photographs of the site. Mrs. Jackson pointed out several areas of interest, including the facade, which will be a combination of brick and stone plus metal accents. Mrs. Jackson informed the Commission that this phase is 1.74 acres with the one (1) -story building consisting of 5,041 square feet. Mrs. Jackson also informed the Commission that both masonry and sign requirements in accordance with the Comprehensive Zoning Ordinance had been satisfactorily met. Seeing no initial questions from the Commission, Chair O'Quinn invited the applicant, Russell Martin, to approach the podium and give his presentation. Russell Martin, the developer, 3661 Monticello Drive Fort Worth Texas, gave a brief presentation. He noted that Mrs. Jackson covered most of the important points about the proposal. Mr. Martin presented some additional colored renderings of the facade for context. Chair O'Quinn opens the floor for questions from the Commissioners. Vice Chair De Los Santos asked about the difference between the enclosed exam rooms with x -rays and the cubicle style rooms. Mr. Martin informed the Commission that the two (2) different styles represented the two (2) different businesses that would be operating in this space. The acute care clinic would be utilizing the cubicle on the eastern side of the space while Baylor Medical would be using the enclosed exam rooms for their rehabilitation facility. City of Farmers Branch Page 2 Planning and Zoning Commission Meeting Minutes September 11, 2017 Vice Chair De Los Santos asked if there would be equipment for the rehabilitation rooms. Mr. Martin said he did not believe there would be any permanent equipment in these rooms. Commissioner Bertl commended Mr. Martin for the landscaping, proceeding to ask how it would be be maintained. Mr. Martin said it would be sprinkled with drip irrigation for the trees as needed. Commissioner Brewer asked if the applicant had built any previous projects of this size. Mr. Martin said he had not, but noted that this was Baylor's preferred size. Mr. Martin informed the Commission that Baylor's clinics averaged 2,000 to 8,000 square feet in size with an average patient load of 30 -35 per room each day. Mr. Martin noted that he did not see a heavy demand for the services this facility would provide and that there was excess capacity as the project stood right now. Chair O'Quinn asked who would oversee the clinic. Mr. Martin said it would be a partnership of Farmers Branch. Chair O'Quinn asked what data led the applicant to believe there would be a saturation of business at this location. Mr. Martin said it was a combination of demographics and the agreement with Farmers Branch. Mr. Martin also noted that the clinic would be scalable. Commissioner Zavala asked about the timeline for phase two (2) of the project. Mr. Martin said he anticipated it would begin in the middle of next year; as the process for selecting tenants had just begun. Commissioner Bertl asked which businesses were being looked at as potential tenants. Mr. Martin stated he did not have the list with him, so he could not adequately answer that question. Vice Chair De Los Santos commented on the exit door located to the back of the rehabilitation area and that that the waiting area was open to this rehabilitation area. He expressed concerns over potential safety issues. Mr. Martin informed the Commission that this was Baylor's design and that his firm was not involved, but was approved because it met all necessary building code criteria for Farmers Branch. He said he would take this issue up with Baylor. Mrs. Jackson informed the Commission that this case would go before City Council on September 26th. Seeing no further questions or comments from the Commission, Chair O' Quinn asked for a motion. A motion was made by Vice Chair De Los Santos, seconded by Commissioner Moore, that this Site Plan be recommended for approval. The motion carried by the following vote: City of Farmers Branch Page 3 Planning and Zoning Commission Meeting Minutes September 11, 2017 Aye: 9 - Commissioner Yarbrough, Commissioner Moore, Commissioner Brewer, Commissioner Driskill, Commissioner Sullivan, Chairman O'Quinn, Commissioner Bertl, Commissioner Zavala and Vice Chair De Los Santos ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: R2017 -110 Agenda Date: 9/26/2017 Version: 1 Status: Consent Agenda In Control: City Council File Type: Resolution Agenda Number: H.7 Consider approving Resolution No. 2017 -110 awarding bids and authorizing the City Manager to execute multiple contracts for various trades and construction work related to Phase B facility improvements and security upgrades at the Justice Center; and take appropriate action. BACKGROUND: On May 3, 2016, City Council adopted Ordinance 3369 authorizing issuance of City of Farmers Branch, Texas, Combination Tax and Revenue Certificates of Obligation, in an amount not to exceed $2,600,000 for public safety improvements and security upgrades. On December 13, 2016 the City approved Resolution No. 2016 -120 and entered into an agreement with Gallagher Construction to become the Construction Manager for the Justice Center project. On January 24, 2017, the City approved Resolution No. 2017 -012 and entered into an agreement with Brown Reynolds Waterford (BRW) Architects for professional design services. On August 1, 2017, City Council approved Resolution No. 2017- 091which approved funding for Phase A of the construction project and awarded bids. Gallagher Construction, serving as the Construction Manager for the City of Farmers Branch, has recommended, along with city staff, that contracts be awarded for Phase B of the project to the companies listed in the attached letter. Gallagher selected the recommended companies after receiving competitive sealed proposals. Each proposal was evaluated based upon selection criteria outlined in the specifications and subsequent interviews. DISCUSSION: Bids were opened on August 31, 2017 for Phase B of the project. After reviewing bids and conducting interviews, Gallagher, along with staff, recommends that the contracts be awarded in the amount of $652,076 to the companies listed in the attached letter. This amount will cover the scope of work for Phase B of the project which includes renovations to the male and female locker rooms, finish out of the interior of the newly constructed metal building which will house SWAT, evidence processing and bike patrol functions. Gallagher Construction and city staff recommends that the City award these contracts contingent upon further negotiations with City representatives and receipt of required insurance and bonds. City of Farmers Branch Page 1 Printed on 912112017 File Number: R2017 -110 RECOMMENDATION: City Administration recommends completion of Phase B of the project utilizing the companies recommended by city staff and Gallagher Construction. POSSIBLE COUNCIL ACTION: 1. I move to approve Resolution No. 2017 -110 awarding bids and authorizing the City Manager to execute multiple contracts for completion of Phase A of the upgrade and improvement project for the Justice Center. 2.1 move to deny Resolution No. 2017 -110. 3.1 move to approve Resolution No. 2017 -110, with modifications. 4.1 move to table the issue for further study or take no action. ATTACHMENTS: 1. Resolution No. 2017 -110 2. Gallagher Recommendation Letter to Award Contracts 3. Construction Drawings for Phase B City of Farmers Branch Page 2 Printed on 912112017 RESOLUTION NO. 2017-110 i A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERS FARMERS BRANCH, TEXAS AWARDING BIDS AND BRANCH AUTHORIZING CONTRACTS FOR VARIOUS TRADES AND WORK RELATED TO CONSTRUCTION OF THE FARMERS BRANCH JUSTICE CENTER POLICE STATION RENOVATION (PHASE B) PROJECT; PROVIDING AN EFFECTIVE DATE. WHEREAS, City Administration, with the assistance on the City's construction manager, sought and obtained bids for various trades, work, equipment, and materials, related to construction of the Farmers Branch Justice Center Police Station Renovation (Phase B) Project ( "the Project "); and WHEREAS, having determined that the various companies identified in Exhibit "A," attached hereto and incorporated herein, have submitted the lowest most qualified bid for the various portions of the Project identified on Exhibit "A," City Administration recommends contracts for the work identified on Exhibit "A" be awarded to the respective entities listed on Exhibit "A "; and WHEREAS, the City Council of the City of Farmers Branch, Texas finds it to be in the public interest to accept the recommendation of the City Administration and award the above - described contracts. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS THAT: SECTION 1. The City Manager is hereby authorized to negotiate and sign on behalf of the City contracts with the entities identified in Exhibit "A," attached hereto, to provide the work, materials, equipment, and/or supplies identified on Exhibit "A" for the amounts set forth in Exhibit "A ", as well as sign any change order(s) related thereto executed in compliance with Texas law and City policy and upon approval as to form of the contract and/or change orders by the City Attorney. SECTION 2. In the event any one or more of the entities identified in Exhibit "A" fail to timely provide any required bonds or insurance or otherwise fail to timely execute a contract with the City as authorized, the City Manager shall be authorized to negotiate and sign a contract with the entity submitting the second lowest and most qualified bid for said work, supplies, materials or equipment. SECTION 3. This Resolution shall become effective immediately upon its passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THIS 26TH DAY OF SEPTEMBER, 2017. ATTEST: APPROVED: Amy Piukana, City Secretary Robert C. Dye, Mayor APPROVED AS TO FORM: Peter G. Smith, City Attorney (kb1:9/16/17:90452) Resolution No. 2017 -110 Exhibit "A" CSP# SCOPE CONTRACTOR CONTRACT AMOUNT CSP 01 -B Final Building Cleaning Almighty Cleaning Services $2,750.00 CSP 08 -A Frames, Doors & Hardware Piper Weatherford $26,665.0 CSP 08 -C Overhead Coiling Doors OGD Equipment Company $10,695.0 CSP 09 -A Drywall & Acoustical All Around Construction Co. $94,950.0 CSP 09 -B Flooring Vector Concepts, Inc. $4,248.0 CSP 09 -E Painting Shahan & Son Painting $21,170.0 CSP 10 -A Building Specialties Resource Group $1,300.0 CSP 10 -G -Spectrum Identification Devices Castell & Associates $4,180.0 CSP 10 -D Lockers Southwest Solutions Group $119,429.00 CSP 21 -A Fire Sprinkler System Service Fire, Inc. $24,400.0 CSP 23 -C and HVAC Texas General Mechanical $103,600.00 _Plumbing CSP 26 -A Electrical Groves Electrical Service, Inc. $185,270.00 CSP 27 -A Voice & Data Cabling Advanced Connections $6,860.0 CSP 28 -A �Security Systems Knight Security $46,559.0 ITOTAL $652,076.00 �1 GALLAGHER September 26, 2017 Chief David Hale City of Farmers Branch Police Department 3723 Valley View Lane Farmers Branch, Texas 75244 Re: Farmers Branch Justice Center — Police Station Renovation Phases A & B Recommendation to Award Dear Chief Hale: The City of Farmers Branch received competitive sealed proposals for the Farmers Branch Police Station Renovations — Phase A on Tuesday, July 11, 2017, and Phase B on Thursday, August 31, 2017. Please refer to the attached proposal tabulations for results. Proposals for Phase A have been previously approved by the City Council on August 1, 2017. Following are the recommendations for Phase B of the project. Each proposal has been evaluated based on the selection criteria outlined in the specifications. Based on these evaluations, Gallagher Construction Services recommends that the City of Farmers Branch extend contract awards to the following companies in the specified amounts: CSP BP # CONTRACTOR SCOPE OF WORK AMOUNT ESP 01 -B ALMIGHTY CLEANING SERVICES FINAL BUILDING CLEANING $2,750.00 ESP 08 -A PIPER WEATHERFORD FRAMES DOORS & HARDWARE $26,665.00 ESP 08 -C DGD EQUIPMENT COMPANY OVERHEAD COILING DOORS $101695.00 ESP 09 -A ALL AROUND CONSTRUCTION CO. DRYWALL & ACOUSTICAL $94, 950.00 ESP 09 -B VECTOR CONCEPTS INC. FLOORING 4 248.00 :SP 09 -E SHAHAN & SON PAINTING PAINTING $21,170.00 CSP 10 -A 'SPECTRUM RESOURCE GROUP BUILDING SPECIALTIES $1,300.00 CSP 10 -G CASTELLL & ASSOCIATES IDENTIFICATION DEVICES $4, 180.00 CSP 10 -D SOUTHWEST SOLUTIONS GROUP LOCKERS $119,429.00 CSP 21 -A '.SERVICE FIRE INC. FIRE SPRINKLER SYSTEM $24,400.0 CSP 23 -C (PLUMBING AND HVAC TEXAS GENERAL MECHANICAL $103,600.00 CSP 26 -A (ELECTRICAL GROVES ELECTRICAL SERVICE INC. $185,270.00 CSP 27 -A VOICE AND DATA CABLING ADVANCED CONNECTIONS $6,860.00 ' CSP 28 -A 'SECURITY SYSTEMS lKNIGHT SECURITY $46 559.00 Attached is a detailed cost breakdown for the Police Station Renovation Project. Please note that the project cost is within the previously approved budget of $2,610,400.00. We recommend that the City award these contracts contingent upon further negotiations with the City's representative and receipt of the required insurance and bonds and if the awarded contractor does not provide them, award is made to the respondent with the next highest evaluation. We are honored for the continued opportunity to work with the City of Farmers Branch and look forward to the successful completion of this project. Sincerely, GALLAGHER CONSTRUCTION SERVICES Bill Morgan, Pre - Construction Services CITY OF FARMERS BRANCH POLICE STATION RENOVATION PROJECT SEPTEMBER 26, 2017 - BUDGET SUMMARY AND CONTRACTOR RECOMMENDATIONS - PHASES A & B BP# SCOPE CONTRACTOR BID AMOUNT ACCEPTED ALTERNATES TOTALS PHASE A BIDS ALT #1 THRU ALT #24 $ BP 03 -A CONCRETE MART, INC $ 525,217 $ 5,000 S 530,217 BP 04 -A MASONRY C &N MASONRY $ 144,700 $ - $ 144,700 BP 08 -B BALLISTIC GLASS CONSOLIDATED ARMOR PRODUCTS $ 312,892 $ $ 312,892 BP 09 -A DRYWALL & ACOUSTICAL ALL AROUND DRYWALL $ 24,500 $ $ 24,500 BP 09 -E PAINTING SHAHAN & SONS $ 21,150 $ $ 21,150 BP 13 -A PEMB RED DOT $ 101,700 $ $ 101,700 BP 26 -A ELECTRICAL INTEX $ 123,276 $ $ 123,276 BP 28 -A SECURITY KNIGHT SECURITY $ 84,972 $ (8,167) $ 76,805 BP 32 -C FENCING AMERICAN FENCE $ 82,500 $ 3,000 $ 85,500 PHASE A TOTALS $ 1,420,907 $ (167) $ 1,420,907 BP 01 -B FINAL BUILDING CLEANING ALMIGHTY CLEANING $ 2,750 $ - $ 2,750 BP 06 -A MILLWORK LUTZ WOODWORKS $ 31,246 $ (31,246) $ - BP 8 -A FRAMES, DOORS & HARDWARE PIPER WEATHERFORD $ 26,665 $ $ 26,665 BP 08 -C OVERHEAD COILING DOORS OGD EQUIPMENT $ 10,695 $ - $ 10,695 BP 09 -A DRYWALL & ACOUSTICAL ALL AROUND DRYWALL $ 94,950 $ - $ 94,950 BP 09 -B FLOORING VECTOR CONCEPTS $ 4,498 $ (250) $ 4,248 BP 09 -E PAINTING SHAHAN & SONS $ 21,170 $ $ 21,170 BP 10 -A SPECIALTIES SPECTRUM RESOURCE GROUP $1,300 $ $ 1,300 BP 10 -D LOCKERS SOUTHWEST SOLUTIONS $ 180,510 $ (61,081) $ 119,429 BP 10 -G INDENTIFICATION DEVICES CASTEEL $ 4,180 $ - $ 4,180 BP 11 -G RESIDENTIAL APPLIANCES ESTIMATE $ 6,500 $ (6,500) $ BP 21 -A FIRE SPRINKLER SYSTEM SERVICE FIRE $ 24,400 $ $ 24,400 BP 23 -C MECHANICAL: PLUMBING & HVAC TEXAS GENERAL MECHANICAL $ 138,000 $ (34,400) $ 103,600 BP 26 -A ELECTRICAL GROVES ELECTRIC $ 200,550 $ (15,280) $ 185,270 BP 27 -A VOICE AND DATA CABLING .ADVANCED CONNECTIONS $ 6,860 $ - $ 6,860 BP 28 -A SECURITY ESTIMATE $ - $ 46,559 S 46,559 CONCRETE FOR BIFOLD GATES (FBO) CITY OF FB $ 32,000 $ (32,000) $ - PHASE B BID TOTAL $ 786,274 $ (134,198) $ 652,076 Direct Cost Waste Removal (Dumpsters) $ 3,500 $ 3,500 Printing Costs $ 750 $ 750 Material Testing Costs $ 5,000 $ 5,000 SWPPP Permit, Plan & Maintenance $ 750 $ 750 Advertising Costs $ 500 $ 500 'Temporary Construction Fencing $ 3,500 $ 3,500 Temporaty Toilets $ 2,000 $ 2,000 Builders Risk Insurance $ 3,000 $ 3,000 Project Clean -up Provisions $ 3,000 $ 3,000 Storage Trailers $ 1,200 $ 1,200 Clean -up Equipment $ 1,500 $ 1,500 Mailing /Shipping Provisions $ 750 S 750 Building Protection Provisions $ 2,000 $ 2,000 CMA FEE Construction Management Fee JGCS $ 247,988 $ 247,988 TOTAL DIRECT COST & CMA FEE $ 275,438 $ 275,438 CONSTRUCTION COSTS TOTAL $ 2,482,619 S 2,348,421 FEES AND OWNER'S DIRECT EXPENSES S - Architectural Fees $ 260,000 $ 260,000 FEES AND OWNER'S DIRECT EXPENSES TOTAL $ 260,000 $ 260,000 F,F &E $ Furniture, Fixtures and Equipment $ $ F,F & E TOTAL $ S S - MISCELLANEOUS CONTINGENCIES $ Construction Contingency @ 3% $ 50,000 $ (48,021) $ 1,979 MISCELLANEOUS CONTINGENCIES TOTAL $ 50,000 $ 1,979 $ PROJECT TOTALSI $ 2,792,619 1 $ (182,219)1 $ 2,610,400 DESCRIPTION OF ACCEPTED ALTERNATES: ALT NO. AMOUNT 4 REUSE EXISTING LIGHT FIXTURES @ NEW LOCKER ROOMS $ (3,450) 5 OMIT NEW RTU #1 $ (6,680) 6 OMIT EXHAUST FANS EF1 -EF6 $ (23,880) 7 OMIT GRAVITY VENTILATORS $ (5,600) 9 OMIT NEW WASHER DRYER @ JAIL LAUNDRY ROOM $ (9,480) 10 REUSE /SUPPLEMENT EXISTING DUCTWORK @ NEW LOCKER ROOMS $ (9,200) 11 OMIT BUNKER ROOM $ (13,000) 12 OMIT SWAT LOCKERS $ (15,755) 13 OMIT STAINLESS STEEL WORK TABLES $ (13,250) 16 OMIT MASONRY WALLS @ GATES - PHASE B - PROVIDE SEC FENCING $ (5,000) 17 OMIT VCT FLOORING @ SWAT LOCKER ROOM $ (250) 18 OMIT WATER LINE TO NEW BUILDING $ (3,700) 21 OMIT CORD REELS @ NEW BUILDING $ (2,460) 22 OMIT DUPLEX OUTLETS @ OMITTED LOCKERS $ (3,730) 23 OMIT JAIL BOOKING COUNTER /MILLWORK @ LOCKER ROOM ENTRY $ (31,246) 24 OMIT BI -FOLD SECURITY GATES /PROVIDE ROLLING EXTENSION GATE $ (35,000) VE ACCEPTED COST REDUCTION FOR PHASE A SECURITY SYSTEMS. $ (8,167) VE OMIT MEN'S AND WOMEN'S LOCKERS (TOTAL OF 24 LOCKERS) $ (32,076) VE REDUCE CONTINGENCY TO MEET BUDGET REQUIREMENTS $ (48,021) TOTAL ALL ALTERNATES $ (269,945) Proposal Tabulation Thursday, August 31, 2017 City of Farmers Branch Police Station Renovation - Phase B 2:00 PM CSP 01 -B FINAL BUILDING CLEANING 1 BASE PROPOSAL COMBINATION PROPOSAL ACCEPTED ALTERNATES ALT #1 THRU #24 ACCEPTED BID ALMIGHTY CLEANING INC. $2,750 $0' 2,750 RESULTS STAFFING X $3,200 CSP 06 -A MILLWORK 1 BASE PROPOSAL COMBINATION PROPOSAL LUTZ WOODWORKS X $31,246 -$31,246 0 MGC Millwork X $35,514 CSP 08 -A FRAMES, DOORS & HARDWARE 1 PROPOSAL PROPOSAL PIPER WEATHERFORD X $26,665 $0 $26,665 ICOMMERCIAL HARDWARE, INC. X $26,912 CSP 08 -C OVERHEAD SECTIONAL DOORS 1 BASE- PROPOSAL COMBINATION PROPOSAL OVERHEAD DOOR OF FORT WORTH - $14,210 0 $14,210 OVERHEAD DOOR OF DALLAS $15,900 OVERHEAD GARAGE DOOR $10,695 CSP 09 -A DRYWALL & ACOUSTICAL 1 BASE COIABINATIM ALL AROUND DRYWALL X $94,950 0 594 950 CSP 09 -B CERAMIC TILE & FLOOR COVERINGS 1 ASE PROPOSAL PROPOSAL ROONEY ENTERPRISES INC. X $3,930 'VECTOR CONCEPTS $4,498 -$250 $4,248 CSP 09 -E PAINTING 1 PROPOSAL PROPOSAL SHAHAN & SON X $21,170 $0 $21,170 VELA PAINTING 1 $22,548' M. DANNY HARRISON X $23,385 CSP 10 -A BUILDING SPECIALTIES 1 BASE PROPOSAL COMBINA71OW PROROSAL SPECTRUM RESOURCE X $1,300 0 $1,300 .AMERICAN FENCE (ALT #16 AND 24) ROCKY DURON & ASSOCIATES $6,653 CSP 10 -D METAL LOCKERS 1 BASE COMBINATION PROPOSAL SOUTHWEST SOLUTIONS X -P9QJ?OSA $180,510.23 -$61,081 $119,429.23 CSP 10 -G IDENTIFICATION DEVICES 1 BASE PROPOSA COMBINATION PROPOSAL A SIGN OF QUALM X $4,321 0 $4,321 CSP 21 -A FIRE SPRINKLER SYSTEM 1 BASE PROPOSAL COMBINATION PROPOSAL SERVICE FIRE & INDUSTRIAL - X $24,400 $0 $24,400 CSP 23 -C MECHANICAL: PLUMBING & HVAC 1 ATMAC MECHANICAL $155,000 TEXAS GENERAL MECHANICAL $138,000 - 34 400 103 600 CSP 26 -A ELECTRICAL 1 BASE 1?RQPQSAL 1w PROPOSAL GROVES ELECTRICAL SERVICE INC. x $200,550 -$15,280 185 270 INTEX ELECTRIC x $248,840 CSP 27 -A VOICE & DATA CABLING 1 BASE PROPOSAL COMBINATION PROPOSAL- ADVANCED CONNECTIONS x $6,860 $0 $6,860 Network Cabling solution x $8,364.70 1of1 AO W1 // I/ FARMERS BRANCH POLICE STATION -PHASE B 3723 VALLEY VIEW LANE FARMERS BRANCH, TX 75244 FARMERS BRW PROJECT NO.: 217015.00 BRANCH JULY 28, 2017 SYMBOL LEGEND TNORTH ARROWS A101 1 EXTERIOR ELEVATION PLAN TRUE ARTIFICIAL PROPERTY 3 A411 1 INTERIOR ELEVATION - -- LINE /LIMITS OF CONSTRUCTION BUILDING SETBACK 3111.10 KEYNOTE LINE /EASEMENT _100 _ EXISTING CONTOURS Ai WALL TYPE 100 REVISED CONTOURS DOOR NUMBER 100 EXISTING SPOT O WINDOW TYPE GRADE 100 REVISED SPOT GRADE Al REVISIONS WORKING POINT, ROOM NAME ROOM NAME CONTROL OR DATUM DESIGNATION C1016 POINT � & NUMBER L CEILING FINISH O COLUMN DESIGNATION WALL FINISH BASE FINISH FLOOR FINISH 1 A463 NEW CONSTRUCTION DETAIL BUBBLE - NEW FIRE RATED CONSTRUCTION 1 A301 BUILDING SECTION � EXISTING WALL TO REMAIN WALL SECTION � ALIGN A314 FACE OF FINISH TEMPERED GLASS DIMENSIONING 3/A463 REFERENCES: MATCH LINE SHEET NUMBER DETAIL NUMBER TITLE A463 SHEET NUMBERING: 1 SCALE VIEW TITLE SHEET NUMBER SHEET TYPE DESIGNATOR DISCIPLINE DESIGNATOR ARCHITECTURAL ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR MNTD. MOUNTED B.O. BOTTOM OF NOM. NOMINAL C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT CLR CLEAR O.C.(E.W.) ON CENTER (EACH WAY) DIA. DIAMETER O.H. OPPOSITE HAND DN DOWN RE: REFERENCE E.J. EXPANSION JOINT RED. /READ REQUIRED EQ. EQUAL R.O. ROUGH OPENING F.F. FINISH FLOOR SIM. SIMILAR F.V. FIELD VERIFY T.O. TOP OF GA. GAUGE TYP. TYPICAL M.O. MASONRY OPENING W/ WITH MAX. MAXIMUM W.B. WIND BRACE MIN. MINIMUM W.P WORKING POINT CODE INFORMATION BUILDING: 2015 INTERNATIONAL BUILDING CODE MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE PLUMBING: 2015 INTERNATIONAL PLUMBING CODE ELECTRICAL: 2014 NATIONAL ELECTRIC CODE FIRE: 2015 INTERNATIONAL FIRE CODE LIFE SAFETY: 2015 INTERNATIONAL BUILDING CODE ACCESSIBILITY: 2012 TEXAS ARCHITECTURAL BARRIER STANDARDS ENERGY: 2015 INTERNATIONAL ENERGY CONSERVATION CODE SCOPE OF WORK: RENOVATION, NEW CONSTRUCTION, SITE SECURITY IMPROVEMENTS NUMBER OF FLOORS: 1 CONSTRUCTION TYPE: TYPE II B (AT EXISTING AND RENOVATION), TYPE VB (AT ADDITION) OCCUPANCY CLASSIFICATION: S -2 (ADDITION), B (EXISTING I RENOVATION), 1 -3 (EXISTING -NO SCOPE) SPRINKLERED: YES (AT BOTH EXISTING AND NEW) REQUIRED SEPARATION: 1HR FIRE RATING BETWEEN EXISTING AND NEW (THERMAL ENVELOPE REQUIREMENTS NOT APPLICABLE) ONE STORY (SPLIT LEVEL) TOTAL BUILDING AREA: 3,142 SF ALLOWED BUILDING AREA (PER FLOOR IN MULTISTORY): 54,000 SF BUILDING HEIGHT: 23' -6" ALLOWABLE BUILDING HEIGHT: 60' EXISTING BUILDING AREA: 37,207 SF RENOVATED BUILDING AREA LOCKER ROOMS: 2,085 SF COURT / STATION LOBBIES: 769 SF JAIL: 372 SF TOTAL RENOVATION AREA: 3,226 SF (NO CHANGE IN EXISTING BUILDING AREA) ALL SITE AND BUILDING AREA TABULATIONS SHOWN ARE FOR OWNER AND GOVERNING AUTHORITY REFERENCES ONLY. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS / HER OWN QUANTITY AND CONTRACTOR AREA CALCULATIONS. BID ALTERNATES ADD ALTERNATE 1 (PHASE B): NEW FINISHES (TILE /PAINT), TOILET PARTITIONS, TOILET ACCESSORIES, AND WALL HUNG SINKS AT THE EXISTING LOCKER ROOM RESTROOMS 104 AND 107 ADD ALTERNATE 2 (PHASE B) A NEW 4" FIRE SPRINKLER SERVICE SHALL CONNECT TO THE EXISTING 16" WATER MAIN WITHIN THE EXISTING DRIVEWAY (FIRE LANE) APPROXIMATELY 10' SOUTH OF THE NORTHERN LIMITS OF PAVING. THE CONTRACTOR SHALL INSTALL A 4" PVC FIRE SERVICE TO THE BUILDING. THIS INCLUDES A 16 "X4" TAPPING SLEEVE, 4" GATE VALVE, 4" DETECTER CHECK VALVE AND VAULT. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY STANDARDS. THE CONTRACTOR SHALL REMOVE AND REPLACE ALL EXISTING PAVEMENT FOR THE INSTALLATION OF THE 4" FIRE SERVICE. PROVIDE ONE FIRE SPRINKLER ASSEMBLY FOR THE SWAT BUILDING TO CONNECT TO THE 4" FIRE SERVICE. A REMOTE SIAMESE FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED WITH 4" PIPING WITH A CHECK VALVE ROUTED FROM THE FDC TO THE RISER ASSEMBLY. FLOOR AND TAMPER SWITCHES SHALL PROVIDED ALONG WITH ALARMS. ADD ALTERNATE 3 (PHASE B): PROVIDE NEW RTU AT WOMEN'S LOCKER ROOM VICINITY MAP PROJECT SITE rs B,.mh Animal - daa,ae "le, 0 e 0 ®Poyal Haven h$ r Church OWNER CITY OF FARMERS BRANCH 1300 WILLIAM DODSON PKWY, FARMERS BRANCH, TX 75234 972.919.2566 ARCHITECT BROWN REYNOLDS WATFORD ARCHITECTS, INC. 3535 TRAVIS STREET, SUITE 250 DALLAS, TEXAS 75204 214.528.8704 CIVIL / STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL / PLUMBING ENGINEER CLICK ENGINEERING, INC. 325 N SAINT PAUL ST. SUIT 2850 DALLAS, TX 75201 214.871.2302 REED WELLS 1202 N CENTRAL EXPY DALLAS, TX 75243 972.788.4222 BENSON & COMPANY VOICE / DATA / AV WRIGHTSON JOHNSON HADDON & WILLIAMS 3424 MIDCOURT ROAD, SUITE 124 CARROLTON, TEXAS 75006 972.934.9700 CONSTRUCTION MANAGER GALLAGHER CON 3501 TOKEN DR. SUITE 100 RICHARDSON, TX 75082 214.240.2661 INDEX OF DRAWINGS STRUCTION SERVICES G1.1B TITLE SHEET AND DRAWING INDEX G1.2 MASTER KEYNOTE LIST G1.3 PHASING PLANS G1.4B LIFE SAFTEY PLANS G1.5 TYPICAL ACCESSIBILITY DETAILS C0.0B BOUNDARY AND TOPOGRAPHIC SURVEY C0.01B GENERALNOTES C1.016 CIVIL SITE PLAN C2.01B EX. CONDITION AND DEMO. PLAN C3.016 GRADING PLAN C4.01B DETAILS S1.0 GENERAL NOTES S1.1 SPECIAL INSPECTIONS S2.1 FOUNDATION PLAN S3.1 TYPICAL SECTIONS AND DETAILS S3.2 TYPICAL SECTIONS AND DETAILS S3.3 TYPICAL SECTIONS AND DETAILS S4.0 ROOF AND FRAMING PLAN A1.1B FIRST FLOOR PLAN A1.2B ROOF PLAN AND DETAILS A2.1B EXTERIOR ELEVATIONS & BUILDING SECTIONS All WALL SECTIONS A4.1B DOOR AND WINDOW SCHEDULE A5.1B INTERIOR ELEVATIONS / MILLWORK SECTIONS A5.26 INTERIOR ELEVATIONS / MILLWORK SECTIONS A6.1B FIRST FLOOR REFLECTED CEILING PLAN / FIRST FLOOR U FINISH PLAN MPE2.0 ROOF PLAN - MPE M1.1 FIRST FLOOR DEMOLITION PLAN - HVAC M2.1 FIRST FLOOR PLAN - HVAC M2.2 FIRST FLOOR PLAN - HVAC PIPING M3.1 DETAILS - MECHANICAL M3.2 DETAILS - MECHANICAL M4.1 SCHEDULES - MECHANICAL P2.1 FIRST FLOOR PLAN - PLUMBING P3.1 DETAILS AND SCHEDUALS - PLUMBING E1.1 FIRST FLOOR DEMOLITION PLAN - ELECTRICAL E2.1 FIRST FLOOR PLAN - LIGHTING E2.2 FIRST FLOOR PLAN - POWER E2.3 FIRST FLOOR PLAN - SYSTEMS E3.1 ELECTRICAL LEGEND SHEDULES - AND DETAILS E4.1 ONE LINE DIAGRAMS - ELECTRICAL INDEX OF DRAWINGS ES0.OB GENERAL NOTES AND LEGENDS ES1.213 FIRST FLOOR PLAN- PHASE B ES3.OB SECURITY DETAILS ES6.1 B FIRST FLOOR REFLECTED CEILING PLAN ES8.OB SECURITY SCHEDULES ES8.1 B SECURITY RISER DIAGRAM ES9.OB SECURITY DETAILS ES9.1 B VEDIO SURVEILLANCE DETAILS 0 0 Z LL Z a 3 p Z 0 V J Z r N V a Im W y Q ^ Q zt= 6�3 U > {'0Q MNOfY' 0 V Z Z p Z O V C a U > N a 0 0 Z Q 3 w N m Z) o° z O V (7Z m o O � Z 3 U a0 w Q w 3 UU m 0 0 U m 7 Z Z 2 Q 0 g� COQ w IJ Z J. H m w m Lu U N Q W J Q O x ^a LL d d ty LL r in H Q Z O VN Z G1.1 B TITLE SHEET AND DRAWING INDEX MASTER KEYNOTE LIST 0100 DIVISION 01 - GENERAL REQUIREMENTS 0200 DIVISION 02 - EXISTING CONDITIONS & DEMOLITION 0220.02 EXISTING LIGHT POLE 0220.03 EXISTING POWER POLE 0220.04 EXISTING CONCRETE PAVING 0220.06 EXISTING CONCRETE CURB 0220.08 EXISTING CONCRETE SIDEWALK 0220.10 EXISTING FIRE HYDRANT 0220.11 EXISTING ELECTRICAL TRANSFORMER AND CONCRETE PAD 0220.12 EXISTING WATER METER / VALVE 0220.13 EXISTING GAS METER 0220.25 EXISTING STRUCTURE 0220.31 EXISTING UTILITY 0220.32 EXISTING CONCRETE GRADE BEAM 0220.36 EXISTING DOOR AND FRAME 0220.52 EXISTING ELECTRICAL GENERATOR AND CONCRETE PAD 0220.53 EXISTING FUELING STATION 0220.55 EXISTING BOLLARD 0220.57 EXISTING DUMPSTER 0220.58 EXISTING PAVEMENT MARKING 0220.59 EXISTING CONCRETE STAIR 0220.60 EXISTING ELECTRICAL PANEL 0220.61 EXISTING FIRE LANE STRIPPING 0220.62 EXISTING MASONRY SITE WALL 0220.63 EXISTING POWER LINES ABOVE. CONTRACTOR TO COORDINATE CONSTRUCTION WITH AGENCY HAVING JURISDICTION 0220.64 EXISTING WHEEL STOP 0220.66 EXISTING MILLWORK 0220.67 EXISTING MODIFIED BITUMEN ROOFING SYSTEM 0220.68 EXISTING ROOFTOP HVAC UNIT 0220.69 EXISTING FLOOR DRAIN 0220.70 EXISTING SINK 0220.71 EXISTING STORAGE 0220.72 EXISTING DOOR AND FRAME 0220.73 EXISTING WASHING MACHINE OUTLET BOX 0240.05 SAWCUT AND REMOVE EXISTING CONCRETE CURB. PATCH AND REPAIR PAVING AS REQUIRED 0240.15 REMOVE EXISTING STUD WALL 0240.16 REMOVE EXISTING DOOR AND FRAME 0240.18 REMOVE EXISTING MILLWORK 0240.20 REMOVE PORTION OF EXISTING WALL 0240.29 REMOVE EXISTING HANDRAIL AND PATCH PENETRATIONS IN CONCRETE STAIR 0240.30 REMOVE EXISTING SITE WALL 0240.31 REMOVE EXISTING FLOORING (RE: FINISH PLAN FOR EXTENT) 0240.32 REMOVE EXISTING CEILING TILE 0240.33 REMOVE AND RELOCATE EXISTING ELECTRICAL JUNCTION BOX, CONDUIT, AND WIRING TO SERVE RELOCATED LIGHT FIXTURE 0240.34 REMOVE AND RELOCATE EXISTING LIGHT POLE 0240.35 REMOVE EXISTING BOLLARD. PATCH CONCRETE TO MATCH ADJACENT FINISH 0240.36 REMOVE AND REINSTALL EXISTING WHEEL STOP(S) AS REQUIRED TO SAW CUT CONCRETE ALONG EAST PARKING 0240.37 REMOVE PORTION OF EXISTING CONDUIT IMPACTED BY DEMOLITION. PROVIDE NEW CONDUIT AS REQUIRED AND RE -ROUTE BOTH WIRING AND AROUND NEW BUILDING TO MAINTAIN SERVICE 0240.38 REMOVE EXISTING CARD READER AND PEDESTAL. RELOCATE CARD READER AS INDICATED IN ELEC. /SECURITY DRAWINGS 0240.39 REMOVE PORTION OF EXISTING MILLWORK TO ACCOMODATE TAS CLEARANCE FOR NEW DOOR. PROVIDE NEW MILLWORK END PANEL TO APPEAR NEW 0300 DIVISION 03- CONCRETE 0310.02 3/4" CHAMFER 0310.04 SOIL RETENTION PANELS 0310.05 VOID FORMS 0320.01 DOWEL INTO CONCRETE SLAB 0330.01 CONCRETE (RE: STRUCTURAL) 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 0330.05 CONCRETE GRADE BEAM (RE. STRUCTURAL) 0330.06 CONCRETE GRADE BEAM ON VOID FORMS (RE: STRUCTURAL) 0330.07 CONCRETE FOOTING 0330.10 CONCRETE STAIR 0330.11 CONCRETE RAMP 0330.12 CONCRETE BOLLARD 0330.13 CONCRETE PAD AS REQUIRED (RE: MEP) 0330.21 CONCRETE PIERRE: STRUCTURAL) 0330.22 3" CONDUIT SLEEVE THROUGH GRADE BEAM. COORDINATE WITH STRUCTURAL. 0360.03 FILL WITH GROUT 0400 DIVISION 04 - MASONRY 0420.02 HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY 0420.14 8" CONCRETE MASONRY UNITS 0420.23 CONCRETE MASONRY BOND BEAM 0420.25 8" INTEGRAL COLOR MASONRY BLOCK 0420.26 12" INTEGRAL COLOR MASONRY BLOCK 0420.27 4" SLOPED CONCRETE CAP WITH DRIP 0500 DIVISION 05 - METALS 0510.03 STEEL TUBE COLUMN (RE: STRUCTURAL) 0510.04 STEEL ANGLE (RE: STRUCTURAL) 0550.02 3"X 3" X 1/4" STEEL ANGLE. ATTACH TO EXISTING MASONRY, AND WELD TO CHASE STRUCTURE. 0550.10 3"X 3" X 1/4" STEEL TUBE 0550.11 4" X 4"X 1/4" STEEL TUBE. ATTACH (WELD) TO PRE - ENGINEERED METAL BUILDING STRUCTURE, TO SUPPORT CHASE STRUCTURE. 0550.17 Z PURLIN (GALVANIZED) 0550.19 6" PIPE BOLLARD. FILL WITH CONCRETE (PAINTED) 0550.33 METAL LADDER 0550.39 1 1/4" DIAMETER STANDARD STEEL PIPE HANDRAIL (3'-0" HIGH U.N.O.) 0550.64 POWDER COATED PERFORATED STEEL PANEL 0550.65 POWDER COATED STEEL WT 2 X 6.5 0550.67 POWDER COATED STEEL THROUGHBOLT 0600 DIVISION 06 -WOOD, PLASTICS, & COMPOSITES 0610.01 SHIM AS REQUIRED 0610.02 1X WOOD BLOCKING 0610.03 2X WOOD BLOCKING 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0610.29 8' -0" HIGH 3/4" EXTERIOR GRADE FIRE TREATED PLYWOOD (SANDED AND PAINTED) 0640.15 CABINET CAM LOCK 0640.17 DRAWER GLIDE 0640.21 3" WIRE GROMMET 0640.22 CABINET PULLS 0640.24 ADJUSTABLE METAL SHELF STANDARDS. PROVIDE BLOCKING IN WALL AS REQUIRED 0640.29 METAL COAT ROD AND PLYWOOD SHELF 0640.33 EXPOSED DECORATIVE FASTENER 0640.57 QUARTZ COUNTERTOP WITH SPLASH AS SHOWN 0640.59 HARDWOOD VENEER FULL HEIGHT CABINET WITH DOUBLE DOORS 0640.60 HARDWOOD VENEER PANEL 0640.61 HARDWOOD VENEER CABINET DOOR 0640.62 QUARTZPANEL 0640.63 CURVED STAINLESS STEEL PANEL 0640.64 STAINLESS STEEL BASE 0640.65 STAINLESS STEEL AND QUARTZ DESK 0640.66 STAINLESS STEEL COUNTERTOP 0640.67 HARDWOOD VENEER REMOVABLE ACCESS PANEL 0640.68 HARDWOOD VENEER DRAWER 0700 DIVISION 07- THERMAL & MOISTURE PROTECTION 0710.06 SELF ADHERING SHEET WATERPROOFING MEMBRANE AND DRAINAGE COURSE 0720.04 1 1/2" RIGID CONTINUOUS INSULATION 0720.20 WHITE VINYL FACED INSULATION (R -13) 0720.21 WHITE VINYL FACED INSULATION (R -19) 0725.01 UNDERSLAB VAPOR BARRIER 0725.02 SELF ADHERING MODIFIED BITUMINOUS SHEET AIR BARRIER 0740.01 PREFINISHED METAL ROOF PANEL 0740.28 PREFINISHED METAL SOFFIT PANEL 0750.01 ROOFING BASE FLASHING SYSTEM 0750.03 4" CANT 0750.14 PATCH AND REPAIR EXISTING ROOFING SYSTEM AS REQUIRED TO MATCH EXISTING, MAINTAIN EXISTING WARRANTY 0760.02 THROUGH -WALL FLASHING (WITH WEEPS AT T -0" O.C.) 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4") 0760.34 PREFINISHED METAL DRIP EDGE 0760.35 RAKE TRIM FLASHING 0770.01 PREFINISHED METAL COPING SYSTEM 0770.04 PREFINISHED METAL REGLET WITH SEALANT AND COUNTERFLASHING 0770.05 GALVANIZED REGLET WITH SEALANT AND COUNTERFLASHING 0770.07 PREFABRICATED EQUIPMENT SUPPORT 0770.08 EQUIPMENT CURB WITH GALVANIZED COUNTERFLASHING 0790.01 SEALANT WITH BACKER ROD AS REQUIRED 0790.02 CAULKING 0790.05 1" METAL ROOF EXPANSION JOINT COVER 0790.08 1 HR MIN. RATED FIRE BARRIER SYSTEM 0800 DIVISION 08- OPENINGS 0810.04 HOLLOW METAL DOOR AND FRAME 0830.17 SECTIONAL DOOR 0840.15 HOLLOW METAL STOREFRONT FRAME WITH BULLET RESISTANT INFILL 0840.16 ALUMINUM STOREFRONT BREAK METAL CONTINUOUS ALONG PREVIOUS GLAZING STRIP GAP (MATCH EXISTING ADJACENT FINISH). CLOSE OFF TO APPEAR FLAT. 0840.17 JAMB ANCHOR. PROVIDE QUANTITY AND SIZE TO PENETRATE EXISTING STRUCTURE AS REQUIRED BY MANUFACTURER. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. 0840.18 HOLLOW METAL STOREFRONT FRAME 0870.11 DRIP CAP 0880.02 GLASS TYPE #2 (1/4" CLEAR, TEMPERED) 0880.13 GLASS TYPE #13 (1/4" SPANDREL) 0880.14 GLASS TYPE #14 (518" POLYCARBONATE) 0880.19 GLASS TYPE #19 (1.64" UL 752 COMPLIANT LEVEL 5 BALLISTIC RESISTANT SECURITY GLAZING) 0880..20 GLASS TYPE #20 (1" INSULATED, SPANDREL) 0890.05 CLOTHES DRYER VENT WITH FLAP. ENLARGE PENETRATION OPENING AT WALUROOF TO ACCOMODATE SIZE 0900 DIVISION 09- FINISHES 0920.04 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 0920.07 6" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 0920.10 7/8" FURRING CHANNEL AT 16" O.C. 0920.18 1" PORTLAND CEMENT STUCCO ON METAL LATH 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920..28 5/8" GYPSUM BOARD (TYPE X) 0920.42 5/8" GLASS -MAT GYPSUM BOARD TO 6" A.F.F. 0920.43 PROVIDE SKIM COAT ON FIBERGLASS PANEL(S) FOR SMOOTH AND CONSISTENT FINISH AND PAINT AS INDICATED 0920.44 INFILL EXISTING WALL WITH ADDITIONAL METAL STUDS AS REQUIRED. REFER GENERAL NOTE (6), THIS SHEET 0920.45 1/2" RESILIENT CHANNEL AT 16" O.C. VERTICAL. ATTACH DIRECT TO GIRTS. 0920.46 3" HIGH 5/8" GLASS -MAT GYPSUM BOARD SHEATHING (TYPE X) 0920.47 5/8" GYPSUM SHEATHING 0930.01 CERAMIC TILE 0960.13 4" RESILIENT BASE 0980.03 3 1/2" FIBERGLASS SOUND ATTENUATION INSULATION 0980.14 3" MINERAL WOOL INSULATION (2.5 PCF) 1000 DIVISION 10- SPECIALTIES 1010.51 POLE MOUNTED SIGNAGE - "AUTHORIZED VEHICLES ENTRY ONLY. PUBLIC PARKING ACCESSED FROM VALLEY VIEW." 1010.52 POWDERCOAT POSTS, COLOR T.B.D. 1010.53 CROSS -BAR PER ACCESSIBILITY REQUIREMENTS 1020.01 FLOOR MOUNTED, OVERHEAD BRACED, SOLID PLASTIC TOILET PARTITION 1020.06 REINFORCED COMPOSITE URINAL SCREEN 1020.16 STAINLESS STEEL 1 1/2" DIAMETER GRAB BAR (36" LONG) 1020.17 STAINLESS STEEL 1 1/2" DIAMETER GRAB BAR (42" LONG) 1020.20 SOAP DISPENSER (SURFACE- MOUNTED) 1020.24 STAINLESS STEEL SURFACE MOUNTED TOILET PAPER DISPENSER 1020.27 STAINLESS STEEL SANITARY NAPKIN DISPOSAL (PARTITION MOUNTED) 1020.30 STAINLESS STEEL SEMI - RECESSED PAPER TOWEL DISPENSER /TRASH RECEPTACLE 1020.32 STAINLESS STEEL FRAMED MIRROR 1020.34 VINYL - COATED PIPING WRAP 1020.35 ROBE /TOWEL HOOK 1020.45 BULLET RESISTANT FIBERGLASS PANEL 1020.46 BULLET RESISTANT FIBERGLASS PANEL SCREW 1020.47 PHENOLIC CHANGING ROOM BENCH 1040.03 FIRE EXTINGUISHER AND SEMI- RECESSED CABINET 1050.01 FULL HEIGHT METAL LOCKERS 1050.13 METAL PERSONAL STORAGE LOCKER 1050.14 LOCKER BOXED END PANEL 1050.15 LOCKER FINISHED BACK PANEL 1100 DIVISION 11 - EQUIPMENT 1130.13 STACKED WASHER/DRYER 1200 DIVISION 12- FURNISHINGS 1230.23 STAINLESS STEEL TABLE (30" X 72 ") 1300 DIVISION 13- SPECIAL CONSTRUCTION 1330.01 PRE- ENGINEERED RIGID FRAME 1330.02 PRE- ENGINEERED METAL PURLIN 1330.03 PRE - ENGINEERED GIRT 1330.05 PRE - ENGINEERED METAL COLUMN 1330.06 PRE- ENGINEERED METAL EAVE STRUT 1330.15 PRE - ENGINEERED METAL ROOF 1330.16 PRE - ENGINEERED R -PANEL 1330.17 6" PREFINISHED METAL GUTTER 1330.18 PRE - ENGINEERED METAL BASE ANGLE 1400 DIVISION I4- CONVEYING EQUIPMENT 2100 DIVISION 21 - FIRE SUPPRESSION (RE: THERMAL & MOISTURE PROTECTION PLUMBING) 2110.05 FIRE SPRINKLER PIPING. REFER FINISHES PLUMBING FOR ROUTING AND SPECIALTIES COORDINATE WITH EXISTING CONDITIONS. EQUIPMENT SUPPORT FROM CHASE AS REQUIRED. 2200 DIVISION 22- PLUMBING (RE: PLUMBING) 2240.01 WATER CLOSET. ORIENT FLUSH VALVE PLUMBING (RE: PLUMBING) TOWARDS ACCESSIBLE SPACE AT INTEGRATED AUTOMATION ACCESSIBLE STALLS /RESTROOMS 2240.02 URINAL 2240.03 WALL -HUNG LAVATORY WITH CARRIER 2240.04 PORCELAIN LAVATORY 2240.07 SINK FITTINGS 2240.10 HANDICAP ACCESSIBLE SHOWER HEAD 2300 DIVISION 23- HEATING, VENTILATING, & AIR - CONDITIONING (HVAC) (RE: ti MECHANICAL) 2330.01 HVAC DUCTWORK 2330.04 EXHAUST FAN 2350.06 ELECTRIC UNIT HEATER 2370.01 AIR HANDLING UNIT (RE: MECHANICAL) 2370.02 ROOF -TOP CENTRAL HVAC UNIT (RE: MECHANICAL) 2600 DIVISION 26 - ELECTRICAL (RE: ELECTRICAL) 2620.05 ELECTRICAL POWER STRIP 2620.12 ELECTRICAL PANEL (RE: ELECTRICAL) 2620.19 CONDUIT, REFER SECURITY DRAWINGS FOR COORDINATION 2620.20 PROVIDE NEW ELECTRICAL JUNCTION BOX w AS REQUIRED TO MATCH FINISH FACE OF UU m FIBERGLASS PANEL. COORDINATE WITH EXISTING 2630.02 ELECTRIC GENERATOR TRANSFER SWITCH 2650.17 LIGHT POLE / FIXTURE ON CONCRETE BASE 2650.18 RELOCATED LIGHT POLE. PROVIDE NEW CONCRETE BASE AS REQUIRED. 2700 DIVISION 27- COMMUNICATIONS 2750.04 WALL MOUNTED TIME CARD READER 2800 DIVISION 28- ELECTRONIC SAFETY & SECURITY 2810.03 CARD READER 2810.07 PARKING KEYPAD / CARD ACCESS CONTROL ON METAL STANCHION 2810.09 SLIDING GATE OPERATOR 2810.11 KNOX KEY SWITCH 2810.13 VEHICLE DETECTION LOOP 2810.14 BI -FOLD GATE 2810.15 SECURITY ENCLOSURE. REFER SECURITY DRAWINGS. 3100 DIVISION 31- EARTHWORK 3110.04 PROTECT EXISTING TREE OR TREES 3110.05 TRIM / PRUNE EXISTING TREES 3120.01 GRADE 3120.02 COMPACTED SELECT FILL 3200 DIVISION 32- EXTERIOR IMPROVEMENTS 3210.09 4" CONCRETE SIDEWALK WITH #3'S AT 18" O.C.E.W. 3210.10 CONCRETE CURB RAMP PER CITY REQUIREMENTS 3210.14. CONCRETE PAVING (RE: CIVIL) 3210.24 PRE -CAST CONCRETE PAVING UNITS WITH TRUNCATED DOMES (ADA COMPLIANT) 3210.30 6" CONCRETE CURB (WITH GUTTER AS REQUIRED) (RE: CIVIL) 3210.33 4" PAVEMENT MARKING (DIAGONAL STRIPING AT Z -0" O.C. TYPICAL) 3210.35 FIRE LANE STRIPING PER CITY REQUIREMENTS 3210.40 DRY SUMP: 12" DIA. REINFORCED CONCRETE PIPE (4' DEEP) WITH FREE DRAINING GRAVEL. PROVIDE COMPRESSIBLE FILLER AT PAVING TRANSITION. 3230.10 2 1/2" DIAMETER SCHEDULE 40 STEEL PIPE (GALVANIZED) 3230.28 HEAVY DUTY OFFSET TYPE HINGES 3230.35 POST CAP 3230.38 DECORATIVE METAL FENCE 3230.40 4"X 4" POWDER COATED STEEL TUBE POST 3230.41 POWDER COATED TUBE STEEL GATE 3230.42 3" X 3" X 1/4" STEEL POST WITH ORNAMENTAL IRON CAP 3230.48 HEAVY DUTY METAL HINGES 3230.54 8'A" (MINIMUM) MASONRY PERIMETER WALL. REFER SITE WALL ELEVATIONS FOR HEIGHT VARIATION. 3230.57 METAL PEDESTRIAN GATE 3230.58 SLIDING GATE TRACK 3300 DIVISION 33 - UTILITIES (RE: CIVIL & MEP) 3340.10 PERFORATED PIPE SUBSURFACE DRAINAGE SYSTEM WRAPPED WITH FILTER FABRIC 3340.12 FREE - DRAINING AGGREGATE 3340.17 DRAIN PIPE AT CURB (RE: CIVIL) 3370.08 BARE COPPER GROUND MASTERFORMAT 2004 THE MASTER KEYNOTE LIST USES CSI MASTERFORMAT 2004 EDITION LEVEL 2 NUMBERS AND TITLES EXAMPLE KEYNOTE 0960.01- 09 60 .01 6' (DIVISION) (LEVEL 2) (UNIQUE IDENTIFIER) DIVISION 01 GENERAL REQUIREMENTS DIVISION 02 EXISTING CONDITIONS (TO REMAIN, U.N.O.) & DEMOLITION DIVISION 03 CONCRETE DIVISION 04 MASONRY DIVISION 05 METALS DIVISION 06 WOOD, PLASTICS, & COMPOSITES DIVISION 07 THERMAL & MOISTURE PROTECTION DIVISION 08 OPENINGS DIVISION 09 FINISHES DIVISION 10 SPECIALTIES DIVISION 11 EQUIPMENT DIVISION 12 FURNISHINGS DIVISION 21 FIRE SUPPRESSION (RE: PLUMBING) DIVISION 22 PLUMBING (RE: PLUMBING) DIVISION 25 INTEGRATED AUTOMATION DIVISION 26 ELECTRICAL (RE: ELECTRICAL) DIVISION 27 COMMUNICATIONS DIVISION 28 ELECTRONIC SAFETY & SECURITY DIVISION 31 EARTHWORK DIVISION 32 EXTERIOR IMPROVEMENTS DIVISION 33 UTILITIES (RE: CIVIL & MEP) {7 P Y3 N 7o21a Py �9rFOFt�`� 07%28/2077 C i� O C7 Z 6' v U O Z aX LL p0 a Q O 3 N �Z W m N LU Ln V p[ D W n Q ^ Z w y O us V U ti Q O Q Zw 3 �o�5m3 m x og,x H N M5, N N ma 9N8F� 1 i� O C7 Z u v U 04 Z aX p0 Q O = N �Z W m Lu W LU Ln V p[ > J W n Q ^ U. a a LL O e w� w ti m N0 O Z Z w m VU w = Z > m O a0 Z V D Q w 3 UU m V m 1 d' N V Z Z W fl Z1. Z aX W V H m �Z W m Lu W LU Ln Q N W <0 ^ U. a a LL w e w� w Q O Z 0 N 1 w O Z GI *2 MASTER KEYNOTE LIST a SITE PLAN - PHASE A 1 1" = 40,_0„ PLAN TRUE NORTH NORTH mm 0 5' 10' 20' W J' IN o PLAN TRUE NORTH NORTH J L..-. SITE PLAN 1" = 40' -0" - PHASE B mmmp"_ 0 5' 10' 20' Col - - - - - - - - - - - - - - - - -- - - - - - - -- E / O c I 4f 0 0 0 \� U 0 CONSTRUCTION dL F-1 �,P410* PROPOSED PHASING THE FOLLOWING REPRESENTS A LISTING OF PHASES AND AN ABBREVIATED DESCRIPTION OF THE WORK (NOT NECESSARILY IN SEQUENCE GIVEN) WITHIN EACH PHASE. CONTRACTOR SHALL PROVIDE DETAILED PHASING AND SCHEDULE AT THE PRE - CONSTRUCTION MEETING. THROUGHOUT ALL PHASES, WORK SHALL ALLOW FOR CONTINUOUS USE OF OWNER- OCCUPIED FACILITIES FOR FIRE RESCUE OPERATIONS / ADMINISTRATION AND KEEP IMPACT UPON SUCH OPERATIONS TO AN ABSOLUTE MINIMUM. PHASE A (RE: 1 /G7.3) OWNER RELOCATES EXISTING EQUIPMENT (FURNITURE FIXTURES, AND EQUIPMENT) FROM IMPACTED AREAS. EXTENT TO BE COORDINATED BETWEEN OWNER AND CONTRACTOR PRIOR TO BIDDING. INSTALL TEMPORARY SAFETY MEASURES AND BARRICADES. • LOCATE STAGING ON SITE. REPLACE ALL EXTERIOR WINDOW FRAMES AND GLAZING OUTSIDE OF THE NEW SECURITY WALL ENCLOSED WITH NEW BALLISTIC WINDOW FRAMES AND GLAZING. PROVIDE NEW MASONRY SECURITY WALLS AROUND EXISTING REAR PARKING LOT. INCLUDE TWO MOTORIZED SECURITY GATES @ BOTH ENDS OF THE DRIVEWAY • CONTRACTOR TO COORDINATE INSTALL OF GATE 8 SECURITY WALL SEQUENCING WITH OWNER PRIOR TO CONSTRUCTION • CONTRACTOR TO INSTALL TEMPORARY SECURITY FRAMING AROUND SITE PERIMETER UNTIL SECURITY GATES ARE FULLY INSTALLED PHASE B (RE: 2/G1.3) • OWNER RELOCATE EXISTING EQUIPMENT (FURNITURE, FIXTURES,AND EQUIPTMENT) FROM IMPACTED AREAS EXTEND TO BE COORDINATED BETWEEN OWNER AND CONTRACTOR PRIOR TO BIDDING. • EXPAND THE MEN'S LOCKER ROOM INTO THE WOMAN'S LOCKER ROOM TO ALLOW FOR APPROXIMATELY 100 RENOVATED OR NEW LOCKERS WITH NEW ELECTRICITY / RELOCATE THE WOMAN'S LOCKER INTO FORMER FITNESS ROOM. ALLOW FOR APPROXIMATELY 20 NEW LOCKERS. PROVIDE NEW DOOR INTO THE EXISTING WOMEN'S RESTROOM/ SHOWER ROOM. REPLACE THE JAIL BOOKING COUNTER MILLWORK. • REPAINT ALL THE JAIL INTERIOR WALLS. • DEMOLISH EXISTING SITE WALL AND PAVING NORTH OF LOCKER ROOMS AND CONSTRUCT AN APROX. 3.500SF NEW FREE STANDING POLICE SUPPORT BUILDING. • PROVIDE POWER, WATER, SANITARY SEWER AND VENTILATION FOR A COMMERCIAL WASHER/ DRYER IN THE EXISTING JAIL LAUNDRY ROOM. PATTERN DESCRIPTION EXISTING RENOVATION aADDITION {r r tit N T�o211�y �9rFOFt�`� 07/2$/2017 C 7 C4 6' z O z g� LL W_ a z >Z 3 m Z N LU J aw D a a a Ma Z w y O U > U ti Q O Q Zi_ 3 �p�5m3 m x og H N M N N 5'? ma t9 N!)N 0 7 C4 V Z Z z Q O z g� W W_ z >Z - V IO m Z U LU J aw C a a a Ma U. U > N Q � D c 0 O F 3 z w m Z) z @ z V =w r m m w c�Z Z o 0 a0 Y d o 0 a U 3 UUm o U m � 7 C4 V Z Z z" Q O z g� W W_ z >Z OC H m w m Lu Uul LU J aw i a a Ma U. w a 0 z 0 w O z GI e3 PHASING PLANS 1330.03 0920.28 0980 1 114 mom 1 1. FIRE RATED ASSEMBLIES RATING LOCATION ASSEMBLY EXTENT 1 HR INTERIOR PARTITION UL U404 (INTERIOR PARTITION - STEEL STUD (NON -LOAD BEARING) FROM FLOOR TO OF VEHICLE - 5/8" GYPSUM BOARD UNDERSIDE OF ROOF DECK, a INSPECTION - 31N. MIN. DEEP, 20 GA. STEEL STUDS SPACED MAX. 161N. O.0 FULL LENGTH OF WALL (AND O Z - 31N. THICK MINERAL WOOL INSULATION AROUND STEEL COLUMNS tz co - 5/8 IN. CEMENT BOARD AND BEAM) 1 HR EXTERIOR WALL OF UL 263 (DESIGN NO. V421) FROM FLOOR TO w VEHICLE INSPECTION - MIN. NO. 26 MSG, MIN. 16" WIDE COATED STEEL PANELS TOP OF ROOF EDGE, FULL V - 5/8" GYPSUM SHEATHING LENGTH OF EXTERIOR Zw - PRE - ENGINEERED GIRT (MIN. 6 ") WALL �o�5m3 m - HAT SHAPED FURRING CHANNELS (2 -5/8" X 718") H N Mge N N ma - 5/8" GYPSUM BOARD 1 HR CHASE HOUSING UL 263 (DESIGN NO. V421) FROM FACE OF FINISH FIRE SPRINKLERS - MIN. NO. 26 MSG, MIN. 16" WIDE COATED STEEL PANELS INSIDE EXISTING BUILDING Z - 5/8" GYPSUM SHEATHING TO FACE OF FINISH OF 1 HR � N - PRE - ENGINEERED GIRT (MIN. 6 ") RATED PARITION INSIDE m< < rO 0 - HAT SHAPED FURRING CHANNELS (2 -5/8" X7/8 ") VEHICLE INSPECTION Z - 5 /8" GYPSUM BOARD NOTE: CONTRACTOR TO VERIFY AND BUILD ASSEMBLY BASED ON UL LISTING DESCRIPTION. DESCRIPTION LISTED ABOVE IS FOR REFERENCE ONLY. I I I I I I I I I I I I I I I III III III I I I I I I L-4 I I COMMAND I TRAILER II I I I I I I I I I I I SWAT -- -- 201 I 11 I I I I I I I I I I I I I I I I I :_4 L I 44' =C f. ..r.. .......................... 03 � � F.E. / STOR. BUNKER p/ SWAT 204 E2021 LOCKERS 1 203 - : 0 `� _ ...... _.. - <,., F.E. O 0 1040.03 41'=;B <•r•• : BIKE I I i • PATROL 205 CANOPYABOVE I I F.E. 1040.03 44'7A <•;• • • 1 HR FIRE RATED AT BOTH SIDES OF EXTERIOR WALL. REFER FIRE r RATED ASSEMBLY CHART. : VEHICLE • INSPECTION I I • 1 HR FIRE RATED CHASE RUNNING 206 ABOVE THE EXISTING CEILING PLENUM INTO THE NEW BUILDING (HOUSING FIRE SPRINKLER I PIPING) REFER FIRE RATED I ASSEMBLY CHART. j M ••• ------- - - - - -- _ II 16 I 1 5 m 5' / 1 a_6 D 1= 52' -9" h LINE USED TO DETERMINE FIRE EPARATION DISTANCE 11 12 ASTER I 13 - a 0:1-- 12 - 12 RMA ,f•.•% I - 12 JMEN!S_- •U-OGLER • • (ROOM I • 103" I I i RFt - I -12 1 FF I O 9 • 1040.03 I - • L - -, RNS R • ENTRY I 100 L - - - -> D2 =69' -3" E =76' -8" 10 ._ lillOA VI - __(:7 rN LIFE SAFETY PLAN - PHASE B PLAN TRUE NORTH NORTH 0 4' 8' 16' KEYNOTES 0720.04 1 1/2" RIGID CONTINUOUS INSULATION 0920.28 5/8" GYPSUM BOARD (TYPE X) 0980.14 3" MINERAL WOOL INSULATION (2.5 PCF) 1040.03 FIRE EXTINGUISHER AND SEMI - RECESSED CABINET 1330.03 PRE- ENGINEERED GIRT LIFE SAFETY LEGEND ..........> COMMON PATH OF TRAVEL (CPT) - - -- i TRAVEL DISTANCE (TD) - -- 1 HR - -- 1 HOUR FIRE RATING FIRE EXTINGUISHER CABINET FEC 1 HOUR FIRE RATED SPRINKLER CHASE �T N 7o21a Py �9rFOFt�`� 07/2$/2017 C 7 N 6' Z O Z LL W V a j Z 3 O Z N LU N tz co a n = N Z w y o K J V w ¢ o ¢ Zw 3 �o�5m3 m x o� H N Mge N N ma t9NON� V 7 N Z Z Z 0 Z W W V j Z V- O Z U LU N tz co a n = N U. w K J lti Q 0 0 Q 3 Z W � N m< < rO 0 Z @ Z u V 0 Y d OV a a = 3 Um o o v m 1 7 N Z Z W ,� Zx 0 Z W W V j Z OC H m w m Lu U LU N J > W a a Ma U. w H O Z 9 w 0 Z GI AB LIFE SAFTEY PLANS AS SPECIFIED I WALL MOUNTED I FIRE EXTINGUISHER I RECESSED FIRE MARKERBOARD I TACKBOARD FIRE EXTINGUISHER CABINET VALVE CABINET QK Z � H ( rc x� a x a xx QWa�O QWOWd wO " Q S' x w% GENERAL NOTES 1. EXISTING BOUNDARY, TOPOGRAPHICAL AND UTILITY INFORMATION PROVIDED FROM SURVEY AND RECORD DRAWINGS PROVIDED BY THE CLIENT. CLICK ENGINEERING INC. MAKES NO WARRANTY TO THE ACCURACY OF THIS INFORMATION. 2. THE CONTRACTOR SHALL REFER TO THE GEOTECHNCAL ENGINEERING REPORT FROM ALPHA TESTING DATED MARCH 30, 2017. FOR ALL SOIL COMPACTION, PAVING, SUB -GRADE PREPARATION AND FILL MATERIAL REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING INFORMATION, AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CONTACT TEXAS811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION, FOR UTILITY NOTIFICATION AND LOCATE SERVICES. TEXAS 811 CAN BE CONTACTED BY DIALING 811 WITHIN THE STATE OF TEXAS, OR ONLINE AT WWW.TEXAS811.ORG. 5. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE CITY CONSTRUCTION PERMITS AND APPROVALS, AND COORDINATE REQUIRED INSPECTIONS WITH THE CITY. 6. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THESE PLANS AND CITY STANDARDS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY ENGINEER TO OBTAIN CLARIFICATION PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND SHALL BE SOLELY RESPONSIBLE FOR REPAIR AND /OR REPLACEMENT FOR DAMAGE OF EXISTING IMPROVEMENTS DURING CONSTRUCTION ACTIVITIES. 9. THE CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS, VALVE BOXES, AND OTHER APPURTENANCES TO MATCH PROPOSED GRADE. 10. THE CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES FOR ALL UTILITY RELOCATIONS /ADJUSTMENTS. 11. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS, CONTAMINATED AND UNUSABLE MATERIALS AT THEIR COST. THE CONTRACTOR SHALL DISPOSE OF THESE MATERIALS IN ACCORDANCE WITH ALL CITY, STATE AND FEDERAL REGULATIONS. 12. THE CONTRACTOR SHALL NOT ALLOW WATER IN TRENCHES DURING CONSTRUCTION AND SHALL NOT LEAVE TRENCHES OPEN FOR MORE THAN 24 HOURS. IF TRENCHES ARE LEFT OPEN OVER NIGHT THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT PUBLIC SAFETY. 13. PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT THE ELEVATION AT FINISHED SURFACE. THE CONTRACTOR SHALL REFER TO SPOT ELEVATIONS FOR ACTUAL ELEVATIONS, AS CONTOURS ARE BASED ON THE INTERPOLATION OF THE SPOT ELEVATIONS AND ARE INTENDED FOR VISUAL CLARIFICATION. 14. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS -SLOPE OF 1:50 (2.0 %) AND A MAXIMUM LONGITUDINAL SLOPE OF 1:20 (5.0 %). IF DISCREPANCIES ARE FOUND THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 15. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM SLOPE OF 1:12 (8.33 %). IF RAMPS HAVE MORE THE 6" OF VERTICAL RISE, A HAND RAIL SHALL BE INSTALLED IN ACCORDANCE WITH ADA AND TAS REQUIREMENTS. IN NO CASE SHALL A RAMP HAVE A VERTICAL RISE OF MORE THAN 30" WITHOUT A FLAT LANDING AREA. IF DISCREPANCIES ARE FOUND THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 16. ALL LANDSCAPING AREAS SHALL HAVE A MAXIMUM SLOPE OF 4:1, UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION, IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT A TRENCH SAFETY PLAN SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF TEXAS. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYING RELATED TO CONSTRUCTION ACTIVITIES, AND SHALL STAKE LOCATIONS AND ELEVATIONS OF ALL PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS, PRIOR TO COMMENCEMENT OF WORK. 19. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST ON THE CONSTRUCTION SITE. THE CONTRACTOR SHALL CONTROL DUST BY MEANS OF SPRINKLING WATER, OR OTHER MEANS AS APPROVED BY THE CITY AND THE ENGINEER. 20. THE CONTRACTOR SHALL MAINTAIN ADEQUATE POSITIVE DRAINAGE DURING ALL PHASES OF CONSTRUCTION; CONTROL EROSION AND SILTATION; AND SHALL PERFORM CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL FEDERAL, STATE AND LOCAL REGULATIONS FOR EROSION CONTROL AND PROTECTION. 21. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 22. THE CONTRACTOR SHALL SUBMIT A PAVEMENT JOINT LAYOUT PLAN TO THE ENGINEER, FOR APPROVAL, PRIOR TO PAVING CONSTRUCTION ACTIVITIES. ALL PAVING JOINTS SHALL EXTEND THROUGH THE CURB. 23. THE CONTRACTOR SHALL PLACE ALL CONDUIT SLEEVES, INCLUDING ELECTRICAL AND IRRIGATION, UNDER PAVING PRIOR TO PAVING CONSTRUCTION ACTIVITIES. 24. ALL MATERIALS TESTING RESULTS MUST CONFORM TO THE SPECIFICATIONS /RECOMMENDATIONS DESCRIBED IN THE PLANS, CITY STANDARDS AND /OR GEOTECHNICAL REPORT. IF THE MATERIALS TESTING RESULTS DO NOT CONFORM TO THE SPECIFICATIONS/ RECOMMENDATIONS, THE MATERIALS MUST BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. 25. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS ON -SITE AND SHOW ANY UPDATES /REVISIONS TO THOSE PLANS. A COPY OF THESE PLANS SHALL BE CERTIFIED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER FOR THE PREPERATION OF FINAL AS- BUILTS. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS EMPLOYEES, AGENTS, REPRESENTATIVES, SUB - CONTRACTORS AND PUBLIC SAFETY DURING ALL PHASES OF CONSTRUCTION. GENERAL NOTES FOR PAVING 1. ALL PAVING CONSTRUCTION, TESTING, AND MATERIALS, INCLUDING CONCRETE, REINFORCEMENT, JOINTING, AND SUBGRADE PREPARATION AND TREATMENT SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. ABSOLUTELY NO EARTHWORK, LIME APPLICATION, OR OTHER PREPARATION OF THE SUBGRADE FOR PAVING OF STREETS, ALLEYS, OR FIRE LANES SHALL BE INITIATED WITHOUT AUTHORIZATION FROM THE CITY WITHIN THE CITY RIGHTS -OF -WAY. THE CITY WILL AUTHORIZE THE SUBGRADE WORK IN PREPARATION FOR PAVING AFTER UTILITY TRENCH BACKFILL TESTING HAS BEEN COMPLETED AND VERIFIED TO MEET THE CITY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PEDESTRIAN WORK MEETS OR EXCEEDS THE CURRENT AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES ( ADAAG) AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE CONTRACTOR SHALL REMOVE AND REPLACE ANY CONSTRUCTED OR INSTALLED ITEMS NOT MEETING THE CURRENT ADAAG AND TAS REQUIREMENTS AT NO ADDITIONAL COST TO THE CITY. BENCHMARK REFERENCE: 1. CITY OF FARMERS BRANCH MONUMENT #17 N: 7,023,656.75 E: 2, 475, 271.48 ELEVATION: 608.94 2. BEARINGS ARE BASED ON SOUTH LINE (N 89 °20'10" E) OF DCCCD BROOKHAVEN COLLEGE ADDITION, RECORDED IN INSTRUMENT NO. 200900266486, OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS. *: :* MATTHEW A. CAIN ..... i -o : 9 iii°• ONAL U Z z O m °N LL Z H W a O 3 } � N Zr Q J W J U) 0 0 V z Z �* o w ON U � � w L _ z WV "'oa Z� ao�N3 Of - OV N ,,) wad z W J r m Q M © N > N D Q N r tY M fn 0 d *: :* MATTHEW A. CAIN ..... i -o : 9 iii°• ONAL u U Z z Wr U m °N ry Z W Q O W } � N Zr Q J W w U) 0 r C) V z J LO Q LL O w c~n X o z H co Z_ O W N Lr) ~ ('D Q00 � Of U `N 00 W z W J r U) Q U N D Q N W tY M fn 0 d 'id O J N � .J H U w u U Z o Wr U m °N Q pa Z 00 '1 Q O � } � W N Q J W w Lu Nz_j �Q W MJo O p LL Q � W tY O J N � z } H U w m m W p Z >-� Z w 0� w �O OwUQ W HQW O�_ UmZ0 DU mZ W H m � Lu a Q pa Z W ~ Z O W N c `� a > 0 Lu X W W �vOa > cn OC�Z LL a Lu Nz_j W MJo r � 14% %040 i` so 1� W H Z O W tY O Z 0001 GENERAL NOTES I II I� r b' Z I /I I I I II �I II �I II 4 STAIR RISERS NEW STAIRS WITH RAILING ® 8 H NEW WALL I AND GATE IF I SECURITY WALL (PHASE A) � I , I f 1 - - - -- I I I FFE= 587.50 I FFE= 587.50 NEW STAIR /�/� WITH RAILING 0 I 8.00' IF II ^I 1 STAIR RISER 2 STAIR RISERS NEW STAIRS DETAIL CIVIL SITE PLAN NOTES 1. ALL DIMENSIONS ARE TO PROPERTY LINE, EASEMENT LINE, BUILDING FACE, FACE OF WALL, OR FACE OF CURB UNLESS NOTED OTHERWISE. 2. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 3. THE CONTRACTOR SHALL INSTALL LONGITUDINAL BUTT JOINT AT ALL LOCATIONS THAT PROPOSED CONCRETE PAVING MEETS EXISTING. 4. THE CONTRACTOR SHALL DOWEL INTO THE EXISTING OR PROPOSED FOUNDATION AT ALL SIDEWALKS AND DRIVEWAY CONNECTIONS ADJACENT TO DOORWAYS. DOWEL SHALL BE #4 REBAR AT 12" SPACINGS AND BE EMBEDDED A MINIMUM OF 6`_ 5. THE CONTRACTOR SHALL CONSTRUCT SAWED CONTROL JOINTS AT A MAXIMUM 12' INTERVAL AND EXPANSION JOINTS AT A MAXIMUM 20' INTERVAL FOR ALL CONCRETE PAVING Scale: 1:10 o —o CONCRETE PAVEMENT I 32.38' rr I J - - - - - -- -SWAT BUILDING - - -- REFER TO ARCH. PLANS LEGEND FL 'd FH KEY NOTES 0 O (D G) PROJECT SUMMARY GROSS LOT AREA: SITE ADDRESS: SWAT EXPANSION b 3330 SF ® - _ FFE -5855 1 - ,C1.CIE —L FFE -58]50 DRY SUMP FOR FFE -58250 CONDENSATE LINE REFER TO ARCHITECTURAL PLANS F I / NEW WALL J AND GATE EXISTING BUILDING 3723 VALLEYVIEW LANE 24' C Ll —z� O � \ RELOCATED LIGHT POLE \ \ \ EXISTING PARKING LOT \ 24 �\ 21 \ \ \\ i,? \ � EX. WATER TANK \ \ FARMERS BRANCH, TX \ / \ / \ / \ SECURITY WALL \\ /� (PHASE A) L EY VIEW_ LW Scale: 1:10 BOUNDARY / PROPERTY LINE EASEMENT LINE EXISTING FIRE LANE EXISTING FIRE HYDRANT 6 HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK NEW GATE AND FENCE (REFER TO ARCH. PLANS) CONCRETE SIDEWALK CONCRETE CURB STAIRS WITH RAILING 6.854 ACRES 3723 VALLEYVIEW LN, FARMERS BRANCH, TEXAS o GRAPHIC SCALE o (IN FEET) 1 INCH = 30 FEET VICINITY MAP (NOT TO SCALE) I 0 m C Z O C m LL 2 Q Lu o N Z N Z � J W Z rN 0 u s h x LL Z LU ztz >ot5m3 Y Z O N Inr� O U) I? Ix e, ma r5a °3 yoF 0 m Z W � C m U 2 Lu Lu o W Z N Z � J W V J N LL Z LU O Z Y Z O N Inr� C7 w U H ZWg` M5o w U W C� <Y N o d C� u m = W � C m U 2 Lu CC-04 o H mQ0 Z 3 v W N cn Cn � J W = j O K �a R F- M W J z O D a g %ofd W V H c, �� a W � <Y N o d OZ O F- U 2 OW W Y mo m LU Ox Z Z W Y d m M Lu EL OKUQ �_ U Wz W H O m = W � U Z Z 2 a0a H mQ0 Z 3 v W N cn Cn � } W j v~i �W L L J Z M W J z LLLLaw MJD %ofd W V I c, W W H O z O D) w W <Y O Z ti 001 CIVIL SITE PLAN PM om D V J r Z i i i ill i i� 0 / 4j,", J — — - - ------ I SECURITY WALL (PHASE A) PROTECT IN PLACE EX. FULL DEPTH SAWCUT STRUCTURES AND EQUIPMENT EX. LP TO REMAIN —54.18 ---- - - - - -- (TYP) ------- - - - - -- 0- 0- 0— �0- 0- 0- 0 -0 -0 —I REMOVE EXISTING BOLLARDS EXISTING CONDITIONS AND DEMOLITION PLAN ITIES VITIES LEGEND ---------- REMOVE EXISTING FENCE /WALL EXISTING CARD READER O ON PEDESTAL TO BE RELOCATED. REFER TO SECURITY DRAWINGS lv 0 00 0 00 0 EXISTING WALL TO REMAIN - FULL DEPTH SAWCUT REMOVE EXISTING FENCE /WALL 00- r REMOVE EXISTING STAIRS EXISTING BUILDING 3723 VALLEYVIEW LANE FARMERS BRANCH. TX REMOVE 5247 SF OF CONCRETE PAVEMENT r1 i i r1 N (REFER TO GRADING PLAN) ---- - - - - -, — — — — -- x�c RELOCATE EX. LIGHT POLE 5 — - - - -- REMOVE EXISTING FENCE WALL / CONTRACTOR SHALL VERIFY EXISTANCE OF UNDERGROUND UTILITIES \ PRIOR TO ANY CONSTRUCTION ACTIVITIES 17 0 a \ EXISTING IDEWALK TO REMAIN / \ 44.77' f O O EXISTING PARKING LOT \ \ TO REMAIN i i i i 0 - - -- - - -- ----- - - - - -- 24 \ � EX. WATER TANK \ \ SECURITY WALL (PHASE A) \ / VIE w�ALE , GRAPHIC SCALE 30 0 30 60 (IN FEET) 1 INCH = 30 FEET NOTES Scale: 1:10 — — BOUNDARY / PROPERTY LINE EASEMENT LINE 1. THE CONTRACTOR SHALL REPAIR AND /OR REPLACE ANY DAMAGED EXISTING IMPROVEMENTS THAT ARE TO REMAIN. REMOVE /REPLACE EX. CONCRETE 2. THE CONTRACTOR SHALL MAINTAIN A CLEAN SITE AND REMOVE ANY PAVEMENT DEBRIS CAUSED BY CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. FULL DEPTH SAWCUT X X REMOVE EXISTING CURB REMOVE EXISTING WALL /FENCE D U ti z Z_ O °m olf Lo 00 Co 4 o W C\1 } � N Z_ 0 11-- >w� J aw Co CD 0 Q J w ° u�� Z w _ Lu w tZ Q o z Z � w < 3= C6 m 0 N tri N j ix ED Q >> M cn N OF *: MATTHEW � ....................... I 0SSIONAL 7 /,ZS /,2017 0 U ti z Z_ W °m olf Lo 00 Co Q o W C\1 } � Cq Z_ Q 11-- >w� J aw Co CD 0 Q J LL LL Z Q Co o w tZ Q o z zowN (D W Q Q 00 U U r- U) Co N vi co w J co z QT U N�QN w Oz Co Cn 0 tL f (id CJ i) cl I- U ti z CD W °m U Lo 00 Co Q o � C\1 } � W N Q 11-- >w� J aw Z 0 Q F- 0 % q%_ Awo Q H } 3: Q Q 2 I-- Co Of O _ O d Oz O m v W (D m W p Cr EE z z W d w O O � H Q UQ (If w _ � z z U Co zo o u Co w Q D m _ � Co a Z oa z a Z 0 W N N ''^^ a Lo W W O 11-- >w� J aw Z mw j M -jo U. 4% �� tx % q%_ Awo w w Q D z O W w O z C2.01 EX. CONDITIONS AND DEMO. PLAN /y I I t I � 1 \ \ \ i SILT FENCE INSTALLED WITH PHASE A AND SHALL MAINTAINED SF SECURITY GATE UNTIL THE SITE IS STABILIZED 2/C3.01B G (PHASE A) r-X- -X -X -X - X- X -X -X -X - X -X -X -X X- X -X -X- �J - - - - - - - - - - - - V> / -DEPTH SAWCUT . - OtME 584 10tME - - 58 2.50 584.62 584 - o- o- , I X i o- o- o- o- o -o�� 585.30 8530 v/ L 585.50 r 6` ( �� ---- - - - - -- 585.30 ylb/ - - - -- - --- I - - - -- �(V¢, -- - -Y^ -- NOTES 1, ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2. MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1% MIN PAVING GRADE IS 0.5 %. 3. ALL CURB HEIGHTS ARE S- INCHES UNLESS NOTED OTHERWISE.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 4. CONTRACTOR SHALL ADJUST EXISTING VALVES', MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 6. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AND ADJUST FINISHED ELEVATIONS ACCORDINGLY OR NOTIFY THE ENGINEER IN CASE OF ANY DISCREPANCIES. LEGEND GRADING PLAN J I \ ' 585.50 585.50 \ DEPTH SAWCUT 686.50 SWAT 585.40 EXPANSION \ �' 1(21BOL 3330 SF , % 586.00 FFE =585 5 �~ -I 586.45 585.50 NBOLI �- \ 53596 � 58550 se5zs �5g0> 587.30 58750 018 587.40 1 587.50 I \ III 687 58735 L� f� 1 .00 I 68]AO 587.50 587.30 FFE5ST50 58700 I I 'Q \� y \ I I EX. WATER TANK 58].35 (� L NEW WALL A ( \ V I AND GATE 587.05 588.10xME \587.50 587,50 �- 58].95 \ ) \ 58].95 588.00 ME 584.10 ±M E / / J / 585.30 i i 585.40 GRAPHIC SCALE 30 o 10 60 (IN FEET) 1 INCH = 30 FEET 582.50 - - 584.62 585 -'- 585.30- 584.70 ±M E � 85.30 , % \\ 585.50 / - - - - - - - - - - - - - - - - - -- ----- ,g / - - - -- EXISTING BUILDING \ Q \ 3723 VALLEYVIEW LANE TP J \ 586.00 b FARMERS BRANCH, TX Imo\ 1 / �5a /\ �� SECURITY WALL (PHASE A) C 586.45 v � L ) o, \ ' �' 586.90 586 Fes, Lhl 587.30 ( 587.40 587.00 � Z / 587.30 Scale: 1:10 EROSION CONTROL GENERAL NOTES 1. STORE ALL TRASH AND WASTE MATERIALS IN COVERED BINS OR OTHER ENCLOSURES UNTIL PROPER DISPOSAL AT OFF -SITE FACILITIES. TRASH AND WASTE SHALL BE REMOVED FROMTHE SITE AT REGULAR INTERVALS TO PREVENT OVERFLOW OF THE CONTAINERS. 2. HAZARDOUS MATERIALS SHALL BE STORED IN CLOSED CONTAINERS, AND THE CONTAINERS SHALL BE PLACED IN A SHELTER THAT PREVENTS CONTACT WITH RAINFALL AND RUNOFF. THE AMOUNT OF HAZARDOUS MATERIALS STORED ON -SITE SHALL BE MINIMIZED AND LIMITED TO THE MATERIALS NECESSARY FOR THE CURRENT PHASE OF CONSTRUCTION. HAZARDOUS MATERIAL STORAGE SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. 3. STOCKPILES OF SOIL, SAND, AND OTHER MATERIAL THAT CAN BE TRANSPORTED BY STORM WATER SHALL BE CONTAINED WITHIN SEDIMENT CONTROLS OR COVERED WITH SECURED TARPS. 4. THE CONTRACTOR SHALL DESIGNATE AN AREA TO BE USED FOR CONCRETE WASH WATER. A PIT LARGE ENOUGH TO CONTAIN THE WASH WATER WITHOUT OVERFLOWING SHALL BE EXCAVATED. IF CONCRETE PLACEMENT WILL OCCUR OVER A PERIOD OF TIME GREATER THAN A WEEK, A SIGN DESIGNATING THE AREA AS THE CONCRETE WASHOUT AREA SHALL BE POSTED IN A LOCATION VISIBLE FROM THE STREET. 5. SLURRY FROM CONCRETE SAWCUTTING SHALL BE VACUUMED OR RECOVERED BY OTHER MEANS FOR PROPER DISPOSAL. IF A CURB INLET IS NEAR THE PAVEMENT TO BE CUT, THE INLET SHALL BE BLOCKED NTH SANDBAGS DURING SAWCUTTING TO PREVENT SLURRY FROM ENTERING THE STORM DRAIN. 6. APPLICATION OF LIME OR OTHER CHEMICAL STABILIZERS SHALL BE LIMITED TO THE AMOUNT THAT CAN BE MIXED AND COMPACTED BY THE END OF EACH WORKING DAY. STABILIZER SHALL BE APPLIED AT RATES THAT RESULT IN NO RUNOFF FROM THE SITE. STABILIZATION SHALL BE DELAYED IF RAIN IS FORECAST FOR THE WORKING DAY. NO TRAFFIC OTHER THAN WATER TRUCKS AND MIXING EQUIPMENT SHALL PASS OVER THE SPREAD STABILIZER UNTIL AFTER MIXING IS COMPLETED. 7. SANITARY FACILITIES SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF FARMERS BRANCH CONSTRUCTION ORDINANCE AND BE PLACED AWAY FROM GUTTERS, INLETS, SWALES, AND OTHER DRAINAGE WAYS. THE LOCATION OF THE SANITARY FACILITY SHALL BE NOTED ON THIS SHEET BY THE CONTRACTOR. 8. SUPER - CHLORINATED WATER FROM WATER LINE DISINFECTION SHALL NOT BE ALLOWED TO ENTER THE STORM DRAINAGE SYSTEM. 587.35 587.40 588.10 ±ME NEW WALL AND GATE 587.50 587.95 585.50 SWAT EXPANSION 3330 SF FFE 585.3 585.50 585.50 587.50 587.50 587.50 FFE= 587.�O 587.50/ NEW SWAT BUILDING DETAIL 585.50 id 586.25 - DRY SUMP FOR CONDENSATE LINE REFER TO ARCHITECTURAL PLANS 587.00 ( 587.05 587.50 I \ 587.95 588.00 ME \® Scale: 1:10 BOUNDARY / PROPERTY LINE K EASEMENT LINE O EXISTING FENCE LINE - -- _ - - - -- EXISTING CONTOUR (MAJOR INTERVAL) - - -- EXISTING CONTOUR (MINOR INTERVAL) 585,50 SPOT ELEVATION FF FINISH FLOOR ME MATCH EXISTING TO TOP OF CURB TP TOP OF PAVEMENT OR SIDEWALK >z Q $ -X -O SILT FENCE GRADING PLAN J I \ ' 585.50 585.50 \ DEPTH SAWCUT 686.50 SWAT 585.40 EXPANSION \ �' 1(21BOL 3330 SF , % 586.00 FFE =585 5 �~ -I 586.45 585.50 NBOLI �- \ 53596 � 58550 se5zs �5g0> 587.30 58750 018 587.40 1 587.50 I \ III 687 58735 L� f� 1 .00 I 68]AO 587.50 587.30 FFE5ST50 58700 I I 'Q \� y \ I I EX. WATER TANK 58].35 (� L NEW WALL A ( \ V I AND GATE 587.05 588.10xME \587.50 587,50 �- 58].95 \ ) \ 58].95 588.00 ME 584.10 ±M E / / J / 585.30 i i 585.40 GRAPHIC SCALE 30 o 10 60 (IN FEET) 1 INCH = 30 FEET 582.50 - - 584.62 585 -'- 585.30- 584.70 ±M E � 85.30 , % \\ 585.50 / - - - - - - - - - - - - - - - - - -- ----- ,g / - - - -- EXISTING BUILDING \ Q \ 3723 VALLEYVIEW LANE TP J \ 586.00 b FARMERS BRANCH, TX Imo\ 1 / �5a /\ �� SECURITY WALL (PHASE A) C 586.45 v � L ) o, \ ' �' 586.90 586 Fes, Lhl 587.30 ( 587.40 587.00 � Z / 587.30 Scale: 1:10 EROSION CONTROL GENERAL NOTES 1. STORE ALL TRASH AND WASTE MATERIALS IN COVERED BINS OR OTHER ENCLOSURES UNTIL PROPER DISPOSAL AT OFF -SITE FACILITIES. TRASH AND WASTE SHALL BE REMOVED FROMTHE SITE AT REGULAR INTERVALS TO PREVENT OVERFLOW OF THE CONTAINERS. 2. HAZARDOUS MATERIALS SHALL BE STORED IN CLOSED CONTAINERS, AND THE CONTAINERS SHALL BE PLACED IN A SHELTER THAT PREVENTS CONTACT WITH RAINFALL AND RUNOFF. THE AMOUNT OF HAZARDOUS MATERIALS STORED ON -SITE SHALL BE MINIMIZED AND LIMITED TO THE MATERIALS NECESSARY FOR THE CURRENT PHASE OF CONSTRUCTION. HAZARDOUS MATERIAL STORAGE SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. 3. STOCKPILES OF SOIL, SAND, AND OTHER MATERIAL THAT CAN BE TRANSPORTED BY STORM WATER SHALL BE CONTAINED WITHIN SEDIMENT CONTROLS OR COVERED WITH SECURED TARPS. 4. THE CONTRACTOR SHALL DESIGNATE AN AREA TO BE USED FOR CONCRETE WASH WATER. A PIT LARGE ENOUGH TO CONTAIN THE WASH WATER WITHOUT OVERFLOWING SHALL BE EXCAVATED. IF CONCRETE PLACEMENT WILL OCCUR OVER A PERIOD OF TIME GREATER THAN A WEEK, A SIGN DESIGNATING THE AREA AS THE CONCRETE WASHOUT AREA SHALL BE POSTED IN A LOCATION VISIBLE FROM THE STREET. 5. SLURRY FROM CONCRETE SAWCUTTING SHALL BE VACUUMED OR RECOVERED BY OTHER MEANS FOR PROPER DISPOSAL. IF A CURB INLET IS NEAR THE PAVEMENT TO BE CUT, THE INLET SHALL BE BLOCKED NTH SANDBAGS DURING SAWCUTTING TO PREVENT SLURRY FROM ENTERING THE STORM DRAIN. 6. APPLICATION OF LIME OR OTHER CHEMICAL STABILIZERS SHALL BE LIMITED TO THE AMOUNT THAT CAN BE MIXED AND COMPACTED BY THE END OF EACH WORKING DAY. STABILIZER SHALL BE APPLIED AT RATES THAT RESULT IN NO RUNOFF FROM THE SITE. STABILIZATION SHALL BE DELAYED IF RAIN IS FORECAST FOR THE WORKING DAY. NO TRAFFIC OTHER THAN WATER TRUCKS AND MIXING EQUIPMENT SHALL PASS OVER THE SPREAD STABILIZER UNTIL AFTER MIXING IS COMPLETED. 7. SANITARY FACILITIES SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF FARMERS BRANCH CONSTRUCTION ORDINANCE AND BE PLACED AWAY FROM GUTTERS, INLETS, SWALES, AND OTHER DRAINAGE WAYS. THE LOCATION OF THE SANITARY FACILITY SHALL BE NOTED ON THIS SHEET BY THE CONTRACTOR. 8. SUPER - CHLORINATED WATER FROM WATER LINE DISINFECTION SHALL NOT BE ALLOWED TO ENTER THE STORM DRAINAGE SYSTEM. 587.35 587.40 588.10 ±ME NEW WALL AND GATE 587.50 587.95 585.50 SWAT EXPANSION 3330 SF FFE 585.3 585.50 585.50 587.50 587.50 587.50 FFE= 587.�O 587.50/ NEW SWAT BUILDING DETAIL 585.50 id 586.25 - DRY SUMP FOR CONDENSATE LINE REFER TO ARCHITECTURAL PLANS 587.00 ( 587.05 587.50 I \ 587.95 588.00 ME \® Scale: 1:10 z rg Z K o° O Nm U v. U Q LI 3 QQ O N U N 0 > N N Q j O f >z Q $ J ,N 6 nN g L1J O o neV o¢ ZW > am3 W U 3x �g�3 o Mwoa Q U 10 Q M h O N t cj N ° o z rg Z Z o o° W N Nm U Of U W Q LI QQ O W U N N > N N Q j z = tJ Z J ,N 6 nN LL O L1J O o o g Z Y ZOwH� W U f/JN4l� N a Mwoa Q U Ir �Cl I cj N ° o o_ c� F r rg Z Z o o° W N Nm U U U U W Q QQ O O U N N� > > N N Q j j W = = o � �� F F- O o o g a F- � a a Ir �Cl I N ° o o_ Oz F F- = W > > C Co I ILE z z z L LU d d m ap F F � 2 = W U 0) Q zpa m Q O W N H Z 3 d U) = } n W Lu -I ~ /may U O > a 1 i J Z M W I CL W M _j LL a F.- '! W iI W H Q O Z O LU W O Z 3.01 GRADING PLAN W H Q O Z O LU W O Z 3.01 GRADING PLAN 3.01 GRADING PLAN 6" -3,500 PSI CONCRETE (28 —DAY COMPRESSIVE STRENGTH) #3 REBAR ® 18" O.C. I 1 d ° • 's 1 ° ° d 6" " T ° MINIMUM 6" OF COMPACTED LIME STABILIZED SUBRADE (REFER TO GEOTECH REPORT) HEAVY DUTY CONCRETE PAVING PAVING SECTIONS 4" -3,000 PSI CONCRETE #3 REBAR 0 18" O.C. d COMPACTED SUGRADE CONCRETE SIDEWALK SLOPE TO MATCH GRADE 6" R1 /41. R1/4" (TYP.) 3" � 1 " R2 1 46" 2" 3 6 12" + 6" 12#4 REBAR #(.) CONCRETE MONOLITHIC CURB CONCRETE CURB NOT TO SCALE 5' MAX SPACING BETWEEN POSTS X (12" MIN.) 1 1/12" SCHEDULE 80 GA VANIZED OR PAINTED STEEL PIPE 12" i MIN. f 1/2"1 1/3 Y l i Y 1/3 Y X 6" MAX • a • 6" e COMPACTED SUBGRADE X = 12" (11" MIN.) Y = 34" MIN, 38" MAX �T 1 \LUI••11\ V"' LT V.V. 3,500 PSI CONCRETE TYP.) 2 1/4" 2 r O 1 /4" 3/8" X 1" BAR 1 13/16" BOLT HOLES 4 1/2" 1 '� �� 3/8" GALVANIZED STEEL PLATE ANCHOR PLATE CONCRETE STAIR AND RAILING NOTES 1. CONCRETE SHALL HAVE A 3,500 PSI STRENGTH AT 28 —DAYS. 2. ALL REINFORCING STEEL SHALL BE GRADE 60 STEEL. 3. ALL REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 2' -6 ". 4. ALL REINFORCING STEEL SHALL HAVE A MINIMUM OF THREE INCHES OF CONCRETE EMBEDMENT. 5. ALL RAILING CONNECTIONS SHALL BE WELDED. 6. RAILING SHALL BE WELDED OR BOLTED TO ANCHOR PLATE. 7. ANCHOR BOLTS SHALL BE 5/8" AND SHALL BE EMBEDDED IN CONCRETE A MINIMUM OF 5 ". EXTERIOR CONCRETE STAIRS AND RAILING NOT TO SCALE NOT TO SCALE VERTICAL SAW —CUT (1/8" TO 3/16" WIDE) FILL WITH JOINT SEALING COMPOUND �T /2 T T — — — T/4 (1 1/2" MIN.) CONTRACTION /DUMMY JOINT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT FORMED GROVE ROUNDED TO 1/4" RADIUS. FILL WITH JOINT SEALING COMPOUND. T/2 ° ° T — I _f .:4: j 1 ° ° d DRILL AND EPDXY f 1/4" r T/4 (1 1/2" MIN.) r 30" X #3 REBAR 0 18" O.C. CENTERED ON JOINT SAWED CONSTRUCTION /BUTT JOINT CONCRETE PAVEMENT JOINTS (PRIVATE IMPROVEMENTS ONLY) FILTER FABRIC FLOW TRENCH 6" DEEP— AND 6" WIDE STEEL OR WOOD POST 30" X #4 SMOOTH DOWEL AT 18" O.C. 15" GREASED DOWEL FORMED GROVE ROUNDED — 3/4" TO 1/4" RADIUS. FILL WITH JOINT SEALING COMPOUND. �T /2 i FIRST POUR SECOND POUR DOWEL SUPPORT 3/4" EXPANSION JOINT FILLER 3" EXPANSION JOINT FORMED GROVE ROUNDED TO 1/4" RADIUS. f 1/4" FILL WITH JOINT SEALING COMPOUND. T/2 T/4 (1 1/2" MIN.) FIRST POUR SECOND POUR LAP BARS 40 DIA. AND TIE. CONSTRUCTION JOINT FILTER FABRIC MIN. HEIGHT 24" ABOVE EXISTING GROUND LEVEL HOG WIRE WITH MAXIMUM 6" X 6" OPENINGS, IF REQUIRED COMPACTED EARTH OR ROCK BACKFILL 12" MIN. BELOW GRADE COMPACTED EARTH EXTENSION OF FABRIC INTO TRENCH OR ROCK BACKFILL CROSS SECTION SILT FENCE DETAIL N.T.S. SILT FENCE I I PROPOSED RAILING TURN DOWN EDGE AT STAIRS TURN DOWN EDGE AT STAIRS O.C. MIN (TYP) NOT TO SCALE DOWEL SLEEVE TO FIT DOWEL AND BE SECURED 1 1/2" NOT TO SCALE STEEL OR WOOD POST MAX. 8' SPACING MIN. 1' BELOW GROUND LEVEL ISOMETRIC PLAN VIEW HOG WIRE IF REQUIRED I:T[�i�i7�I�l Scale: Not to Scale * * i MATTHEW A. CAIN / ....................... . 0 ����i�S��NAL 7 /,ZF/,Z017 C� U Z Z_ 0 N LL LO � _ 00, a o f` W ~ Vf Z D _ ~ J C) Mw_3 MJ� LL Z w O 0 N o = Lu W U Lu Z X N < 0 c� c� w LO Ou C4 V' Ln Lu U () N fn o0 Ed M � O N * * i MATTHEW A. CAIN / ....................... . 0 ����i�S��NAL 7 /,ZF/,Z017 C� U Z Z_ WC) N U LO � _ 00, Q o f` W ~ N Z Q _ ~ OCJZ IL C) Mw_3 MJ� LL I.L LL Z CL Qo 0 W > z0wC14 Lo c� w � Q w U () N fn o0 Ix zwJ4 Q N do U N Q w o J N OZ M (n 0 d I— U) H U Z o 0 WC) N U LO � _ 00, Q o f` ~ W N Q _ ~ OCJZ IL Mw_3 MJ� LL I.L 0 o Q > Q � w do � o J N OZ d F- U W 00 CO 0 w p � E Z z Y 0- �O 00 w H Qw U< 0�_ U �z Um?o 00 mZ w H 0 m V uj Q Q Za Z OZ m�0w N LO ~ w X W W �j > O _ ~ OCJZ IL Mw_3 MJ� LL I.L 'A > w w H 0 Z O (n > w O Z 4.01 DETAILS GENERAL STRUCTURAL NOTES 01- GENERAL 02- STRUCTURAL STEEL 04- PRE - ENGINEERED METAL BUILDING 07- CONCRETE 1. THIS PROJECT SHALL MEET ALL REQUIREMENTS OF THE 2015 INTERNATIONAL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMITY 1. THE SUPERSTRUCTURE OF THE BUILDING IS TO BE DESIGNED AND SUPPLIED BY 1. ALL CONCRETE AND METAL REINFORCEMENT SHALL BE FABRICATED AND BUILDING CODE AND THE CITY OF FARMERS BRANCH, TX. WITH THE REQUIREMENTS OF THE LATEST EDITION, AISC "MANUAL OF STEEL THE METAL BUILDING MANUFACTURER CONTRACTOR WHO SHALL BE RESPONSIBLE PLACED IN CONFORMITY WITH THE "ACI STANDARD BUILDING CODE Q CONSTRUCTION ". FOR COORDINATING THE REQUIREMENTS OF ANY ATTACHED OR EMBEDDED ITEMS. REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318 -11) 2. DESIGN LIVE LOADS: J ROOF= 20 PSF 2. THE MAIN FRAME IS TO BE A SIMPLE SYSTEM TYPE, WITH CONNECTIONS AS SHOWN 2. THE PRE - FABRICATED METAL BUILDING SHALL BE DESIGNED TO MEET THE NOTED 2. POURED IN PLACE CONCRETE SHALL STRICTLY ADHERE TO THE PROPORTIONS, ROOF SNOW LOAD FOR GROUND SNOW LOAD Pf= 5 PSI= ON AND NOTED ON THE DRAWINGS. UNLESS OTHERWISE SHOWN OR NOTED, CODE AND IN ADDITION TO ALL DESIGN LOADS (DEAD, LIVE, WIND, COLLATERAL, ESTABLISHED IN DESIGN MIXES, CONSISTING OF THE ACTUAL MATERIALS TO BE (NOTE: THIS SECTION ONLY REQUIRED IF Pf EXCEEDS 10 PSF. CONNECTIONS AT NON - CONTINUOUS JOINTS ARE TO BE DETAILED IN IMPACT AND EQUIPMENT), THE LATERAL DEFLECTION UNDER FULL IBC WIND USED DURING CONSTRUCTION, FOR THE SEVERAL STRENGTHS AND USES INTENDED. CONFORMANCE WITH THE 14TH EDITION, ,415C `MANUAL OF STEEL CONSTRUCTION ". LOADINGS (50 YEAR MEAN) SHALL NOT EXCEED THE BUILDING HEIGHT DIVIDED THESE DESIGN MIXES ARE TO BE PREPARED BY A PRE - QUALIFIED LABORATORY, 3.DE6IGN WIND LOADS CONNECTIONS SHALL BE DESIGNED FOR THE END REACTION OF BEAMS AS BY 400 (H/400). THE BUILDING COLLATERAL LOAD SHALL BE MINIMUM OF 8 AND THE MATERIALS AND TEST RESULTS ARE TO BE REVIEWED BY THE ENGINEER RISK CATEGORY: (III) BASIC WIND SPEED - 120 MPH TABULATED IN PART 3 (ASD) OR AS SHOWN ON DETAILS OR NOTED ON PLANS. PSF. ADDITIONALLY, METAL BUILDING COMPONENTS SUPPORTING EXTERIOR AND OWNER'S LAB REPRESENTATIVE PRIOR TO USE. Iw = 1.0 FIELD CONNECTIONS AT NON - CONTINUOUS JOINTS ARE TO BE BOLTED OR BRICK, OR STUDS SUPPORTING BRICK, (GIRTS, COLUMNS, ETC.) SHALL BE WIND EXPOSURE C WELDED, SHOP CONNECTIONS TO BE WELDED OR BOLTED. DESIGNED SUCH THAT DEFLECTIONS DO NOT EXCEED THE SPAN LENGTH DIVIDED 3.POURED IN PLACE CONCRETE IS TO BE NORMAL WEIGHT AND IS TO DEVELOP APPLICABLE INTERNAL COEFFICIENT (CzCpi): INCLUDED O BY 600 (L /600 OR 0.3" MAXIMUM). ALL BRACING FOR INTERIOR WALLS SHALL COMPRESSIVE STRENGTH F'G AT 28 DAYS PER GLASS OF CONCRETE SCHEDULE. MWFRS (MAIN WIND FORGE RESISTING SYSTEM): PER ,ASCE -1 -10 3-EXCEPT AS SHOWN OR NOTED, ALL STRUCTURAL SHAPES ARE TO BE ASTM A -992, BE DESIGNED FOR THE DEFLECTION CRITERIA BASED ON A HORIZONTAL LOAD � COMPONENTS AND CLADDING: GRADE 50 MATERIAL. TUBE STEEL TO BE Fy = 46 <61, ASTM 4500, GRADE B. OF 5 PSF. TOTAL LOAD DEFLECTION FOR STEEL MEMBERS AND /OR LIGHT 4. UNLESS OTHERWISE NOTED, METAL REINFORCEMENT FOR POURED IN PLACE. EXTERIOR WALLS STRUCTURAL PLATES AND MISCELLANEOUS STEEL SHALL BE ASTM A36 MATERIAL. GAGE MEMBERS SHALL NOT EXCEED L /lam. CONCRETE IS TO BE ASTM A -615, GRADE 60. WELDED WIRE FABRIC SHALL WITHIN 4 FEET OF CORNER 32 PSF ALL WELDS TO BE A MINIMUM OF 3116" FILLET CONTINUOUS WELDS UNLESS NOTED CONFORM TO ASTM A -185. (GRADE 15 FOR COLUMN BARS #7 AND LARGER) AWAY FROM CORNER 23 PSF OTHERWISE. 3.DESIGN CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE ROOF STATE OF TEXAS. 5.VERIFY THE PRESENCE, LOCATION, SIZES AND CORRECTNESS OF ALL OPENINGS, NET UPLIFT 15 PSF UNLESS NOTED OTHERWISE 4.WELDS SHALL BE MADE ONLY BY PRE - QUALIFIED WELDERS PER AWS D1.1 SLAB DEPRESSIONS AND EMBEDMENTS REQUIRED PRIOR TO CONCRETING. NO NET UPLIFT 25 PSF AT CANOPY CERTIFIED WITHIN THE LAST 12 MONTHS, ALL WELDS SHALL BE MADE USING E -10 4.PIN CONNECTION COLUMN BASES HAVE BEEN ASSUMED IN THE FOUNDATION OPENINGS SHALL BE PERMITTED THROUGH BEAMS OR COLUMNS UNLESS SHOWN ON ELECTRODES. DESIGN. NO BENDING MOMENTS FROM THE SUPER STRUCTURE WILL BE ALLOWED THE STRUCTURAL DRAWINGS OR REVIEWED BY THE STRUCTURAL ENGINEER. 4.FOUNDATIONS ARE DESIGNED TO MEET THE RECOMMENDATIONS CONTAINED IN A AT THE FOUNDATION EXCEPT AS NOTED BELOW. REPORT PREPARED FOR THIS PROJECT BY ALPHA TESTING INC. (REPORT NO. 5.ERECAION TOLERANCES SHALL CONFORM TO THE AISC CODE OF STANDARD 6. PROPER ACCESSORIES /SUPPORTS ARE TO BE USED AS NOTED AND REVIEWED (o1 -10440), DATED MARCH 30,201-T. PRACTICE EXCEPT THAT THE MAXIMUM TOTAL DISPLACEMENT AT THE 5.METAL BUILDING CONTRACTOR SHALL SUBMIT A LOG OF REACTIONS AT COLUMN ON THE SHOP DRAWINGS. ALL REINFORCING TO BE SECURELY AND ACCURATELY CENTERLINES OF ANY COLUMN FROM THE ESTABLISHED COLUMN CENTERLINES BASES TO BE USED IN CASE ANY RE- DESIGN OF THE FOUNDATION IS REQUIRED. HELD IN LOCATIONS SHOWN ON THE PLANS. 5.FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING VALUE OF 20,000 SHALL NOT EXCEED 1/2" INCH AT ANY LEVEL. FOUNDATION CONTRACTOR SHALL VERIFY COLUMN BASE LOCATIONS AND SIZES PSF IN SHALE, AT MINIMUM DEPTH OF 3 FEET BELOW EXISTING GRADE. WITH FINAL METAL BUILDING SHOP DRAWINGS PRIOR TO POURING FOUNDATION. 1CONSTRUCTION JOINTS OF ALL TYPES MAY BE USED ONLY WHERE SHOWN ON THE 6. DRILLED PIER SHAFT SIZES SHOWN ARE THE MINIMUM PER STRUCTURAL 6. A RECOGNIZED TESTING LABORATORY, REVIEWED BY THE STRUCTURAL FABRICATOR'S REVIEWED PLACING DRAWINGS. REQUIREMENTS. ENGINEER, SHALL BE ENGAGED FOR THE PURPOSE OF SHOP AND FIELD 6. LOCATIONS SHOWN FOR "X" BRACING (OR PORTAL FRAME) ARE ASSUMED AS INSPECTION. THE LABORATORY SHALL ASSURE THAT APPROVED WELDING THE ONLY LOCATIONS NEEDED. IF ADDITIONAL BRACING OR ALTERNATE S.PROVIDE CORNER BARS IN ALL GRADE BEAMS AND WALLS OF SAME SIZE AND -1. ALL FILL MATERIAL SHALL HAVE A MINIMUM PLASTICITY INDEX OF 5 AND A MATERIALS AND SEQUENCES ARE USED, AND SHALL CERTIFY IN WRITING THAT LOCATIONS ARE NEEDED, OBTAIN APPROVAL PRIOR TO FINAL SHOP DRAWING SPACING AS ADJACENT BARS, UNLESS OTHERWISE NOTED. MAXIMUM PLASTICITY INDEX OF 15 WITH A LIQUID LIMIT OF 30 OR LESS, AND SHALL THE QUALITY AND STRENGTH REQUIREMENTS OF ALL CONNECTIONS HAVE BEEN SUBMITTAL. BE COMPACTED TO A MINIMUM DENSITY OF 13 i% OF ASTM D698 (STANDARD ATTAINED AND THAT ALL TOLERANCES ARE WITHIN SPECIFIED LIMITS. 9.PROVIDE STANDARD 90 DEGREE NOOKS ON ALL BARS AT BEAM ENDS. IF BEAM PROCTOR) AT ABOVE OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE NOTED. .ALL ADDITIONAL MEMBERS SHOWN THAT ARE CONNECTED TO THE DEPTH IS PROHIBITIVE, USE STANDARD 180 DEGREE HOOK. BRACE ALL WALLS AND GRADE BEAMS AS REQUIRED DURING COMPACTION -1. PROVIDE BOLTS AND PUNCH HOLES IN STRUCTURAL AND MISCELLANEOUS METAL PRE - FABRICATED METAL BUILDING SYSTEM SHALL BE SUPPLIED BY THE METAL OPERATION. FOR ATTACHMENTS OF WOOD NAILERS AS REQUIRED ON THE ARCHITECTURAL, BUILDING CONTRACTOR WHO SHALL COORDINATE ALL CONNECTIONS, LOADS, ETC. 10. BARS SCHEDULED AS CONTINUOUS SHALL BE SPLICED WITH A 'GLASS B LAP' MECHANICAL OR STRUCTURAL DRAWINGS. CONTRACTOR MAY SUBSTITUTE FRAMING FOR STANDARD SIZES SHOWN AS LONG AND SPLICED AS FOLLOWS: TOP BARS AT CENTERLINE OF ANY SPAN. BOTTOM S.GRADE BEAM DEPTHS SHALL BE INCREASED, IF NECESSARY BY FIELD CHANGE, AS TOTAL STRENGTH IS MAINTAINED. BARS OVER ANY SUPPORT. TO EXTEND A MINIMUM OF 24" BELOW FINISH GRADE/FRHST LINE. S.STRUCTURAL AND MISCELLANEOUS METAL IS TO BE CLEANED PRIOR TO SHOP PAINTING AND SHIPMENT IN ACCORD WITH THE STRUCTURAL STEEL PAINTING S.PRE- FABRICATED METAL BUILDING CONTRACTOR SHALL VERIFY MECHANICAL 11. UNLESS OTHERWISE SHOWN, ALL SLABS AND STEPS ON FILL SHALL BE 9.ALL GRADE BEAMS AND WALLS SHALL BE SUPPORTED ON X" CARTON FORMS COUNCIL REQUIREMENTS FOR THE FOLLOWING GRADE: POWER TOOL. UNIT WEIGHTS AND SIZED WITH MECHANICAL CONTRACTOR AND VERIFY ROOF # REINFORCED WITH 4 BARS AT 18" CENTERS EACH WAY, SUPPORTED TWO INCHES COATED WITH PARAFFIN CONTAINING 10% POLYETHYLENE AND DESIGNED t0 MOUNTED EQUIPMENT PLATFORMS FOR SIZE AND LOCATION. FROM THE TOP OF SLAB, LAP 22" AT SPLICES. CARRY THE WET CONCRETE (SUREVOID OR EQUAL). PROVIDE PRECAST 9.FIREPROOF ALL STRUCTURAL STEEL TO MEET THE REQUIREMENTS OF THE CONCRETE PANEL OR SURE RETAINER BY MOTZBLOGK SOIL RETAINER ON EACH BUILDING CODE (SEE SPECIFICATIONS). 12.POUR SLABS ON GRADE IN SECTIONS NOT TO EXCEED 225 SF SEPARATED BY SIDE OF THE BEAM. ALL SLABS SHALL BE SUPPORTED ON 15 MIL. VAPOR KEYED OR DOWELED CONSTRUCTION CONTROL JOINTS OR SAWED JOINTS. NO BARRIER OVER PROTECTION BOARD ON X" CARTON FORMS DESIGNED TO CARRY BEAM BOTTOM REINFORCING THE WET CONCRETE (SUREVOID OR EQUAL). GRADE 10. ALL PIPING, LARGER THAN 4 ", PARALLEL TO JOISTS, SHALL BE HUNG FROM A DIMENSION IN EITHER DIRECTION IS LO EXCEED 15 - 0'. SHALL BE CHAIRED AT 5'-0" C/O MAXIMUM USING BEAM BOLSTERS PROVIDING 2" MINIMUM OF TWO JOISTS. SUPPORTS SHALL BE ATTACHED AT PANEL POINTS 05-MISCELLANEOUS SHALOM COVER TO REINFORCING STEEL. ONLY. 13. VERIFY DEPTHS OF PIERS BEFORE PIER STEEL IS CUT. PIER STEEL SHALL BE L CONTRACT DOCUMENTS DELIVERED t0 THE JOB SITE IN STANDARD 60' -0" LENGTHS AND CUT AS 10. SIDES OF ALL GRADE BEAMS SHALL BE FORMED WITH LUMBER, PLYWOOD OR 11. PROVIDE MINIMUM 1/4" CAP PLATE AT ENDS OF ALL TUBE STEEL MEMBERS, A. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL REQUIRED. CLASS 'B' LAPS WILL BE ALLOWED IN THE PIER STEEL. NO MORE STEEL. SEE SPECIFICATIONS. EARTH FORMING IS NOT ALLOWED. UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS THAN 50% OF BARS ARE t0 BE LAPPED IN ANY 5' -0" LENGTH OF THE PIER. TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL 11. EXPOSED FACES OF GRADE BEAMS SHALL BE RUBBED WITHIN 24 HOURS AFTER 12.ALL EXTERIOR EXPOSED STEEL SHALL BE GALVANIZED UNLESS NOTED AND /OR OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION POURING. SPECIFIED OTHERWISE. IN THE FIELD. B. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE 08-MASONRY 12.ALL PIERS SHALL BE CENTERED UNDER GRADE BEAMS AND COLUMNS UNLESS 13. SHELF ANGLES SHOWN AS CONTINUOUS IN THE SECTIONS SHALL BE FINISHED STRUCTURE AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT L ALL MASONRY TO HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH F'M OF OTHERWISE SHOWN. INSTALLED IN 20' -0" MAXIMUM LENGTHS, LEAVING A 1/4" GAP BETWEEN INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL ENDS AND AT CORNERS. LOCATE GAPS TO MATCH MASONRY CONTROL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR 1500 PSI AT THE AGE OF 28 DAYS_ 13. BASEMENT WALLS /SLAB SHALL BE WATERPROOFED. REFER TO ARCHITECTURAL JOINTS. AT BUILDING EXPANSION JOINT, LEAVE A GAP TO MATCH ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. AND SPECIFICATIONS. EXPANSION JOINT WIDTH. 2. DRAWING CONFLICTS 2. ALL CMU (CONCRETE MASONRY UNITS) TO HAVE A MINIMUM COMPRESSIVE 14. SHOP DRAWINGS: FOUR PRINTS OF EACH DRAWING ARE TO BE SUBMITTED TO THE 14. CONNECT MISCELLANEOUS STEEL MEMBERS USING FILLET WELDS THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRENGTH OF 2150 PSI OVER NET AREA. ASTM C90, GRADE N, TYPE 1, STRUCTURAL ENGINEER FOR REVIEW AT CONTRACTORS OPTION ONE (1) PRINT AND SUFFICIENT TO DEVELOP THE TENSILE STRENGTH OF THE SMALLER MEMBER STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH SET OF LIGHTWEIGHT AGGREGATE. A PDF FILE MAY BE SUBMITTED. DISTRIBUTION OF PRINTS IS TO BE MADE ONLY AT THE JOINT UNLESS SHOWN OTHERWISE. DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER FROM PRINTS BEARING A SIGNED REVIEW STAMP. NO WORK ON ITEMS SHOWN PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 3.MORTAR SHALL BE TYPE S. THEREON IS TO PROCEED UNLESS THE STAMP CLEARLY INDICATES `NO EXCEPTIONS TAKEN" OR "MAKE CORRECTIONS NOTED". GENERAL CONTRACTOR 15. GROUT BELOW STRUCTURAL STEEL BASE PLATES SHALL BE 3. EXISTING CONDITIONS 4.CON6TRUCTION TO COMPLY WITH ACI /ASCE 530. SHALL PRE -CHECK ALL SHOP DRAWINGS BEFORE SUBMISSION TO ENGINEER FOR NON- METALLIC, NON - SHRINK GROUT WITH A MINIMUM STRENGTH OF /x000 PSI THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF REVIEW. THE CONTRACTOR SHALL ALLOW THE ENGINEER TWO WEEKS FOR WHEN BEARING ON 3000 PSI CONCRETE OR LESS, A STRENGTH OF 8000 THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY DISCREPANCIES 5.CONTRACTOR t0 BE RESPONSIBLE FOR BRACING ALL MASONRY WALLS DURING REVIEWING THE SHOP DRAWINGS. REFER "SUBMITTALS" SECTION OF GENERAL PSI WHEN BEARING ON CONCRETE GREATER THAN 3000 PSI UNLESS NOTED FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND CONSTRUCTION AND UNTIL ENTIRE STRUCTURE IS COMPLETE. NOTES FOR ADDITIONAL INFORMATION. OTHERWISE. ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY MEMBERS. 6. MASONRY DESIGN IS BASED ON THE CRITERIA THAT INSPECTION IS REQUIRED. 15. STRUCTURAL DRAWINGS MAY NOT BE USED AS SHOP DRAWINGS. 4. RESPONSIBILITIES OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING INSPECTION SHALL COMPLY WITH SECTION 1704.5.2 AND TABLE 1 -104.5.1 OF IBC, 16. WHERE LINTELS ARE NOT OTHERWISE SHOWN OR SPECIFIED, LINTELS IN BRICK CONSTRUCTION ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE AND SECTION 1.15.3 AND TABLE 1.15.2 OF AGI /ASCE 530.02. 03- SUBMITTALS WALLS SHALL CONSIST OF 1 L 4x3 1/2x5/16 FOR EACH 4" THICKNESS OF BRICK, AND STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL .GROUT FOR BOND BEAMS AND GROUT FILLED GELLS SHALL MEET PROPORTION 1. SUBMITTAL LIST AND SCHEDULE LINTELS IN BLOCK WALLS SHALL CONSIST OF CONCRETE GROUT FILLED TROUGH FORGES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS REQUIREMENTS OF ASTM C4 -1(o AND SHALL HAVE A COMPRESSIVE STRENGTH OF BLOCK, NOT LESS THAN 8" HIGH REINFORCED WITH 2 - #5 BARS, ONE TOP AND ONE THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING 2000 PSI AT 28 DAYS. BOTTOM FOR EACH 4" THICKNESS OF THE BLOCK GREATER THAN 8 ". ALL LINTELS DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL SHALL BEAR 1" PER FOOT OF SPAN WITH A MINIMUM OF S ". OF ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE S.GROUT POURS SHALL NOT EXCEED 4 FEET IN HEIGHT EXCEPT WHERE CLEAN OUTS THE START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED AND REVISED AND LATERAL -LOAD RESISTING OR STABILITY- PROVIDING SYSTEM IS COMPLETELY 11. ALL SHELF ANGLES AND BOLTS TO BE GALVANIZED. ALL STEEL THAT IS KEPT CURRENT AS THE JOB PROGRESSES. THE SUBMITTAL LIST SHALL BE INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. ARE PROVIDED IN THE BOTTOM COURSE OF THE CELL TO BE FILLED. PERMANENTLY EXPOSED TO THE ELEMENTS, OR SOIL SHALL BE GALVANIZED 4S SHOWN ORGANIZED B . OR ELOW A. SHOP DRAWINGS 5. CONFLICTS IN STRUCTURAL REQUIREMENTS 9.VERTIGAL REINFORCING BARS SHALL BE ASTM A -615, GRADE 60 AND TO BE (G6O) OR TREATED WITH HIGH PERFORMANCE PAINT PER THE SPECIFICATIONS. B. MANUFACTURERS LITERATURE FOR PRODUCTS, ASSEMBLIES, AND HARDWARE WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL HELD IN PLACE UNTIL GROUT IS SET. PLACE IN CENTER OF WALL. REINFORCE CMU 18. PROVIDE A CONTINUOUS TROUGH BLOCK 8" x 8" MINIMUM, REINFORCED WITH 2 - #5 C. PRODUCTS, ASSEMBLIES AND HARDWARE CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND WALLS IN GROUTED CELLS AS FOLLOWS, UNLESS NOTED OTHERWISE ON DRAWINGS: BARS AT THE TOP OF ALL MASONRY WALLS, FILL WITH CONCRETE GROUT. D. PRODUCT CERTIFICATIONS, MILL CERTIFICATES, AND AFFIDAVITS SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, a S" CMU WALL #5 AT 48" O/C E. DESIGN CALCULATIONS SHALL GOVERN. 19. VERIFY THE SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL 10. STEEL LINTELS FOR OPENINGS GREATER THAN 6' -O" SHALL BE SHORED AT MID OPENINGS, AND VERIFY NO CONFLICT WITH STRUCTURAL ELEMENTS. CONSULT 2. SHOP DRAWINGS 6. THE STRUCTURAL ENGINEERS ROLE DURING CONSTRUCTION SPAN UNTIL THE SUPPORTED BRICK WALL HAS CURED. STRUCTURAL ENGINEER IF LOCATIONS OR WEIGHTS OF ROOF TOP UNITS OR OTHER A. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE MECHANICAL EQUIPMENT DIFFER FROM THOSE SHOWN ON PLAN. DRAWINGS FOR THE FOLLOWING ITEMS: RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR 11. PROVIDE A VERTICAL BAR, THAT MATCHES WALL VERTICAL REINFORCING SIZE, 1) ARCHITECTURAL PRECAST (* #) PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH ADJACENT TO ALL OPENINGS (DOORS, ETC), AT ENDS OF WALLS, AND ADJACENT 20.PROVIDE ALL CONCRETE PADS, TRAPS, BASINS, ETC., SHOWN ON MECHANICAL THE WORK OR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, TO ALL VERTICAL MASONRY CONTROL JOINTS. DRAWINGS WHERE INDICATED TO BE SUPPLIED BY GENERAL CONTRACTOR. 2) CONCRETE MIX DESIGN (0) OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR THE FAILURE OF 3) CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL FLOORS, WALLS, AND ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT 12.CONTROL JOINTS SHALL BE 2' -S" OR HALF THE DOOR WIDTH +/- WHICHEVER IS 21. VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH THE SLABS ON GRADE DOCUMENTS. GREATER FROM DOOR. VERTICAL CONTROL JOINTS SHALL BE LOCATED AT ARCHITECTURAL AND STRUCTURAL DRAWINGS AND EXISTING CONDITIONS. 4) ELEVATORS ( #) 25' -0" MAX. ON CENTER. CONTRACTOR IS TO NOTIFY ARCHITECT AND OBTAIN CLARIFICATION IN WRITING 5) EMBEDDED ITEMS (PLATES, ANGLES, BOLTS, ETC.) OR ITEMS ATTACHED PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF CLICK ENGINEERING PRIOR TO PROCEEDING. TO THE STRUCTURAL FRAME FOR BUILDING CLADDING ATTACHMENT OR IS SOLELY FOR THE PURPOSES OF BECOMING GENERALLY FAMILIAR WITH THE 13 FILL ALL GELLS BELOW GRADE WITH GROUT. FOR ATTACHMENT OF OTHER ITEMS. ( #) PROGRESS AND QUALITY OF THE WORK COMPLETED AND DETERMINING, IN 22. STACKS OF MATERIALS OR OTHER CONSTRUCTION LOADS PLACED ON THE 6) EXTERIOR WINDOW WALL SYSTEMS ( * #) GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN A MANNER 14'- REINFORCE CONCRETE MASONRY UNIT JOINTS WITH LADDER TYPE HOT DIP STRUCTURE SHALL NOT EXCEED THE STATED DESIGN LIVE LOAD FOR THE AREA 1) FORM WORK SNORING, BACK SNORING (*,#) INDICATING THAT THE WORK, WHEN FULLY COMPLETED, WILL BE IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION GALVANIZED COLD -DRAWN STEEL CONFORMING TO ANSI /ASTM Aa2, WITH AFFECTED UNLESS ADEQUATELY SHORE. D 8) LIGHT GAUGE METAL (GOLD FORMED STEEL) ( *) USED TO SUPPORT SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE W2.8 SIDE RODS WITH W2.a CROSS RODS. 23. WHERE DIMENSIONS ARE PROVIDED FOR OPENINGS, BLOCK OUTS, FLOOR EXTERIOR CLADDING OR AS LOAD BEARING MEMBERS QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO A. SPACE JOINT REINFORCING AT ]roll C /C, UNLESS NOTED OTHERWISE. DEPRESSIONS, CURBS, ETC. BUT MAY BE AFFECTED BY THE EQUIPMENT 9) MECHANICAL, ELECTRICAL, PLUMBING OPENINGS IN FLAT SLABS GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE B. LAP JOINT REINFORCING 14" AT SPLICES. , PURCHASED, THE CONTRACTOR SHALL VERIFY THE INFORMATION PROVIDED 10) MISCELLANEOUS STEEL CONTRACTOR. C. JOINT REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS PRIOR TO CONSTRUCTION, 11) PAN JOIST FORMS AND EXPANSION JOINTS. 12) PENETRATIONS IN BEAMS AND JOISTS D. PROVIDE PREFABRICATED JOINT REINFORCING CORNER PIECES AT 13) REINFORCING STEEL 06 -POST INSTALLED ANCHORS ALL WALL CORNERS AND INTERSECTIONS. 14) ROOF METAL DECK POST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE 150 STEEL STAIRS ( *) 16) STRUCTURAL STEEL SHOP DRAWINGS C *) DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF 1 -1) STRUCTURAL STEEL ERECTION AND BRACING DRAWINGS (*,#) RECORD PRIOR TO USING POST - INSTALLED ANCHORS FOR MISSING OR MISPLACED IS) SURVEY OF STRUCTURAL STEEL ERECTION ( *) CAST -IN -PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH 19) WINDOW WASHING ( #) EXISTING REBAR. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED IN STRICT 20)PRE- ENGINEERED WOOD TRUSSES C *) ACCORDANCE WITH THE MANUFACTURERS CURRENT PUBLISHED INSTALLATION 21) PRE -CAST HOLLOW GORE PLANKS C *) INSTRUCTIONS (MPII). INSTALLATION OF ADHESIVE ANCHORS EITHER HORIZONTALLY 22) PRE - ENGINEERED METAL BUILDING ( *) OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE 23) TILT WALL PANEL REINFORCING PERFORMED ONLY BY ACI -CRSI CERTIFIED ADHESIVE ANCHOR INSTALLERS. 24) TILT WALL PANEL EMBEDS 25) TILT WALL PANEL LIFTING INSERTS AND REINFORCING ( * #) SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THEN THOSE LISTED BELOW, SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE NOTES: PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOWING ( *) ITEMS MARKED THUS SHALL HAVE SHOP DRAWINGS SEALED BY A THAT THE SUBSTITUTED PRODUCTS WILL ACHIEVE AN EQUIVALENT CAPACITY. REGISTERED ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED UNLESS OTHERWISE NOTED ON THE PLANS, ANCHORS SHALL BE: PER THE PROJECT SPECIFICATIONS ( #) ITEMS MARKED THUS SHALL BE SUBMITTED TO ENGINEER FOR OWNERS 1. CONCRETE EXPANSION ANCHORS RECORD ONLY AND WILL NOT HAVE THE ENGINEERS SHOP DRAWINGS a.ALL CONCRETE EXPANSION ANCHORS SHALL MEET THE REQUIREMENTS OF STAMP AFFIXED ACI 318, APPENDIX D AND SHALL BE ACCEPTABLE FOR BOTH CRACKED (0) ITEMS MARKED THUS SHALL BE SUBMITTED TO THE OWNERS TESTING AND UNCR4CKED CONCRETE. AGENCY FOR THEIR REVIEW b. "STRONG- BOLT" BY SIMPSON STRONG -TIE Co. OF PLEASANTON, CA. B. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL c.HILTI KWIK BOLT III EXP. ANCHORS BY HILTI CORP. CONTRACTOR PRIOR TO SUBMITTAL d. HILTI UNDERCUT ANCHOR BY HILTI CORP. C. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIAL REQUIRED BY e.POWER -STUD + SD 1 BY POWERS FASTENERS THE CONTRACT DOGUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE f. POWER -STUD + SD 2 BY POWERS FASTENERS CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS, REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE BEEN 2. GROUTED MASONRY EXPANSION ANCHORS REVIEWED AND APPROVED a "WEDGE -ALL" BY SIMPSON STRONG -TIE CO. OF PLEASANTON, CA. b.KWIK BOLT III EXP. ANCHOR BY HILTI CORP. 3. MANUFACTURERS LITERATURE c.POWER -STUF + SD 1 BY POWERS FASTENERS SUBMIT MANUFACTURERS LITERATURE FOR ALL MATERIALS AND PRODUCTS USED 3.CONCRETE AND MASONRY SCREW ANCHORS IN CONSTRUCTION ON THE PROJECT a.ALL SCREW ANCHORS SHALL BE INSTALLED IN DRY INTERIOR 4. DESIGN CALCULATIONS NON - CORROSIVE ENVIRONMENTS OR FOR TEMPORARY OUTDOOR THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW DESIGN APPLICATIONS. CALCULATIONS SEALED BY A REGISTERED ENGINEER IN THE STATE WHERE THE b "TITEN HD" BY SIMPSON STRONG -TIE CO. OF PLEASANTON, GA. PROJECT IS LOCATED FOR THE FOLLOWING ITEMS: c.HUS -H SCREW ANCHOR BY HILTI CORP. A. STRUCTURAL STEEL CONNECTIONS d. WEDGE -BOLT BY POWERS FASTENERS B. STEEL STAIRS C. ARCHITECTURAL PRECAST ( #) 4.ADHE6IVE ANCHORS D. FORMWORK SHORING, BACKSHORING ( #) a.ADHESIVE ANCHORS SHALL CONSIST OF AN INSERT AND AN ADHESIVE E. LIGHT GAUGE METAL (COLD FORMED STEEL) USED TO SUPPORT EXTERIOR FORMULA SPECIFIED BY THE MANUFACTURER. INSERTS SHALL MEET THE CLADDING OR AS LOAD BEARING MEMBERS REQUIREMENTS OF ASTM A30 -1, A36, A193 -B-1 OR F1554 FOR THREADED RODS OR ASTM A615 OR A -106 FOR REBAR UNLESS NOTED OTHERWISE. 5. REPRODUCTION b.ALL ADHESIVE ANCHORS SHALL BE ACCEPTABLE FOR LONG TERM THE USE OF ELECTRONIC FILES OR REPRODUCTION OF THESE CONTRACT LOADING. ONLY NON EPDXY BASED ADHESIVES SHALL BE USED WHEN DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR BASE MATERIAL TEMPERATURES ARE BELOW 40 DEG. F. MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES r_- PROVIDE SCREEN TUBES OR APPROVED MANUFACTURER APPARATUS FOR THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND INSTALLATION IN UNGROUTED MASONRY OR BRICK VOID SPACE OR CELLS. OBLIGATES THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE d. "SET EPDXY" BY SIMPSON STRONG -TIE CO. OF PLEASANTON, CA. TO ANY ERRORS THAT MAY OCCUR HEREON. e. "ACRYLIC -TIE" BY SIMP60N STRONG -TIE CO. OF PLEASANTON, CA. F. HILTI HIT -HY200 SAFE SET (E8R- 31a -1)5Y HILTI CORPORATION 9. HILTI HIT -HY -10 (E5R -2682) BY HILTI CORPORATION h. HILTI RE 500v3 SAFE SET (ESR -3814) BY HILTI CORPORATION i. AC 100+ GOLD BY POWERS FASTENERS (FOR CONCRETE AND MASONRY) j. DEWALT /POWERS AC 100+ BY DEWALT (FOR CONCRETE AND MASONRY) k DEWALT /POWERS PURE 110+ BY DEWALT (FOR CONCRETE) I. DEWALT AC200+ BY DEWALT (FOR CONCRETE) 100% BUILDING C, ONSTRUCTION DOCUMENTS -PHASE B JOHN JAC06 CLICK z �4 fi N 0 z_j �o w� w¢ U) O� Za X och �0 3 Lo H W m wcnNui05�0 yg 2 wW y J Lo ZD Q N W J U MC)oa.F- U ,id _J cli o w 0 o (n 0 o H N 0o ��0 w 0 Lo Z a Q N N D J O Z w 0 0 �� "J "' _ Lu �V ' Q a Z�L_u ao C63 C4 C6 ce (7.4 O V Lr) Lu w co ~ J co Q M v=i D N i O Z F_ U JOHN JAC06 CLICK z �4 fi N 0 z_j �o w� w¢ U) O� Za X och �0 3 Lo H W m wcnNui05�0 yg 2 wW y J Lo ZD Q N W J U MC)oa.F- U ,id _J cli o w 0 o (n 0 o H N 0o ��0 w =Uo Lo Z 0 Q N Q Of 0 O O LL < U LU ti 0 w J O Z F_ U T� LU Co w m 0 O Z Z Y of < � 0 _ 0� U co ? o 0 U m 0 Z Z O a_ DO a O w N H >. ti cn W W > J ~ C� O e u) OC J Z Mw_j Q W NZJ u. a M J D 040 a AT �\/ w Q 0 Z 0 w fY 0 Z S1.0 GENERAL NOTES . i REQUIRED (STATEMENT) SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION OF STRUCTURAL STEEL (REF TABLE 1705.2.2 OF IBC) VERIFICATION AND INSPECTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS X ACI 318: 3.5, 7.1 -7.7 IDENTIFICATION MARKINGS TO CONFORM TO ASTM 1 - PRESTRESSING TENDONS AND PLACEMENT 3.5, 7.1 -7.7, 1913.4 APPLICABLE ASTM MATERIAL X - - STANDARDS SPECIFIED IN THE APPROVED - X STANDARDS; AISC 360, SECTION A3.3 AWS D1.4 AC1318- 3.5.2 ENGINEER, AND BUILDING OFFICIAL (IF REQUESTED), FOR THEIR REVIEW, COMMENTS, AND ACTION, AS NEEDED. 4 CONSTRUCTION DOCUMENTS. ELEMENTS. X - ACI 530:1.18 3 INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR MANUFACTURER'S CERTIFICATE OF - - APPLICABLE ASTM MATERIAL 4000 PSI AT 28 DAYS TO AND DURING PLACEMENT OF CONCRETE WHERE ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE COMPLIANCE REQUIRED. - ACI 530: 1.18 STANDARDS ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE 2. INSPECTION OF HIGH - STRENGTH BOLTING ACI 318: 8.1.3, 21.2.8 1911.5, 1912.1 SNUG -TIGHT JOINTS. - X - - - 4 PRETENSIONED AND SLIP- CRITICAL JOINTS USING - X ACI 318: 3.8.6, 8.1.3, 21.2.8 1912.1 z CONCRETE TURN -OF -NUT WITH MATCH MARKING, TWIST -OFF _ - AISC 360, SECTION M2.5 1704.3.3 SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARE - BOLT OR DIRECT TENSION INDICATOR METHODS - 1904.2.2, 1913.2, 5. VERIFYING USE OF REQUIRED DESIGN MIX - X OF INSTALLATION. 1913.3 AT TIME OF FRESH CONCRETE IS SAMPLED TO GRADE AND SIZE OF REINFORCEMENT AND ANCHOR PRETENSIONED AND SLIP - CRITICAL JOINTS USING FABRICATE SPECIMENS FOR STRENGTH TESTS, X _ ASTM C 172 ASTM C 31 1913.10 TURN -OF -NUT WITHOUT MATCH MARKING OR - - ACI 31 8: 5.6, 5.8 CALIBRATED WRENCH METHODS OF INSTALLATION. OF MORTAR JOINTS X - ACI 530:1.18 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD - FORMED STEEL DECK X - FOR STRUCTURAL STEEL, IDENTIFICATION 1913.6, 1913.7, PLACEMENT FOR PROPER APPLICATION TECHNIQUES PRESTRESSING TENDONS AND ANCHORS X A. MARKINGS TO CONFORM TO AISC 360. 8 X _ X ACI 318: 5.11 -5.13 1913.9 FOR OTHER STEEL, IDENTIFICATION MARKINGS TO TEMPERATURE AND TECHNIQUES PLACEMENT OF GROUT AND PRESTRESSING GROUT ASTM A 6 OR ASTM A 568 9 B. CONFORM TO ASTM STANDARDS SPECIFIED IN THE - X _ ACI 530: 1.18 9. CONCRETE. INSPECT PLACEMENT /QUALITY, LOCATION APPROVED CONSTRUCTION DOCUMENTS. X OF PT TENDONS C. MANUFACTURER'S CERTIFIED TEST REPORTS. - X 1705.4 A. APPLICATION OF POST - TENSIONED /PRESTRESSING 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS ACI 318: 18.20 IDENTIFICATION MARKING TO CONFORM TO AWS - X AISC 360, SECTION A3.5 AND X ACI 530: 1.18 A. SPECIFICATION IN THE APPROVED CONSTRUCTION CONTRACT DOCUMENTS APPLICABLE AWS A5 DOCUMENTS POST - TENSIONED /PRESTRESSING TENDONS IN DOCUMENTS. - ACI 318:18.18.4 SEISMIC - FORCE - RESISTING SYSTEM B MANUFACTURER'S CERTIFICATE OF COMPLIANCE - ACI 530: 1.18 1705.4 ERECTION OF PRECAST CONCRETE MEMBERS 5000 SF OF CONSTRUCTION REQUIRED. - X INCLUDING INSPECTION OF WELDS TO EMBEDS AND _ 5. INSPECTION OF WELDING A. STRUCTURAL STEEL AND /OR COLD - FORMED STEEL DECK: PREMIXED OR PREBLENDED MORTAR, GROUT, AND - 1) COMPLETE AND PARTIAL PENETRATION GROOVE X - VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR PRESTRESSING GROUT AS DELIVERED TO THE SITE WELDS 11. TO STRESSING OF TENDONS IN POST - TENSIONED _ X ACI 318: 6.2 2) MULTIPASS FILLET WELDS - X 3) SINGLE -PASS FILLET WELDS > 5/16" - X AWS D1.1 1704.3.1 12 INSPECT FORMWORK FOR SHAPE, LOCATIONS, AND 4) PLUG AND SLOT WELDS - - DIMENSIONS OF THE CONCRETE MEMBER BEING 5) SINGLE -PASS FILLET WELDS < = 5/16" - X FORMED. 6) FLOOR AND ROOF DECK WELDS _ X AWS D1.3 B. REINFORCING STEEL: 1) VERIFICATION OF WELD ABILITY OF REINFORCING _ X STEEL OTHER THAN ASTM A 706 2) REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF - - AWS D1.4 ACI 318; 3.5.2 SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT X - 4) OTHER REINFORCING STEEL - X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE A. DETAILS SUCH AS BRACING AND STIFFENING - X B. MEMBER LOCATIONS - X 1704.3.2 C APPLICATION OF JOINT DETAILS AT EACH LOCATION _ X 7. INSPECTION OF SHEAR STUDS CONNECTORS A INSPECT SIZE, NUMBER, POSITIONING, AND - - WELDING OF SHEAR CONNECTORS B RING TEST ALL SHEAR CONNECTORS WITH A 3 LB. - - HAMMER C. BEND ALL QUESTIONABLE STUDS TO 15 DEGREES - - 8. OPEN WEB STEEL JOISTS A. INSPECT INSTALLATION, FIELD WELDING, BRIDGING - - SJI 43RD EDITION OF JOISTS WHERE FABRICATION OF STRUCTURAL LOAD - BEARING MEMBERS AND ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A 9. FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL CONFORM TO THE SPECIAL INSPECTION REQUIREMENTS OF IBC SECTION 1704, AS SUMMARIZED ABOVE, UNLESS THE FABRICATOR HAS BEEN APPROVED IN ACCORDANCE WITH IBC SECTION 1704.2.2. REQUIRED VERIFICATION AND INSPECTION OFCONCRETE CONSTRUCTION (REF 1704.4 OF IBC) (REF TABLE 1.18.3 ACI 530) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1 INSPECTION OF REINFORCING STEEL, INCLUDING - X ACI 318: 3.5, 7.1 -7.7 1913.4 1 - PRESTRESSING TENDONS AND PLACEMENT 3.5, 7.1 -7.7, 1913.4 - X - - 2 INSPECTION OF REINFORCING STEEL WELDING IN - X AWS D1.4 AC1318- 3.5.2 ENGINEER, AND BUILDING OFFICIAL (IF REQUESTED), FOR THEIR REVIEW, COMMENTS, AND ACTION, AS NEEDED. 4 ACCORDANCE WITH TABLE 1704.3, ITEM 5b ELEMENTS. X - ACI 530:1.18 3 INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR _ X 1" SLAB ON GRADE 4000 PSI AT 28 DAYS TO AND DURING PLACEMENT OF CONCRETE WHERE ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE X - ACI 530: 1.18 3' ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE _ - ACI 318: 8.1.3, 21.2.8 1911.5, 1912.1 4. STRENGTH DESIGN IS USED X - - - 4 INSPECTION OF ANCHORS INSTALLED IN HARDENED - X ACI 318: 3.8.6, 8.1.3, 21.2.8 1912.1 z CONCRETE PROTECTION OF MASONRY DURING COD WEATHER - X ACI 530: 1.18 5. SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARE - X - 1904.2.2, 1913.2, 5. VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: CH. 4, 5.2 -5.4 1913.3 AT TIME OF FRESH CONCRETE IS SAMPLED TO GRADE AND SIZE OF REINFORCEMENT AND ANCHOR FABRICATE SPECIMENS FOR STRENGTH TESTS, X _ ASTM C 172 ASTM C 31 1913.10 6• PERFORM SLUMP AND AIR CONTENT TESTS AND PLACEMENT OF MASONRY UNITS AND CONSTRUCTION ACI 31 8: 5.6, 5.8 DETERMINE THE TEMPERATURE OF THE CONCRETE OF MORTAR JOINTS X - ACI 530:1.18 7 INSPECTION OF CONCRETE AND SHOTCRETE X - ACI 318: 5.9, 5.10 1913.6, 1913.7, PLACEMENT FOR PROPER APPLICATION TECHNIQUES PRESTRESSING TENDONS AND ANCHORS X - 1913.8 8 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING _ X ACI 318: 5.11 -5.13 1913.9 1705.4 TEMPERATURE AND TECHNIQUES PLACEMENT OF GROUT AND PRESTRESSING GROUT INSPECTION OF PRESTRESSED /POST - TENSIONED FOR BONDED TENDONS X _ ACI 530: 1.18 9. CONCRETE. INSPECT PLACEMENT /QUALITY, LOCATION - X OF PT TENDONS MORTAR SPECIMENTS, AND /OR PRISMS X _ ACI 530:1.18 1705.4 A. APPLICATION OF POST - TENSIONED /PRESTRESSING X _ ACI 318: 18.20 FORCES CONSTRUCTION INDICATING COMPLIANCE WITH THE - X ACI 530: 1.18 1705.4 B. GROUTING OF BONDED CONTRACT DOCUMENTS POST - TENSIONED /PRESTRESSING TENDONS IN X - ACI 318:18.18.4 SEISMIC - FORCE - RESISTING SYSTEM ARTICLE 1.413 PRIOR TO CONSTRUCTION FOR EVERY - ACI 530: 1.18 1705.4 ERECTION OF PRECAST CONCRETE MEMBERS 5000 SF OF CONSTRUCTION 10. INCLUDING INSPECTION OF WELDS TO EMBEDS AND _ X ACI 318: CH. 16 SUPPORTS PREMIXED OR PREBLENDED MORTAR, GROUT, AND - X ACI 530: 1.18 1705.4 VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR PRESTRESSING GROUT AS DELIVERED TO THE SITE 11. TO STRESSING OF TENDONS IN POST - TENSIONED _ X ACI 318: 6.2 CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS 12 INSPECT FORMWORK FOR SHAPE, LOCATIONS, AND _ X ACI 318: 6.1.1 DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. REQUIRED VERIFICATION AND INSPECTION OF SOILS (REF TABLE 1705.6 OF IBC) (REF TABLE 1.18.3 ACI 530) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE IBC REFERENCE VERIFY MATERIALS BELOW SHALLOW FOOTINGS ARE PROPORTIONS OF SITE MIXED MORTAR, GROUT, AND BUILDING CODE (IBC CHAPTER 17) FOR THE FABRICATION, ERECTION, AND CONSTRUCTION OF THE STRUCTURAL SYSTEMS AS DESCRIBED DRILLED PIERS IN THE SPECIFICATION AND DRAWINGS FOR THE PROJECT. ALL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE 1 - ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY - X - - 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER _ X 3 -5 ENGINEER, AND BUILDING OFFICIAL (IF REQUESTED), FOR THEIR REVIEW, COMMENTS, AND ACTION, AS NEEDED. 4 DEPTH AND HAVE REACHED PROPER MATERIAL ELEMENTS. X - ACI 530:1.18 3 PERFORM CLASSIFICATIONS AND TESTING OF _ X 1" SLAB ON GRADE 4000 PSI AT 28 DAYS CONTROLLED FILL MATERIALS ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE X - ACI 530: 1.18 1705.4 VERIFY USE OF PROPER MATERIALS, DENSITIES, AND OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR 4. LIFT THICKNESSES DURING PLACEMENT OF X - - - (� D COMPACTION OF CONTROLLED FILL COMPLIANCE OF PREPARATION, CONSTRUCTION, AND ® O �z z PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE PROTECTION OF MASONRY DURING COD WEATHER - X ACI 530: 1.18 5. SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARE - X - - o PROPERLY. WEATHER (TEMPERATURE ABOVE 90 DEGREES F). REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION (REF TABLE 1.18.3 ACI 530) THE OWNER SHALL EMPLOY QUALIFIED SPECIAL INSPECTORS TO PERFORM INSPECTIONS IN ACCORDANCE WITH THE BUILDING CODE. VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1 PROPORTIONS OF SITE MIXED MORTAR, GROUT, AND BUILDING CODE (IBC CHAPTER 17) FOR THE FABRICATION, ERECTION, AND CONSTRUCTION OF THE STRUCTURAL SYSTEMS AS DESCRIBED DRILLED PIERS IN THE SPECIFICATION AND DRAWINGS FOR THE PROJECT. ALL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE 2' 1 - ANY PRESTRESSING GROUT FOR BONDED TENDONS _ X ACI 530:1.18 1705.4 TESTING AND INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A PERIODIC OR DAILY BASIS WHENEVER COMPLIANCE OF SIZE AND LOCATION OF STRUCTURAL INSPECTIONS ARE MADE ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO THE OWNER, CONTRACTOR, ARCHITECT, STRUCTURAL 3 -5 ENGINEER, AND BUILDING OFFICIAL (IF REQUESTED), FOR THEIR REVIEW, COMMENTS, AND ACTION, AS NEEDED. 4 2 ELEMENTS. X - ACI 530:1.18 1705.4 4000 PSI AT 28 DAYS COMPLIANCE OF TYPE, SIZE, AND LOCATION OF NWC 1" SLAB ON GRADE 4000 PSI AT 28 DAYS 3' ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE X - ACI 530: 1.18 1705.4 OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR O } U OTHER CONSTRUCTION. Co w (� D 3. COMPLIANCE OF PREPARATION, CONSTRUCTION, AND ® O �z z 5' PROTECTION OF MASONRY DURING COD WEATHER - X ACI 530: 1.18 1705.4 (TEMPERATURE BELOW 40 DEGREES F) OR HOT Umzo o 0 m WEATHER (TEMPERATURE ABOVE 90 DEGREES F). GRADE AND SIZE OF REINFORCEMENT AND ANCHOR 6' BOLTS, PRESTRESSING TENDONS AND ANCHORAGES X - ACI 530: 1.18 1705.4 PLACEMENT OF MASONRY UNITS AND CONSTRUCTION 7 OF MORTAR JOINTS X - ACI 530:1.18 1705.4 PLACEMENT OF REINFORCEMENT, CONNECTORS, AND 8' PRESTRESSING TENDONS AND ANCHORS X - ACI 530: 1.18 1705.4 9. GROUT SPACE PRIOR TO GROUTING - X ACI 530:1.18 1705.4 PLACEMENT OF GROUT AND PRESTRESSING GROUT 10. FOR BONDED TENDONS X _ ACI 530: 1.18 1705.4 OBSERVE PREPARATION OF GROUT SPECIMENS, 11. MORTAR SPECIMENTS, AND /OR PRISMS X _ ACI 530:1.18 1705.4 SUBMITTALS FOR MATERIALS USED IN MASONRY 12. CONSTRUCTION INDICATING COMPLIANCE WITH THE - X ACI 530: 1.18 1705.4 CONTRACT DOCUMENTS 13. VERIFICATION OF fm AND faac IN ACCORDANCE WITH X ARTICLE 1.413 PRIOR TO CONSTRUCTION FOR EVERY - ACI 530: 1.18 1705.4 5000 SF OF CONSTRUCTION VERIFICATIONS OF PROPORTIONS OF MATERIALS IN 14. PREMIXED OR PREBLENDED MORTAR, GROUT, AND - X ACI 530: 1.18 1705.4 PRESTRESSING GROUT AS DELIVERED TO THE SITE REQUIRED VERIFICATION AND INSPECTION OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS (REF TABLE 1705.8 OF IBC) THE OWNER SHALL EMPLOY QUALIFIED SPECIAL INSPECTORS TO PERFORM INSPECTIONS IN ACCORDANCE WITH THE BUILDING CODE. VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE THE SCHEDULE CONTAINS A LIST OF THE SPECIAL INSPECTION ACTIVITIES RELATED TO THE QUALITY ASSURANCE PLAN REQUIRED BY THE OBSERVE DRILLING OPERATIONS AND MAINTAIN BUILDING CODE (IBC CHAPTER 17) FOR THE FABRICATION, ERECTION, AND CONSTRUCTION OF THE STRUCTURAL SYSTEMS AS DESCRIBED DRILLED PIERS IN THE SPECIFICATION AND DRAWINGS FOR THE PROJECT. ALL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE 2' 1 - COMPLETE AND ACCURATE RECORDS OF EACH X - - - TESTING AND INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A PERIODIC OR DAILY BASIS WHENEVER ELEMENT. INSPECTIONS ARE MADE ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO THE OWNER, CONTRACTOR, ARCHITECT, STRUCTURAL 3 -5 ENGINEER, AND BUILDING OFFICIAL (IF REQUESTED), FOR THEIR REVIEW, COMMENTS, AND ACTION, AS NEEDED. 4 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, X - - - 4000 PSI AT 28 DAYS CONFIRM ELEMENTS DIAMETERS, BELL DIAMETERS (IF NWC 1" SLAB ON GRADE 4000 PSI AT 28 DAYS 3 -5 APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF 1" ^a_^ LL T o O J APPLICABLE) AND ADEQUATE END- BEARING STRATA O } U CAPACITY. RECORD CONCRETE OR GROUT VOLUMES. Co w (� D 3. FOR CONCRETE ELEMENTS, PERFORM ADDITIONAL ® O �z z Y 0� INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. U< _ 00 NOTES CONCRETE USAGE THE OWNER SHALL EMPLOY QUALIFIED SPECIAL INSPECTORS TO PERFORM INSPECTIONS IN ACCORDANCE WITH THE BUILDING CODE. 1. INSPECTORS SHALL PERFORM ALL DUTIES AND RESPONSIBILITIES AS REQUIRED BY THE BUILDING CODE. JOB SITE VISITS BY THE MAXIMUM AGGREGATE SIZE STRUCTURAL ENGINEER DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR SPECIAL INSPECTIONS. w t= THE SCHEDULE CONTAINS A LIST OF THE SPECIAL INSPECTION ACTIVITIES RELATED TO THE QUALITY ASSURANCE PLAN REQUIRED BY THE 0� -) Lu O_ BUILDING CODE (IBC CHAPTER 17) FOR THE FABRICATION, ERECTION, AND CONSTRUCTION OF THE STRUCTURAL SYSTEMS AS DESCRIBED DRILLED PIERS IN THE SPECIFICATION AND DRAWINGS FOR THE PROJECT. ALL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE 2' REQUIRED INSPECTIONS AND TEST PROCEDURES. REFER TO IBC CHAPTER 17 "STRUCTURAL TESTS AND SPECIAL INSPECTIONS," AND 1 1/2" SPECIFICATION SECTION 01 45 23 "TESTS AND INSPECTIONS" FOR SPECIFIC TEST PROCEDURES. THE SCHEDULE IS INTENDED TO BE A J H J j "STATEMENT OF SPECIAL INSPECTIONS" ACCORDING TO IBC SECTION 1704. Q TESTING AND INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A PERIODIC OR DAILY BASIS WHENEVER 3. INSPECTIONS ARE MADE ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO THE OWNER, CONTRACTOR, ARCHITECT, STRUCTURAL 3 -5 ENGINEER, AND BUILDING OFFICIAL (IF REQUESTED), FOR THEIR REVIEW, COMMENTS, AND ACTION, AS NEEDED. 4 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS REQUIRING SPECIAL INSPECTIONS PER SECTION 1705 OF THE IBC HAVE 4000 PSI AT 28 DAYS NOT BEEN LISTED HERE. REFER TO ARCH /MEP FOR SPECIAL INSPECTION REQUIREMENTS FOR THESE COMPONENTS. 5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THESE TESTS AND INSPECTIONS ARE PERFORMED. CLASSES OF CONCRETE SCHEDULE CONCRETE USAGE MINIMUM COMPRESSIVE STRENGTH (f'c) SLUMP (IN) CONCRETE TYPE MAXIMUM AGGREGATE SIZE DEEP FOUNDATIONS w t= N ao 0� -) Lu O_ a DRILLED PIERS 3000 PSI AT 28 DAYS 5 -7 NWC 1 1/2" SHALLOW FOUNDATIONS J H J j J Q O GRADE BEAMS 4000 PSI AT 28 DAYS 3 -5 NWC 1" PIER CAPS 4000 PSI AT 28 DAYS 3 -5 NWC 1" PIER CAPS (SUPPORTING STEEL COLUMNS) 4000 PSI AT 28 DAYS 3 -5 NWC 1" SLAB ON GRADE 4000 PSI AT 28 DAYS 3 -5 NWC 1" ^a_^ LL T o O J O } U Co w (� D NOTES: 1. NWC REFERS TO NORMAL WEIGHT CONCRETE HAVING AIR DRY UNIT WEIGHT OF APPROXIMATELY 145 PCF (ASTM 33 AGGREGATE 100% BUILDING CONSTRUCTION DOCUMENTS -PHASE B D LL p o U O �o00� LL w t= N ao 0� -) Lu O_ a = N H N W W D J H J j J Q O o Z o �Lo w Lu O �V "'oa ZLu QoLu03 _ �Ln C6 m O V N N Lr) Lu m4 ��oN3 ^a_^ LL T o O J JOHN' JAC DE3 CLICK An f ti 7-fII4 N (D Z J Lo w< u, O� w� <oz0 3zoLrwm wvai�c/i�of o Y Z W Q < Y J N D< N W J w 0 LL p o U o �o00� ° w t= N ao 0� -) Lu O_ ± 0 `n o C) = N H Lu ti W W O J H J j Q (N Q Q Z w_j NZJ o 0 4% *4 `� w _0 O O � < LL w� LU w o ti C/) ^a_^ LL T o O J O } U Co w (� D m ® O �z z Y 0� U< _ 00 Umzo o 0 m w 0 V Z Z O Q _ z m Qp w N U) ~ w H > ti Lu x W W ` O J H J j J Q ® W Q Z w_j NZJ U) M J D 4% *4 `� w _0 w� w 0 z O U) w O z S1.1 SPECIAL INSPECTIONS ■■ - -1 --- DEMO EXISTING GRADE BE FOR EXISTING SITE WALL !REFER ARCH FOR EXTENT NEW BEAM REINF. TO EXTEf INTO EXISTING BLDG AND f STRUCTURE FOR SUPPORT. TO VERIFY EXISTING BLDG GRADE BEAM DEPTH PRIG TO INSTALL. PROVIDE LINT FOR NEW Of FOR EXISTING CMU WALL PER 14/53.3 MINIMUM ONE BLOCK WIDTH A" DOOR JAMBS FULLY GROUT. PROVIDE =5 VERTICAL REINF. AT JAMBS. PROVIDE REINF. CMU LINTEL PER SCHEDULE. 01 SLAB AND FOUNDATION PLAN v THICKENED SLAB FOR EMBEDDED HOOK BY OTHERS. REFER MANUF. FOR REQUIRED REINF. LOCATION PER - ARCH /OWNER/MANUF. REQUIREMENTS. 0 5'X5' THICKENED SLAB FOR FUTURE LIFT LOCATIONS EXISTING BUILDING FOOTPRINT I 3 PLAN NOTES: 4K I. FINISH FLOOR ELEVATION 100' -0" = DATUM ELEVATION 581.50' NORtN 2. LOWER FLOOR ELEVATION 98' -0" = DATUM ELEVATION 585.50' Q 3. SLAB TO BE 6" THICK, REINFORCE WITH #4 AT 16" C/C EACH WAY 2" CLEAR FROM TOP OF SLAB OVER 15 MIL. VAPOR BARRIER AL m 5 � OVER SUB -GRADE PER SPECS. IIIIII C W L 4. REFER TO ARCHITECTURAL FOUNDATION LAYOUT PLAN FOR C CENTERLINE OF COL ADDITIONAL INFO REGARDING ELECTRICAL OUTLETS AND FLOOR w W DRAINS, ETC. C V 5, SUPERSTRUCTURE OF BUILDING TO BE DESIGNED AND SUPPLIED BY 15T. PER MET'L BLD H a METAL BUILDING MFGR CONTRACTOR TO COORDINATE THE DOOR PROVIDE HEADER MANUF. REQUIREMENTS OF ANY ITEMS. DOOR PROVIDE HEADER 6. VERIFY COLUMN BASE LOCATIONS WITH APPROVED METAL BUILDING Q LL SHOP DRAWINGS PRIOR TO POURING FOUNDATION. - -1 --- DEMO EXISTING GRADE BE FOR EXISTING SITE WALL !REFER ARCH FOR EXTENT NEW BEAM REINF. TO EXTEf INTO EXISTING BLDG AND f STRUCTURE FOR SUPPORT. TO VERIFY EXISTING BLDG GRADE BEAM DEPTH PRIG TO INSTALL. PROVIDE LINT FOR NEW Of FOR EXISTING CMU WALL PER 14/53.3 MINIMUM ONE BLOCK WIDTH A" DOOR JAMBS FULLY GROUT. PROVIDE =5 VERTICAL REINF. AT JAMBS. PROVIDE REINF. CMU LINTEL PER SCHEDULE. 01 SLAB AND FOUNDATION PLAN v THICKENED SLAB FOR EMBEDDED HOOK BY OTHERS. REFER MANUF. FOR REQUIRED REINF. LOCATION PER - ARCH /OWNER/MANUF. REQUIREMENTS. 0 5'X5' THICKENED SLAB FOR FUTURE LIFT LOCATIONS EXISTING BUILDING FOOTPRINT I 3 r 4K A B op 06/53.2 W F Q a WdUUa B um AL m 5 � a" cl-IU CENTERLINEOF COL O 06/53.2 C CENTERLINE OF COL 96'ie(a w W D15T PER MET'L BL C V PROVIDE FRAMEOUT AT OH. (NOMINAL) iN 15T. PER MET'L BLD H a DOOR PROVIDE HEADER MANUF. :dQ DOOR PROVIDE HEADER - - - - - --I I MANUF. Z)_ Q LL - - -- — — - - - -- DOOR MACHINERY. AT TOP OF DOOR FOR OH J L -- � � POOR MAC 1 �,m w 1 3�_ Im" N 0 z ._0.. ._2 - �0 qP w m L) 14/53.2 �, ADDITIONAL REINF. b J = U REINF. CONC. z z ./ DEEP SLIT OPNG FOR 4' -I" 1 - _ � FUTURE INSTALL OF _ _ I HYDRAULIC PIPING _ 02/53.2 1 B rI� L I I L----- - - - - -J r 7 02/53.2 i � 02 LOW ROOF PLAN I uj - = L - -J 06/53.2 9 -- _ -------- - - - - -- 2 � 08)/532'"'a' -- -------- - - - - -- 8/53.2 w o ro CMU WALL. RE I W ARCH FOR DOOR OPNG I N I i nr ATnni.i 1� 0 FF = 98' -00" I I m I I I I � m I I v°' - - - -- --- - - - - -- 3 r m I d) 1' -2 1/2" ' I m 0 _ m 02/53,2 0ti I I m 03/53.2 �� - -- - -- -- — 4 C - - -1 --- DEMO EXISTING GRADE BE FOR EXISTING SITE WALL !REFER ARCH FOR EXTENT NEW BEAM REINF. TO EXTEf INTO EXISTING BLDG AND f STRUCTURE FOR SUPPORT. TO VERIFY EXISTING BLDG GRADE BEAM DEPTH PRIG TO INSTALL. PROVIDE LINT FOR NEW Of FOR EXISTING CMU WALL PER 14/53.3 MINIMUM ONE BLOCK WIDTH A" DOOR JAMBS FULLY GROUT. PROVIDE =5 VERTICAL REINF. AT JAMBS. PROVIDE REINF. CMU LINTEL PER SCHEDULE. 01 SLAB AND FOUNDATION PLAN v THICKENED SLAB FOR EMBEDDED HOOK BY OTHERS. REFER MANUF. FOR REQUIRED REINF. LOCATION PER - ARCH /OWNER/MANUF. REQUIREMENTS. 0 5'X5' THICKENED SLAB FOR FUTURE LIFT LOCATIONS EXISTING BUILDING FOOTPRINT I 3 r 4K U U)DO°a'O. 06/53.2 W F Q a WdUUa B AL m 5 � a" cl-IU O 06/53.2 C o C 96'ie(a w W 08/53.2 B C V PROVIDE FRAMEOUT AT OH, (NOMINAL) iN y Qom3 3x DOOR PROVIDE HEADER �NN(Vm n�5 :dQ r -- - - - - - --I I AT TOP OF DOOR FOROH U LL - - -- — — - - - -- DOOR MACHINERY. I I I II I I - - --/ - — -- � � rm 1 1 3�_ Im" N 0 z REFER 11/53.1 FOR - L) 14/53.2 �, ADDITIONAL REINF. b J = 3/4" WIDE X I 1/2" REINF. CONC. z z ./ DEEP SLIT OPNG FOR 4' -I" U BUNKER ROOF O FUTURE INSTALL OF _ _ HYDRAULIC PIPING _ 1 B rI� L I I L----- - - - - -J r 7 1' -6 14' 86 S 02 LOW ROOF PLAN - = L - -J 06/53.2 PROVIDE NEW I I ro CMU WALL. RE I W ARCH FOR DOOR OPNG N i nr ATnni.i 1� 0 - -1 --- DEMO EXISTING GRADE BE FOR EXISTING SITE WALL !REFER ARCH FOR EXTENT NEW BEAM REINF. TO EXTEf INTO EXISTING BLDG AND f STRUCTURE FOR SUPPORT. TO VERIFY EXISTING BLDG GRADE BEAM DEPTH PRIG TO INSTALL. PROVIDE LINT FOR NEW Of FOR EXISTING CMU WALL PER 14/53.3 MINIMUM ONE BLOCK WIDTH A" DOOR JAMBS FULLY GROUT. PROVIDE =5 VERTICAL REINF. AT JAMBS. PROVIDE REINF. CMU LINTEL PER SCHEDULE. 01 SLAB AND FOUNDATION PLAN v THICKENED SLAB FOR EMBEDDED HOOK BY OTHERS. REFER MANUF. FOR REQUIRED REINF. LOCATION PER - ARCH /OWNER/MANUF. REQUIREMENTS. 0 5'X5' THICKENED SLAB FOR FUTURE LIFT LOCATIONS EXISTING BUILDING FOOTPRINT I 3 100% BUILDING CONSTRUCTION DOCUMENTS - PHASE B C 4K U O U)DO°a'O. LL W F Q a WdUUa ea 0 5 � a" cl-IU O W C o C BELOW, w W c C V y N v ¢oa (NOMINAL) iN y Qom3 3x OL) �NN(Vm n�5 :dQ r -- - - - - - --I I Q U LL WI I I I II I I PROVIDE OPNG REF ° O � rm MECH FOR LOCATION. a N 0 z REFER 11/53.1 FOR L) T' THICK ADDITIONAL REINF. b J = m REINF. CONC. z z ./ U BUNKER ROOF OUM? O -I _ SLAB 09/53.3 I I I I I I L----- - - - - -J 1' -6 14' 02 LOW ROOF PLAN 100% BUILDING CONSTRUCTION DOCUMENTS - PHASE B C 4K U O U)DO°a'O. LL W F Q a WdUUa 3 0 O W C o C n i W c C V y N v ¢oa 2� y Qom3 3x OL) �NN(Vm n�5 :dQ MNON� e Z J N O w LL � w¢ nN0 waoz0 Wm w o N y m Q�Q 0 0,299NX2 U mt=iJ w �C .J U Z Z QO ma0 W N cn ~F- ' LU LU > �U0 g w J Z >w z J LL a R M J❑ =A%� / W W Q U o U)DO°a'O. W F N m a WdUUa O LO O Q N W C U Q ❑ a' W 0 W Q U LL WI CL ° O � rm a N 0 z OZ L) F W m W �W m W a z z a LLJ U a OUM? O -I U m Z U Z Z QO ma0 W N cn ~F- ' LU LU > �U0 g w J Z >w z J LL a R M J❑ =A%� / W W Q z O U W of O z S2.1 FOUNDATION PLAN SEAM PADS TO COVER ALL JOINTS TO END BEARING a LU 20 KSF ELIMINATE CONCRETE Lu Z NOT "MUSHROOM" N FLOW INTO VOID JOINTS E l l_I al w O C', J cn O D a J Q END CAPS TO SEAL OFF - b O o W o VOID FORM ENDS . LU 4 Q N X � � O 0 ZLu N Z I I I -I I I O I I I I I I � co< cn �n0�3 d 0- VERT. REINFORCING 0 0 I I O ~ > U - 6) Z = 24° 6 #6 o Z L N Z Q 111 a 0- U W O BEARING STRATA 0 m Z REFER GENERAL z NOTES. FINAL BEARING ELEVATION TO BE DETERMINED IN FIELD BY GEOTECH Lu w u- — } �O —I II II —_ II I I_ m PIER VOID FORM, TO CONFORM TO PIER -I DIAMETER NOTES: SOIL RETAINER 1. INSTALL VOID FORMS UNDER ALL STRUCTURAL REFER MFR. OPTIONS, REFER CONCRETE PIER CAPS, GRADE BEAMS, RECOMMENDATIONS 2" GENERAL NOTES PILASTERS AND WALLS TO PROVIDE A AND SPECS, SEPARATION FROM EXPANSIVE SOILS. GRADE NOTES: n cv U U N 4 CAGE ELrVATION 8 - #6 VERT.—\ SHALL BE SMOOTH, EVEN AND LEVEL BEFORE "W 11/2 "W "/2 INSTALLING VOID FORMS. 1. PROVIDE SOIL RETAINERS AT ALL VOID NOTE: REFER PLAN 2. INSTALL IN ACCORDANCE WITH FORMS TO MAINTAIN SEPARATION OF DETAILS FOR "W" MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL CONCRETE PIER CAPS, GRADE DIMENSIONS W 3. PROTECT FROM MOISTURE AND DAMAGE BEAMS, PILASTERS AND WALLS FROM PRIOR TO CONCRETE PLACEMENT. EXPANSIVE SOILS. PLAN DETAIL COLLAPSED VOID FORMS SHALL BE 2. INSTALL IN ACCORDANCE WITH 30� RAR OIL NOTE: WHERE ANCHOR BOLT CAGE IS NOT DETAILED 4 PROVIDE CAGE 6" p LARGER THAN ANCHOR BOLT PATTERN -4 4 ua ua N #3 TIES AT 12" C/C 3 AT 2" C/C AT TOP STANDARD 900 HOOK =INF. WITH STD. 9m°—,' ENDS TYPICAL BARS SAME SIZE ACING AS HORIZONTAL ING REPLACED PRIOR TO CONCRETE PLACEMENT. MANUFACTURER S RECOMMENDATIONS. TYPICAL ANCHOR BOLT O 1 TYPICAL VOID FORM DETAIL OZ TYPICAL SOIL RETAINER DETAILS 03 CONFINEMENT CAGE DETAIL 04 TYPICAL BEAM COR N.T.S. N.T.S. N.T.S. CARTON FORMS - SEE EXTERIOR FACE OF SECTIONS $ GEN. NOTES PROVIDE ADDITIONAL PROVIDE GRADE BEAM SELECT FILL - STIRRUPS EACH SIDE 2- #6X6' -m" TOP SEE GEN. NOTES OF SLEEVE AND BOTTOM OF F�L SLEEVE DETAILED OR FINISH GRADE LOW PERMEABLE — HIGHER PLASTICITY CLAYS CPI GREATER THAN 15) ON SITE SOILS MEP PIPING ,III- I I I ,III , V I I I„ ,III__ _IIIIIIIIIIIIIII� I II PIPING BACKFILL - PROPERLY COMPACTED ON SITE SOILS IMPERVIOUS CLAY PLUG UNDISTURBED SOIL AT BUILDING LINE - EXTEND 2' -0" EACH SIDE AND FROM BOTTOM OF TRENCH TO 2' -0" ABOVE UTILITY EXCAVATION OG TYPICAL UTILITY TRENCH PLUG DETAIL N.T_S. C SCHEDULED BEAM RE INFORCING ADDITIONAL #4 PIPE SLEEVE PER At 6" C/C ABOVE SPECS. REFER AND BELOW PIPE MEP AND CIVIL FOR SLEEVE �I INFO. NOT SHOWN u (MAX. 12 "0 SLEEVE) NOTES: 1. CONDUIT AND PIPING MAY NOT BE PLACED PARALLEL TO AND INSIDE OF BEAM FORMS OR TRENCHES. 2. NOTIFY ENGINEER IF DIMENSIONED CONDITIONS CANNOT BE MET. NOTE: INCREASE BEAM DEPTH AS REQUIRED TO MAINTAIN MINIMUM 9" OF CONCRETE BELOW BOTTOM OF PIPE SLEEVE TYPICAL PIPE SLEEVE OT THROUGH GRADE BEAM N.T.S. EXISTING GRADE Z O (� O D U NOTE: Ow lu END BEARING TOP OF PIERS ARE TO BE SAME LU 20 KSF DIA. AS SHAFT AND Lu Z NOT "MUSHROOM" N Z_ (P E l l_I al w O C', J cn O D LL J Q O b O o W o N LU B Q N X � � O 0 ZLu N O Z � co< cn �n0�3 d 0- VERT. REINFORCING 0 0 SHAFT DIA. NO. SIZE O ~ > U - 6) Z = 24° 6 #6 o Z L N Z Q 111 a ADDITIONAL #4 PIPE SLEEVE PER At 6" C/C ABOVE SPECS. REFER AND BELOW PIPE MEP AND CIVIL FOR SLEEVE �I INFO. NOT SHOWN u (MAX. 12 "0 SLEEVE) NOTES: 1. CONDUIT AND PIPING MAY NOT BE PLACED PARALLEL TO AND INSIDE OF BEAM FORMS OR TRENCHES. 2. NOTIFY ENGINEER IF DIMENSIONED CONDITIONS CANNOT BE MET. NOTE: INCREASE BEAM DEPTH AS REQUIRED TO MAINTAIN MINIMUM 9" OF CONCRETE BELOW BOTTOM OF PIPE SLEEVE TYPICAL PIPE SLEEVE OT THROUGH GRADE BEAM N.T.S. EXISTING GRADE Z O (� O D U NOTE: Ow lu END BEARING TOP OF PIERS ARE TO BE SAME LU 20 KSF DIA. AS SHAFT AND Lu Z NOT "MUSHROOM" N 4 2 0 C', J cn O D LL J Q O b O o W o N LU B ua a oa ZLu N O Z � co< cn �n0�3 d 0- VERT. REINFORCING 0 0 SHAFT DIA. NO. SIZE O ~ > U 24° 6 #6 Z L N Z Q 111 a 0- U W O BEARING STRATA 0 m Z REFER GENERAL z NOTES. FINAL BEARING ELEVATION TO BE DETERMINED IN FIELD BY GEOTECH �Lu OL PROVIDE 3 SIDE SPACERS AT BOTTOM OF CAGE. AND AT 20' -:a" C MAX. REFER SPECS. #6X5' -m" DOWELS 3'- 4TO PIER AT GRADE SEAMS AND WALLS YPICAL U.N.O. PROVIDE 1 1/2 EXTRA TURNS AT TOP, SOTTO AND SPLICE POINTS — #3 SPIRAL AT 10" PITCH Lu U cYl �n 0 TEMPORARY CASING AS REQ'D. 1' -m" OR AS REQ'D. TO SEAL OFF WATEF *IPENETR. PROVIDE 2 END SPACERS ON OPPOSITE SIDES AT BOTTOM OF CAGE. REFER SPECS. *PIER DIA. PIER DIA. * SEE PLAN OR SCHEDULE PIER WITHOUT CASING PIER WITH CASING SHAFT PENETRATION (FEET) SHAFT DIAMETER ( INCHES) 10 �0\am— PORCAPERLEVR. 00 WHERE NOTED DRILLED PIER LEGEND PIER DESIGN CRITERIA END BEARING SKIN FRICTION UJ 20 KSF 3.0 KSF Lo O TYPICAL DRILLED PIER 1 1�U D 4 w to BOTT N.T.S. U.N.O. ON PLAN OH TYPICAL STEPPED GRADE BEAM N.T_S. NOTE: Ld DENOTI DEVELOPI LENGTH A/2 + Ld Z 4 tt 111 N 11 11 1 ST POUR 2 ND POUR KEYWAY TO BE FULL WIDTH OF BEAM REINFORCING TO BE y �— SPAN CONTINUOUS THRU JOINT 2 It lu b NOTE: DO NOT LOCATE BEAM CONSTRUCTION JOINT IN BEAM END SPAN. NER BARS OJ TYPICAL BEAM CONSTRUCTION JOINT N.T.S. 2" CLR. (Y IT YP.) U N F' O� � p 2 .. m� IL UU N N 'BOO HOOKS TVaI/` h I PROVIDE 1- #4X4' -O" DIAGONAL BAR AT EACH CORNER TOP AND BOTTOM Q AaC lt 1380 NOOKS -1"�• TYPICAL GLASS "B" LAP a b BARS SCHEDULED AS CONTINUOUS SHALL BE LAPPED WITH A CLASS "B" LAP U.N.O. AND SPLICED AS FOLLOWS: TOP BARS AT CENTERLINE OF ANY SPAN. BOTTOM BARS OVER ANY SUPPORT. DO NOT LAP TOP BARS IN SHORT SPANS ADJACENT TO LONG SPANS (RATIO OF LONG TO SHORT EXCEEDS 1.5) PROVIDE LONGITUDINAL CHAIR SUPPORTS FOR BEAM REINFORCING (CEMENT CHAIRS NOT ALLOWED) PROVIDE HALF OF INTERRUPTED REINFORCEMENT PLUS ONE ADDITIONAL BAR OF SAME SIZE ON EACH SIDE OF OPENING TOP AND BOTTOM SLAB RE INFORCEMENT TYPICAL 11 TYPICAL STRUCTURAL SLAB OPENING DETAIL N.T.S. N.T.S. TYPICAL CONCRETE GRADE BEAM 09 REINFORCEMENT PLACEMENT DETAIL N_T.S_ 100% BUILDING CONSTRUCTION DOCUMENTS -PHASE B o J4HR JACOB CE.' K , AL( 1 r N z o Lo E Z) F- W wQ cn O� z_I- X °ZO U Z,=, w W m wU) NU)00cn0 _U ZH_ <4QU J NZ) Q N W J U cn cn 0 p_ H U .J U ti o �UWpo 0 o oO UJ 0 Lo Z co w 4 2 0 C', J cn O D LL J Q O b Z o W o LU B u a oa ZLu V 5: o � cn co< cn �n0�3 d aI o J4HR JACOB CE.' K , AL( 1 r N z o Lo E Z) F- W wQ cn O� z_I- X °ZO U Z,=, w W m wU) NU)00cn0 _U ZH_ <4QU J NZ) Q N W J U cn cn 0 p_ H U .J U ti o �UWpo 0 o oO UJ N Lo Z co w U 2 0 C', J W t` Q N O LL Q b �r O W O Q w LL ticf) d C O J OZ O ~ > U Z 0 O Z Q Z Q a 0- U W OU m o 0 m Z z U V Z Z ao OO Q O w N H ti W W > J ~ �v0> a _I Z Mw-i Lu Nz-j LL a W M J o �� 0 40 � Z AWO L l W Q Z O W O Z S3.1 TYPICAL SECTIONS AND DETAILS 2- #4X4' -O" DIAGONAL BARS IN TOP OF SLAB AT ALL RE- ENTRANT CORNERS PLAN TYPICAL SLAB REINF. AT 01 RE- ENTRANT CORNER N.T.S. SLAB CONSTRUCTION JOINT OR CONTROL JOINT REFER OS AND 09/53.1 ALLOW ALTERNATE BARS TO PASS ACROSS JOINT SLAB RE INF. —� N m VAPOR BARRIER 4 - #5 CONT. -LAP 3'- oil AT SPLICE LOCATIONS. PROVIDE STD. HOOK AROUND ANCHOR BOLTS (STAGGER LAPS (o' -O" FOR ALTERNATE BARS) OJ TYPICAL TIE BEAM 1 1/2 "X1 1/2" — NOTCH AT METAL PANEL SITE PAVING REFER CIVIL. 98' -0" 6" TYPICAL — (CONFIRM - -_ WITH CIVIL) . — —�_ I I I \�,V4,=OR 5ARRIER 2 - #4 CONT. °I MID -DEPTH II I N #3 TIES At 16" C/c • _J 2-#-1 TOP AND BOTTOM 6" CARTON FORMS I' Oil 02 SECTION 11/2 "X1 1/2" NOTCH AT METAL PANEL SITE PAVING REFER ARCH'L. �_ = �___—__ —i 6" TYPICAL (CONFIRM WITH CIVIL) 'll VAPOR BARRIER 2 - #4 CONT. °I MID -DEPTH II I #3 TIES AT 16" • — J C/C 2 - #1 TOP AND BOTTOM (o" CARTON FORMS - •- -•- -- •- - - - -•- �r UNDISTURBED SOIL COMPACTED FILL REFER #5 AT 12' FOUNDATION GENERAL NOTES 5._0.. WAY TOF AND GEOTECH REPORT FOR ADDITIONAL INFO. 09 FUTURE LIFT SUPPORT SLOPE 1/4" PER FO RE AF H SITE PAVING PROVIDE LLH 2X1 REFER CIVIL. 112X1/4 EMBEDDED ANGLE WITH 1/2" D 1 N H6A'5 AT 12" O.C. FINISHED GRADE REFER CIVIL I I I VAPOR BARRIER 2 - #4 CONT. I I• •I MID -DEPTH #3 TIES AT 16" C/C 2 - #-1 TOP A BOTTOM (o " CARTON FORMS f7 13 SECTION OG SECTION N ARCH WALL PROVIDE 5YNCO FLAX ---- - - - - -- _ CONT. WATERSTO - dJ • • .............. II I II I I F.F. = II 1�0 -0" 98 _ _ _ _ _ _ _ _ _ II' °I VAPOR BARRIER 2 - #4 CONT. • ° II T I MID -DEPTH ......... lie #3 TIES AT 12" C/C EACH BOTTOM MEMBRANE I I WATERPROOFING AND DRAINAGE PLANE COMPOSITE. REF ARCH 3 - #5 TOP AND BOTTOM 1' -all `— 6 " CARTON FORMS O SECTION 1 1 /2 "X1 1/2" S" NOTCH AT METAL PANEL I I• FINISHED GRADE 06 1 REFER CIVIL •I I• - e .I I• N II #4a�6" O.G. CONT. HO •I I• WITH #5 DOWELS aal2" O C F.F. or PROVIDE SYNCO FL-E< Ir i • • • `4 CONT. WATERSTOP ICI_ ..... ...... IM I it VAPOR BARRIER IM I I IM I 2 - #4 CONT. WATERPROOFING MEM5RANE PROOFING l� •I MID -DEPTH N AND DRAINAGE PLANE COMPOSITE. REF ARCH #3 TIES AT 16" C/C • _J 2 - #-1 TOP AND BOTTOM /o" CARTON FORMS I' -0" 03 SECTION N NOTE: REFER TO ARCH "L FOR LOCATIONS WHERE COLUMNS TO BE SAME DEPTH UP TO 9' A.F.F. PSI ASE fE AND ANCHOR BOLT ONFIGURATION BY METAL BUILDING UPPLIER. FOR ANCHOR BOLTS, E 05/53.1 I_ II 11 • • - I II II _ _ •I • II II � . . VAPOR BARRIER �I III II III II REFER TO PLAN I I II II — a — —o 4 03/53.1 FOR I SLAB AT COLUMN 2 - #4 CONT. — — MID -DEPTH _ J ' #3 TIES AT 16" C/C 2 - #- TOP AND (o" CARTON FORMS BOTTOM GRADE BEAM BEYOND 07 SECTION all ROUT FILL 1 ST POUR 2 ND POUR 1/4" TOOLED JOINT 500/. OF REINFORCING FILL W /JOINT SEALANT CONTINUOUS ACROSS REF. SPECS. JOINT. 3/4" x 1 1/2" FORMED KEY 04 TYPICAL SLAB CONSTRUCTION JOINT COLUMNS BEAR AT FIN. FLR. ELEVATION - TYPICAL, UNO N J 1 - #6 VERTICAL / \ EACH CORNER Z Q w t - -- -- -� —I-- --I— - - - - - -- II II OS SECTION N —I 3 - #3 TIES AT 3" C/C AT TOP AND BOTTOM AT 12" C/C MAX. FINISHED GRADE REFER CIVIL — •I I• I •I� I• .I •IN I• PROVIDE #5 DOWELS AT CMU REINF. SPA. EL 100' -00" #406" O.G. CONT. HO •I I• WITH #5 DOWELS e12" O.G. F.F. EL. 98' -00" SLOPE 1/4" PER FO PROVIDE SYNCO FL `Q cfJ RE A H CONT. WATERSTOP I II I — — SITE PAVING PROVIDE LLH 2X1 REFER CIVIL. 1 /2X1 /4 EMBEDDED 11 I ° ANGLE WITH 1/2" DIA 3 # I I I VAPOR BARRIER ` HSA'S AT 12" O.C. 2 - #4 CONT. III I i 2 - #3 11 AT 16 " C/C �— — — �— MID -DEPTH MATCH GRADE BEAM -� - - -- i - - - -- TIE SPACING BELOW I I . I� - -� 0 MEM5RANE ,I- _- - - - - - - FINISHED GRADE I I II tt WATERPROOFING �I' • • GRADE BEAM REFER CIVIL I I I VAPOR BARRIER AND DRAINAGE PLANE BEYOND. SEE COMPOSITE. REF ARCH II I 03/53.2 REINF. _ I I I 2 - #4 CONT. CONT. 8 i i° °I MID -DEPTH #3 TIES AT 12" C/c II• • #3 TIES At 16" • — J C/C • • 2-#1 TOP A BOTTOM 3 - #g 6" CARTON FORMS TOP AND BOTTOM (o CARTON FORMS 1' -5 1/2" 11 SECTION 12 SECTION 3/411=11-011 3/411=11-011 REF PLAN 5' -0" MINIMUM REFER PLANS FOR TYPICAL SLAB REINF. 1/2" COMPRESSIBLE FILLER CONT. TYP. 3/4 "4>X1' -4" SMOOTH DOWELS AT 16" C/C SITE PAVING REFER (GREASE AND CAP #5 AT 10" C/C TOP ARCH'L. ONE END) AND BOTTOM SLOPE TOP OF SLAB 1 /4 "/FT. 100'_0" VARIES % • • • EMBED - -- — � - - - -- -- - - _— _ —_ —_ -- _ _ --- - - - - - DED HOOK • C • — — — — c!� BY OTHERS • ------ �'----— -- •- - - -• -- — •-- - -• - -- - 61 '-- -' - - -• 2 - #5 CONT. TOP %D Q AND BOttOM #4 AT 12" C/C TOP I I I FOR REINF., m AND BOTTOM TEMP. I• I •I SEE 02/53.2 - 21-011 N 1 -0 STEEL STAGGERED I I I N #5 AT 12" C/C EACH lie REFER 05/53.028 I I WAY TOP AND BOTTOM FOR ADDITIONAL INFO. L J (o " CARTON FORMS 14 SECTION GOND ITION AT DOOR STOOP OVERHANG 15 SECTION F.F. = 100' - 0" 3/411=11-011 NEW CMU WALL PROVIDE #5 AT 8" C/C VAPOR BARRIER I I I II I I I 2 - #4 CONT. °I MID -DEPTH I I I II I #3 TIES AT 16" -- �__ —� -- L_ • C/C 2 - #-1 TOP AND 2 - #S TOP AND BOTTOM BOTTOM #3 STIRRUPS AT 12" C/C 6" CARTON FORMS 16 SECTION 0 0 N N F.F. _ 98' - 0" 00 0 100 ° /a BUILDING CONSTRUCTION DOCUMENTS -PHASE B .-: U LL CC) B O o 1'- -1II O L0 LL JU 0 W ID COLUMNS BEAR AT FIN. FLR. ELEVATION - TYPICAL, UNO N J 1 - #6 VERTICAL / \ EACH CORNER Z Q w t - -- -- -� —I-- --I— - - - - - -- II II OS SECTION N —I 3 - #3 TIES AT 3" C/C AT TOP AND BOTTOM AT 12" C/C MAX. FINISHED GRADE REFER CIVIL — •I I• I •I� I• .I •IN I• PROVIDE #5 DOWELS AT CMU REINF. SPA. EL 100' -00" #406" O.G. CONT. HO •I I• WITH #5 DOWELS e12" O.G. F.F. EL. 98' -00" SLOPE 1/4" PER FO PROVIDE SYNCO FL `Q cfJ RE A H CONT. WATERSTOP I II I — — SITE PAVING PROVIDE LLH 2X1 REFER CIVIL. 1 /2X1 /4 EMBEDDED 11 I ° ANGLE WITH 1/2" DIA 3 # I I I VAPOR BARRIER ` HSA'S AT 12" O.C. 2 - #4 CONT. III I i 2 - #3 11 AT 16 " C/C �— — — �— MID -DEPTH MATCH GRADE BEAM -� - - -- i - - - -- TIE SPACING BELOW I I . I� - -� 0 MEM5RANE ,I- _- - - - - - - FINISHED GRADE I I II tt WATERPROOFING �I' • • GRADE BEAM REFER CIVIL I I I VAPOR BARRIER AND DRAINAGE PLANE BEYOND. SEE COMPOSITE. REF ARCH II I 03/53.2 REINF. _ I I I 2 - #4 CONT. CONT. 8 i i° °I MID -DEPTH #3 TIES AT 12" C/c II• • #3 TIES At 16" • — J C/C • • 2-#1 TOP A BOTTOM 3 - #g 6" CARTON FORMS TOP AND BOTTOM (o CARTON FORMS 1' -5 1/2" 11 SECTION 12 SECTION 3/411=11-011 3/411=11-011 REF PLAN 5' -0" MINIMUM REFER PLANS FOR TYPICAL SLAB REINF. 1/2" COMPRESSIBLE FILLER CONT. TYP. 3/4 "4>X1' -4" SMOOTH DOWELS AT 16" C/C SITE PAVING REFER (GREASE AND CAP #5 AT 10" C/C TOP ARCH'L. ONE END) AND BOTTOM SLOPE TOP OF SLAB 1 /4 "/FT. 100'_0" VARIES % • • • EMBED - -- — � - - - -- -- - - _— _ —_ —_ -- _ _ --- - - - - - DED HOOK • C • — — — — c!� BY OTHERS • ------ �'----— -- •- - - -• -- — •-- - -• - -- - 61 '-- -' - - -• 2 - #5 CONT. TOP %D Q AND BOttOM #4 AT 12" C/C TOP I I I FOR REINF., m AND BOTTOM TEMP. I• I •I SEE 02/53.2 - 21-011 N 1 -0 STEEL STAGGERED I I I N #5 AT 12" C/C EACH lie REFER 05/53.028 I I WAY TOP AND BOTTOM FOR ADDITIONAL INFO. L J (o " CARTON FORMS 14 SECTION GOND ITION AT DOOR STOOP OVERHANG 15 SECTION F.F. = 100' - 0" 3/411=11-011 NEW CMU WALL PROVIDE #5 AT 8" C/C VAPOR BARRIER I I I II I I I 2 - #4 CONT. °I MID -DEPTH I I I II I #3 TIES AT 16" -- �__ —� -- L_ • C/C 2 - #-1 TOP AND 2 - #S TOP AND BOTTOM BOTTOM #3 STIRRUPS AT 12" C/C 6" CARTON FORMS 16 SECTION 0 0 N N F.F. _ 98' - 0" 00 0 100 ° /a BUILDING CONSTRUCTION DOCUMENTS -PHASE B JOHN JACOB CLICK 110 9 N H (D cc,, ov � uo wQ U) O� Z� XMZZ F Z L F W m WcoNCncoo120 _U ZIW -- < J� D Q N W J U M cA 0 a. F- U C� =1m .J I` U o .-: U LL CC) B O o w N oo � W0 =Uo O L0 LL JU W ID a < Q N cn b 0 J H a U) p� J O r O LL 0. Z w o O �C/) Lu w _ wV ' V) -q a Z� �, ao, "3 O U co 3aZI L0 u, W co Q ~ .4 JOHN JACOB CLICK 110 9 N H (D cc,, ov � uo wQ U) O� Z� XMZZ F Z L F W m WcoNCncoo120 _U ZIW -- < J� D Q N W J U M cA 0 a. F- U C� =1m .J I` U o .-: U LL CC) B O o w N oo � W0 =Uo O L0 2 N JU W ID CD < Q N Q b 0 J H a U) p� J O r O LL 0. O LL 2 U LU AV • IC EE ti 0 O J @ z H M:W LU mU w m 0 w O cj� Of z Lu z z d Lu co o- O U Q w 2E U co ? 0 0 U m z w Q 0 V Z Z O a_ z w N >- ti W W (� O J H a U) p� J O Z W Mw -i Nz —j LL 0. w M J D COD � 110 z1o�� AV • IC w w Q 0 z O w IY O z S3.2 TYPICAL SECTIONS AND DETAILS BRICK LINTEL SCHEDULE MASONRY OPENING STRUCTURAL STEEL MEMBER MIN. END BEARING UP TO 5' -11" SEE DETAIL BELOW S" 6' -0" TO _1' -1111 SEE DETAIL BELOW 8" S' -0" TO 9' -11" SEE DETAIL BELOW 811 10' -0" TO 13' -6" SEE DETAIL BELOW 12" 6' -O'I TO 9' -1111 12" X 16" BOND BEAM 2 - # 5 NOTE: LINTELS TO BE GALVANIZED U.N.O. ON ARCH'L. BRICK — L6X4X5/16 1/ NOTE: PROVIDE 3/4" DIA. PLUG WELD TO EACH ANGLE AT MID -SPAN AS CLOSE L3 1/2X2 1/2 TO HORIZONTAL LEGS X5116 AS POSSIBLE AT OPENINGS GREATER THAN S' -0'' 3/8" 4" 2 1/21 LOOSE LINTEL DETAIL ELEVATION 01 LOOSE LINTEL SCHEDULE N.T.S. KNOCK OUT BEAM SCHEDULE KNOCK OUT BEAM (WXD) REINF. 8" X 8" KNOCK OUT BEAM 2 - # 5 12" X 8" KNOCK OUT BEAM 2 - # 5 NOTE: I. FILL KNOCK OUT BEAM WITH GROUT PER SPECS. 2. KNOCK OUT BEAM REINFORCING TO BE CONT. THROUGH CONTROL JOINTS AT ROOF, LAP 30 BAR DIA. AT SPLICE LOCATIONS. (NO MORE THAN 50% OF REBAR TO BE SPLICED At ONE LOCATION) 811X8" KNOCK OUT BEAM 121'X81' KNOCK OUT BEAM TYPICAL MASONRY 06 KNOCK -OUT BEAM SCHEDULE N.T.S. FEE FD VE fR IF. THIS PORTION OF EXIST. MASONRY TO REMAIN AT SECTION 04 (12" MASONRY WALL): L5X5X5116 EA. SIDE OF OPENING WITH 1/4" CONT. PLATE AT TOP OF OPNG. PROVIDE S" MIN. BEARING AT EACH END OF LINTEL IXXXXXxxxx"l TOP OF MASONRY OPNG. REFER ARCH'L. 3/16 v TYP. V /4" CONT. AT EXIST. MASONRY BEYOND - REMOVE ALL LOOSE MORTAR AND RE -POINT JOINTS PRIOR TO CUTTING OPENING AND INSTALLING NEW LOOSE LINTEL CONTRACTOR SHALL ADEQUATELY BRACE, SHORE AND SUPPORT ALL EXIST. MASONRY AT ALL TIMES DURING INSTALLATION OF NEW STEEL LINTEL BLOCK LINTEL SCHEDULE MASONRY OPENING LINTEL BEAM (W X D) REINF. (T & B) UP TO 5'4" 8" X 8" BOND BEAM 2 - # 4 6' -O" TO 9' -11" 8" X 16" BOND BEAM 2 - # 5 # 5 ALTERNATE NOOK DIRECTION O UP TO 5'4" 12" X S" BOND BEAM 2 - # 5 6' -O'I TO 9' -1111 12" X 16" BOND BEAM 2 - # 5 ACCORDING TO THIS SCHEDULE. Z (o2 �� Z 6" X XX" BOND BEAM X SEE SCHEDULE 8" X XX" BOND BEAM X J z.. 1 BAR PER CELL 2 BARS PER CELL 3 AT 32 C/C 18" Z I. UNLESS NOTED OTHERWISE ON PLAN, PROVIDE 24" 31" # 5 ALTERNATE NOOK DIRECTION O LINTELS OVERALL OPENINGS IN MASONRY WALLS 3(0 Z # -1 4211 cf� ACCORDING TO THIS SCHEDULE. Z (o2 �� Z SEE SCHEDULE CONTROL JOINTS SHALL OCCUR AT 30' -0" C/C (MAXIMUM) OR AS SEE SCHEDULE TYPE CJE VINYLEX CONTROL 1 - #5 EACH SIDE OF CONTROL « FOR REINF SHOWN ON PLANS. JOINT SHALL BE CONTINUOUS FROM TOP OF FOUNDATION FOR REINF. JOINT OR DUR -O -WALL RAPID JOINT (TYP.) At 8" CMU . TO TOP OF WALL. CHORD STEEL SHALL PASS THROUGH JOINT WITHOUT 3. FILL ALL BOND BEAMS WITH GROUT PER SPECS. CONTROL JOINT rl NOMINAL NOMINAL 4. OPENINGS WIDER THAN 6'-O" SHALL HAVE THE FIRST z WIDTH A MASONRY CONTROL JOINT. VERIFY THE LOCATION OF ALL JOINTS WITH VERTICAL CELL EACH SIDE FILLED WITH GROUT TYPE "A" m w THE ARCHITECTURAL DRAWINGS PRIOR TO THE COMMENCMENT OF WORK. FROM FLOOR LEVEL TO THE LINTEL BEARING LEVEL. UJ TYPE "C" Z Z d Lu o- O U Q w UO m? 0 U Z 0 m Z_ SEE SCHEDULE Z FOR REINF. SEE ARCHITECTURAL DWGS ALL OTHER HORIZONTAL NOMINAL FOR SEALANT. MINIMUM REINFORCING SHALL STOP THICKNESS SHALL BE 1/2" HERE WIDTH EACH SIDE OF WALL. TYPE "B" # NOTES= z.. 1 BAR PER CELL 2 BARS PER CELL 3 AT 32 C/C 18" 23" I. UNLESS NOTED OTHERWISE ON PLAN, PROVIDE 24" 31" # 5 ALTERNATE NOOK DIRECTION 39" LINTELS OVERALL OPENINGS IN MASONRY WALLS 3(0 41 # -1 4211 5 4 11 ACCORDING TO THIS SCHEDULE. Z (o2 �� Z SEE SCHEDULE CONTROL JOINTS SHALL OCCUR AT 30' -0" C/C (MAXIMUM) OR AS 2. LINTELS TO BEAR A MINIMUM OF I" PER FOOT OF = "'oQ « FOR REINF SHOWN ON PLANS. JOINT SHALL BE CONTINUOUS FROM TOP OF FOUNDATION SPAN, S" MINIMUM. `4 cn ~ J M v=i O N . TO TOP OF WALL. CHORD STEEL SHALL PASS THROUGH JOINT WITHOUT 3. FILL ALL BOND BEAMS WITH GROUT PER SPECS. ti rl NOMINAL INTERRUPTION. CHORD STEEL LAPS SHALL NOT OCCUR WITHIN 4' -0" OF 4. OPENINGS WIDER THAN 6'-O" SHALL HAVE THE FIRST z WIDTH A MASONRY CONTROL JOINT. VERIFY THE LOCATION OF ALL JOINTS WITH VERTICAL CELL EACH SIDE FILLED WITH GROUT LU m w THE ARCHITECTURAL DRAWINGS PRIOR TO THE COMMENCMENT OF WORK. FROM FLOOR LEVEL TO THE LINTEL BEARING LEVEL. UJ TYPE "C" Z 02 TYPICAL CMU LINTEL SCHEDULE N.T.S. SECTION AT STEEL 14 LINTEL HEADER NEW OPNG.' 11/2" 1' -011 LG/L /I /'t Lf— FL /1"'1 JILL 1 I I I I�f'cL/ MAXIMUM ALLOWABLE LOAD OF- 500#. JOIST MANUFACTURER TO REVIEW JOIST FOR CONCENTRATED LOADS. TOP CHORD REINFORCEMENT 3/4" (11X6 3/4" EMBED HILTI NIT -HY -10 ADHESIVE 211MINIMUM ANCHORS u u u n n n 1" MIN WALL ELEVATION VERTICAL FACE OF GROUT FILLED CMU I. MIN EDGE DISTANCE OF 4" FROM CENTERLINE OF ANCHOR TO CLOSEST GROUTED EDGE. 2. ANCHORS MUST NOT BE INSTALLED IN OR WITHIN ONE INCH IN ANY DIRECTION OF A VERTICAL (HEAD) JOINT. ANCHORS LIMITED ONE PER CELL. ANCHORAGE RESTRICTED TO NON - SHADED AREAS. 03 MASONRY CONTROL JOINT N.T.S. 5/8" cPX5 5/8 EMBED HILTI NIT -HY -10 ADHESIVE ANCHORS 10" END DISTANCE PLAN TYPICAL MASONRY BAR LAP LENGTHS BAR SIZE 1 BAR PER CELL 2 BARS PER CELL # 3 18" 23" # 4 24" 31" # 5 30" 39" # (0 3(0 41 # -1 4211 5 4 11 # S 4S" (o2 �� Z w o O Lu Lu � w 8 �r WA *WHEN LAP SPLICE EXCEEDS 4' -0" THE LIFT MAY BE 0 INCREASED TO A COURSING DEPTH THAT COVERS ' THE SPLICE HOWEVER GROUTING LIMITATIONS PER <r u u T J n u u n u u J n BUILDING CODE SHALL BE FOLLOWED, INCLUDING 4 ur CLEANOUTS FOR GROUT POURS OVER 5' -0" IN HEIGHT N Q NOTE, VERTICAL STEEL SHALL BE FULL HEIGHT EACH SIDE OF OPENINGS. PROVIDE I� 4 DOWELS TO MATCH VERTICAL STEEL. HORIZONTAL STEEL SHALL BE m IN BOND BEAMS OR LINTEL UNITS OR BOTH AND SHALL PROJECT 2' -0" MIN. O BEYOND THE EDGE OF THE OPENINGS UNLESS NOTED OTHERWISE. CN TYPICAL MINIMUM REINF. 04 TYPICAL CMU WALL REINF. LAP SPLICE 05 AT WALL OPENINGS N.T.S. N.T.S. 2' -011 iL TYi" 1 - #5 EA. SIDE OF INTERIOR 2,��I - #5 MIN. WI} 2' -0" MI I h-, 2 - #5 EAOJECTIO OPNG- FULL HEIGHT OF AT ACH SIDE OPENIN P.) I WALL EACH CMU U.N.O. H SIDE OF EXTERIOR OPNG. U.N.O. NO CONTROL JOINT SHALL BE LOCATED CLOSER THAN 2' -5" FROM ANY OPENING. #4 DOWELS _ 24" 11 11 -011 11_/J 11 1 -O 11-011 #4 DOWELS = 24" SC/ AT 16" C/C �4 #5 AT 12" C/C TOP AT III C/C m #5 AT 12" C/C TOP AND BOTTOM CONT. AND BOTTOM CONT. IN SLAB SPAN ly IN SLAB SPAN 2 - #4 CONT. DIRECTION 2 - #4 CONT. DIRECTION 4�7 r 101 -011 1 4 I \Z# •; j`:' I # ' U 4 AT 12" C/C TEMP. . STEEL (ALTERNATE STEEL (ALTERNATE TOP AND BOTTOM) TOP AND BOTTOM) 811X12" KNOCK OUT 8 "X12" KNOCK OUT BEAM WITH 2 - #5 CONT. BEAM WITH 2 - #5 CONT. 8" CMU GROUT ALL 8" CMU GROUT ALL CELLS FULL HEIGHT i '00_� CELLS FULL HEIGHT TOP OF GROUT - FILLED CMU 1. ANCHORS ARE NOT PERMITTED TO BE INSTALLED IN A HEAD JOINT, FLANGE, OR WEB OF THE CMU. 2. MINIMUM END DISTANCE OF 10 ". II #5 VERT. AT 8" C/C IN CENTER OF WALL I� OT ADHESIVE ANCHORS IN CMU WALL DETA N.T.S. i ROOF TOP UNIT i EXISTING JOIST TYP. `L2X2X1 /4 TYPI ONE JOIST SPACE DETAIL "A" ONE OR TWO JOIST SPACES SEE PLAN LOCATE DISTRIBUTION BRI DING At EACH END OF UNIT. BRIDGING MUST BE LOCATED AT JOI PANEL POINT. ONE JOIST SPACE I_ O TYPICAL JOIST REINFORCING 11 LAYOUT OF DISTRIBUTION BRIDGING EXISTING JOIST #5 VERT. AT 8" C/C IN 8" CMU GROUT ALL CENTER OF WALL 8" CMU GROUT ALL CELLS FULL HEIGHT CELLS FULL HEIGHT U N -� ARCH r_ —.� i I WALL II 4 I I DOWELS TO MATCH VERT. WALL REINF F.F. _ VAPOR BARRI 1 rI — — — — — — _ 9 O" 2 - #4 CONT. I l MID -DEPTH I — — — —IT- T- rI #3 TIES AT 12" I I I I I I •I #44T 12" C/C C/C I I I I I 3 - #5 TOP AND BOTTOM #4 AT 12 " C/ EDGE OF I I I I #3 TIES AT 12" BM 4 RE INF. L L _- - I C/C BEYOND - -- - -- MEMBRANE - #8 TOP AND WATERPROOFING BOTTOM AND DRAINAGE PLANE COMPOS6I,TFCFLR "All NTS OS SECTION AT BUNKER 3/4"=V-0" VERIFY SIZE AND LOCATIONS WITH MECH'L CONTR. TYP. 3 16 TYP. PLATE 114X4X4 TYPICAL REFER X FOR JOIST REINF. AT CONCENTRATED LOADS NOTE: USE THIS DETAIL FOR ALL ROOF PENETRATIONS WHICH CUT MORE THAN ONE RIB IN METAL DECK AND AT RTU CURB SUPPORTS. 12 TYPICAL ROOF OPENING I U N lY Lu 71 #3 DOWELS AT 16" C/C ALTERNATE HORIZ. 2411 4 LEG LEFT 4 RIGHT N - - - - - - - - - fill------ - L 3 - #S TOP DOWELS TO MATCH I I i AND VERT. WALL REINF. L I• I I I I BOTTOM I II ,I I• I I i l � #4 AT 12" C/C 1' -411 09 SECTION AT BUNKER 3/4"=I'-0` RTU CURB L WT4X9 TYPIC Vow I ♦_/HIV I II YI.Y I��/�./I !../L�..il\ WITHIN CONFINES OF RTU DUCT OPENING ANGLE L4X4X1 14 AT ROOF OPENINGS X9 TYPICAL AT CURB 13 TYPICAL UNIT SUPPORT PLAN N,_ Nf5 N.T= 100 ° /a BUILDING CONSTRUCTION DOCUMENTS - PHASE B d — — — L — — — — — — — — — — — J o L4X4X1 14 TYPICAL cr w0 PLATE 114X4X4 TYPICAL REFER X FOR JOIST REINF. AT CONCENTRATED LOADS NOTE: USE THIS DETAIL FOR ALL ROOF PENETRATIONS WHICH CUT MORE THAN ONE RIB IN METAL DECK AND AT RTU CURB SUPPORTS. 12 TYPICAL ROOF OPENING I U N lY Lu 71 #3 DOWELS AT 16" C/C ALTERNATE HORIZ. 2411 4 LEG LEFT 4 RIGHT N - - - - - - - - - fill------ - L 3 - #S TOP DOWELS TO MATCH I I i AND VERT. WALL REINF. L I• I I I I BOTTOM I II ,I I• I I i l � #4 AT 12" C/C 1' -411 09 SECTION AT BUNKER 3/4"=I'-0` RTU CURB L WT4X9 TYPIC Vow I ♦_/HIV I II YI.Y I��/�./I !../L�..il\ WITHIN CONFINES OF RTU DUCT OPENING ANGLE L4X4X1 14 AT ROOF OPENINGS X9 TYPICAL AT CURB 13 TYPICAL UNIT SUPPORT PLAN N,_ Nf5 N.T= 100 ° /a BUILDING CONSTRUCTION DOCUMENTS - PHASE B d U- p o w BOO O o LL cr w0 =U-) U o a ?U .ti vs W W (� D N Q Q of LL 0. Z w o O Lu Lu � w ' _ �U "'oQ Z�Lu ao C63 O V^' ��C3 LO Lu a ne ca Q cn ~ J M v=i O N JOHN JACOB CLICK :. 9 f# '* N It H o ov z� � -o LL O� D ti wQ U) O- Z0- Xcc)zb F5 Z s H W m cnN w Cno"o�on _UZIw --��QU _JcqDQw_j UMcn0d1--U IC .J co U- p o o U BOO o W N o cr w0 =U-) U o 2 N ?U .ti � O W W (� Q N Q Q of LL 0. cMJO O AT AV IWO ,` a- O W ti rl C) O J z U LU m w �� m UJ O Z Z d Lu o- O U Q w UO m? 0 U Z 0 m w Q 0 V Z Z O Z �HZ m QO w N ��„ ti W W (� O J ~ a U) W j Z W Mw_j NZ-j LL 0. cMJO � r r \� //� AT AV IWO ,` W w Q 0 Z _O U) NW LL O Z S3.3 TYPICAL SECTIONS AND DETAILS ROOF PLAN NOTES: 1. FINISH ROOF ELEVATION = REF ARCH 2. SUPER STRUCTURE OF BUILDING TO BE DE51GNED AND SUPPLIED BY METAL BUILDING MFGR CONTRACTOR TO COORDINATE THE REQUIREMENTS OF ANY ITEMS. 3. ALL NEW MECHANICAL UNITS WEIGHTS AND DIMENSIONS TO BE VERIFIED WITH FINAL PURCHASED UNITS. NOTIFY FOR PRIOR TO INSTALLATION OF ANY DIFFERENCES FROM PLAN 01 N.T.S. CONTR GTOR TO VERIFY PAN, 0 DEPTH ND S ACIN(3 OF 2 ao N EXISTIN JOTS S. 0 ROOF FRAMING PLAN 0 :2) IN IN IN J 100% BUILDING CONSTRUCTION DOCUMENTS -PHASE B U LL p O 0 LL O 0 Ln 2 ao N Lu d = U o LU ti 0 J N Q v- W o 0 r to o a �, a Lu Z0�3 0 o ceN�"63 cn ,0wa� 6� M~ J 4 m Q M O O N 0 :2) IN IN IN J 100% BUILDING CONSTRUCTION DOCUMENTS -PHASE B JOHN JACOB CLIC K 7-!II it N V [ O p V z J C O LL Lu Q u, o� Lu Qozo Zzo��wm wcco F�C co �0 co _ H U z Q Q U_ �n J CN X J N Q W J Uco(n0dHU C..) C U LL p O 0 LL O 0 Ln 2 ao N Lu d = U o LU ti 0 J N Q Z W o 0 �U to o a �, a Lu Z0�3 0 o ceN�"63 cn ,0wa� w cx M~ J 4 m Q M O O N JOHN JACOB CLIC K 7-!II it N V [ O p V z J C O LL Lu Q u, o� Lu Qozo Zzo��wm wcco F�C co �0 co _ H U z Q Q U_ �n J CN X J N Q W J Uco(n0dHU C..) C V Z Z o Q _ m Qp w N H > Cl) H W W Q Lu x 2 C, ®a v6 �JZ>W i Q o W N Z J LL a. �� JAOO Z �\ � pq LLJ 0 U LL p O CD C,J O 0 Ln 2 ao N Lu d = U o LU ti O Q N Q 0 fY L ry � O < U LL LU tin 0 O J z N � � O } Co U LU LLJ C� m 0 0 Z Z a- O U Q w 2i Um?a o U m z V Z Z o Q _ m Qp w N H > Cl) H W W Q Lu x 2 C, ®a v6 �JZ>W i Q o W N Z J LL a. �� JAOO Z �\ � pq LLJ 0 z O U) Lu 0 z S4.0 ROOF FRAMING PLAN Z5 A2.1B KEYNOTES YA21 2 0220.06 EXISTING CONCRETE CURB 0� 0220.36 EXISTING DOOR AND FRAME v - - - - - - - - - 0220.55 EXISTING BOLLARD ; 12 B' ^ �� 4 A' 0220.59 EXISTING CONCRETE STAIR /`1 A1.2B l 0220.60 EXISTING ELECTRICAL PANEL 10219, 0330.12 0330.12 0240.34 f 0220.66 EXISTING MILLWORK ^ OF , <1 6" 12' - 0" 12'-0" L3'- / 0220.67 EXISTING MODIFIED BITUMEN ROOFING / SYSTEM 0712812017 c 201B 201C �,I /� 1 0220.69 EXISTING FLOOR DRAIN L 0220.70 EXISTING SINK ih T7� 0220.71 EXISTING STORAGE 0220.72 EXISTING DOOR AND FRAME \� 0220.73 EXISTING WASHING MACHINE OUTLET BOX r I r - 0240.33 \ \� 0240.15 REMOVE EXISTING STUD WALL O \� 0240.16 REMOVE EXISTING DOOR AND FRAME LL 0240.18 REMOVE EXISTING MILLWORK d I I I I N 0240.34 / 0240.20 REMOVE PORTION OF EXISTING WALL M / 0240.29 REMOVE EXISTING HANDRAIL AND PATCH 0 N 0240.30 // / 1 PENETRATIONS IN CONCRETE STAIR 4 0240.30 REMOVE EXISTING SITE WALL Z o O - - - 6M NAND TRAILI / // 0240.31 REMOVE EXISTING FLOORING (RE: FINISH � PLAN FOR EXTENT) LU F- u 0240.32 REMOVE EXISTING CEILING TILE Z > h 4 0240.33 REMOVE AND RELOCATE EXISTING o m 1 - - I \\ ELECTRICAL JUNCTION BOX, CONDUIT, AND 0 U � w a h 2750.04 2 / \ / I I WIRING TO SERVE RELOCATED LIGHT L4 Cie \ / FIXTURE Lo � a m V) \ / 0240.34 REMOVE AND RELOCATE EXISTING LIGHT POLE J SWAT I 1 0240.35 REMOVE EXISTING BOLLARD. PATCH CONCRETE TO MATCH ADJACENT FINISH 1 0240.37 REMOVE PORTION OF EXISTING CONDUIT 2011 1 M 3 A2.1 B / /j / / I I IMPACTED BY DEMOLITION. PROVIDE NEW CONDUIT AS REQUIRED AND RE -ROUTE BOTH WIRING AND AROUND NEW BUILDING ` 2630.02 // I TO MAINTAIN SERVICE 2620.12 // 0240.38 REMOVE EXISTING CARD READER AND ENLARGED P LAN 1 1 I I INDICATED IN ELEC.//SECURITDYDRAW DRAWINGS 5'-6" 7'-1011/2" 11 /4" 3 1 /4" = 1' -o" - - - J 0240.35 1 0240.30 I 1 0- 0240.39 REMOVE PORTION OF EXISTING MILLWORK ' ► a D - I I I TO ACCOMODATE TAS CLEARANCE FOR NEW PLAN TRUE 3 I I I DOOR. PROVIDE NEW MILLWORK END PANEL NORTH NORTH 0550.33 I 1 0240.33 TO APPEAR NEW 0 5' 10' 20' 2 1 1040.03 FA2.B 1 � 1 0240.38 i 0330.10 CONCRETE STAIR 0330.12 CONCRETE BOLLARD 203 DA A6 202 I 1 0240.20 1 i 0550.33 METAL LADDER 0640.59 HARDWOOD VENEER FULL HEIGHT CABINET 9 10 $TO El i`V I I I I WITH DOUBLE DOORS 9' - 10" 6 6 SWA 204 BUNKER `� 1 1 0640.65 STAINLESS STEEL AND QUARTZ DESK 11 11" A2.1 B , LOCKERS 202 r izi I 0890.05 CLOTHES DRYER VENT WITH FLAP. .. A 203 204 0220.55 I I ENLARGE PENETRATION OPENING AT 1 11 11 WALL /ROOF TO ACCOMODATE SIZE E1 1 1020.47 PHENOLIC CHANGING ROOM BENCH A1.1 B I 1 2 I 3 4 5 6 7 A6 I I 1040.03 FIRE EXTINGUISHER AND SEMI - RECESSED ° 3210.30 G2 X ' g - I CABINET .. ...........................� ° °� - - 4, .................... 1 1050.13 METAL PERSONAL STORAGE LOCKER 0330.10 0 "O I _ I i I 1050.13 iv 0240.37 i i � 1050.14 LOCKER BOXED END PANEL 0240.29 205A 1040.03 � 0240.35 1 1 1050.15 LOCKER FINISHED BACK PANEL 1130.13 STACKED WASHER/DRYER N 0220.67 I 1 1230.23 STAINLESS STEEL TABLE (30 X 72 ) 0 1230.23 BIKE / - �� - ` J - PATROL I 1 2620.12 ELECTRICAL PANEL (RE: ELECTRICAL) l I 1 2630.02 ELECTRIC GENERATOR TRANSFER SWITCH cm 0220.36 ° 205B rJ 205 r I 1 2750.04 WALL MOUNTED TIME CARD READER 0330.12 0 1 1 3210.30 REQUIRED) (RE: CIVIL) GUTTER AS N ° 3210.40 A1.2B A6 ) ( ) N �_ _ 3210.40 DRY SUMP: 12" DIA. REINFORCED CONCRETE 0330.12 PIPE (4' DEEP) WITH FREE DRAINING GRAVEL. 5 PROVIDE COMPRESSIBLE FILLER AT PAVING 206A TRANSITION. 040.03 30 2 ENLARGED PLAN LINE OF - 41 /4" = 1' CANOPY I r 1 c ► a D ABOVE 0 11 PLAN TRUE NORTH NORTH N 0330.12 206B I VEHICLE N I N L 0220.06 0 5' 10' 20' N I INSPECTION I o240.3o I I Z � 1 206 1 �� co 0220.36 p Z o r, -- -L -- -� V CV U In G 0240.29 i = 00 a V 0220.59 1 V N 7 4 7 - - - - - -- - - -- _�� Q 1 3.1 B 4 .1B A5.1 B G4 O II U- LAUNDRY - - -- 0220.71 a> 106 1130.13 �I 1 1 2 4 103B 5 7 8 1 1 PATTERN DESCRIPTION > m 18" N � 0220.72 0220.69 85 CLEAR 1050.14 p J I 1020.47 9 ' EXISTING TO REMAIN N O Z 0220.70 84 0240.15 @ Z F- 10 n n V 0220.71 EXIST TO '83 91 14 I 1 = � � w WxD V�D 0220.73 I REMAIN 1050.13 11 m 0890.05 '82 90 15 12 ul 0240.15 u1 _ _ _ DEMOLITION Z Z CL 0 0 81 89 16 13 CL 0 Q w 3 80 88 17 0240.31 I 20 n 0240.32 n OV m 0 0 V m 79 87 18 I � NEW WALLS 21 I 1 I .78 1050.14 0240.15 I 86 19 22 EXIST TO 1 11 JAILLAUNDRY M 'S RR �`, J 1020.47 ADA 23 RE AIN 0220.6 0240.16 u C\ • • 1HR FIRE WALL 5 ► a D 1 /4.. = 1' -�" 105 I o 1040.03 24 0240.3 0 - PLAN TRUE _ NORTH NORTH = 0 4' 8' 16' co 64 6 66 77 1 5' -1- / L / / 1 z Z z �- RMASTE 104 1050.13 26 1 _ 0220 0240.20 1 2 LOCKERS a o 2 � I 104 I 1050.15 28 I � I I 1 0240.16 I 1 m a W Z 58 9 60 61 2 63 MEN'S 8 8 Vf 11"' � a 29 A3.1B 0240.15 A3.1B NEW METAL H Lu L m Xi LOCKER 73 ROOM- 72 30 11 1 - - - i 11 LOCKER W V H Q 31 > Lu �.2 Al 1020.47 71 32 102047 � - - - - - - - - � J Q �„� � MEN'S LOCKER ROOM: Q O = � I 7 6 55 54 3 52 70 0240.31 C\ K Q 2 T TO 69 33 0240.32 0240.18 81 LOCKERS - 24" X 24" LL � � M u_ 0. H. AIN 8 7 48 49 0 51 4 DESIGNATED AS HANDICAP ACCESSIBLE I 0240.15 TOTAL: 85 LOCKERS ,��// Frl 68 34 `/ 4' - 0" 46 � 1020.47 35 � /� 45 - - 7 - 1 EXI T TO �� _ - - - - - � 1 WOMEN'S LOCKER ROOM: 1050.15 RE AIN 20 LOCKERS - 24" X 24" Z W M NS RR 44 Al �C 1020.47 37 0640.59 1 I 0220.66 i 102 X1 '3 42 41 0 39 38 1 DESIGNATED AS HANDICAP ACCESSIBLE ����` C\ TOTAL: 21 LOCKERS I g - a- - - - 7..0„ ' -71/ 5' -0" 5'_1��0 SWAT LOCKER ROOM: 1020.47 ADA CLEAR 1 0240.20 6 - 1 DESIGNATED AS HANDICAP ACCESSIBLE �\ 105015 1020.47 1050.15 Al 0240.310 1 U � 10 LOCKERS - 24" X 30" A5.2B 21 11 10 EN 3A 8 0240.32 - 2� 1 TOTAL: 11 LOCKERS 0240.31 � A5.2 3 `;' 1 A5.2B LO E 101 A5.2 4 w 20 12 g 1 Al 0240.15 \ 0240.32 R M A5.2B 19 13 8 101 2 4'-8" ENTRY 0240.16 I 5 18 10 0.13 14 7 3 1 1 0220.36 A5.2B Al 17 16 15 Al 6 5 4 ►� �� KEY PLAN I i i i Al 0640.59 i 0640.65 Z -J KK L M K L M 0 Lu - 2 � Lu (A:5-2B DEMOLITION NOTE: REMOVE EXISTING JAIL DESK. LOCATE NEW DESK OVER PREVIOUS LOCATION. VERIFY LOCATION WITH ARCHITECT IN THE FIELD. \ 1 0 FIRST FLOOR DEMOLITION I I B OD JAIL COUNTER � OD FIRST FLOOR PLAN - PHASE B OD PLAN- PHASE B 6 1 /4" = 1' -0" 2 1 /8" = 1' -0" 1 /8" = 1' -0" PLAN TRUE PLAN TRUE PLAN TRUE NORTH NORTH NORTH NORTH NORTH NORTH 0 4' 8' 16' 0 4' 8' 16' 0 4' 8' 16' FIRST FLOOR PLAN � H SERIES NONCOMBUSTIBLE NO FIRE RATING AVAILABLE 06� 10.29 @ SWAT GARAGE (UP TO 8' -0 ") 0980.03 0920.04 0920.07 0930.01 0920.42 0920.26 @ WALL TILE -7E SERIES NON COMBUSTIBLE PLAN VIEW 0420.02 0420.14 0360.03 (RE: STRUCTURAL) 0930.01 ( @TILE) PTN TYPE CONCRETE MASONRY UNIT PART WIDTH STC STC PTN PART STUD PART W/ NOTES W/O TYPE WIDTH HEIGHT INSUL 0610.29 [El] 3 5/8" AT 16" O.C. 4 7/8" TO DECK INSUL INSUL X 3" SOUND ATT. INSUL. F 4" CANT 0750.14 PATCH AND REPAIR EXISTING ROOFING SYSTEM AS REQUIRED TO MATCH EXISTING. ZLu 1�1 3 5/8" AT 16" O.C. 4 7/8" 6" ABOVE PREFABRICATED EQUIPMENT SUPPORT X 3" SOUND CV COUNTERFLASHING 0920.04 CEILING 16" O.C. ATT. INSUL. 1�1 6" AT 16" O.C. 7 1/4" TO DECK 7/8" FURRING CHANNEL AT 16" O.C. X PLYWOOD @ 8' -0" HIGH WITH 0920.42 5/8" GLASS -MAT GYPSUM BOARD TO 6" A.F.F. 0930.01 CERAMIC TILE 0980.03 3 1/2" FIBERGLASS SOUND ATTENUATION GYPSUM BOARD ABOVE TO DECK -7E SERIES NON COMBUSTIBLE PLAN VIEW 0420.02 0420.14 0360.03 (RE: STRUCTURAL) 0930.01 ( @TILE) PTN TYPE CONCRETE MASONRY UNIT PART WIDTH PART HEIGHT STC NOTES W/O W/ W/ NOTES W/O TYPE WIDTH INSUL INSUL 0610.29 [El] 8" CMU 7 5/8" 10' -0" INSUL X L�lMATCH 4" CANT X] SERIES NON COMBUSTIBLE METAL STUDS 0980.03 EXISTING NEW z NEW Q EXISTING Y77� NOTE: FOR FIRE RATED WALLS AT SWAT GARAGE REFER TO SHEET G1.4B PARTITION TYPES NOT TO SCALE GENERAL NOTES: A. PARTITIONS SHALL BE TYPE "Al" UNLESS OTHERWISE NOTED. B. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF OR FLOOR DECK ABOVE AND ALL JOINTS AND PENETRATIONS OF ACOUSTICALLY RATED PARTITIONS SHALL BE FILLED AND SEALED. C. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. D. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH E. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT /MOUNTING OF WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS. F. PROVIDE CEMENTITIOUS BACKER BOARD AT AREAS THAT ARE SCHEDULED TO RECEIVE CERAMIC TILE FINISH AND AT AREAS SO REQUIRED BY CODE. G. INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD SHALL CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. H. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO THE NOMINAL FINISH FACE OF GYPSUM BOARD. J. WHERE PARTITIONS AND /OR FURRING MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE THE FINISH IS STRAIGHT OR CONTINUOUS UNLESS OTHERWISE NOTED. L. PROVIDE STUD BRACING AT 4'- 0" O.C. STAGGERED IN ALTERNATING DIRECTIONS. BRACING SHALL ATTACH TO STUDS l'- 0" MAX. ABOVE CEILING. ROOF DETAIL 1 1/2 If = 1' -0" 0 4" 8" 16" NOTE: PROVIDE STRAPS AS REQUIRED AND FASTEN AT VERTICAL SURFACE. NO PENETRATIONS ALLOWED THROUGH TOP SIDE OF FLASHING CAP WILL BE ALLOWED. o3l ROOF DETAIL 1 1/2 If = 1' -0" 0 2' 4' 8' PLAN TRUE NORTH NORTH A PLAN DETAIL 0 4' 8' 16' B� I OD PLAN DETAIL 5 1/4" = 1' -0" PLAN TRUE - NORTH NORTH - MEN 0 4' 8' 16' �.J Ee 00 0 /� OD PLAN TRUE NORTH NORTH ROOF PLAN - PHASE B 1 1/8 it = 1' -0" KEYNOTES 0220.25 EXISTING STRUCTURE 0220.67 EXISTING MODIFIED BITUMEN ROOFING SYSTEM 0220.68 STC 0360.03 PTN PART STUD PART W/ NOTES W/O TYPE WIDTH HEIGHT 2X PRESSURE TREATED WOOD BLOCKING 0610.29 8' -0" HIGH 3/4" EXTERIOR GRADE FIRE EXISTING ADJACENT MATCH CONSTRUCTION AND FINISH EXISTING TREATED PLYWOOD (SANDED AND PAINTED) INSUL INSUL X L�lMATCH 4" CANT 0750.14 PATCH AND REPAIR EXISTING ROOFING SYSTEM AS REQUIRED TO MATCH EXISTING. ZLu NOTE: FOR FIRE RATED WALLS AT SWAT GARAGE REFER TO SHEET G1.4B PARTITION TYPES NOT TO SCALE GENERAL NOTES: A. PARTITIONS SHALL BE TYPE "Al" UNLESS OTHERWISE NOTED. B. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF OR FLOOR DECK ABOVE AND ALL JOINTS AND PENETRATIONS OF ACOUSTICALLY RATED PARTITIONS SHALL BE FILLED AND SEALED. C. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. D. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH E. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT /MOUNTING OF WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS. F. PROVIDE CEMENTITIOUS BACKER BOARD AT AREAS THAT ARE SCHEDULED TO RECEIVE CERAMIC TILE FINISH AND AT AREAS SO REQUIRED BY CODE. G. INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD SHALL CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. H. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO THE NOMINAL FINISH FACE OF GYPSUM BOARD. J. WHERE PARTITIONS AND /OR FURRING MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE THE FINISH IS STRAIGHT OR CONTINUOUS UNLESS OTHERWISE NOTED. L. PROVIDE STUD BRACING AT 4'- 0" O.C. STAGGERED IN ALTERNATING DIRECTIONS. BRACING SHALL ATTACH TO STUDS l'- 0" MAX. ABOVE CEILING. ROOF DETAIL 1 1/2 If = 1' -0" 0 4" 8" 16" NOTE: PROVIDE STRAPS AS REQUIRED AND FASTEN AT VERTICAL SURFACE. NO PENETRATIONS ALLOWED THROUGH TOP SIDE OF FLASHING CAP WILL BE ALLOWED. o3l ROOF DETAIL 1 1/2 If = 1' -0" 0 2' 4' 8' PLAN TRUE NORTH NORTH A PLAN DETAIL 0 4' 8' 16' B� I OD PLAN DETAIL 5 1/4" = 1' -0" PLAN TRUE - NORTH NORTH - MEN 0 4' 8' 16' �.J Ee 00 0 /� OD PLAN TRUE NORTH NORTH ROOF PLAN - PHASE B 1 1/8 it = 1' -0" KEYNOTES 0220.25 EXISTING STRUCTURE 0220.67 EXISTING MODIFIED BITUMEN ROOFING ES M-- - -- i------ EXISTING ROOF TO REMAIN PATCH AND REPAIR ROOFING AS REQUIRED AT NEW EQUIPMENT INSTALLATION EXISTING SLOPE/ DIRECTION EXISTING WALK PAD NEW WALK PAD KEY PLAN U E N-IF, 7oA I 70 il- OF 0712812017 G SYSTEM 0220.68 EXISTING ROOFTOP HVAC UNIT 0360.03 FILL WITH GROUT 0420.02 HORIZONTAL REINFORCING AT 16" O.C. a VERTICALLY 0420.14 8" CONCRETE MASONRY UNITS 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0610.29 8' -0" HIGH 3/4" EXTERIOR GRADE FIRE J TREATED PLYWOOD (SANDED AND PAINTED) 0750.01 ROOFING BASE FLASHING SYSTEM 0750.03 4" CANT 0750.14 PATCH AND REPAIR EXISTING ROOFING SYSTEM AS REQUIRED TO MATCH EXISTING. ZLu MAINTAIN EXISTING WARRANTY 0770.01 PREFINISHED METAL COPING SYSTEM 0770.07 PREFABRICATED EQUIPMENT SUPPORT 0770.08 EQUIPMENT CURB WITH GALVANIZED CV COUNTERFLASHING 0920.04 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 0920.07 6" METAL STUDS (20 GAUGE MINIMUM) AT 16" Cle O.C. 0920.10 7/8" FURRING CHANNEL AT 16" O.C. 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.42 5/8" GLASS -MAT GYPSUM BOARD TO 6" A.F.F. 0930.01 CERAMIC TILE 0980.03 3 1/2" FIBERGLASS SOUND ATTENUATION INSULATION 1330.15 PRE - ENGINEERED METAL ROOF 1330.17 6" PREFINISHED METAL GUTTER 2330.04 EXHAUST FAN 2370.02 ROOF -TOP CENTRAL HVAC UNIT (RE: m MECHANICAL) ES M-- - -- i------ EXISTING ROOF TO REMAIN PATCH AND REPAIR ROOFING AS REQUIRED AT NEW EQUIPMENT INSTALLATION EXISTING SLOPE/ DIRECTION EXISTING WALK PAD NEW WALK PAD KEY PLAN U E N-IF, 7oA I 70 il- OF 0712812017 G ce O z a I� N Q O V1 U J Z - Z Lu LL Q C/) V o ZLu Qo�L<u.3 OU cle Cm Q h LwJ W 0 � t: m<C z0�3 v 1 N Ln Z zX Q O J ~ pp Q W U 5; Z H m W m CW W G V H j Lu 0 C4 IX J Q M LL CL M LL �AWA Air � 4O G - W w w Q z I� (� Q O V1 U r O CV Z - Lu_ � LL Q N 1 r U >_ CV � Q J 1 Cle O O LL 3 z Lu w � m O 04 O Z) z z F_ U ~ w _ � m m z z Lu O cle > 3 v O� w C w Um a o o _ U m v 1 N Ln Z zX Q O J ~ pp Q W U 5; Z H m W m CW W G V H j Lu 0 C4 IX J Q M LL CL M LL �AWA Air � 4O G - W w w Q O N_ 1 w Cle O z Al 92B ROOF PLAN AND DETAILS PARTIAL ELEVATION 1 /8" = 1'_0" NORT _ROOF T.O.S. 115' - 0" WER F.F. SWAT 98' - 0" PARTIAL ELEVATION 1/8" = V -O" 0 4' 8' 16' T1A3l 2B 2" I� I I I I LOCKERS 203 BUILDING SECTION 1/8" _ V -0 0 4' 8' 16' C' ROOF T.O:S. 115' 0" 4LIDWERF.F.S TO. MASONRY TOR . 108' - 9" 204 WAT 98' - 0" Ll 1, II PARTIAL ELEVATION 1 1/8 "= u 5' 4' 3' z 1' T.O. MASONRY 108' - 0" FIRST F.F. SWAT 1001_0" \LOWER F.F. SWAT 98' -0" PARTIAL ELEVATION 1 /8" = 1' -0" BUILDING SECTION 1 8„ =1, -0„ 0 4' 8' 16' 3 A3.1 B 1 I 1 _ ROOF T.O.S. AL I T.O. MASONRY i1081-0" lio iEXISTING F.F. L _ FIRSTF.F.ISWAT 1001-01, OL LOWERF.F.S AT 98' - 0' 1 KEYNOTES 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4 ') 0810.04 HOLLOW METAL DOOR AND FRAME 0830.17 SECTIONAL DOOR 1330.15 PRE - ENGINEERED METAL ROOF 1330.16 PRE- ENGINEERED R -PANEL 3230.57 METAL PEDESTRIAN GATE {7 P f3 N 7o21a Py �9rF O f 07/28/2017 C i� O C7 Z im v U O Z a X p0 a Q O 3 N W m N Lu Ln V p[ > J W J a ^ Z w y 0 >-~ W V U ti Q O Q ZY— 3 �p�5m3 m x � � H N M N N g e am x 1 i� O C7 Z u v U 04 Z a X p0 Q O = N W m Lu Lu V Lu Ln V p[ > J W n a ^ U. a a LL W C 0 e w� W r` vi m g 09 O z z vU C Z pp O 1 Z V O UU 0 a W 3 m 0 V m x 1 C4 N V Z Z W fl Zx Q � Z a X W V Z Ix H m W m Lu Lu V Lu Ln a W Q0 ^ U. a a LL W _Fl, '4 e w� a 0 Z O W O z A2.16 EXTERIOR ELEVATIONS & BUILDING SECTIONS SECTION DETAIL 5 1 1/2" = 1' -0" SECTION DETAIL 6 1 1/2 If = 1' -0° 6' I 1330.15 D720.21 1330.01 0550.02 CLOSE OPENING� 0790.01 1 770.05 (SCORE • EXISTING • 0610.04 0790.08 r ' '' r� lip i I' E.1 0�_' -_ �._ I a k a EXISTING CONCRETE PAVING z Q O 0220.08 EXISTING CONCRETE SIDEWALK �- �i • -i 0220.25 ■ 3" MINERAL WOOL INSULATION (2.5 PCF) 0220.32 EXISTING CONCRETE GRADE BEAM 0310.05 RATED SEALANT/ t/1 H U ��■ CONCRETE SLAB (RE: STRUCTURAL) ASSEMBLY ■� CONCRETE GRADE BEAM (RE: STRUCTURAL) v '�� 0330.10 CONCRETE STAIR to 1 HORIZONTAL REINFORCING AT 16" O.C. 1330.16 I VERTICALLY �" : = 0420.14 =100740.2 vi cv 0420.27 4" SLOPED CONCRETE CAP WITH DRIP J oil �► �� �sccJMAP - -3 LOCKER Imals ROOM ■�■�■� 1 3] 10 r mlial 111111 � _: I 1. ■ .14 � �_ Iloilo 1�1�1 0550.11 0920.28 CLOSE OPENING WITH 1 HR FIRE RATED SEALANT/ ASSEMBLY 111.171>I'ii' 0920.07 EXISTING F.F. gk J 100' - 7 1 /4" FIRST F.F.LSWAT 1001-01, 0330.05 0725.01 0310.05 - 3120.01 4 - 7 �27_ 1 _!1' WALL SECTION 1 SWAT 201 1' 1330.15 0720.21 ROOF T.O.S. 115' -0" 17 1330.15 1330.06 1330.17 0740.28 0760.06 T.O. MASONRY dk 108'- 0" C° LOWER F.F. SWAT 98' - 0" °. 4 III III III -III III II WALL SECTION 3 1/2 If = 1' -o" A' B' C' 1330.06 1330.15 0720.21 I 2" l 12" I I I I 2" 12„ 0750.01 1330.02 - - 1330.03 BEYOND .0920.45 I I 6 A3.1 B - - WAT L CKERS 203 I T.O. MASONRY 108' -0" 777 PIK 0610.29 0720.20 � 1330.03 1330.16 � .1330.18 0760.0 ,' 0920.46 0790.01 � .0960.13 0330.10 � \ `FIRST F.F.(SWAT 100' -0" 4 LOWER F.F. SWAT'1 Q _ 98'_ 0725.01 0330.05 d a - 0310.05 WALL SECTION 2 1/2 If = 1' -o" o BUILDING SECTION v 1/2 If = 1' -0" 0 4' 8' 16' 'ONRY 08'- 0" SWAT 00' - 0" KEYNOTES L LOWER F.F. SWAT OL _ d 0 4. - 0710.06 9 0725.01 A'da e 8_ 0330.05 d ,A 0310.05 III III III III WALL SECTION 1 1/2 If = 1' -o" � BUILDING SECTION 1/2 If = 1' -0" 0 4' 8' 16' 4AS ON RY 108' - 0" ST F.F.(SWAT 100' - 0" /ER F.F. SWAT 98'- 0" T DEV71 I 10219- OF D 0220.04 EXISTING CONCRETE PAVING z Q O 0220.08 EXISTING CONCRETE SIDEWALK Q 0220.25 EXISTING STRUCTURE 3" MINERAL WOOL INSULATION (2.5 PCF) 0220.32 EXISTING CONCRETE GRADE BEAM 0310.05 VOID FORMS t/1 H U 0330.02 CONCRETE SLAB (RE: STRUCTURAL) 1020.47 0330.05 CONCRETE GRADE BEAM (RE: STRUCTURAL) 0,0 0330.10 CONCRETE STAIR to 0420.02 HORIZONTAL REINFORCING AT 16" O.C. 1330.16 1050.13 VERTICALLY �" : = 0420.14 8" CONCRETE MASONRY UNITS vi cv 0420.27 4" SLOPED CONCRETE CAP WITH DRIP J 0550.02 3" X 3" X 1/4" STEEL ANGLE. ATTACH TO PRE - ENGINEERED RIGID FRAME EXISTING MASONRY, AND WELD TO CHASE fx STRUCTURE. 0 0550.11 4" X 4" X 1/4" STEEL TUBE. ATTACH (WELD) 1330.02 PRE - ENGINEERED METAL PURLIN TO PRE - ENGINEERED METAL BUILDNG STRUCTURE, TO SUPPORT CHASE 3 STRUCTURE. 0760.02 0550.17 Z PURLIN (GALVANIZED) 0550.39 1 1/4" DIAMETER STANDARD STEEL PIPE m HANDRAIL (3' -0" HIGH U.N.O.) 1330.15 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0720.21 0610.29 8' -0" HIGH 3/4" EXTERIOR GRADE FIRE TREATED PLYWOOD (SANDED AND PAINTED) 1330.06 m 1330.06 0710.06 SELF ADHERING SHEET WATERPROOFING 1330.17 Z MEMBRANE AND DRAINAGE COURSE 0760.06 0720.20 WHITE VINYL FACED INSULATION (R -13) 3 0720.21 WHITE VINYL FACED INSULATION (R -19) ROOF T.O.S. 0725.01 UNDERSLAB VAPOR BARRIER 115'- 0" 0725.02 SELF ADHERING MODIFIED BITUMINOUS Q o 0790.01 SHEET AIR BARRIER PRE - ENGINEERED R -PANEL 0740.01 PREFINISHED METAL ROOF PANEL 5 0740.28 PREFINISHED METAL SOFFIT PANEL A3.1B 0750.01 ROOFING BASE FLASHING SYSTEM 1330.17 0760.02 THROUGH -WALL FLASHING (WITH WEEPS AT 2' -0" O.C.) 0760.06 PREFINISHED METAL DOWNSPOUT (4" X 4 ") 0760.35 RAKE TRIM FLASHING 0770.05 GALVANIZED REGLET WITH SEALANT AND COUNTERFLASHING 1330.05 0790.01 SEALANT WITH BACKER ROD AS REQUIRED BEYOND 0790.02 CAULKING 0790.05 1" METAL ROOF EXPANSION JOINT COVER 0330.02 0790.08 1 HR MIN. RATED FIRE BARRIER SYSTEM 0830.17 SECTIONAL DOOR 0920.07 6" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 100' - 0" 0920.10 7/8" FURRING CHANNEL AT 16" O.C. T.O. MASONRY�NVrik 0920.18 1" PORTLAND CEMENT STUCCO ON METAL 108'- 0 "_ p LATH 0220.04 0920.26 5/8" CEMENTITIOUS BACKER BOARD 0920.28 5/8" GYPSUM BOARD (TYPE X) 0920.45 1/2" RESILIENT CHANNEL AT 16" O.C. 0420.02 3120.01 VERTICAL. ATTACH DIRECT TO GIRTS. 0920.46 3" HIGH 5/8" GLASS -MAT GYPSUM BOARD 0420.14 0 SHEATHING (TYPE X) / 0720.20 0920.47 5/8" GYPSUM SHEATHING 0960.13 4" RESILIENT BASE L LOWER F.F. SWAT OL _ d 0 4. - 0710.06 9 0725.01 A'da e 8_ 0330.05 d ,A 0310.05 III III III III WALL SECTION 1 1/2 If = 1' -o" � BUILDING SECTION 1/2 If = 1' -0" 0 4' 8' 16' 4AS ON RY 108' - 0" ST F.F.(SWAT 100' - 0" /ER F.F. SWAT 98'- 0" T DEV71 I 10219- OF D v N Ln z Q O O Z Q 1330.03 0980.14 3" MINERAL WOOL INSULATION (2.5 PCF) a > Z W 0 N t/1 H U r O CV Z 1020.47 PHENOLIC CHANGING ROOM BENCH O 0,0 Z v O ° u to Lu � U 1330.16 1050.13 METAL PERSONAL STORAGE LOCKER �" : = Q O � co m � N OU vi cv aCie ma � Q J 1330.18 1330.01 PRE - ENGINEERED RIGID FRAME fx 0 1330.02 PRE - ENGINEERED METAL PURLIN 3 Z 0760.02 1330.03 PRE - ENGINEERED GIRT m O C14 O 1330.05 PRE - ENGINEERED METAL COLUMN OZ U ~ w _ � m 1330.06 PRE - ENGINEERED METAL EAVE STRUT �Z Z o O > 3 1330.15 PRE - ENGINEERED METAL ROOF CL w � w Um Q o 0790.01 1330.16 PRE - ENGINEERED R -PANEL 1330.17 6" PREFINISHED METAL GUTTER 1330.18 PRE - ENGINEERED METAL BASE ANGLE 2110.05 FIRE SPRINKLER PIPING. REFER PLUMBING 1 FIRST F.F.(SWAT FOR ROUTING AND COORDINATE WITH 100' - 0" EXISTING CONDITIONS. SUPPORT FROM 0220.04 CHASE AS REQUIRED. a ad 3120.01 GRADE L LOWER F.F. SWAT OL _ d 0 4. - 0710.06 9 0725.01 A'da e 8_ 0330.05 d ,A 0310.05 III III III III WALL SECTION 1 1/2 If = 1' -o" � BUILDING SECTION 1/2 If = 1' -0" 0 4' 8' 16' 4AS ON RY 108' - 0" ST F.F.(SWAT 100' - 0" /ER F.F. SWAT 98'- 0" T DEV71 I 10219- OF D v N Ln z Q O O Z Q W U .w Vf a > Z W 0 N t/1 H U r O CV Z J - O 0,0 Z v O ° u to Lu � U i rr o d w Z x�3 �" : = Q O � co m � N OU vi cv aCie ma � Q U v N Ln z Q O Z Q W U .w Vf ca > Z W 0 O t/1 H U r O CV Z LL C■ - M LL 0,0 � x T LL 0 = N 1 r U N � Q J fx 0 O 3 Z Lu w m O C14 O Z) Z OZ U ~ w _ � m m uj �Z Z o O > 3 v CL w � w Um Q o 0 _ U Ce m 1 v N Ln z Q O Lu zX J ~ Q W U .w Vf ca > Z W 5W Lu O 0 CWC C4 Ix LL C■ C■ M LL 0,0 � x T Air Z 1 w Q O O N 1 w fx O Z All B WALL SECTIONS DOOR FRAMES 1/4" = 1' -0" it Q H UPWARD ACTING SECTIONAL DOOR DOOR TYPES— PHASE B 1 /4" = 1' -0" DOOR SCHEDULE XJ JGt1CU. DOOR NUMBER DESCRIP TION DOOR FRAME y REMARKS SIZE SIZE u TYPE n TYPE n i HEIGHT 101 SINGLE T -0" 7' -0" H UPWARD ACTING SECTIONAL DOOR DOOR TYPES— PHASE B 1 /4" = 1' -0" DOOR SCHEDULE — PHASE B DOOR NUMBER DESCRIP TION DOOR FRAME HDWR. SET REMARKS SIZE SIZE MTL. TYPE MTL. TYPE WIDTH HEIGHT 101 SINGLE T -0" 7' -0" HM F HM 1 N a 103A SINGLE 3' -0" 7' -0" HM F HM 1 ti CARD READER 1038 SINGLE T -0" T -0" HM F HM 2 N N 5'? ma 104 SINGLE T -0" 7' -0" HM F HM 1 m in 0 201A SINGLE T -0" T -0" GSTL F HM 1 vU CARD READER,ARMOR PLATE, INSULATED 2018 OVERHEAD 12' -0" 14' -0" STL H Z INSULATED 201C OVERHEAD 12' -0" 14' -0" STL H V m INSULATED 202 SINGLE T -0" T -0" GSTL F HM 2 CARD READER, KICK PLATE 203 SINGLE 3' -0" T -0" GSTL F HM 1 CARD READER,ARMOR PLATE 204 SINGLE 3' -0" T -0" GSTL F HM 1 KICK PLATE 205A SINGLE 3' -0" T -0" GSTL F HM 1 CARD READER 2058 OVERHEAD 6' -0" 8' -0" AL/GL H INSULATED 206A SINGLE 3' -0" T -0" HM F HM 1 KICK PLATE,INSULATED 2068 OVERHEAD 12' -0" 10' -0" STL H - INSULATED G2 SINGLE 3'- 0" T - 11" STL RE: 1/2/A4.1B STL RE: METAL FAB.SPEC CARD READER, PANIC BAR RELEASE G4 SINGLE 31-0.1 T - 11" STL RE: 1/2/A4.1B STL RE: METAL FAB.SPEC CARD READER, PANIC BAR RELEASE GSTL - GALVANNEALED STEEL STL -STEEL HM - HOLLOW METAL 2 PERSONNEL GATE(REFER TO ES SERIES DRAWINGS FOR SECURITY SYSTEM COORDINATION) 1 PERSONNEL GATE (REFER TO ES SERIES DRAWINGS FOR SECURITY SYSTEM COORDINATION) KEYNOTES 0330.07 CONCRETE FOOTING 0550.10 3" X 3"X 1/4" STEEL TUBE 0550.64 POWDER COATED PERFORATED STEEL O PANEL 2810.03 CARD READER 2810.11 KNOX KEY SWITCH 3230.41 POWDER COATED TUBE STEEL GATE 3230.48 HEAVY DUTY METAL HINGES 3230.54 8' -0" (MINIMUM) MASONRY PERIMETER WALL. N REFER SITE WALL ELEVATIONS FOR HEIGHT V p[ VARIATION. {7 P f3 N 7o21a Py �9rF 00 07/28/2017 c I\ v Z 6' V V O Z J ~ LL 1W 4 C a a {% 3 N >Z W m N LU Ln V p[ D W N a Z w y O Ga~ W V U ti Q O Q Z�o�5m3 3:m m Ou H N M N N 5'? ma t9NClN V 1 I\ v Z V V V N Z J ~ 'n 1W 4 C W a {% 2 N >Z W m Lu W LU Ln V p[ > J W N a LL d a r^i LL . w W CC 0 LL H e w� W � i m in 0 Z z vU CC Z pp 0 0 1 Z O UU D a W 3 m V m V 1 v C4 Z Z fl W Z r, Z J ~ W W {% H m >Z W m Lu W LU Ln a W Q0x"� LL d a r^i LL . w W W e w� W a 0 Z 0 W 0 Z A4.16 DOOR AND WINDOW SCHEDULE KEYNOTES 0880.13 GLASS TYPE #13 (1/4" SPANDREL) T �('' 0930.01 CERAMIC TILE '�[f 1020.01 FLOOR MOUNTED, OVERHEAD BRACED,; SOLID PLASTIC TOILET PARTITION 1020.06 REINFORCED COMPOSITE URINAL SCREEN �1 � 1021 1020.32 1020.16 BAR (36' LONG)EL 1 1/2" DIAMETER GRAB ' 0930.01 T1 1020.17 STAINLESS STEEL 1 1/2" DIAMETER GRAB 0930.01 �T OF 1020.01 T1 0930.01 ' BAR (42" LONG) 07181201 1020.32 1020.20 SOAP DISPENSER (SURFACE- MOUNTED) 1020.20 2240.10 15 19 1020.24 STAINLESS STEEL SURFACE MOUNTED / TOILET PAPER DISPENSER 2240.03 1020.20 1020.35 1020.17 22 A5.1 20 1020.27 STAINLESS STEEL SANITARY NAPKIN D 1020.17 18 A5.1 16 DISPOSAL (PARTITION MOUNTED) ce 2240.03 1020.16 1 1 1020.30 STAINLESS STEEL SEMI - RECESSED PAPER 0 1020.24 2240.10 i 17 21 TOWEL DISPENSER / TRASH RECEPTACLE Q 1020.27 � - - 1020.32 STAINLESS STEEL FRAMED MIRROR 1020.06 1020.34 VINYL - COATED PIPING WRAP 2240.02 1020.35 ROBE / TOWEL HOOK Q 2240.01 11 2240.01 WATER CLOSET. ORIENT FLUSH VALVE kn 1020.01 TOWARDS ACCESSIBLE SPACE AT Z o O FIRST F.F. SWAT FIRST F.F.(SWAT FIRST F.F. SWAT 14 A5.1 12 ACCESSIBLE STALLS / RESTROOMS to w L 100' - 0" 100' - 0" 1001-01, 2240.01 r 2240.02 URINAL � U „ o 1020.24 N 2240.03 WALL -HUNG LAVATORY WITH CARRIER w �' x 3 0 13 2240.04 PORCELAIN LAVATORY Z ~ a ° '- m Lo 1020.01 2240.07 SINK FITTINGS ~ 11 Q L 0 �� J�3 2240.01 MEN'S RR 1020.17 2240.10 HANDICAP ACCESSIBLE SHOWER HEAD m Q Cie M N o 3 INTERIOR ELEVATION - INTERIOR ELEVATION - INTERIOR ELEVATION - 1020.24 105 10290 1020.01 WOMEN'S RR 104 WOMEN'S RR 104 WOMEN'S RR 104 1020.03 2240.01 1020.32 � 5 1 /4" = 1' -0" 4 1 /4" = 1' -0" 3 1 /4" = 1' -0" 1020.24 1020.20 1020.01 0 5'- 3 1/4" 1020.30 ` 2240.01 0930.01 T1 1020.16 �F 0930.01 T1 0930.01 T1 0930.01 T1 2240.10 1020.35 1020.17 13 105 VCT RB CT2 P1 OPEN OPEN I � ; FIRST F.F.(SWAT ) FIRST F.F .CSWAT FIRST F.F.LWAT) FIRST F_F.(SWAT 100 - 0.1 100 - 0 100 - 0 1020.01 2240.01 100 - 0 _ \ TS2 A7� �IHOMENS R INTERIOR ELEVATION - INTERIOR ELEVATION - INTERIOR ELEVATION - INTERIOR ELEVATION - 13 10 AS.; 8 102 � � � � QUA TERMASTER _ 12 \ I 11 WOMEN'S RR 104 WOMEN'S RR 104 WOMEN S RR 104 WOMEN'S RR 104 104 1020.35 9 91/4 " = 1' -0" V 1/411 = 1' -0" I 1 /4" = 1' -0" 6 1 /4" = 1' -0" 2240.10 3 1020.17 11 2240.01 6 A5.1 4 1020.24 u 1020.27 5 2 1020.20 240.01 1020.32 F �1 1020.27 2240.03 0930.01 - I 10 1020.27 1020.32 U 1020.20 102 2240.01 1020.20 10 Z 2240.10 T1 0930.01 - 1 _. C12 - 1020.24 vj - Z O 2240.03 0930.01 T1 1020.27 5 -0" U O 1020.06 1020.35 TS2 O 1020.16 Lu 00 Q O 1020.30 = N 1020.17 r 2240.02 _ Vo' J cN ° } OPEN Q � O LL - FIRST F.F.(SWAT FIRST F.F.(SWAT) FIRST F.F.(SWAT O m 100 - 0�' � 100' - 0" 100 - 0 Q ::E INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - BID ALT. 1- MEN'S RR 104 BID ALT 1- MEN'S RR 104 @ ° Z # # o} u RR 107 RR 107 WOMEN'S RR 104 WOMANS RR 107 WOMANS RR 107 Z m o 0 /� OD /� OD Cie 3 3 1 2 1 /4" = 1' -0" 1 /4" = 1' -0" V 1 /4" = 1' -0" 2 1 /8" = 1' -0" 1 /4" = 1' -0" w U /► aD /► aD 0 Q w 3 PLAN TRUE PLAN TRUE O o! Q o! 2 0! NORTH NORTH NORTH NORTH U co 0 0 U m 0 2' 4' 8' 0 4' 8' 16' 0930.01 T1 T1 0930.01 = 1 N 0930.01 T1 T1 0930.01 1020.01 T1 0930.01 Z Z Z � 1020.24 O Q 2240.10 1020.16 1020.01 Q 1020.06 1020.17 1020.17 � 2240.01 2240.02 1020.32 m Q W Z . 1020.30 H/ H LU Ca } 102024 Ii W Ca OPEN1 OPEN1 1020.20 5W W � Il Il 2240.03 ` V y � W J Q M QO =tea FIRST F.F.(SWAT) � FIRST F.FSWAT) FIRST F.F.(SWAT) FIRST F.F.(SWAT�� LL C. C. M w 100' -0. 100' -0" 100' -0" 100' -0" � M FIRST F.F.(SWAT ) W � 100'-0" � w u INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S g z RR 107 RR 107 RR 107 RR 107 RR 107 1' -0" 1 1/4 If = 1' -0" 15 1 /4" = 1' -0" 1 4-1 /4" = 1' -0" 13 1/4 If = 1' -0" w Q 0 T1 0930.01 T1 0930.01 0880.13 T1 2240.01 2240.10 0930.01 2240.07 1020.17 Z 2240.01 0 2240.04 2240.10 102034 0930.01 T1 N 1 1020.34 w 0930.01 T1 } 8" c LOPEN MIN. m v N Li I _ FIRST F.F.(SWAT - FIRST F.F.�WAT FIRST F.F�SWAT -FIRST F.F.(S_WAT) FIRST F.F�SWAT 100' -0" 100' -0" 100' -0" 100' -0" 100' -0" O Z KNEE CLEARANC E PROFILLE E INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S INTERIOR ELEVATION - MEN'S 23 MILLWORK DETAIL RR 107 RR 107 RR 107 RR 107 RR 107 1/2 of = 1' -0" 1/411 = 1' -0" 21 1 /4" = 1' -0" O 1 /4" = 1' -0" 19 1 /4" = 1' -0" 18 1 4" = 1' -0" GENERAL NOTE All B 1 REFER TO A6.1 B FOR DETAILED INFORMATION INTERIOR ELEVATIONS / MILLWORK SECTIONS 0 T.O. MASONRY 108' - 0" FIRST F.F. SWAT ) 100' - 0" INTERIOR ELEVATION - MILLWORK CABINET 1/4 If = 1 ' -0" R r. O� 0640.67 BEYOND (OPEN) 2 3/4" 0220.66 0610.02 1X WOOD BLOCKING 0610.03 2 1/2" 0640.15 CABINET CAM LOCK 0640.17 DRAWER GLIDE 3 3" WIRE GROMMET 0640.22 CABINET PULLS 0640.24 5 1 /2" D PROVIDE BLOCKING IN WALL AS REQUIRED 0640.29 METAL COAT ROD AND PLYWOOD SHELF 0640.33 EXPOSED DECORATIVE FASTENER 0640.57 QUARTZ COUNTERTOP WITH SPLASH AS 0640.60 SHOWN 51/2 HARDWOOD VENEER PANEL 0640.62 HARDWOOD VENEER CABINET DOOR 0640.62 QUARTZ PANEL 3 1/2' CURVED STAINLESS STEEL PANEL 0640.64 STAINLESS STEEL BASE 0640.66 STAINLESS STEEL COUNTERTOP 2 1/2"' HARDWOOD VENEER REMOVABLE ACCESS FIRST F.F.(SWAT)� 2 1/2" 100' - 0" 0640.68 23/4-1 0920.04 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 2 1/2" 5/8" GYPSUM BOARD (TYPE X) 0960.13 4" RESILIENT BASE 2620.05 ELECTRICAL POWER STRIP m 0 Z 0- C14 O 0 06 .67 , Q ; 0 Q BE' ND Q m m Lu O Cie >- 3 (OPEN) Z 3 Lu v 2' -6" 2' -5" 2' -6" 2' -6" ; CLEAR (2 EQ.) CLEAR Vm CLEAR (; Cie o V 16' -3" (VERIFY IN�IELD WITH ARCHII PRIOR O SHOP DRAWING INTERIOR ELEVATION - MILLWORK 3 1/4 If = 1' -0" 5 .2 2 3/4" �2 1/2" �3 1/2" �51 /2" 5 1/2" , 3 1/2" 2 1/2" ' 3/4" L9 0/ Q -5" 2' - 6" 7" EQ.) -1 CLEAR 0640.66 0640.57 0640.63 0640.67 BEYOND (OPEN) FIRST F. USWAT 100' -0" 3' -0" Ix"I LlIVL I l 1I"L 111 11 V ENTIRETY AND MATCH EXISTING INTERIOR ELEVATION - MILLWORK 1 /4" = 1 ' -0" MILLWORK DETAIL 7 1 = 1 f -0„ FLOOR FINISH TO ENSURE SMOOTH OPERATION T F_F.(SWAT� 100' -0" 3' -1" EXISTING BEYOND � 0220.66 0610.02 1X WOOD BLOCKING 0610.03 2X WOOD BLOCKING 0640.15 CABINET CAM LOCK 0640.17 DRAWER GLIDE 0640.21 3" WIRE GROMMET 0640.22 CABINET PULLS 0640.24 ADJUSTABLE METAL SHELF STANDARDS. D PROVIDE BLOCKING IN WALL AS REQUIRED 0640.29 METAL COAT ROD AND PLYWOOD SHELF 0640.33 EXPOSED DECORATIVE FASTENER 0640.57 QUARTZ COUNTERTOP WITH SPLASH AS �U) SHOWN 0640.60 HARDWOOD VENEER PANEL 0640.62 HARDWOOD VENEER CABINET DOOR 0640.62 QUARTZ PANEL 0640.63 CURVED STAINLESS STEEL PANEL 0640.64 STAINLESS STEEL BASE 0640.63 5 0640.63 0640.64 A5 2B 6 0640.64 A5.2B INTERIOR ELEVATION - MILLWORK 1 1/4 if = 1 ' -0" MILLWORK DETAIL 1 if = 1 ' -0'l i (COORD. EXACT LOCATIONS W/ OWNER IN FIELD) KEYNOTES 0220.66 EXISTING MILLWORK 0610.02 1X WOOD BLOCKING 0610.03 2X WOOD BLOCKING 0640.15 CABINET CAM LOCK 0640.17 DRAWER GLIDE 0640.21 3" WIRE GROMMET 0640.22 CABINET PULLS 0640.24 ADJUSTABLE METAL SHELF STANDARDS. D PROVIDE BLOCKING IN WALL AS REQUIRED 0640.29 METAL COAT ROD AND PLYWOOD SHELF 0640.33 EXPOSED DECORATIVE FASTENER 0640.57 QUARTZ COUNTERTOP WITH SPLASH AS �U) SHOWN 0640.60 HARDWOOD VENEER PANEL 0640.61 HARDWOOD VENEER CABINET DOOR 0640.62 QUARTZ PANEL 0640.63 CURVED STAINLESS STEEL PANEL 0640.64 STAINLESS STEEL BASE 0640.66 STAINLESS STEEL COUNTERTOP 0640.67 HARDWOOD VENEER REMOVABLE ACCESS FIRST F.F.(SWAT)� PANEL 100' - 0" 0640.68 HARDWOOD VENEER DRAWER 0920.04 3 5/8" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) 0960.13 4" RESILIENT BASE 2620.05 ELECTRICAL POWER STRIP MILLWORK DETAIL 1 of = 1' -0" Ir i . 102 il, OF 0712812017 V O Z_ a CL � t/! U D 0 L6 00 N ZC N u �U) Lu L _ ad V N Zt: aQ�-C3 OV co m 1n cv j Lo W 3 J mQ CL"') -(:n,0�3 V Z_ CL � O U 0 L6 00 N . w 2 v > N LL O r c� cle -j W 3 o U ix O jx o cle a LL a Cie Ine O O 3 V m 0 Z 0- C14 O Z Z ~ w U _ Cie Z m m Lu O Cie >- 3 Z 3 Lu v CL O� w = 3 Vm a o Cie o V cx m IT _ C4 ZZ ZX ao �� ma W� ,Z N m W m 5W VW Lu N ; W LL. a a M LL ►; 40 � WZ �\:� �� ce W w w Q O O N 1 w Cie O Z A5*2B INTERIOR ELEVATIONS / MILLWORK SECTIONS LAUNDRY 106 O wro [WIT) a JAIL LAUNDRY 3 114" = 1' -0" PLAN TRUE NORTH NORTH 0 4' 8' 16' 0 Ee I I I I _ I A B' C - A` B' C T 16, SWAT OPEN TO STRUCTURE 201 I I sc RB Pw - I is� I I I AP I i � .2330.01 0 IMEN'S RR L105 _1 204 VC RB PW P1 S2 SWAT LOCKERS 203 VCT RBI PW ACT P1 BIKE 1 PATROL 205 C RB PW - P1 011IIIIIIIIIIIIII VEHICLE INSPECTION 206 1 SC 1 RS PW - P1 J til �QMENS LOCKER ROOM 101 I I I I CG ENTRY I a 2 FIRST FLOOR FINISH PLAN PLAN TRUE NORTH NORTH 0 4' 8' 16' ® P BUNKER 202 IVCTI Pi I P1 I P1 0 13 12 11 10 U \J O O O I 0 OFTEN TO STRUCTURE VARIES 2" / 12" I OPEN TO yT RUC TURE I � I J I /III I TO IEXISTING C6LING TQ— REMAIN L G TO AIN I FIRST FLOOR REFLECTED ' CEILING PLAN PLAN TRUE NORTH NORTH MEN — 0 4' 8' 16' END a� I 2 CHASE 13 12 I 11 10 (J KEYNOTES 0330.01 CONCRETE (RE: STRUCTURAL) 0720.21 WHITE VINYL FACED INSULATION (R -19) 0740.28 PREFINISHED METAL SOFFIT PANEL 2330.01 HVAC DUCTWORK 2350.06 ELECTRIC UNIT HEATER 2370.01 AIR HANDLING UNIT (RE: MECHANICAL) REFLECTED CEILING PLAN LEGEND FINISH LEGEND ROOM NAME ROOM NAME C101B DESIGNATION & NUMBER CEILING FINISH WALL FINISH BASE FINISH FLOOR FINISH PATTERN DESCRIPTION SUSPENDED LINEAR C7 Z 2 X 2 LED 0 TASK LIGHT ® SUPPLY DIFFUSER FINISH LEGEND ROOM NAME ROOM NAME C101B DESIGNATION & NUMBER CEILING FINISH WALL FINISH BASE FINISH FLOOR FINISH PATTERN DESCRIPTION NOTES 1. NOT USED 2. GYPSUM BOARD CEILINGS ARE TO BE FINISH P1, U.N.O. 3. PROVIDE FLOOR LEVELING COMPOUND UNDER FINISH FLOORING AS REQUIRED 4. DO NOT PAINT VINYL FACED BATT INSULATION. 5. PROVIDE CONTROL JOINTS AT CONCRETE SLAB AS REQUIRED AND AT LOCATIONS SHOWN ON FINISH PLAN. 6. PROVIDE EPDXY PAINT AT ALL INTERIOR PAINTED CMU. {7 P f3 N 70212 Py �9rFOFt�`� 07%28/2017 c AC -ACOUSTICAL CEILING TILE C7 Z im v oN V O z ACi: ARMSTRONG #1774 "DUNE" F W 24" X 24" TEGULAR TILE COLOR: WHITE Q O 3 N CT - CERAMIC TILE CT1: CERAMIC TILE 0 STONEPEAK EAK SKY COLLECTION, 12" X 24" COLOR:CLOUDSKY Q CT2: CERAMIC ACCENT TILE w STONEPEAK ul ADAMAS, 4" X 12" COLOR: ALBUS GLOSSY V MISC. METALS PAINT FINISHES Q O Q EXPOSED STRUCTURAL STEEL AT SWAT BUILDING TBD m HOLLOW METAL DOORS H N Mge AT EXISTING ma TBD DOORFRAME AT EXISITING TBD STEEL DOORS AND FRAMES 0 -I 0 AT SWAT BUILDING TBD z P - PAINT Pt: CEILING, WALL TBD z PW - PAINTED PLYWOOD PW7014, "EIDER WHITE" 0 Q - SOLID SURFACE QUARTZ Q1: QUARTZ COUNTERTOP V LG SURFACES VIATERA i 0 OV COLOR: PORCELAIN WHITE Q RB: RESILIENT BASE 3 ROPPE #100, "BLACK" V SC: SEALED CONCRETE CLEAR CONCRETE SEALER L CG SS - STAINLESS STEEL SS1: FULL HEIGHT STAINLESS. STEEL CORNER GAURDS TS - TRANSITION STRIP TS1: METAL TRANSITION STRIP VCT TO SC TS2: METAL TRANSITION STRIP VCT TO CT1 VCT - VINYL FLOORING VCT1: STATIC RESISTANT TILE ARMSTRONG #T3603 ® STRIATIONS BBT,12" X 24" COLOR: TW ILIGHT NOTES 1. NOT USED 2. GYPSUM BOARD CEILINGS ARE TO BE FINISH P1, U.N.O. 3. PROVIDE FLOOR LEVELING COMPOUND UNDER FINISH FLOORING AS REQUIRED 4. DO NOT PAINT VINYL FACED BATT INSULATION. 5. PROVIDE CONTROL JOINTS AT CONCRETE SLAB AS REQUIRED AND AT LOCATIONS SHOWN ON FINISH PLAN. 6. PROVIDE EPDXY PAINT AT ALL INTERIOR PAINTED CMU. {7 P f3 N 70212 Py �9rFOFt�`� 07%28/2017 c i� O C7 Z im v oN V O z F W a Q O 3 N N V p[ 0 n Q Z w y o ul V Q O Q ZH- - s, m O L) og� H N Mge N N ma t9NON� IT 1 N V Z W Z O Z X Q a� J W V Z H m W W co W W J S Ln W Q O 2 U. a F, 1 (� w Q i� O C7 Z u v oN V C%4 c z F W Q O = N V p[ > J n Q w 0 w Q N 0 -I 0 z u V z 0 V i 0 OV D Q w 3 m V m IT 1 N V Z W Z O Z X Q a� J W V Z H m W W co W W J S Ln W Q O 2 U. a F, 1 (� w Q z 0 N w �A6.16 FIRST FLOOR REFLECTED CEILING PLAN / FIRST FLOOR FINISH PLAN RECONNECT EXISTING EXHAUST CIRCUIT IN EXISTING PANEL NEW EXHAUST FAN. PROVIDE NEW 3 -POLE, 30 AMP NEMA 3R FUSED DISCONNECT, FUSE PER MFGR. MOCP RECOMMENDATIONS. FIELD VERIFY EXISTING CIRCUIT, VOLTAGE, PHASE. RECONNECT EXISTING EXHAUST CIRCUIT IN EXISTING PANEL NEW EXHAUST FAN. PROVIDE NEW 3 -POLE, 30 AMP NEMA 3R FUSED DISCONNECT, FUSE PER MFGR. MOCP RECOMMENDATIONS. FIELD VERIFY EXISTING CIRCUIT, VOLTAGE, PHASE. NEW EF -4 10 i i i - T---------------------------- - - - - -- - - -- �� i AI- A - ----'------------------------- - - - - -- - -- �� - ---- - - - - -- EF -3 -- - - - - -- REF 0 SHEET FOR CIRCUIT INFORMATION. PROVIDE NEMA 3R DISCONNECT AT FAN. LIP OAI —D - - -- — ----------------------- - - - - -- - -- 4. EF -2 REFER TO SHEET FOR CIRCUIT EF -6 INFORMATION. PROVIDE NEMA 3R DISCONNECT AT FAN. -- - -- 6• OAI -B EF -1 REFER TO SHEET FOR CIRCUIT INFORMATION. PROVIDE NEMA 3R DISCONNECT AT FAN. - - -- - - ------------------ - - - - 41 - --(( r STING I COUCTION UCTION �- EXISTING CONDENSATE PIPING - CONNECT TO EXISTING CONDENSATE PIPING. REFER TO DETAIL "9" ON SHEET M3.1. RECONNECT EXISTING ROOFTOP UNIT CIRCUET-tN- H(IS -RN &- PANEL 'DPA' 10- -- 13 NEW ROOFTOP UNIT. PROVIDE NEW _ —_ -3 -POLE, 60 AMP -NEMA 3R FUSED _— _— _— _— _— _— _— _— _— _— _— _— _ —_ —_ —_ _ —_ 1 2 DISCONNECT, FUSE PER MFGR. MOCP RECOMMENDATIONS. FIELD VERIFY EXISTING CIRCUIT, VOLTAGE, PHASE. - — - — - — - — - — - — - — - - - - - - - - - EXISTING CONDENSATE O PIPING BCD ---- - - - - -- - — - — 3/4" CONNECT TO EXISTING DISCONNECT AND CONDENSATE PIPING. REFER TO RECONNECT _GA& PIPING_ DETAIL "9" ON SHEET M3.1. FROM EXISTING UNIT TO NEW RTU. _%_► RTU -2 RECONNECT EXISTING ROOFTOP UNIT CIRCUIT IN EXISTING PANEL 'DPX' PANEL TO NEW ROOFTOP UNIT. PROVIDE NEW 3 -POLE, 60 AMP NEMA 3R FUSED DISCONNECT FUSE PER MFGR. MOCP RECOMMENDATIONS. FIELD VERIFY EXISTING CIRCUIT, VOLTAGE, PHASE. (AT ALTERNATE NO. 3 ONLY) TRUE PLAN NORTH NORTH N N ROOF PLAN - MPE - _( 0 1 SCALE: 1/8" = 1' -0° GENERAL NOTES: 1. LOCATE EQUIPMENT ON ROOF IN GENERAL LOCATIONS SHOWN. 2. MAINTAIN A MINIMUM OF 20' -0" CLEARANCE FROM PLUMBING VENTS AND EXHAUST FANS AND OUTSIDE AIR INTAKES, 3, ALL ROOF PENETRATIONS, ROOF PIPE SUPPORTS, FLASHING, ETC., SHALL BE WATERTIGHT AND BE INSTALLED AS RECOMMENDED BY THE ROOF SYSTEM MANUFACTURER. REFER TO ARCH. AND STRUCTURAL DRAWINGS FOR FLASHING AND COUNTERFLASHING DETAILS. 4, EXTEND DUCTWORK TO EACH ROOFTOP A/C UNIT AS SHOWN ON FLOOR PLANS. TRANSITION TO FULL SIZE OF EQUIPMENT OPENING FROM DUCT SIZES SHOWN ON FLOOR PLANS. DUCT TRANSITIONS SHALL BE MADE BETWEEN EQUIPMENT AND ELBOW BENEATH UNIT BELOW THE ROOF. PROVIDE FLEXIBLE CONNECTIONS AT ALL EQUIPMENT DUCT CONNECTIONS BELOW THE ROOF. REFER TO FLOOR PLANS FOR DUCT SIZES. 5. ALL OUTDOOR ELECTRICAL DISCONNECT SWITCHES SHALL BE WEATHERPROOF. 6. SET ALL CURB TOPS AND ROOF MOUNTED COMPONENTS TO BE LEVEL ON THE ROOF. 7. ALL ROOF PENETRATIONS SHALL BE A MINIMUM 2' -0" FROM THE PARAPET AND OTHER PENETRATIONS. 8, WHEN ALL ELECTRICAL CONNECTIONS TO EXISTING ROOF TOP UNITS HAVE BEEN REMOVED AND EXISTING CIRCUITS BECOME "SPARE ", UPDATE EXISTING PANEL DIRECTORY CARD WITH NEW CIRCUIT INFORMATION. 9, PROVIDE GAS PIPE SUPPORTS A MINIMUM 10' -0" ON CENTERS AND WITHIN 3' -0" OF EACH CHANGE OF DIRECTION (BOTH SIDE OF TEES AND ELBOWS). KEY PLAN 100% CONSTRUCTION DOCUMENTS -PHASE B P CPS�'OF` T �4.1 vo ............... JOHN L. WEST ;.....92480.....+ ix- ,0. °e 6''.. CE NSF '720 2.017 0 m O Z LL = a I N Lu ;\ zX 0 V H \ 11 J t1f L 0 C�e Oe J Q O LL a W ° %o 40 Ilk z o w 0 V >_ Lo Lu w _ O ZLu QoLuo3 _ cz � �m O V N � N L,) Lu Q m4 McnoN3 0 NATHAN P. HAR .......................... ? 939106 e a °a$f' ./C NSA ti �oz <om o N n P P 3 ;_ 3 X O LL O LL Q U v obi c C� 4t O w o } N Or, m C N v w¢ 0 o E U oz� cc ( U U � z o� u N Q U_� l.J m W H Q Z _ V Z Z = a I N Lu ;\ zX 0 V H \ 11 J vi L ap C�e Oe J Q O LL a W W M � %o 40 Ilk xi w Afl V O w� N Cie Q De O 0 Z Lu m N 0 ® Z O V = w �m� co C) 0 Z �3 Z 3 w u ne w w Om o o u m w m W H Q � _ V Z Z = a I N Lu ;\ zX Q ®_ Z m Q N Q Lu ' z W W W � V > 0 Co H > W J Q O LL a W W M � %o 40 Ilk xi w Afl w� w Z 0 w O Z MPE2.0 \1� ROOF PLAN - MPE EXISTING 4 -TON RFU A/C NO WORK IN THIS AREA r GENERAL DEMOLITION NOTES: lei[ Illl i. THE INFORMATION ON THE DEMOLITION DRAWING IS NOT TAKEN FROM "AS- BUILT" DRAWINGS BUT FROM A FIELD SURVEY AND ORIGINAL DRAWINGS. RS THE INFORMATION IS INCLUDED FOR REFERENCE ONLY. CONTRACTOR WILL BE I RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING A BID TO DETERMINE THE AMOUNT OF WORK THAT WILL BE REQUIRED. CONTRACTOR SHALL EXAMINE THE EXISTING BUILDING AND GENERALLY VERIFY THE I I LOCATION OF ALL EXISTING WORK AND BECOME INFORMED AS TO THE I �� , --4 RELATION T0, AND EFFECT ON, THE WORK REQUIRED BEFORE SUBMITTING A 6 i �! I \, BID. SUBMISSION OF A BID WILL CONSTITUTE EVIDENCE THAT THE I I I CONTRACTOR HAS INSPECTED THE SITE OF THE PROPOSED WORK. I I�� 2. EXISTING MPE ITEMS TO BE REMOVED SHALL BE RETURNED TO THE OWNER OR EXST S AGE DISPOSED OF AS DIRECTED BY THE DESIGNATED OWNER'S REPRESENTATIVE. II B I' 3. COORDINATE DEMOLITION WORK NTH THE BUILDING MAINTENANCE PERSONNEL J EXIS"J i i C\ AND OTHER TRADES PERFORMING WORK IN THE BUILDING PRIOR TO THE _ I' REMOVAL OF ANY ITEMS OF EQUIPMENT OR SYSTEMS THAT WILL EFFECT - - - -_ - I -:. OTHER SYSTEMS WITHIN THE LIMIT OF CONSTRUCTION ACTIVITY OR OTHER NO WORK IN STORAGE N AREAS OF THE BUILDING. CONTRACTOR SHALL VERIFY WITH THE OWNER IF I i �� THIS AREA 0 THE BUILDING WILL AI OCCUPIED DURING CONSTRUCTION; AND, IRE OUT I _ --Zr, 4 fQ i � UTILITIES MUST REMAIN IN OPERATION AT ALL TIMES. ANY REQUIRED OUTAGES -- -- - - - - -- MUST BE COORDINATED WITH THE OWNER A MINIMUM OF FIVE (5) WORKING I ___EST DAYS N ADVANCE OF PROPOSED OUTAGE. WOr%N'S 4. PRIOR THE REMOVAL OF ANY MPE ITEMS OF EQUIPMENT, CONTRACTOR i 7 LOCKERS MUST VEE RIFY THE ORIGIN AND TERMINATION THOSE SYSTEMS AND CONFIRM THAT THE ITEMS BEING REMOVED DO NOT SERVE ANY ITEMS THAT ARE TO REMAIN (INCLUDING THOSE IN AREAS OUTSIDE THE CONTRACT LIMITS). ' I 5. DO NOT ABANDON ANY ITEMS IN PLACE. REMOVE ALL COMPONENTS ASSOCIATED WITH EACH ITEM CALLED OUT TO BE REMOVED. 6. WHERE ITEMS ARE REMOVED PATCH/REPLACE ROOF, WALL, CEILING OR FLOOR, I 4 _7. AS APPLICABLE, TO MATCH EXISTING FINISHES. WHERE NEW FINISHES ARE - - -_� i CALLED FOR PATCHING SHALL MATCH THE NEW FINISH. ------------ - - - - - - - -------� EXISTING F-1 EXST �_'' CORR. - N RTU A/C l__ _EXERCISE -- (E371) -�T NOTES BY SYMBOL O1 EXISTING SUPPLY DIFFUSER TO REMAIN. O EXISTING ROOFTOP A/C UNIT TO REMAIN. I� O3 EXISTING ROOFTOP A/C UNIT TO BE REPLACED. 44 EXISTING SUPPLY DIFFUSERS, RETURN GRILLES, HANGERS, AND DUCTWORK TO BE REMOVED. OS EXISTING ROOFTOP A/C UNIT TO BE REPLACED IN ALTERNATE 3 ONLY. DISCONNECT O THERMOSTAT. AND REMOVE EXISTING O7 EXISTING DIFFUSERS TO BE REPLACED IN ALTERNATE 1 ONLY. TRUE PLAN © EXISTING EXHAUST FANS, DISCONNECT NORTH NORTH AND REMOVE EXISTING FAN AND CURB. PREPARE FOR INSTALLATION OF NEW FAN ON co 1 FIRST FLOOR DEMOLITION PLAN - HVAC AND CURB. 0 SCALE: 1 /8" = I._0.. KEY PLAN 100% CONSTRUCTION DOCUMENTS - PHASE B O C °o, 0 Z LL H z Q 3 0 J 0 F z Q O N V �N W h u K(J y f90 w a ZH O^ N ry ou v a� ad ma ;�s;1 �y o�3 OF WV P. W 93906 n � E P °3 u ^ oLL .e �s C � m Wt e� 3 3 ° E °6'- u d p�� w =T ogo V °o, Z j z O wCO CN 0 Y f 2 O^ V � o: p V N O O a 3 °` W 0° n N z 0 D (I Q z Oz = w } m m W 0z O z Y O� ¢ a = 3 V m a 0 V m r. °o, 3 j z O Y O^ m � p V N m W 4A Q a Z Z a z n QO Qx Z J ~ m O W (i > z 4A a Ix V9 Q w w W W > N cJ o a Lu W 1L d w M Q 5, W � W a 0 z O W O z M1.1 FIRST FLOOR DEMOLITION PLAN - HVAC TRUE PLAN NORTH NORTH N N co—i FIRST FLOOR PLAN - HVAC I TI ON - ON TRA14SITION UP 3 ON ROOF. ayj TR 0 BAF ATION T DIR kY. -'E' M ayj ED EXHAUST DUCT T LINE OF CA 0 T LINE OF J ELECTRIC UNIT HEATER FOR FREEZE PROTECTION, TYP. 1 GENERAL MECHANICAL NOTES: 1. RECTANGULAR SUPPLY AIR DUCTWORK IS TO BE LINED WITH 1 1/2" THICK ACOUSTICAL AND THERMAL LINER. RECTANGULAR RETURN AND TRANSFER AIR DUCT SHALL BE LINED WITH 1" LINER ONLY. DUCTWORK SIZES SHOWN ARE NET INTERNAL AIR STREAM DIMENSIONS. SHEET METAL SIZES ARE TO BE INCREASED IN SIZE TO MAINTAIN THESE INTERNAL CLEAR DIMENSIONS. ROUND DUCTWORK IS TO BE EXTERNALLY WRAPPED, FLEXIBLE ROUND DUCT SHALL HAVE A MINIMUM R -VALUE OF 6.0. 2. BRANCH RUN -OUTS TO CEILING MOUNTED AIR DEVICES SHALL BE SAME SIZE AS NECK, UNLESS NOTED OTHERWISE. PROVIDE A TWIST -IN FLARED TAP WITH MANUAL VOLUME DAMPER AT MAIN DUCT TAP, AND EXTEND AS SHOWN. EXTEND FLEXIBLE DUCTWORK A MAXIMUM OF 5' -0" FROM DIFFUSER, INSTALL STRAIGHT AS POSSIBLE WITH LONG RADIUS BENDS WITH CLAMPS TO BE USED AT BOTH ENDS. 3. ALL DUCTWORK AND PIPING SHALL BE RUN CONCEALED ABOVE CEILINGS AS HIGH AS POSSIBLE AND CONCEALED IN WALL, CHASES, OR FURROUTS IN GENERAL LOCATIONS SHOWN, UNLESS NOTED OTHERWISE. 4. LOCATE CEILING MOUNTED AIR DEVICES APPROXIMATELY WHERE SHOWN. FOR EXACT LOCATION AND FRAME MOUNTING TYPES, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. ALL CEILING DIFFUSERS TO BE FOUR -WAY TYPE, UNLESS NOTED OTHERWISE BY AIR FLOW ARROWS ON FLOOR PLAN. 5. ALL ROOF PENETRATIONS, ROOF PIPE SUPPORTS, FLASHING, ETC., SHALL BE MADE WATERTIGHT AND BE AS RECOMMENDED BY THE ROOF SYSTEM MANUFACTURER. VERIFY WITH OWNER WHAT ACCEPTABLE ROOFING SYSTEMS INSTALLER CAN BE USED. 6. SEAL ALL LONGITUDINAL AND TRANSVERSE DUCT JOINTS TO PREVENT DUCT AIR LEAKAGE TO INCLUDE DUCT AND ACCESSORY PENETRATIONS. DO NOT SEAL CONTROL /FIRE DAMPER CONTROL ROD PENETRATIONS. SEAL CLASS "A" REQUIRED. 7. REBALANCE EXISTING SYSTEMS WHERE AIR FLOW RATES ARE SHOWN, NOTES BY SYMBOL '0'. O NEW EXHAUST FAN WITH NEW CURB. EXTEND TO EXISTING FAN CONTROLS. O 10/6 TRANSITION UP TO EF -2 ON ROOF, O3 20/18 EXTEND 10' -0" A.F.F. COVER OPENING WITH 2X2" GALV. STEEL HARDWARE CLOTH. O4 12/10 EXTEND 10' -0" A.F.F. COVER OPENING WITH 242" GALV. STEEL HARDWARE CLOTH. O5 6/6 EXTEND 10' -0" A.F.F. COVER OPENING WITH 2X2" GALV. STEEL HARDWARE CLOTH. O6 ACME MGD -CED -4 -120 CARBON MONOXIDE /NITROGEN DIOXIDE CONTROL CABINET WITH INTERLOCK TO EF -3. O7 NITROGEN DIOXIDE SENSOR 2' -0" BELOW CEILING OR STRUCTURE. O8 CARBON MONOXIDE SENSOR 4' -0" A.F.F. O9 TRANSITION UP TO UNIT CONNECTION SIZE ON ROOF. SCALE: 1/8" = 1' -0" KEY PLAN 100% CONSTRUCTION DOCUMENTS -PHASE B 0 Ix 0 LL H a 0 J 0 7 Z w 7 o �V ' ' V) Z�L_u � �0U�3 �2 c cz `f' 00 co ©U i N t/7 N ix 0:� m Q M M O N OF %% "i �y -A . 93906 I °a � v � .'� f�Ir �S�.•�.z� A N O Z mom ob cb 3: C Ncy3 w �. .... : x O N N Ol U m LL .e = o W o 8 N > OT-9 w3 N N x N W N � •� w Q 3'0 E °z K w v Wow w U Z J p °oQ UN� j Z N Z O co w N � m = O U V Q D Ce O w F_ Lu w m N ®® O Z V = w m Lu OC `° o O Ine Z Z w Cie w V w OU m 0 0 V m m W tI! a V Z a Lu ;\ Z O a I Z X X a ~ O m V a Z � N a LU W W i --Jj H � V 0 < W J G Q ® LJJ C-4 a LL a- IX m LL. � I �� 1••� -I M••�I w w 0 z O w 0 z M2.1 FIRST FLOOR PLAN - HVAC m W tI! a V Z a Lu ;\ Z O a I Z X X a ~ O m V a Z � N a LU W W i --Jj H � V 0 < W J G Q ® LJJ C-4 a LL a- IX m LL. � I �� 1••� -I M••�I w w 0 z O w 0 z M2.1 FIRST FLOOR PLAN - HVAC w 0 z O w 0 z M2.1 FIRST FLOOR PLAN - HVAC M2.1 FIRST FLOOR PLAN - HVAC I O O O O O O REFRIGERANT PIPING ROUTED HIGH - BELOW ROOF OVER TO A/C-1. COORDINATE WITH OVERHEAD DOORS. REFER TO ARCHITECTURAL DRAVANGS. C.D. EXTENDED DOWN - TO CONDENSATE DRAIN PIT CONDENSATE PIT, TO DETAIL "1' ON SHEET M3.2. REFRIGERANT PIPING - ROUTED HIGH ON WALL CONCRETE HOUSEKEEPING PAD. REFER TO DETAIL "8" ON SHEET M3.1. U -1 MINtLOCATIONS. P PING RCA NIT. S EIRE L MIN, J J� STORAGE KERS �__ ___ ________________ SWAT - PIPING D OWN IN ABOVE FLOOR R ATROL PIPE SLEEVE AP SECURE TO WAL MIN. 3 LOCATIOI ALUMINUM JACK PIPING IN VERTI VEHICLE INSPECTION `SEAL WALL PENETRATION AIR TIGHT. �IIEN'S LOCKERS LOCKERS j pr CORRIDOR RTICAL TO MIN. PENETRATE WI ;EAL WATER TIG I VERTICAL AT PROVIDE IG ON EXPOSED UP TO 12" AS CONSTRUCTION l O TRUE PLAN NORTH NORTH FIRST FLOOR PLAN - HVAC PIPING 01 SCALE: 1 /8' 1' -0" ayj o_6 a_6 GENERAL MECHANICAL NOTES: I. ALL RUN -OUT PIPING SHALL BE RUN CONCEALED ABOVE CEILINGS AS HIGH AS POSSIBLE & CONCEALED IN WALLS, CHASES, OR FURROUTS IN GENERAL LOCATIONS SHOWN, UNLESS NOTED OTHERWISE. 2, MAIN CONDENSATE DRAIN LINES AND AUX. DRAIN LINES SHALL BE SIZED AND ROUTED AS SHOWN. 3. PROVIDE CLEANOUTS A MINIMUM OF EVERY 40' ON CENTER AND AT ALL CHANGES OF DIRECTION FOR ALL CONDENSATE DRAINS. 4. SLOPE ALL CONDENSATE DRAIN PIPING 1/8" PER FOOT. 5, ALL EXTERIOR REFRIGERANT PIPING TO BE INSULATED AND COATED WITH UV RESISTANT COATING. KEY PLAN 100% CONSTRUCTION DOCUMENTS - PHASE B 0 m 0 n LL f- Y a O Q � 3 aX J ~ 0 N J O F Z Q O N V W cn ~ W � U ixU y y v m y aoa ZH >o'uFSm� ML d N ry ou ou v s;� m� ma ; �yo�3 OF pN P. W 93906 'rlip n � o o _a3 V ^ o LL c � o w co 0 08' u ^_6 V m ? n Z Y a N z O Q � 1 , aX J ~ w N W U z Y H ^ COc m > o V p V W Q ML d w M F.- 1,il o: a 0 w 3 F(zj 00 NO OZ = w } m � Z m p Z w Y a x 0� V m a a 0 V O wi O 3K m z Z V 0 3 m w 0 m W 4A 2 ZZZ Q 2 CL a N z O Q � 1 , aX J ~ m Q O W U z 4�n F— i / H I-- Q j a W W W V > o N a� Ix Z Lu W Q ML d w M F.- 1,il W V w w 0 z 0 w F(zj M2.2 FIRST FLOOR PLAN - HVAC PIPING DUCT SUPPORTS, TYP: --------------------------------------- REFER TO MECHANICAL RETURN DUCT MAIN DRAWINGS FOR DUCT DIRECTION OF SIZES AND CONFIGURATION AIR FLOW ACOUSTICAL -- - --1 LINER MIN. 4" RECT. SHOE TAP F ACOUSTICAL SHEET METAL DUCT, LINER DUCT BRANCH FULL SIZE OF GR ILL E SECURE DIRECTLY TO GRILLE FRAME, TYP. LT CEILING GRILLE FRAME, TILE REFER TO DRAWINGS FOR SIZE TEE SUPPORT RETURN /TRANSFER GRILLE GRID, TYP. RETURN/TRANSFER AIR GRILLE DETAIL NOT TO SCALE CONICAL FITTING INSULATE THE BACK — SIDE OF ALL DIFFUSERS CEILING DIFFUSER, SIZE AS INDICATED ON PLANS---7 FLEX DUCT, MAXIMUM SIX (6) FEET DUCT MAIN ROUND DIFFUSER RUNOUT, SAME AS DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. MANUAL VOLUME DAMPER WITH LOCKING QUADRANT (DAMPER OUT OF DUCT MAIN AIR STREAM) ROUND DIFFUSER TAP DETAIL 5 NOT TO SCALE FINISHED GRADE NOTES: 1. REFRIGERANT LINES SHALL BE SIZED AND PIPED FROM EVAPORATOR COIL AT INDOOR AIR HANDLING UNIT TO CONDENSING UNIT BASED ON MANUFACTURERS RECOMMENDATIONS. 2. ROUTE LINES IN EXTERIOR WALL, ON THE INTERIOR SIDE OF THE WALL INSULATION AND ABOVE CEILING ACCORDING TO JOB SITE CONDITIONS TO CONDENSING UNIT. 3. COMBINE CONDENSING UNITS ONTO ONE CONTINUOUS FORMED & POURED CONCRETE PAD W/ CHAMFERED EDGES WHERE POSSIBLE AND AS SHOWN. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS. 4. CLEARANCES FROM UNITS TO WALLS AND SCREENED ENCLOSURES SHALL BE BASED ON THE MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. EACH UNIT SHALL BE SUPPORTED (ADDED SUPPORTS), AS REQUIRED TO KEEP TOP OF EACH UNIT EQUAL TO THE TOP OF ANY ENCLOSING WALLS. CONDENSING UNIT DETAIL 02 NOT TO SCALE SHOE TAP DETAIL 2 NOT TO SCALE SECURE WITH CORROSION RESISTANT FASTENERS, MIN. 2 EA. SIDE. CONTINUOUS NEOPRENE GASKET AT ALL CURB CONTACT POINTS COUNTER FLASHING - FASTENED TO NAILER SINGLE PLY ROOF — MEMBRANE WOOD CANT ROOF INSULATION ' ROOF DECK SHIM CURB TO SET — ROOF TOP UNIT LEVEL FIELD INSULATE CURB I — OUTSIDE AIR HOOD INTEGRAL ----- ------I -- --------- CURB CAP - - -- - - - - -- - - - - -- F— BIRDSCREEN EXTEND DUCT UP AND OVER CURB FACTORY PREFABRICATED & ROOFING MATERIAL I INSULATED CURB AND STRUCTURE CONTINUOUS FLASH & COUNTERFLASH NEOPRENE STRIP ` b I I OUTSIDE AIR DUCT ROOF DECK REFER TO PLANS FOR SIZE, FULL SIZE OF CURB. I TRANSITION OUTSIDE AIR INTAKE HOOD DETAIL 6 NOT TO SCALE CONDENSING UNIT: REFER TO DX SPLIT SYSTEM SCHEDULE AND SPECIFICATIONS LIQUID LINE FILTER DRYER SIGHT GLASS UNIT REFRIGERANT LINES EXISTING CONDENSATE PIPING VIBRATION ISOLATION PADS ON ALL CORNERS (TYP.) CONCRETE PAD WOOD NAILER CURB DUCT REFER TO MECHANICAL — DRAWINGS FOR DUCT SIZES AND CONFIGURATION ROOFTOP A/C UNIT CURB CROSS SUPPORT SEAL PERIMETER OF DUCT PENETRATION 1.5 P.C.F.,2" THICK FIBROUS INSULATION CONTINUOUS WITHIN CURB 1/2" THICK GYPBOARD CONTINUOUS WITHIN CURB ROOF INSULATION CONTINUOUS WITHIN CURB FLEXIBLE CONNECTION BELOW ROOF DECK NOTES: 1. REFER TO ARCH. PLANS FOR ROOF PENETRATION DETAILS. 2. CONTRACTOR SHALL SOUND PROOF CURBS AS DETAILED OR FURNISH SOUND ATTENUATING R P F ROOFTOP A/C UNIT CURB DETAIL CU BS AS S ECI IED, NOT TO SCALE NOTES: 1. D = UNIT TOTAL STATIC PRESSURE 2. CONDENSATE DRAIN SHALL BE SIZES SHOWN ON DRAWINGS BUT NO LESS THAN THE UNIT CONNECTION SIZE. OFTOP A/C UNIT EXISTING CONDENSATE DRAIN DETAIL 9)4N!0 SCALE INIT FLASH & COUNTERFLASH CURB SECURE WITH CORROSION RESISTANT FASTENERS WITH NEOPRENE WASHERS, MAX. 12" O.C., MIN. 2 PER SIDE. CURB ROOFING CANT STRIP (REFER ROOFING/ ARCH, DRAWINGS) ROOFING RIGID ROOF INSULATION FAN BASE COUNTERFLASHING NEOPRENE GASKET WOOD NAILER RIGID CURB INSULATION POWER /CONTROL CONDUIT WITHIN CURB DAMPER TRAY FRAME FRAMED ROOF OPENING ROOF DECK ROOFING MATERIAL BELT AND — DRIVE PULLEY ADJUSTABLE DRIVE SHEAVE \� MOTOR PROVIDE LOCK WASHER AND TACK WELD NUTS 3/8" ALL THREAD ROD HANGERS ELECTRIC UNIT HEATER W/ FOUR -WAY DISCHARGE LOUVERS, ADJUSTABLE WALL MOUNT THERMOSTAT WITH 'SUMMER FAN ONLY' SWITCH, MOUNT 4' -6" A.F.F. NOTES: 1. ALTERNATE UNIT MOUNTING IS TO USE MANUFACTURE SUPPLIED WALL MOUNTING BRACKET. 2. WHERE HEATER IS INTERLOCKED WITH EXHAUST FAN PROVIDE COMBINATION HEATING - COOLING THERMOSTAT. UNIT HEATER DETAIL - ELECTRIC NOT TO SCALE EXTRUDED ALUMINUM HOUSING BLOWER WHEEL INLET VENTURI BIRDSCREEN — FACTORY PREFABRICATED & INSULATED CURB FLASH & COUNTERFLASH GRAVITY DUCT: TRANSITION TO FULL BACKDRAFT DAMPERS SIZE OF CURB OPENING; REFER TO FLOOR PLANS FLEXIBLE FOR SIZE. CONNECTION ROOF TOP CENTRIFUGAL EXHAUST FAN DETAIL NOT TO SCALE PLUGGED TEE AHU CASING 2" MIN OPEN CAP ON DRAW THRU UNITS PLUGGED TF' PITCH DOWN TOWARD DI ROOF DECK AND INSULATION DRAIN PAN J DEPTH OF SEAL AS REQUIRED TO OVERCOME OPERATING STATIC DIFFERENCE, MIN. 2" 1" MIN. OPEN SITE DRAIN REFER TO PLUMBING . _==L DRAWINGS NOTE: DRAIN LINE SHALL BE THE SAME SIZE OR LARGER THAN THE CONNECTION ON THE DRAIN PAN. NO LINE SMALLER THAN -Y4" SHALL BE ALLOWED, TYPICAL AHU /FCU CONDENSATE DRAIN TRAP DETAIL V % NOT TO SCALE 0 m lx N O Z V O m 0 p W Z H 3 a x O 'L U m LL ZOl O cn r c w c *k J o 0 w3 u Z 7 o ° u } N Lu = u ix ' "'oa a Z� 'n �oLu0 �2 w� cnCN ix� M�av3 CIS Q MZ) 0 N NATHAN P. HAR .. ......93945 ...:® 0. at tr, ANAL Ems ° I' l.J m N O Z V O m Lu N a p W Z 0 O- 3 E x O 'L U m LL ZOl O O Lo r c w c *k OW °�r o CC, �_� w3 u O '4%\ = u O u O g U O z c° w� ¢z¢ w U zU o�Q l.J m Lu N a Z N Z N Ln Lu % Z a o a X X ~ m a N O a O Lo � W W � V co (4 0 w Lu Lu LL a- M u- '4%\ = u O u r CN Q w� D Ce O O > Lu Lu N m ®® O Z V = w m Lu (� fie m O 0 Z � Z ?: w Ce w V w Ou m u 0 0 m w m Lu N a V Z Z a � N Ln Lu % Z a o a X X ~ m a N O a V > Z � W W � V i 0 LU --Jj H < J Q ® Lu W G a LL a- M u- '4%\ w w� w Z 0 N w Ce O M3.1 100% CONSTRUCTION DOCUMENTS — PHASE B I Ea K a TERMINATE CONDENSATE AT FINISHED GRADE 12 "x12 "x24" DEEP CONCRETE CONDENSATE DRAIN PIT W/ PEA GRAVEL. PROVIDE PEA GRAVEL A - MIN. OF C 04 ALL SIDES AND 62' 13ELOW PIT. EmmRm -I6° MIN, 1.l 0 jR �� LJ =1;1 =1I1=-l1 6" MIDI. c 6" MME. CONDENSATE DRAIN PIT DETAIL SCflEMAIIQ ONLY CONTINUOUS NEOPRENE GASKET AT ALL CURB ROOFTOP A/C UNIT CONTACT POINTS COUNTER FLASHING - FASTENED TO NAILER Q �� N I CURB CROSS SUPPORT SUPPLY /RETURN OPENING TRANSITION FROM NEW EXISTING CURB SUPPLY /RETURN AIR OPENING EXIST. ROOF _ _ I TO EXISTING DUCT EXIST, INSULATION EXIST. ROOF DECK EXISTING ROOF INSULATION DUCT CONTINUOUS WITHIN CURB A FLEXIBLE CONN. ROOFTOP A/C UNIT WITH ADAPTER CURB DETAIL NOT TO SCALE NOTE: 1. CURB ADAPTOR TO BE OF ADEQUATE HEIGHT TO ALLOW FOR NO GREATER FROM 45 DEG, ANGLE TRANSITION BETWEEN NEW AND EXISTING DUCT IN CURB. 2, PROVIDE ADAPTER CURB ONLY WHEN NEEDED. 3. NO PENETRATIONS OF ANY TYPE ALLOWED IN HORIZONTAL PORTION OF CURB. 4, ALL FASTENERS IN CURB TO BE CORROSION RESISTANT FASTENERS WITH NEOPRENE GASKETS. 5. CURB ADAPTER TO BE ANGLED WITH NO FLAT PORTIONS IN HORIZONTAL. 100% CONSTRUCTION DOCUMENTS -PHASE B 0 Ix 4 z LL z V Z a Z o a \ 3 v O Lri V > Z 0 W V J LU --Jj H < 0 J ® a- Z o w ° u } N _ ix a u ZLu .<©�C6Ce Q m H CV D mQ M-C:/:),o�3 �pg604'QQL0�91 p 0 F NATHAN P. HAR .,o ......93905 ...:® o ad py' Oran. E� N O Z v o m mW 3: C N 3 0. P P x O N N O LL U N x c � c O O o N N � •� w Q 3: U O E �w^ a mi=x v �w O °Q U2! n U m z N z V Z a Z o a I \ 3 v O Lri V > Z co (V W V w LU --Jj H < Q LL J ® a- Lu i W G C a M w X040 = u O u Q 1 Z J D Ce w O 0 w F- z Lu w � N m ®® O Z V = w m Lu Of `° o O �z >- z 3 w Cie 0- w u w Ou m u 0 0 m w 0 m W tI! a z V Z a Z o a I Lu ;\ Z X a X m ~ a N O a V > Z � W � W V i 0 LU --Jj H < Q LL J ® a- Lu i W G C a M w X040 p� x // 1 Z J w w w 0 z O w 0 z M3.2 DETAILS - MECHANICAL UNIT HEATERS - ELECTRIC TYPE DESIGNATION DESIGNATION EUH -1, 2, 3, 4, 5, 6 & 7 GENERAL SERVICE VEHICLE INSPECTION /BUNKER/BIKE PATROL /SWAT TYPE MANUFACTURER QMARK ROOF MTD. MODEL MUH0371 FAN CFM 350 DATA MAX. RPM 1,600 CAPACITY, CFM MOTOR HP. 1/100 DATA DATA VOLTAGE 277 EST. EXT. SP, -IN. W.C. PHASE 1 0.25 FREQUENCY, HZ 60 HEATING KW 3.0 DATA OUTPUT (BTUH) 10,200 MIN. WHEEL DIA.- INCHES STAGES 1 13.5 CONTROL VOLTAGE 277 REMARKS WITH WALL MOUNTED THERMOSTAT NOTES: 1. COORDINATE WITH EXISTING ELECTRICAL CHARACTERISTICS, VOLTAGE /PHASE. FIELD VERIFY PRIOR TO ORDERING, AND ADJUST AS REQUIRED. 2. WALL OR STRUCTURE MOUNTED ON MANUFACTURER SUPPORT BRACKET. 3. PROVIDE CONTROL TRANSFORMER FOR THERMOSTAT. 4. PROVIDE MANUFACTURER FURNISHED WALL MOUNTED THERMOSTAT, FAN SCHEDULE DESIGNATION TYPE EF -2 EF -3 EF -4 EF -5 TYPE EQUALIZING GRID ROOF MTD. ROOF MTD. ROOF MTD. ROOF MTD. SERVES nMTD BUNKER SWAT MEN'S LOCKER WOMEN'S LOCKER CAPACITY, CFM 24 "x24" FACE 125 1875 400 350 EST. EXT. SP, -IN. W.C. .0.25 COOK 0.25 0.25 0.25 DRIVE TYPE BELT BELT BELT BELT BELT MIN. WHEEL DIA.- INCHES 10.0 6.0 13.5 8.0 8.0 MAX. RPM 1400 1250 1350 1200 1150 L3 O� MIN. MOTOR H.P. 1/4 1/4 1/2 1/4 1/4 w v VOLTS/PHASE 120/1 120/1 120/1 120/1 120/1 INTERLOCK WITH THERMOSTAT WALL SWITCH THERMOSTAT EXISTING CONTROLS EXISTING CONTROLS MFG. /MODEL NO. 100ACEB 60ACEB 135ACES 80ACEB BOACEB REMARKS COIL L.A.T., D.B. /W.B. - F 60.4/55.72 60.7/56.3 o z 0 U m 119wazusaiJ14aH 1. WALL SWITCHES: REFER TO MOTOR STARTER SWITCHES TO BE FURNISHED UNDER DIVISION 23 AND INSTALLED BY DIVISION 26 (RECESSED IN WALL). 2. P.L. EQUALS "PILOT LIGHT 3. E.M.S. EQUALS ENERGY MANAGEMENT SYSTEM. 4, MOTOR STARTER CAN SUBSTITUTE AS FAN DISCONNECT WHERE NOT WALL MOUNTED AND LOCATED AT FAN MOTOR. A DISCONNECT CANNOT SUBSTITUTE FOR A MOTOR STARTER. 5. COORDINATE WITH EXISTING ELECTRICAL CHARACTERISTICS, VOLTAGE/PHASE. FIELD VERIFY PRIOR TO ORDERING, AND ADJUST AS REQUIRED. GRILLES, REGISTERS AND DIFFUSERS DESIG. TYPE MOUNTING TYPE MATERIAL FINISH MAX. N.C. LVL. OPPOSED DAMPER BLADE EQUALIZING GRID MFG. /MODEL DESCRIPTION/REMARKS A SUPPLY DIFFUSER - LOUVERED LAY -IN STEEL WHITE 30 NO NO TITUS TMS 24 "x24" FACE B NOT USED 37 X 35 26 0.10 50 COOK GI 475 OAI -B C SIDEWALL SUPPLY REGISTER SURFACE MTD. STEEL WHITE 30 NO NO TINS 300 FS ADJUSTABLE DOUBLE DEFLECTION D RETURN AIR GRILLE LAY -IN ALUM WHITE 30 NO NO TITUS 50F Xj %x "xi" EGGCRATE W/FRAMED BORDER; DO NOT STACK J" GRILLES E EXHAUST REGISTER SURFACE MTD. ALUM I WHITE 1 30 1 NO I NO I TITUS 355 FL 35 DEG. FIXED DEFLECTION HVAC GRAVITY VENTILATOR SCHEDULE DESIGNATION SYSTEM SERVED TYPE VOLUMETRIC AIR FLOW RATE (CFM) MAX AIR SPEED THROUGH HOOD (FPM) THROAT HOOD PERIMETER SIZE (IN. X IN.) MAX UNIT HEIGHT 'NTH CURB (IN.) A.P.D. (IN. W.C.) WEIGHT (LB.) MANUFACTURER MODEL COMMENTS SIZE (IN. X IN.) AREA (SO. FT.) OAI -A SWAT GRAVITY INTAKE VENTILATOR 1875 500 18 % 18 2.25 37 X 35 26 0.10 50 COOK GI 475 OAI -B VEHICLE INSPECTION GRAVITY INTAKE VENTILATOR 650 500 12 % 12 1.0 27 X 25 24 0.10 50 COOK GI MANUAL DAMPER OAI -C BUNKER GRAVITY INTAKE VENTILATOR 125 500 12 X 12 1.0 27 X 25 24 0.10 50 COOK GI 900 OAI -D VEHICLE INSPECTION GRAVITY INTAKE VENTILATOR 650 500 12 X 12 1.0 27 X 25 24 0.10 50 COOK GI J DIRECT EXPANSION (DX) SPLIT SYSTEM INDOOR /OUTDOOR UNIT SCHEDULE DESIGNATION RTU -1 DESIGNATION A /C -1 SERVING J a SERVES SWAT LOCKERS TH i MANUFACTURER TRANE MANUFACTURER TRANE TRANE NITROGEN DIOXIDE SENSOR sSPACE PRESSURIZATION SENSOR MODEL 4MUW4512 MODEL NO. THC067 MIN. O.A. 0 MAXIMUM WEIGHT, LBS. F AIR FLOW, CFM 475 6 SUPPLY AIR, CFM 2000 1080 F 6 O SUPPLY DUCT N ° EXT. STATIC PRESSURE, IN W.G. -- MANUAL DAMPER MOTORIZED DAMPER 4 Ia.. MIN. FAN MOTOR POWER, WATTS 125 F.S.D FIRE -SMOKE DAMPER TYPE HIGH WALL MAXIMUM FAN RPM 900 900 �- J 0 SENS. COOLING, BTUH 12,000 a -RS- REFRIGERANT SUCTION � z TOTAL COOLING, BTUH 12,000 Z J COIL ENTERING AIR, DB/WB - F 81.3/64.6 84.6/66.1 w Y COIL L.A.T., D.B. /W.B. - F 60.4/55.72 60.7/56.3 o z 0 U m g MIN. EFFICIENCY RATING 18.3 SEER /10.2 EER AMBIENT AIR, DB - F 105.0 ENT. AIR TEMP. -DB /WB - F 75.0/60.8 SENSIBLE CAPACITY, BTUH 45,500 KW /STAGES HEAT PUMP � a ° z g °z a 30,500 0 ° MAX. AIR P.D., IN. W.G. x 0.25 MAX. FACE VELOCITY, FPM 500 VOLTAGE -- STAGES OF COOLING a 2 MIN. EER 0 ARI CONDITIONS 17.2 17.5 o PHASE -- J < FREQUENCY, HZ -- ENTERING AIR, DB - F MIN. CIRCUIT AMPACITY, A -- w MAX, OVERCURRENT PROTECTION, A -- 'W^ COIL L.A.T., D.B. - T 81.6 94.4 DESIGNATION CU -1 HEATING INPUT, MBTUH LOCATION A /C -1 a MANUFACTURER TRANE i HEATING OUTPUT, MBTUH MODEL 4TUK4512 KW 12 z z WEIGHT, LBS. 150 a VOLTS/PHASE 460/3 208/3 x z MAX. AMBIENT TEMP, F 105 V w MIN. ABBIENT TEMP, F 22 ° o w MIN. NO. STEPS OF CAPACITY CONTROL 1 30.0 a VOLTAGE 208 2" - PLEATED 2" - PLEATED F N MINIMUM SO. FT. 11,1 c PHASE 1 z MAX. A.P.D. CLEAN, IN. W.G. 0.15 v FREWENCY. HZ 60 K w MIN, CIRCUIT AMPACITY, A 12.5 CAMFIL / AP ELEVEN CAMFIL / AP ELEVEN MAX. OVERCURRENT PROTECTION, A 20.0 NOTE: 1. COORDINATE WITH EXISTING ELECTRICAL CHARACTERISTICS, VOLTAGE/PHASE. FIELD VERIFY PRIOR TO ORDERING, AND ADJUST AS REQUIRED. 2. PROVIDE NTH SINGLE POINT POWER CONNECTION AT CONDENSING UNIT. CONTRACTOR TO PROVIDE MANUFACTURER RECOMMENDED WIRING BETWEEN INDOOR AND OUTDOOR UNIT. 3. PROVDE HAIL GUARD ON CONDENSING UNIT. 4. PROVDE MANUFACTURER FURNISHED CONDENSATE PUMP. 5. INDOOR UNIT SCHEDULED AT MEDIUM AIR FLOW, ROOFTOP A/C UNIT SCHEDULE 7 DESIGNATION RTU -1 RN -2 n SERVING MEN'S LOCKER WOMEN'S LOCKER a TH TEMPERATURE/HUMIDITY SENSOR 4 i MANUFACTURER TRANE TRANE NITROGEN DIOXIDE SENSOR sSPACE PRESSURIZATION SENSOR $ WALL SWITCH MODEL NO. THC067 YHCO37 WALL TIMER SWITCH MAXIMUM WEIGHT, LBS. 1000 800 RETURN AIR ARROW 6 SUPPLY AIR, CFM 2000 1080 F ® O SUPPLY DUCT N MIN./MAX. OUTSIDE AIR, CFM 375/2000 325/1080 MANUAL DAMPER MOTORIZED DAMPER 4 EXTERNAL STATIC PRESSURE, IN.. W.G. 0.25 0.25 F.S.D FIRE -SMOKE DAMPER O 0 CONNECT TO EXISTING MAXIMUM FAN RPM 900 900 EXISTING WORK TO BE REMOVED NEW WORK -o- a -RS- REFRIGERANT SUCTION � MINIMUM MOTOR HP 1,0 0.75 -AD- AUXILIARY DRAIN LINE COIL ENTERING AIR, DB/WB - F 81.3/64.6 84.6/66.1 w Y COIL L.A.T., D.B. /W.B. - F 60.4/55.72 60.7/56.3 UNION 0 U m a a 0 F AMBIENT AIR, DB - F 105.0 105.0 SENSIBLE CAPACITY, BTUH 45,500 24,500 z TOTAL CAPACITY, BTUH 53,500 30,500 0 ° MAX. AIR P.D., IN. W.G. 0.25 0.25 MAX. FACE VELOCITY, FPM 500 500 STAGES OF COOLING 2 2 MIN. EER 0 ARI CONDITIONS 17.2 17.5 TYPE OF HEAT ELECTRIC NATURAL GAS ENTERING AIR, DB - F 58.6 53.0 'W^ COIL L.A.T., D.B. - T 81.6 94.4 HEATING INPUT, MBTUH 60.0 a i HEATING OUTPUT, MBTUH 48.0 KW 12 STAGES OF CONTROL 2 2 a VOLTS/PHASE 460/3 208/3 x MIN. CIRCUIT AMPS REQUIRED 23.9 23.3 w MAX. OVERCURRENT PROTECTION -AMPS 35.0 30.0 THICKNESS /DEPTH - TYPE 2" - PLEATED 2" - PLEATED F N MINIMUM SO. FT. 11,1 8.3 z MAX. A.P.D. CLEAN, IN. W.G. 0.15 0.15 MANUFACTURER/MODEL NO. CAMFIL / AP ELEVEN CAMFIL / AP ELEVEN REMARKS O O O 090Q NOTES: 1O COORDINATE WITH EXISTING ELECTRICAL CHARACTERISTICS, VOLTAGE /PHASE. FIELD VERIFY PRIOR TO ORDERING, AND ADJUST AS REQUIRED. Q PROVDE ADAPTER CURB. Q PROVDE NEW CURB. ® ALTERNATE BID /3. Q PROVDE PROGRAMMABLE 7 -DAY THERMOSTAT. MECHANICAL LEGEND 7 CAP 'I CLEANOUT n �T THERMOSTAT /TEMPERATURE SENSOR �H HUMIDITY SENSOR TH TEMPERATURE/HUMIDITY SENSOR 4 CARBON DIOXIDE SENSOR l0 CARBON MONOXIDE SENSOR Z NITROGEN DIOXIDE SENSOR sSPACE PRESSURIZATION SENSOR $ WALL SWITCH $p WALL SWITCH NTH PUSH BUTTON $T WALL TIMER SWITCH ou ou SUPPLY AIR ARROW �-+- RETURN AIR ARROW RISE IN DUCT 5- II DROP IN DUCT ® O SUPPLY DUCT LL RETURN OR EXHAUST DUCT MANUAL DAMPER MOTORIZED DAMPER FIRE DAMPER 3 SMOKE DAMPER F.S.D FIRE -SMOKE DAMPER O 0 CONNECT TO EXISTING EXISTING WORK TO REMAIN NO -- - - - - -- EXISTING WORK TO BE REMOVED NEW WORK -o- PUMPED CONDENSATE RETURN -RS- REFRIGERANT SUCTION -RL- REFRIGERANT LIQUID -CD- CONDENSATE DRAIN -AD- AUXILIARY DRAIN LINE FLOW IN DIRECTION OF ARROW Z w Y SLOPE DOWN IN DIRECTION OF ARROW a UNION 0 U m 100% CONSTRUCTION DOCUMENTS - PHASE 6 O m C O n LL Y Q QO 3 aX J ~ an N J O f Z Q O N 0 W~ W e? V y h V Z >om; ML d N ry ou ou v s;� CIC 4Y COQ ; nwoN3 7 OF AN P. K 93906 /V? n � E _a3 0 ^ oLL cad m Wt e� u ° 3 E °' - d - psi 08' u °6 V m z n Z Y a N z QO , Z aX J ~ w N W_ U z Y H ^ COc m � o V p V W Q ML d w M �, a w O LL 3 O O 0 NO Oz = w } m Z m p Z w Y a x 0 U m a a 0 V O h 0 3K m i z Z V O 3 m w a 0 m W to = ZZ Q 2 a N z QO , Z aX J ~ m Q O W_ U z 4n H Q a W C W W v � o N Ix Z Lu W Q ML d w M �, W � w w a 0 z O w O z M4.1 SCHEDULES - MECHANICAL TRUE PLAN NORTH NORTH N N % JAIL RENOVATION - PLUMBING 02 SCALE: 1/4" = 1' -0" I INSPECTION I I I J NEW CONSTRUCTION EXISTING CONSTRUCTION I� i TRUE NORTH oR H BID ALTERNATE #1 N N FIRST FLOOR PLAN - PLUMBING 0SCALE: 1/8" = 1' -0" BY SYMBOL '❑' NG WASHER CONNECTION BOX TO N. CLEAN TO LIKE NEW CONDITION. VERIFY THE EXACT LOCATION OF XISTING SANITARY SEWER PRIOR TO _LATION. SAWCUT FLOOR AS ;ED TO MAKE CONNECTION THE NG SANITARY SEWER MAIN, REFER TAIL '02' ON SHEET P3.1 FOR JT DETAIL. VERIFY THE EXACT LOCATION OF XISTING SANITARY VENT ABOVE THE G AND EXTEND NEW 2" VENT AS RED TO MAKE CONNECTION. VERIFY THE EXACT LOCATION OF XISTING DOMESTIC HOT AND COLD ABOVE THE CEILING. ROUTE NEW )MESTIC HOT AND COLD WATER WITH OFF VALVES AS REQUIRED TO MAKE :CTION. THE NEW 3/" DOMESTIC HOT VATER LINE SHALL TIE INTO AN NG HOT WATER LINE MINIMUM 1" IN NOTES BY SYMBOL 'O': (D REWORK THE EXISTING DOMESTIC HOT WATER, COLD WATER AND SANITARY SEWER AS REQUIRED TO MAKE CONNECTION TO THE NEW LAVATORY. EXISTING UNDERGROUND GAS MAIN 4" U/G TO REMOTE FDC 6 "U /G THRUST BLOCK PER NFPA 24 TYPICAL * ** *VERIFY THE EXACT LOCATION OF THE EXISTING UNDERGROUND GAS LINE WITH THE LOCAL GAS COMPANY, RELOCATE THE GAS LINE AS REQUIRED IF DETERMINED IT IS LOCATED UNDER THE NEW BUILDI G FOOT PRINT. PROTECT GAS LINE DURIN CONSTRUCTION. * * ** G FIELD VERIFY EXAC LOCATION OF THE EXISTING DOMESTIC COLD WATER LINES Ll 3 /4 "NFWH I � � I I I 3/4" CW -DN I I I W/ SHUT OFF VALVE TO HB. SHUT -OFF VALVE SHALL BE IN THE VERTICAL 76 "AFF, I I I I I I I 3/4" I I SWAT i -REFER TO SPRINKLER RISER DETAIL '03' ON SHEET P3.1 SP � 1 H a t I I I NEW CONSTRUCTION r -- I F - - - - -- I I STORAGE F__ �L. u SWAT W LOCKERS NKE 3/4" - - -- I BIKE ATROL I I 3/4" ------------------------ HICLE IN ECTION NEW FIRE MAIN 3/4" FROM EXISTING FIRE SPRINKLER SYSTEM ------------ J G 0 0 I'6 i E IS LOC RS THE FIRE MAIN DETERMINE BEST ATION TO TIE NEW 1 MAIN TO EXISTING I LOCKERS Hl CORRIDOR G 0 0 o r___________ SPIR KLER SYSTEM NO.1 ZONE 1. (3142 SO FT) BID TERNATE #2. NOTE THE NEW SPRINKLER RISER ASSEMBLY WITH ACKFLOW PREVENTER AND ASSOCIATED PIPIN SHALL BE PRICED UNDER BID ALTERNATE #2. O—Zi HEAT TRACE CONTROL DE 'V CE EXISTING RUCTION C7 * ** *VERIFY THE EXACT LOCATION OF THE EXISTING UNDERGROUND OAS LINE WITH THE LOCAL GAS COMPANY. R LOCATE THE GAS LINE AS REQUIRED IF D ERMINED IT IS LOCATED UNDER THE NEW BUILDING FOOT PRINT. PROTECT GAS LINE DURING CONSTRUCTION. * * ** COORDINATE ROUTING OF THE DOMESTIC WATER D FIRE MAIN WITHIN THE CHASE CONNECTI E TWO BUILDING. PROVIDE HEAT TRACE A INSULATION ON BOTH FIRE AND THE DOMESTIC WATER. PROVIDE A DRAIN DOWN LINE ON THE FIRE IF THE WATER IS TRAPPED FROM DRAINING. EXISTING UNDERGROUND GAS MAIN REWORK EXISTING WET SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. RELOCATE AND / OR REPLACE EXISTING SPRINKLER PIPING AND HEADS AS REQUIRED. PROVIDE NEW SPRINKLERS AS NECESSARY FOR COMPLETE COVERAGE. CONTRACTOR SHALL MATCH EXISTING BUILDING MATERIALS & METHODS. WHERE SPRINKLER PIPING IS REMOVED DISCONNECT & CAP ABOVE CEILING. FIELD VERIFY SCOPE OF WORK PRIOR TO BID SUBMITTAL. FIELD VERIFY OPTIMAL TIE -IN POINT TO EXISTING. TRUE PLAN NORTH NORTH N N FIRST FLOOR PLAN - PHASE B - PLUMBING 0 1 SCALE: 1/8" = 1' -0" KEY PLAN 100% CONSTRUCTION DOCUMENTS -PHASE B D oz REMOTE FREE m O STANDING FIRE CD N Z 1-- O DEPARTMENT x Uo REFER TO CIVIL t/f CONNECTION D � 0 DRAWGINS FOR 4t - - -- r u C C � ° = CONTINUATION V) N w 2 RI 3.N 3: O E U �_ F rl F Lu Z C w F ol c m 2 Ov H N N N 4" TO CHECK VALVE REMOTE FDC IN CONCRETE BOX REFER TO DETAIL '03 3 Z ON SHEET P3.1F �N - 4" U/G TO REMOTE FDC 6 "U /G THRUST BLOCK PER NFPA 24 TYPICAL * ** *VERIFY THE EXACT LOCATION OF THE EXISTING UNDERGROUND GAS LINE WITH THE LOCAL GAS COMPANY, RELOCATE THE GAS LINE AS REQUIRED IF DETERMINED IT IS LOCATED UNDER THE NEW BUILDI G FOOT PRINT. PROTECT GAS LINE DURIN CONSTRUCTION. * * ** G FIELD VERIFY EXAC LOCATION OF THE EXISTING DOMESTIC COLD WATER LINES Ll 3 /4 "NFWH I � � I I I 3/4" CW -DN I I I W/ SHUT OFF VALVE TO HB. SHUT -OFF VALVE SHALL BE IN THE VERTICAL 76 "AFF, I I I I I I I 3/4" I I SWAT i -REFER TO SPRINKLER RISER DETAIL '03' ON SHEET P3.1 SP � 1 H a t I I I NEW CONSTRUCTION r -- I F - - - - -- I I STORAGE F__ �L. u SWAT W LOCKERS NKE 3/4" - - -- I BIKE ATROL I I 3/4" ------------------------ HICLE IN ECTION NEW FIRE MAIN 3/4" FROM EXISTING FIRE SPRINKLER SYSTEM ------------ J G 0 0 I'6 i E IS LOC RS THE FIRE MAIN DETERMINE BEST ATION TO TIE NEW 1 MAIN TO EXISTING I LOCKERS Hl CORRIDOR G 0 0 o r___________ SPIR KLER SYSTEM NO.1 ZONE 1. (3142 SO FT) BID TERNATE #2. NOTE THE NEW SPRINKLER RISER ASSEMBLY WITH ACKFLOW PREVENTER AND ASSOCIATED PIPIN SHALL BE PRICED UNDER BID ALTERNATE #2. O—Zi HEAT TRACE CONTROL DE 'V CE EXISTING RUCTION C7 * ** *VERIFY THE EXACT LOCATION OF THE EXISTING UNDERGROUND OAS LINE WITH THE LOCAL GAS COMPANY. R LOCATE THE GAS LINE AS REQUIRED IF D ERMINED IT IS LOCATED UNDER THE NEW BUILDING FOOT PRINT. PROTECT GAS LINE DURING CONSTRUCTION. * * ** COORDINATE ROUTING OF THE DOMESTIC WATER D FIRE MAIN WITHIN THE CHASE CONNECTI E TWO BUILDING. PROVIDE HEAT TRACE A INSULATION ON BOTH FIRE AND THE DOMESTIC WATER. PROVIDE A DRAIN DOWN LINE ON THE FIRE IF THE WATER IS TRAPPED FROM DRAINING. EXISTING UNDERGROUND GAS MAIN REWORK EXISTING WET SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. RELOCATE AND / OR REPLACE EXISTING SPRINKLER PIPING AND HEADS AS REQUIRED. PROVIDE NEW SPRINKLERS AS NECESSARY FOR COMPLETE COVERAGE. CONTRACTOR SHALL MATCH EXISTING BUILDING MATERIALS & METHODS. WHERE SPRINKLER PIPING IS REMOVED DISCONNECT & CAP ABOVE CEILING. FIELD VERIFY SCOPE OF WORK PRIOR TO BID SUBMITTAL. FIELD VERIFY OPTIMAL TIE -IN POINT TO EXISTING. TRUE PLAN NORTH NORTH N N FIRST FLOOR PLAN - PHASE B - PLUMBING 0 1 SCALE: 1/8" = 1' -0" KEY PLAN 100% CONSTRUCTION DOCUMENTS -PHASE B D oz m O Z CD N Z 1-- O ;_ x Uo LL o) t/f w D � 0 =rmca 4t O r u C C � ° = oZ o W V V) N w 2 LuU 3.N 3: O E U �_ U) Boa Q Lu Z C w O T� c m 2 Ov H N N N ix 82 mQ cJ J 4 m�0 N 0 QF -at t �S e`r C7 4S NATHAN P. HM +.f....939�Dfi.....' lies" -- 'CONS..- r CJ oz m Z CD N Z O ;_ x Uo LL o) m w co � 0 =rmca 4t 0 '9 r u C C � ° = �d U m � H 5 Lsw w< O A.41 N 3.N 3: O E U �_ O„z,� u� m 0 w W U zz t2 Q pooQ U o CJ Z Z VS O w co � 0 U N Q = U O N w 0 3 Z Lu w �N m °� ® z V = w m Lu O 0:� m Lu Z �3 Z 3 O � o w Q v w °m o o v m m Lu to Q � _ = r V a W Ln z pax Q/ `o_ ~ Ii r O W 9 � Z H Q LU m W W i H �VO,W Z Q O Lu C-4 a LL I LL 0 4 � Z AgF\/ 1` w w 0 Z 0 N w Z P2.1 FIRST FLOOR PLAN - PLUMBING REFER TC FOR PAT( SAW CUT PRIOR TI EXISTING EXACT N PROCEDL CUTTING OWNER. CONTRACTOR SHALL FIELD VERIFY EXISTING SLAB CONDITIONS PRIOR TO SAWCUTTING. P 2ND FLOOR 1 1 PLUMBING RISER DIAGRAMS O1 SCALE SCHEMATIC ONLY PER MANUFACTURER'S ^ ^ "° RECOMMENDATIONS AND IN ACCORDANCE 'NTH THE SITE SOILS TEST REPORT RECOMMENDATIONS NOTE: PIPE SIZES & ASSEMBLY TO BE DETERMINED BY HYDRAULIC CALCULATIONS EXISTING FOUNDATION 02 UNDERFLOOR PIPING DETAIL NOT TO SCALE NOTE: 1. INFORMATION PROVIDED IS NOT INTENDED TO REFLECT THE EXACT SLAB TYPE BUT IS INTENDED FOR GENERAL BACKFILL INFORMATION ONLY. CONTRACTOR SHALL FIELD VERIFY EXISTING SLAB TYPE, THICKNESS, REINFORCING, PRIOR TO PERFORMING ANY WORK, 2. FOR ANY MPE UTILITIES THAT CROSS THE PERIMETER GRADE BEAM USE NATIVE BACKFILL OR CLAY PLUG TO PROTECT UNDERSLAB TRENCHES FROM EXTERIOR WATER INTRUSION. v FLOOR MOUNTED - PIPE STAND (TYP.) TO SPRINKLER SYSTEM 4' F F OS &YW/ TAMPER SWITCH STRAINER W/ - SHUT -OFF VALVE FLOOR FLANGE & - BOLT AS REQUIRED THRUST BLOCK PER NFPA 24 6' F GONG EXTERIOR WALL DRAIN THRU WALL /_W/ 90' ELBOW LT e 1. SPRINKLER SHOP DWG. SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL OF PIPE SUPPORTS & HANGER LOCATIONS. 2.ALL BACKFLOW PREVENTORS SHALL BE TESTED BY AN APPROVED BACKFLOW PREVENTION SPECIALIST PRIOR TO PLACING IN SERVICE. A CUSTOMER SERVICE INSPECTION CERTIFICATE SHALL BE REQUIRED PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANY PERMIT. 3.BACKFLOW PREVENTER MAY ALSO BE INSTALLED IN THE VERTICAL IF ALLOWED BY THE MANUFACTURER FOR VERTICAL APPLICATIONS 4. IF CIVIL DRAWINGS INDICATE BACKFLOW PREVENTER WITHIN THE VAULT THEN NO A BACKFLOW PREVENTER SHALL NOT BE PROVIDED INSIDE THE BUILDING. ALTERNATE BID #2 SINGLE FIRE SPRINKLER VALVE ASSEMBLY DETAIL OV SCHEMATIC ONLY MIN. SIZE AND " -0" AND S OF PIPE RIFY EXACT CKNESS. IF CARTON FORMS OR VOID SPACE ARE PRESENT. VERIFY VOID DEPTH WITH OR BY TEST CUT (SQUARE). IF VOID FORMS ARE FOUND USE EXTREME CAUTION IN SAWCUTTING OPERATIONS. GENERAL FIRE SPRINKLER NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY WATER SUPPLY INFORMATION INCLUDING FLOW TEST AND SYSTEM'S WORKING PRESSURE. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATION AND SIZES OF PIPING THAT WILL BE CONNECTED TO SUPPLY SYSTEM(S). 3. SPRINKLER SYSTEM PIPING (ALL FEED MAINS, CROSS MAINS AND BRANCH LINES) SHALL BE HYDRAULICALLY SIZED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING PIPING LAYOUT WITH BEAMS AND GUIDES, ALL DUCTWORK, DIFFUSERS, LIGHTING FIXTURES, AND OTHER PIPING, ETC. SEE ARCHITECTURAL REFLECTED CEILING PLANS AND DRAWINGS OF ALL RESPECTIVE TRADES. 4. CONTRACTOR SHALL NOT SCALE DRAWINGS. 5. IN AREAS WHERE THERE ARE NO FINISHED CEILING OR WHERE BEAMS ARE EXPOSED, CONTRACTOR SHALL COORDINATE SPRINKLER LOCATION WITH STRUCTURAL MEMBERS TO INSURE CODE COMPLIANCE. 6. ALL FIRE LINES SHALL BE PRIMED & PAINTED WHERE EXPOSED (IN FINISHED AREAS). 7. NO MECHANICAL TEES SHALL BE INSTALLED. 8. ALL VALVES SHALL BE EQUIPPED WITH A TAMPER SWITCH, EXCEPT DRAIN VALVES, UNLESS INSTRUCTED OTHERWISE BY ARCH. 9. CONTRACTOR SHALL REVISE LOCATIONS OF PIPING, AS SHOWN, TO MEET UNFORESEEN CONDITIONS OR CONTRACTOR'S REQUIREMENTS. PREPARE SHOP DRAWINGS AS REQUIRED, SUBJECT TO THE APPROVAL OF THE STATE INSURANCE AUTHORITIES AND THE LOCAL AUTHORITIES. 10. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT THE SITE. ALL PIPING AND EQUIPMENT, LOCATIONS, SIZES, AND DIMENSIONS SHALL BE CHECKED AND VERIFIED AT THE BUILDING SITE. ll. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL WALLS, PARTITIONS, CEILING HEIGHTS, AND EQUIPMENT. 12. CONTRACTOR SHALL COORDINATE FINAL LOCATIONS OF SPRINKLERS FROM THE ARCHITECTURAL REFLECTING CEILING PLANS, 13. CONTRACTOR SHALL RUN NEW LINES PER FIELD CONDITIONS. lk COMPLETED BUILDING SPRINKLER SYSTEM SHALL BE ACCEPTABLE TO THE "AUTHORITY HAVING JURISDICTION ". 15. PRIOR TO BID SUBMITTAL THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS TO VERIFY FLOOR PLAN SCALE OF MECHANICAL DRAWINGS PRIOR TO ANY QUANTITATIVE TAKE -OFF OF MATERIALS, PLUMBING LEGEND SYMBOL DESCRIPTION - - DOMESTIC COLD WATER (CW) - - - DOMESTIC HOT WATER (HW) - - - - - DOMESTIC HOT WATER RETURN (HWR) - + + - 1407 DOMESTIC HOT WATER (HW) - + + + - 1401' DOMESTIC HOT WATER RETURN (HWR) JA 18 SANITARY WASTE ------- - - - - -- SANITARY VENT F - FIRE LINE '-- HEAT TRACED PIPING >f'- a` -b-'- 9' EXISTING TO REMAIN 1 fi 8 DIRECTION OF SLOPE ------ 10' DIRECTION OF FLOW 8' 1 0 D RISE & DROP IN PIPING I ICI CLEANOUT 8 BALL VALVE 13' CHECK VALVE HT.SA SHOCK ARRESTOR NEW CONNECTION TO EXISTING A.F.F. ABOVE FINISHED FLOOR B.F.F. BELOW FINISHED FLOOR B.F.G. BELOW FINISHED GRADE CO CLEAN OUT WCO WALL CLEAN OUT (E) EXISTING UTILITIES NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED 4" CHECK VALVE IN CONRETE BOX WITH TRAFFIC BEARING CASTIRON FRAME AND COVER WALL BRACKET �� WALL (MIN: 2 PLACES) 1" PIPE FREE STANDING 1" GLOBE VALVE AT FIRE DEPTMENT MAX. 6' -0" A.F.F. %` CONNECTION PROVIDE 4" THICK CONCRETE SIGHT GLASS PAD WITH 6" MIN. OF COVER REMOVABLE PIPE 1" NIPPLE THRU WALL ON ALL SIDES OF PIPE SECTION 90' ELL �1 "x Y2" 45' ELL FLOORED TEST ORIFICE (PER NFPA 13) ° ^ r SPLASH BLOCK I AS DETAILED FINISHED rGRADE ` \-4" CHECK VALVE W/ \ BALL DRIP `PROVIDE PEA GRAVEL MIN. OF 6" ON ALL SIDES, 6" ABOVE BOTTOM OF BOX AND 12" BELOW BOX. MIN. 6" BETWEEN BOTTOM OF GRADE BEAM AND TOP OF PIPE NOTES: INSPECTORS TEST CONNECTION SHALL BE PIPED FROM THE END OF THE HYDRAULICALLY MOST REMOTE BRANCH LINE. TEST CONNECTION SHALL BE PLACE IN APPROVED ACCESSIBLE LOCATION, I.E. JANITOR'S CLOSET, MECH. ROOM. ALTERNATE BID #2 AUTOMATIC WET SPRINKLER SYSTEM INSPECTOR'S TEST DETAIL ®� NOT TO SCALE GENERAL PLUMBING NOTES: I. ALL DIMENSIONS AND FIELD CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE. THE LOCATION OF ALL NEW PIPING, FIXTURES, EQUIPMENT, LOCATIONS, SIZES, SCALES, AND DIMENSIONS SHALL BE CHECKED AND VERIFIED ON SITE. 2. CONTRACTOR SHALL LAY OUT THEIR WORK BASED ON ACTUAL FIELD MEASUREMENTS AND ACTUAL DIMENSIONS OF EQUIPMENT AND FIXTURES INSTALLED. ALL PIPING AND EQUIPMENT OF ALL TRADES SHALL BE PROPERLY COORDINATED AND SET IN PLACE TO MAINTAIN REQUIRED SERVICE CLEARANCES ALL INSTALLATIONS SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. 3. CONTRACTOR SHALL CHANGE THE LOCATION OF NEW PIPING, WHERE REQUIRED, TO MEET FIELD CONDITIONS. 4. CONTRACTOR SHALL SUBMIT COMPLETE PRODUCT DATA ALONG WITH SHOP DRAWINGS. PREPARE AND SUBMIT 1/4" = V - 0" SCALE PLUMBING PIPING SHOP DRAWINGS. CONTRACTOR SHALL FULLY COORDINATE ALL PIPING SHOP DRAWINGS WITH SHEET METAL SHOP DRAWINGS AND WITH THE WORK QU ALL OTHER TRADES. PRIOR TO SUBMITTAL SHOP DRAWINGS SHALL BE CHECKED FOR OBSTRUCTIONS AND INTERFERENCES, ETC. FAILURE TO SUBMIT SHOP DRAWINGS IN A TIMELY MANNER AS REQUIRED TO KEEP PACE WITH THE CONSTRUCTION SCHEDULE MAY RESULT IN DELAYS, AND POSSIBLE STOPPAGE OF PAYMENT TO THE CONTRACTOR. ADDITIONALLY, NO WORK MAY PROCEED UNTIL SUCH SHOP DRAWINGS ARE SUBMITTED, REVIEWED, AND FOUND TO BE ACCEPTABLE BY THE ARCHITECT AND ENGINEER. 5. REFER TO STRUCTURAL ENGINEERS PLANS FOR EXACT LOCATION OF STRUCTURAL PIERS, BEAMS, JOISTS AND OTHER STRUCTURAL ELEMENTS. MODIFY PIPE ROUTING AS REQUIRED TO AVOID CONFUCTS WHERE SUCH OCCURS. 6. REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS OF ALL WALLS, PARTITIONS, CEILINGS, CEILING HEIGHTS, AND EQUIPMENT/FIXTURES. 7. COORDINATE ALL UNDERGROUND UTILITIES WITH CIVIL ENGINEERING PLANS FOR CONNECTION OF ALL SANITARY WASTE, STORM DRAINS, DOMESTIC WATER AND FIRE WATER SUPPLIES THAT EXTEND 5' -0" BEYOND THE BUILDING LINE. VERIFY EXACT FLOW LINE ELEVATIONS OF WASTE AND STORM MAINS PRIOR TO MAKING ANY CONNECTIONS. B CONTRACTOR SHALL CONFIRM SCALE OF PLUMBING DRAWINGS BY COMPARISON WITH ARCHITECTURAL DRAWINGS TO VERIFY THE ACCURACY OF ALL TAKE -OFFS MADE DURING THE BIDDING PERIOD. 9. ANY PIPE PENETRATIONS OF CEILINGS, WALLS OR FLOORS SHALL BE RESTORED TO THE FIRE RATINGS INDICATED ON THE ARCHITECTURAL DRAWINGS. FLOOR, WALL AND CEILING PIPING PENETRATIONS SHALL BE PATCHED, SLEEVED, SEALED, AND BE PROVIDED WITH APPROPRIATE ESCUTCHEONS WHERE LOCATED IN FINISHED/EXPOSED SPACES. 10. SHUT -OFF VALVES, SHOCK ARRESTORS, THERMOSTATIC MIXING VALVES AND CLEAN -OUTS LOCATED BEHIND ACCESS PANELS SHALL BE CENTERED ON THE ACCESS DOOR AND SHALL BE IMMEDIATELY ACCESSIBLE FROM THE ACCESS DOOR. SHUT -OFF VALVE HANDLES SHALL FACE THE ACCESS DOOR. 11. ACCESS DOORS OR ACCESS PANELS SHALL BE A MINIMUM OF 18" X 18 ". WHERE MORE THAN ONE DEVICE IS SERVICED FROM THE ACCESS LOCATION THE PANEL SHALL BE A MINIMUM OF 24 "X24 ". 12. ALL POINT -OF -USE THERMOSTATIC MIXING VALVES SHALL BE PROVIDED WITH SHUT -OFF VALVES AND UNIONS ON THE COLD WATER SUPPLY, HOT WATER SUPPLY AND TEMPERED WATER OUTLET OF THE DEVICE. 13. CONTRACTOR SHALL RUN ALL PLUMBING LINES AS HIGH AS POSSIBLE EXCEPT WHERE DIRECTED OTHERWISE. 14. ALL VENTS THRU ROOF SHALL TERMINATE A MIN. OF 2v_ELLT FROM ANY OUTSIDE AIR INTAKES, EXCEPT WHERE DIRECTED OTHERWSE. COORDINATE WITH MECHANICAL CONTRACTOR AND OTHER TRADES. 15. REFER TO ENLARGED SCALE TOILET ROOM PLANS ON ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FLOOR DRAINS AND PLUMBING FIXTURES. 16. SUSPEND SANITARY SEWER, STORM DRAIN & DOMESTIC WATER PIPING AS HIGH AS POSSIBLE. MAINTAIN A MINIMUM SLOPE ON ALL DRAIN LINES OF 1/8" PER FOOT, FOR DRAIN PIPING LOCATED IN CRAWL SPACES, SUSPEND PIPING AS HIGH AS POSSIBLE AND DO NOT DROP PIPING DOW INTO SOIL UNTIL FLOW LINE DICTATES SUCH. UNDER THESE CONDITIONS OFFSET PIPE AT A 45 DEGREE ANGLE TO DROP THE PIPE TO BELOW GRADE AND TO CLEAR THE PERIMETER GRADE BEAM AND THE HEIGHT OF ANY CARTON FORMS LOCATED BELOW THESE BEAMS. 17. ALL GREASE WASTE AND SANITARY SEWER PIPING THAT RECEIVES A DISCHARGE OF WASTE OR WATER THAT IS 140 DEGF. OR GREATER IN TEMPERATURE SHALL BE STANDARD WEIGHT CAST IRON PIPE WITH HUB AND SPIGOT FITTINGS FOR BURIED PIPING (UNDER DIRT EVEN IF IN A CRAWL SPACE) INSTALLATIONS AND NO -HUB FOR ABOVE SLAB INSTALLATIONS OR SUSPENDED ABOVE GROUND IN A CRAWL SPACE, WITHOUT EXCEPTION. EXTEND CAST IRON PIPE TO BE A MINIMUM OF 20' TWENTY LINEAR FEET IN LENGTH BEFORE ALLOWING TRANSITION BACK TO ANOTHER PIPE MATERIAL, OR AFTER CONNECTING TO A MAIN DRAIN LINE. 18. CONTRACTOR SHALL NOT DEVIATE FROM THE CONSTRUCTION DOCUMENTS. ANY DEVIATION SHALL RECEIVE WRITTEN ACCEPTANCE AND APPROVAL FROM THE OWNER AND ARCHITECT IN ADVANCE OF SUCH WORK BEING PERFORMED. SUBMIT SUCH REQUESTS TO THE ARCHITECT AND ENGINEER ALONG WITH THE APPROPRIATE MONETARY CREDIT, AS APPLICABLE. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS FOUND ON THE PROJECT THAT DID NOT RECEIVE A LETTER OF ACCEPTANCE AND APPROVAL FROM THE OWNER OR ARCHITECT SHALL BE FULLY REPLACED AND SHALL BE MADE TO BE IN FULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS AT THE EXPENSE OF THE CONTRACTOR. a. BENDS 24" MIN. ON 12" & LARGER 18" MIN. ON 10" & SMALLER B - PIPE THRUST BLOCK (ZPrTION1 BENDS & TEES TEES C +SO. D SO. a: PLUGS THRUST BLOCK SCHEDULE PDI UNIT TYPES FIXTURE/ I// MID IIE H10 IIH HID TEES RUGS SIZE 1 Aj 8 A 113 (INCHES) JA 18 (INCHES) A REMARKS D 1" 6 16 10' 9' 1 111 1 fi 8 10 12 10' 21 8' 1 22 13 12-1 13 8 16' 13' 16- 1 17-1 29 r STRAIGHT TAILPIECE. NFWH NON- FREEZE -" NOTE: THRUST BLOCKS SHALL BE INSTALLED IN COMPLIANCE W/ NFPA #24. ALTERNATE BID #2 �r] THRUST BLOCK DETAIL NOT TO SCALE PLUMBING FIXTURE ROUGH -IN SCHEDULE PDI UNIT TYPES FIXTURE/ WATER HOT WATER TEMPERATURE WASTE VENT RANGE OF FIXTURE UNITS SERVED DESIGNATION DESCRIPTION 33 -60 (INCHES) (F) (INCHES) (INCHES) REMARKS �.• 1" (INCHES) 1J1" 2" Z o IL R V V) x W Z� y K n 3 Qowm �m 3= 0cVc H W N N WALL MTD., 8" CENTERS WITH 5" SPOUT, LEVER HANDLES -ADULT - L -I/L -2 LAVATORY X" X" 110F 92" 14" ADA /TAS - L -1 IS NON ADA AND SHALL BE PROVIDED WITH A r STRAIGHT TAILPIECE. NFWH NON- FREEZE -" __ __ __ -- WALL MTD., FULLY RECESSED, FREEZE PROOF W/ VACUUM BREAKER WALL HYDRANT m � O WASHER Z Oz 2" CENTER DRAIN W/ HOT AND COLD WATER HOSE CONNECTIONS, WCB -1 CONNECTION BOX y4" �° 140E y^ 2" QUARTER TURN VALVES, AND SHOCK ARRESTORS. NOTES: 1. ROUGH -IN SUPPLY WASTE & VENT PIPE SIZES INDICATED ABOVE ARE MINIMUM PIPE SIZES SHOWN FOR ROUGH -IN ONLY. MAIN SIZES SHALL BE AS in INDICATED ON DRAWINGS. �Z >3 2. COORDINATE WITH PLUMBING FIXTURE MFG. DIMENSIONED ROUGH -IN SHEET/DRAWINGS FOR EXACT LOCATIONS, SIZES, REQUIREMENTS, ETC.. PLUMBING Z 3 CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A COMPLETE INSTALLATION AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS, IN FULL ACCORDANCE WITH ALL APPLICABLE CODES HAVING JURISDICTION. w 3. REFER TO PLUMBING FIXTURE SPECIFICATIONS FOR ACCEPTABLE MANUFACTURER & MODEL NUMBER. ALL FIXTURES SHALL BE OF COMMERCIAL GRADE = UNLESS NOTED OTHERWISE. 3 V m 4. REFER TO ARCHITECTURAL DRAWINGS FOR ALL MOUNTING HEIGHTS AND EXACT LOCATIONS. COORDINATE 'NTH GENERAL CONTRACTOR PRIOR TO 0 STARTING ANY WORK. PROVIDE ANY ADDITIONAL SUPPORTS, HANGERS, OPENINGS, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. COORDINATE ALL m CLEARANCES AND LOCATIONS WITH OTHER TRADES AS REQUIRED. 5. PROVIDE AN AIR CHAMBER ON EACH BRANCH PIPE AT EACH FIXTURE. THE AIR CHAMBER SHALL HAVE A MINIMUM VERTICAL LENGTH OF 18 ", SHALL BE CONCEALED IN THE WALL, AND SHALL BE OF THE SAME PIPE MATERIAL AND DIAMETER AS THE BRANCH PIPE. WATER HAMMER /SHOCK ARRESTOR (SA) SCHEDULE PDI UNIT TYPES 'A' 'B' 'C' V 'E' 'F' RANGE OF FIXTURE UNITS SERVED 1 -11 12 -32 33 -60 61 -113 114 -154 155 -330 SHOCK ARRESTOR CONNECTION SIZE PER PD] TABLES, NOT SUPPLY PIPE SIZE �.• 1" U)", 1J1" 2" NOTE: UNITS SHALL BE INSTALLED IN SIZE AND LOCATION PER THE MANUFACTURER'S RECOMMENDATIONS. WHERE UNITS ARE LOCATED BEHIND A WALL, CONTRACTOR SHALL PROVIDE ACCESS PANEL PER SPECIFICATIONS. 100% CONSTRUCTION DOCUMENTS - PHASE B OF j) NAT P. K B E U O LL a o W o B E a 3u € °s V ¢ a y pk8 �Ro LJ C O Z LL Z Q 3 J LL N O J O N Z o IL R V V) x W Z� y K n 3 Qowm �m 3= 0cVc H W N N C✓,i Q Ih N L7 N OF j) NAT P. K B E U O LL a o W o B E a 3u € °s V ¢ a y pk8 �Ro LJ Z Z F w se J LL O h O Y N IN Q 0 O r d w m Z m � O Z Oz 2 w } m m in O �Z >3 Z 3 w u ow w = 3 V m a 0 0 V m m W Vf a N V Z LL w a O Z J ix F- O 3u Ln �- a N a w m W W > N :E u O a W Z ' C4 09 ai d w L r^i LL CIO r,`10i W /01 Iii 1� Q Z O N d Z P3.1 DETAILS AND SCHEDULES - PLUMBING 11 �7 iFI iFi 11 , EXST XERCISE TRUE PLAN NORTH NORTH N N co, 1 3 2 EXST MEN'S ) LOCKERS MEN' LOCKER 11 � _ RM. (E) i F 1 3 EXST 2 STORAGE EXST NOMAN'S LOCKERS GENERAL DEMOLITION NOTES: 1, THE INFORMATION ON THE DEMOLITION DRAWINGS ARE NOT FROM "AS BUILT" DRAWINGS BUT FROM ORIGINAL DRAWINGS. THIS INFORMATION IS INCLUDED FOR REFERENCE ONLY. CONTRACTOR WILL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING A BID TO DETERMINE THE AMOUNT OF WORK THAT WILL BE REQUIRED. CONTRACTOR SHALL EXAMINE THE EXISTING BUILDING AND GENERALLY VERIFY THE LOCATION OF ALL EXISTING WORK AND BECOME INFORMED AS TO THE RELATION TO AND EFFECT ON. THE WORK REQUIRED BEFORE SUBMITTING A BID. SUBMISSION OF A BID WILL CONSTITUTE EVIDENCE THAT THE CONTRACTOR HAS INSPECTED THE SITE OF THE PROPOSED WORK, 2. EXISTING MPE ITEMS TO BE REMOVED SHALL BE RETURNED TO THE OWNER OR DISPOSED OF AS DIRECTED BY THE DESIGNATED OWNER'S REPRESENTATIVE, 3. COORDINATE DEMOLITION WORK WITH THE BUILDING MAINTENANCE J PERSONNEL AND OTHER TRADES PERFORMING WORK IN THE BUILDING PRIOR TO THE REMOVAL OF ANY ITEMS OF EQUIPMENT OR SYSTEMS THAT WILL EFFECT OTHER SYSTEMS WITHIN THE LIMIT OF NEW CONSTRUCTION OR OTHER AREAS OF THE BUILDING, CONTRACTOR SHALL VERIFY WITH THE OWNER IF THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION, AND THEREFORE, UTILITIES MUST REMAIN IN OPERATION AT ALL TIMES. ANY REQUIRED OUTAGES MUST BE COORDINATED WITH THE OWNER. 4. PRIOR TO THE REMOVAL OF ANY MPE ITEMS OF EQUIPMENT, CONTRACTOR MUST VERIFY THE ORIGIN AND TERMINATION OF THOSE SYSTEMS AND CONFIRM THAT THE ITEMS BEING REMOVED DO NOT J SERVE ANY ITEMS THAT ARE TO REMAIN (INCLUDING THOSE IN AREAS OUTSIDE THE CONTRACT LIMITS). 5. REFER TO ARCHITECTURAL DRAWINGS FOR OTHER DEMOLITION INFORMATION TO INCLUDE PHASING OF WORK AND CONSTRUCTION SCHEDULE. 6. DO NOT ABANDON ANY ITEMS IN PLACE. REMOVE ALL COMPONENTS 021 ASSOCIATED WITH EACH ITEM CALLED OUT TO BE REMOVED. T REMOVE ELECTRICAL CONNECTIONS TO EXISTING MECHANICAL AND PLUMBING EQUIPMENT BEING REMOVED. REFER TO MECHANICAL AND PLUMBING PLANS FOR EQUIPMENT TO BE REMOVED. DEMOLITION NOTES BY SYMBOL "O FIRST FLOOR DEMOLITION PLAN - ELECTRICAL SCALE: 1/8" = 1' -0" (D CONDUIT, EXISTING LIGHT FIXTURES INCLUDING OUTLET BOXES, WIRING, AND CONDUIT, BRANCH WIRING AND CONDUITS TO BE REUSED FOR NEW LIGHTING CIRCUITS WHERE FEASIBLE. OREMOVE EXISTING WALL SWITCHES INCLUDING BOXES, WIRING, AND CONDUIT BACK TO SOURCE OF SUPPLY. OREMOVE EXISTING DEVICES, SURFACE AND CONCEALED FROM WALLS BEING REMOVED INCLUDING BOXES, WIRING, AND CONDUIT BACK TO SOURCE OF SUPPLY. OREMOVE EXISTING CEILING/ WALL MOUNTED EXIT LIGHT FIXTURES INCLUDING WIRING AND CONDUIT BACK TO SOURCE OF SUPPLY. OREMOVE EXISTING FIRE ALARM DEVICES INCLUDING BOXES, WIRING, AND CONDUITS. COORDINATE REMOVAL WITH CONSTRUCTION PHASES. OEXISTING DUCT DETECTOR CEILING MOUNTED INDICATOR AND KEY SWITCH. DISCONNECT AND CAREFULLY REMOVE INDICATOR, AND PREPARE FOR RE- INSTALLATION IN NEW CEILING. (REINSTALL INTO NEW DUCT AT NEW UNIT FOR ALTERNATE NO. 3) O7 DISCONNECT AND REMOVE EXISTING DUCT MOUNTED SMOKE DETECTOR. VERIFY FOR RE -USE IN NEW RETURN AIR DUCT FOR THIS SPACE. Og EXISTING DUCT MOUNTED SMOKE DETECTOR TO REMAIN. DISCONNECT FROM EXISTING CEILING MOUNTED INDICATOR. OEXISTING PANEL TO REMAIN. 10 EXISTING FIRE ALARM CONTROL PANEL TO REMAIN. EXISTING PANEL IS SIMPLEX - GRINNEL 41000. 11 EXISTING FIRE ALARM NOTIFICATION DEVICE TO BE REMOVED. 12 DISCONNECT AND REMOVE EXISTING POWER AT ROOFTOP UNIT. PREPARE CIRCUIT FOR RE -USE. 13 DISCONNECT AND REMOVE EXISTING POWER AT ROOFTOP UNIT. PREPARE CIRCUIT FOR RE -USE. (AT ALTERNATE NO. 3 ONLY) 14 DISCONNECT AND REMOVE EXISTING POWER AT EXHAUST FAN. PREPARE CIRCUIT FOR RE —USE. KEY PLAN 100% CONSTRUCTION DOCUMENTS -PHASE B E OF TL44hlip d * * *apP JOHN L. WEST i ddd�. .., ....92480 . � AL N O Z M < O CD I�1 3 N n P P 3 Lo O LL X ZO ¢ O ow• °- °r u N v w¢ 0 I0 E oZI U K = 3: 2 aD 0 (D U 0 J a� 0 u N Q U_� U m O Z LL a I H Q ®_ ~ a \ m Q w t1f U F_ D � J Q O LL a- O O O Z o w ° v Lu "' _ a Z�L_u C/, _c� 0m 00 O U (N N N v, LL, Q m Q M c= O N E OF TL44hlip d * * *apP JOHN L. WEST i ddd�. .., ....92480 . � AL N O Z M < O CD I�1 3 N n P P 3 Lo O LL X ZO ¢ O ow• °- °r u N v w¢ 0 I0 E oZI U K = 3: 2 aD 0 (D U 0 J a� 0 u N Q U_� U m W Q Z V Z Z a I N Lu Ln Ln zX Q ®_ ~ V) \ m Q w L0 U F_ > 0 � J Q O LL a- O _ = O o Awo N �C PIP w Q O O LL F_ z Lu w m N ®� Z @zz u =w >_ m Oe �z co n O >_3 z 3 w U ne w w O m o o U m w m W Q � V Z Z a I N Lu Ln Ln zX Q ®_ ~ ® _ H L V m Q Q Lu ' Z W W W � V > 0 C� _ N < W J Q O LL a- W 1w m LL. _ oFi o Awo �C PIP w w Z O w O z E1.1 FIRST FLOOR DEMOLITION PLAN - ELECTRICAL TRUE PLAN NORTH NORTH N N col WE !NEW CONSTRUCTION 1 FIRST FLOOR PLAN - LIGHTING SCALE: 1/8" = 1' -0" -EXISfING CONSTRUCTION HP�_F j 0 L : j 021 GENERAL LIGHTING NOTES: 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, REGULATIONS. 2. ALL WORK SHALL COMPLY WITH THE BUILDING OWNER'S CONSTRUCTION GUIDELINES. 3. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF CONFLICTS OCCUR BETWEEN LIGHTING AND ANY OTHER TRADE. DO NOT PROCEED WITH INSTALLATION IN THAT AREA UNTIL CONFLICT HAS BEEN RESOLVED TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING INSTRUCTIONS FOR ALL LIGHT FIXTURES. NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ARCHITECTURAL PLANS RELATING TO QUANTITY, TYPE AND LOCATION OF DEVICES AND /OR FIXTURES. 5. WHEN SPECIFIC LIGHT FIXTURE TYPE HAS BEEN SPECIFIED IN THE FIXTURE INFORMATION, ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE ASSEMBLY INCLUSIVE OF ALL PARTS AND HARDWARE. 6. ALL CIRCUITS SHOWN SHALL BE 277V, 20A CIRCUITS UNLESS NOTED OTHERWISE. 7. ALL CONDUCTORS SHALL BE #12 AWG UNLESS NOTED OTHERWISE. 8. ALL 120V RUNS LONGER THAN 60' SHALL BE #10 AWG AND 277V RUNS LONGER THAN 150' SHALL BE #10 AWG UNLESS NOTED OTHERWISE ON PLANS, 9. ALL CONDUCTORS SHALL BE COPPER ( #10 AND SMALLER SHALL BE SOLID). 10, WHERE CONDUCTOR SIZES ARE NOTED ON DRAWINGS, THAT WIRE SIZE SHALL BE THROUGH THE ENTIRE RUN UNLESS NOTED OTHERWISE. 11. MOUNT LIGHT SWITCHES AS INDICATED ON ARCHITECTURAL DRAWINGS (48" AFF UNLESS NOTED OTHERWISE), 12, ALL GANGED SWITCHES SHALL HAVE A COMMON SEAMLESS FACEPLATE. EACH MULTI —GANG BOX SHALL BE NO MORE THAN SIX (6) SWITCHES WIDE. WHERE MORE THAN SIX (6) SWITCHES ARE SHOWN AT ONE (1) LOCATION, ADDITIONAL MULTI —GANG BOXES SHALL BE STACKED VERTICALLY AND THE WIDTH OF THE MULTI —GANGS SHALL BE AS EVEN AS POSSIBLE. 13, ALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE —ENDED LAMPS AND CONTAIN BALLASTS SHALL BE PROVIDED WITH A DISCONNECTING MEANS IN ACCORDANCE WITH NEC 410.73G. 14, EMERGENCY LIGHTING FIXTURES WITH BATTERY PACKS DESIGNED TO BE SWITCHED SHALL BE CONNECTED TO AREA LIGHTING HOT LEG AND SWITCH LEG TO ALLOW LAMPS TO BE CONTROLLED FROM LOCAL WALL SWITCH AND ILLUMINATE UPON POWER FAILURE. 15, COORDINATE LOCATIONS OF LIGHTING FIXTURES IN MECHANICAL ROOMS TO AVOID CONFLICTS WITH DUCTWORK, PIPING, ETC. 16. CONTRACTOR SHALL PROVIDE ALL REQUIRED SWITCH PACKS, MOTION SENSORS AND ASSOCIATED WIRING TO CONTROL EACH ROOM AS SHOWN. SWITCH PACKS SHALL BE LOCATED ABOVE THE CEILING. 17. FIXTURES DESIGNATED 'NL "SHALL REMAIN ON AT ALL TIMES FOR NIGHT LIGHTING. 18. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL NOTES, SYMBOLS AND DETAILS. 19. EXTERIOR LIGHTIGN TO BE CONTROLLED BY PHOTOCELL 'ON' TIMECLOCK 'OFF' IN ACCORDANCE WITH THE 2015 IECC EXTERIOR LIGHTING CONTROL REQUIREMENTS. LIGHTING NOTES BY NOTES "O ": 01 CONNECT TO EXISTING LIGHTING CIRCUIT, PROVIDE NEW SWITCHING AS SHOWN. O2 CONNECT TO EXISTING CORRIDOR LIGHTING CIRCUIT AND SWITCH LEG. OCONNECT TO EXISTING EXIT LIGHTING CIRCUIT. 40 NEW SWITCH, CONNECT TO EXISTING LIGHTING CIRCUIT AND SWITCH LEG. O5 WALL MOUNTED EXTERIOR LIGHT WITH EMERGENCY BATTERY PACK. O DIMMING SWITCH FOR TYPE B & B1E FIXTURES IN THIS AREA. O7 CIRCUIT LIGHTS IN THIS AREA ON EXISTING LIGHTING CIRCUITS, PROVIDE NEW LIGHTING CONTROLS AS NOTED. LIGHTING CONTROL NOTES: 1. THERE ARE NO DAYLIGHT CONTROL ZONES WITHIN THIS PROJECT AS DEFINED BY THE 2015 IECC. 2. INTERIOR LIGHTING IS CONTROLLED BY VACANCY SENSORS TO TURN LIGHTS 'OFF' WHEN A SPACE IS UNOCCUPIED, WITH A LINE VOLTAGE MANUAL SWITCH TO TURN LIGHTS 'ON', AND 'OFF' MANUALLY. PROVIDE VACANCY SENSORS, AND LIGHTING CONTROL POWER PACKS DESIGNED FOR THIS APPLICATION, WITH OCCUPANT SENSORS LOCATED AS RECOMMENDED BY MANUFACTURER, WITH MINIMUM LOCATIONS AS SHOWN ON PLANS. 3. MOUNT OCCUPANT SENSING DEVICES ON CEILING, WALLS AND IN OTHER LOCATIONS TO PROVIDE THE RECOMMENDED RANGE FOR PROPER OPERATION, COORDINATE WITH HVAC GRILLE PLACEMENT TO AVOID INTERFERENCE AND NUISANCE OPERATION. KEY PLAN 100% CONSTRUCTION DOCUMENTS -PHASE B D _Toz _Tom O CD LL 3 E X ZO Q ¢ O oa Lu cn U oW °LD} o J O O N wa O Z o W o U }� w L _ WV d Z� C/) Qo�03 �Lo rm � - N N E J 3 m Q M v=i O N E OF TL41A d * * *apP ............... JOHN L. WEST ; .............. .�f dIt -r .(ICE NSSC m W Q � _ = N V a W Ln Z Z I zX Q ® Z ��-0 av Q — Lu z Q W co W W > _ N � V 0 < — W J Q o W w ILL a- 1w m i 040 � Z Awo 1\ w w _Toz _Tom CD 3 E X ZO O N LL U v ¢ O oa Lu c c U oW °LD} o O m_ =v N wa O E I0 U cc K = X 2 0w W ry EDf O U_� m W Q � _ = N V a W Ln Z Z I zX Q ® Z ��-0 av Q — Lu z Q W co W W > _ N � V 0 < — W J Q o W w ILL a- 1w m i 040 � Z Awo 1\ w w Z z Lu O U � O = O N Q De O O LL Z Lu w m N ® � Z 0 O V = w m >_ Lu Oe 0 m O Z >_3 Z 3 w U ne w w O m o o u m m W Q � _ = N V a W Ln Z Z I zX Q ® Z ��-0 av Q — Lu z Q W co W W > _ N � V 0 < — W J Q o W w ILL a- 1w m i 040 � Z Awo 1\ w w z O w O Z E2.1 FIRST FLOOR PLAN - LIGHTING GENERAL POWER NOTES: 0 1, ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE AND LOCAL WP GFCI CODES, RULES, REGULATIONS AND REQUIREMENTS OF THE SERVICE UTILITY +48" AFF LP2 -5 - -I ✓ COMPANY. 2. ALL WORK SHALL COMPLY WITH THE BUILDING OWNER'S CONSTRUCTION '_.T.; "` GUIDELINES. 3. ALL CIRCUITS SHOWN SHALL BE 120V, 20A CIRCUITS UNLESS NOTED HP2 -11 ; HP2 -9 OTHERWISE, UH -6 UH -5 4. ALL CONDUCTORS SHALL BE #12 AWG UNLESS NOTED OTHERWISE. +4'GFCI 48 "GFCI 5, ALL 120V RUNS LONGER THAN 60' SHALL BE #10 AWG UNLESS NOTED LP2 29 LP2 -31 OTHERWISE ON THE PLANS. p 6. ALL CONDUCTORS SHALL BE COPPER ( #10 AND SMALLER SHALL BE SOLID). O LL 7. WHERE CONDUCTOR SIZES ARE NOTED ON DRAWINGS, THAT CONDUCTOR SIZE Q O SHALL BE THROUGH THE ENTIRE RUN UNLESS NOTED OTHERWISE, 12 12 cn 8. PANELBOARD DIRECTORIES SHALL BE COMPLETELY FILLED OUT TO p ACCURATELY IDENTIFY EACH CIRCUIT (EXISTING AND NEW CIRCUITS) IN ALL J LP2 -7 � LP2 -9 PANELS WITHIN SCOPE OF WORK. DIRECTORIES SHALL BE TYPEWRITTEN. Z O NEW PANEL "LP2" SWAT 9. ELECTRICAL CONTRACTOR SHALL PROVIDE A 4"x4"x2- 5/8" STEEL JUNCTION W L Lo u T NEW XFMR "TSWi° BOX WITH SINGLE GANG MUD RING AND 1 "METAL CONDUIT TO A MINIMUM OF 4 "ABOVE FINISHED CEILING IN ACCESSIBLE CEILING FOR ALL TEL /DATA Z �L_u > w w 3 ��� DEVICES SHOWN ON DRAWINGS. COORDINATE EXACT DEVICE LOCATION WITH a ° co NEW PANEL "HP2" E� LP2 -5 OWNER'S I.T. REPRESENTATIVE AND ARCHITECT. PROVIDE A PULL STRING _ N ' `p co WP GFCI INSTALLED FOR FUTURE USE. PULL STRING SHALL BE SECURED AT EACH END U "E Q 4 � � co n Z) 0 48 "GFCI +48 "GF +48" AFF TO PREVENT ACCIDENTAL REMOVAL, co Q r, U, 0 cv LP2 -5 WP GFCI LP2 -1 10. WHERE SHOWN, THE NUMBER DESIGNATION SHOWN AT WALL VOICE /DATA +48" AFF OUTLETS IS FOR OWNERS QUANTITY OF CABLE DROPS. LP2 -3 11. DO NOT MOUNT THE POWER AND /OR TELEPHONE /DATA JUNCTION BOXES BACK TO BACK IN THE WALL. O 12. REFER TO MECHANICAL FLOOR PLANS FOR WALL MOUNTED O 0 THERMOSTAT, SENSOR AND ALL OTHER CONTROL DEVICE LOCATIONS. PROVIDE FLUSH, GALVANIZED STEEL, WALL MOUNTED JUCTION O 14 LP2 -14 HP2 -7 BOX WITH 3/4" EMT CONDUIT AND NYLON PULL - STRING TO 4 "ABOVE LP2 -11 EF -3 UH -4 ACCESSIBLE CEILING FOR EACH DEVICE. +48" +48 "GFCI 13. ALL DEVICES SHALL BE MOUNTED AS INDICATED ON THE ARCHITECTURAL .� �E�OF 4Tah ODRAWINGS. COORDINATE EXACT MOUNTING LOCATIONS, HEIGHTS AND a�P .• �� �p ORIENTATIONS WITH ARCHITECTURAL DRAWINGS. ILP2-13 LP2 -40,42 14. ALL RECEPTACLES MOUNTED IN KITCHENS, RESTROOMS, AT COUNTERS *••• •••• • •* CONTAINING SINKS, OUTSIDE THE BUILDING OR SERVING VENDING MACHINES P JOHN L. WEST A SWA W SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER(GFCI) PROTECTION. 7 92480 'tee 0 LOCKERS AHU -1 UH -3 15. ELECTRIC CONNECTIONS TO PANELBOARDS AND BUS DUCTS SHALL BE MADE UN HP2 -5 ONLY WHEN PANELBOARD OR BUS DUCT HAS BEEN DE- ENERGIZED. 6QS,`o4�4 16. ALL ELECTRICAL PANELS AND TRANSFORMERS SHALL HAVE PERMANENT l I -7 2U (17 OOO O O O ..................... ............................... ENGRAVED LABELS ON COVER INDICATING PANEL OR TRANSFORMER I OLP2 -39 LP2 -15 J DESIGNATION. KITCHEN EF -2 LP2 -8 17. ELECTRICAL CONTRACTOR SHALL X -RAY SLAB PRIOR TO ANY CORE- DRILLING. 4 LP2 -5 14 18. COORDINATE FINAL LOCATION OF ALL RECEPTACLES MOUNTED ON EQUIPMENT - - - - - -- - EF -6 RACKS IN MDF AND IDF ROOMS WITH EQUIPMENT INSTALLER. FEED TO PANEL 'HP2' WP GFCI i BII' r" 19. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ALL MOTOR STARTERS BELOW GRADE FROM PULL +48" AFF LP2 -20 AND CONTROL PANEL LOCATIONS. LAUNDRY PATROL VAULT TO ADDITION. � N O Z 10 PLP2-19 -17 LP2 -33 4 20. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL NOTES, SYMBOLS AND .. a 3 0 LO (3) 2" CONDUIT DOWN WALL UH -2 HP2 -3 DETAILS. o oa3 0 FROM PULL BOX, TO BELOW GRADE, EXTEND OVER TO LP2 -5 POWER NOTES BY NOTES "0: O �' ° ° NEW BUILDING, TURN UP c" U 11 8 9 INSIDE CORNER. WP GFCI v a w 48" AFF Ol EXISTING PANEL TO REMAIN. °° x o FEED TO PANEL 'HP2' ON FEED TO PANEL HP2' DOWN ________________________ - HP2 -1 3 0 E RtN O BUILDING EXTERIOR 2' WALL TO BELOW GRADE AND UH 1 O MOUNT OUTLET INSIDE LOCKER AT DUPLEX RECEPTACLE KNOCKOUT ON TOP OF LOCKER u 2 PROVIDED BY LOCKER MFGR. CONDUIT FEEDS FOR OUTLETS TO BE ROUTED IN CAVITY v ��w ry APPROX. 11' AFG. REFER TO TO GRADE PULL VAULT, ABOVE LOCKER IN SLOPED TOP. COORDINATE WITH LOCKER INSTALLER. OUTLET LOCATION x u o Q ELECTRICAL RISER DIAGRAM. 14 HICLE MAY NOT OBSTRUCT USE OF LOCKER COMPONENTS. u ��CONDUITS TIGHT TO WALL, EF-1 L 2 -2 O NEW 100AMP 3 -POLE DISCONNECT FOR NEW TRANSFORMER, REFER TO ONE LINE DIAGRAM. COUNTER /PRINT SHOWN OFF OF WALL FOR LP2 351 CLARITY. OFFSET AS LP2 -21 COORDINATE MOUNTING OF RECEPTACLES WITH CASEWORK, MOUNT ABOVE COUNTER TOP 6 REQUIRED TO AVOID O4 HEIGHT. NEMA 3R PULL NEMA 3R PULL BOX ON EXISTING CONDITIONS. __ ____ - 48 +48" +48" BOX ON WALL WALL APPROX. 12' AFG. = J WP GFCI WP GFCI WP GFCI 5 EXISTING OUTLETS IN COUNTER KNEE SPACE, REPLACE DAMAGED DEVICES, REINSTALL IN FOR LOW VOLTAGE, ❑ EXISTING BOXES AND PROVIDE NEW STAINLESS STEEL COVER PLATES. U DATA, SECURITY, FIRE LP2 -40,42 EXISTIN� Z I� O 5 ALARM LP2 -23 7 LP2 -37 CONSTRUCTION O PROVIDE NEW OUTLETS IN KNEE SPACE OF NEW BOOKING DESK CASEWORK EXPANSION, — V N O O1 EXIS G PANEL "LTEH" EXISTING PANEL "DPE" ( _ CU NEW CIRCUIT ON EXISTING EXTEND TO EXISTING PANEL 'NEIL', CIRCUIT IN SPARE 1P -20AMP L - ' Lj CIRCUIT BREAKER, PROVIDE NEW BREAKER AS REQUIRED. REFER TO ARCHITECTS PLANS U N w > W I N U TION FOR LOCATION DETAILS. UTILIZE EXISTING SPARE CONDUITS FROM ABOVE CEILING IN THE L � 0 5 - SPACE TO BELOW THE BOOKING DESK IN ACCESSIBLE PANEL. COORDINATE WITH CASEWORK V r O � INSTALLER. REFER TO DETAIL 02/E2.2 FOR ADDITIONAL INFORMATION. � 6 LL (3) 2" CONDUITS FOR LOW- VOLTAGE, DATA, J -BOX WITH 3/4" CONDUIT UP TO ABOVE ACCESS AREA FOR ACCESS CONTROL WIRING AT 0 EXISTING PANEL SECURITY, FIRE ALARM 7 De 1 EXISTING O ABOVE CEILING THROUGH _____ LP1 -16 LP1 -14 LP1 -12 ELECTRIC DOOR STRIKE. COORDINATE WITH SECURITY DRAWINGS. O L L "EMLTH" PANEL WALL LP1 -18 EXISTING DRYER RECEPTACLE, REPLACE EXISTING OUTLET AND COVER PLATE WITH NEW Q �OEXISTING PANEL "NEIL" EXISTING O DRYER OUTLET TYPE TO CONNECT TO NEW DRYER. VERIFY EXISTING CIRCUIT BREAKER AND "�PANEL ° TRANSFORMER 13 LP1 -10 CONDUCTOR CAPACITY ARE ADEQUATE FOR NEW DRYER, PROVIDE NEW CIRCUIT BREAKER > ca AND CONDUCTORS AS REQUIRED BACK TO EXISTING PANEL 'NEIL' SERVING DRYER ® V) D ':EXISTING EXISTING ( T EXISTING 1 2 RECEPTACLE. PROVIDE FINAL CONNECTION TO DRYER. N 0 z PANEL PANEL "DPX" ❑ F- OO Z TYPICAL ALL NEW 208V, 2P 30AMP DRYER RECEPTACLE. EXTEND (3) #8, AND (1) #10 G. IN 1" FROM >- >_ w "EMCL" E C/ PH NE 9 w m EXISTING PANEL "EMXL' F______ LOCKERS WITH ❑ EXISTING PANEL 'NEIL', PROVIDE NEW 2P -30 AMP CIRCUIT BREAKER. PROVIDE FINAL = � m BLOCKING 0 304 i D LP1 -20 OUTLETS CONNECTION TO DRYER. Z Z Lu � SHOWN �z 0- AREA LP1 -22 LP1 -8 10 EXISTING TO NEW DRYER. VOERIFYTEXISTIN OCIRCU T PLATE O O Q Q 2 Lu MEN' LOCKER f o 1 RM. (E) BREAKER AND CONDUCTOR CAPACITY ARE ADEQUATE FOR NEW WASHING MACHINE, U m 0 0 U m EXISTING O o PROVIDE NEW CIRCUIT BREAKER AND CONDUCTORS AS REQUIRED BACK TO EXISTING PANEL CORRIDOR PANEL "NEH o SERVING WASHING MACHINE RECEPTACLE. PROVIDE FINAL CONNECTION TO WASHING co LP1 -24 MACHINE. STORAGE 1u 11 NEW 120V, 20 AMP WASHING MACHINE RECEPTACLE. EXTEND (2) #12, AND (1) #10 G. IN H LP1 -23 LP1 -6 1" FROM EXISTING PANEL 'NEIL', PROVIDE NEW 1P -20AMP CIRCUIT BREAKER AS REQUIRED. Q N I2 PROVIDE SPRING RETRACTABLE CORD REEL, 12 -V - 20AMP WITH SINGLE RECEPTACLE. (, a W Ln REELCRAFT, L70075 -1237A (TYP. OF 2) PROVIDE STOP AS REQUIRED TO SET OUTLET Z Z ZQ X LP1 -21 ENS o BOX AT DESIRED HEIGHT, VERIFY WITH OWNER.PROVIDE NEMA TYPE L5 -20 RECEPTACLE O < X LOCKERS PER OWNERS REQUIREMENTS. Ix 111— Z _ Lu 1 -4 13 NEW EXHAUST FAN, EXTEND TO EXISTING EXHAUST FAN CIRCUIT. PROVIDE NEW WP NEC Q ® Z LP1 -19 LP 13 ❑ DISCONNECT AT FAN. H t~ ct ❑ LU m -- 14 120V - 20AMP CIRCUIT FOR DOOR OPERATOR. COORDINATE WITH DOOR INSTALLER, W W > cn CONFERENCE ROOM k = = =- LP1 -17 Z M Lu EF ` - -- -- LP1 -15 Q O LJJ � OCCUPIED 3/4" SPARE 3/4" CONDUIT a C") LL LP1 -2 DATA /VOICE CONDUIT 04 x RECEPTION WOMAN'S ��� �% W LP1 -9 LOCKERS LP1 -1 0 REMOVABLE ACCESS PANEL %ow LP1 -11 LP1 -5 4 BELOW BOOKING DESK io 3 COFFEE NEW XFMR LP117 CORRIDOR RR RR INTERVIEW "TLR1" ❑T 4 BLOCKING IN OCCUPIED 2" OCCUPIED 3/4" CENTER -LINE OF SPARE 3/4" CONDUIT POWER CONDUIT POWER CONDUIT ACCESS SPACE w F _r CORRIDOR NEW PANEL "LP1" LP1 -13 LP1 -3 0 EXISTING CONDUITS AT BOOKING DESK 02 SCALE: N.T.S. LICE YSTE LOBBY ALYST o w COMM. o Ll CLERKS EQUP. Z TRUE PLAN NORTH NORTH N N FIRST FLOOR PLAN - POWER 0 1 SCALE: 1/8" = 1' -0" KEY PLAN E2.2 100% CONSTRUCTION DOCUMENTS - PHASE B I FIRST POWER TRUE PLAN NORTH NORTH OFIRST FLOOR PLAN - SYSTEMS ® L SCALE: 1/8" = I' -0" 0- di a_6 i c\ , GENERAL AUXILIARY SYSTEMS NOTES: 1. FIRE ALARM DEVICES SHOWN ON THESE DRAWINGS ARE OFFERED AS A GUIDE TO THE DESIGN INTENT AND TO COORDINATE WITH ARCHITECTURAL FEATURES. THE EXACT QUANTITIES, LOCATIONS AND TYPES OF DEVICES SHALL BE DETERMINED BY THE DETAILED DESIGN PREPARED BY A LICENSED FIRE ALARM SYSTEM CONTRACTOR. REFER TO SPECIFICATIONS FOR THE REQUIRED CONTRACTOR QUALIFICATIONS. 2. ALL FIRE ALARM DEVICES (MATCH EXISTING) SHALL BE CONNECTED WITH PLENUM RATED CABLES TO THE EXISTING SIMPLEX- GRINNELL 41000 FIRE ALARM CONTROL PANEL LOCATED IN THE EXISTING CONFERENCE ROOM. PROVIDE CONDUIT FROM WALL MOUNTED DEVICES TO ABOVE AN ACCESSIBLE CEILING SPACE AND IN AREAS WITHOUT CEILINGS. 3. REFER TO THE ARCHITECTURAL DRAWINGS AND ELEVATIONS FOR COORDINATION OF DEVICE LOCATIONS. 4. FIRE ALARM DEVICES SHALL BE CONNECTED WITH PLENUM RATED CABLES TO THE FIRE ALARM CONTROL PANEL. PROVIDE CONDUIT FROM WALL MOUNTED DEVICES TO ABOVE AN ACCESSIBLE CEILING SPACE AND IN AREAS WITHOUT CEILINGS. 5. MOUNT FIRE ALARM MANUAL PULL STATIONS 48" A.F.F. TO CENTER OF BOX, 6. MOUNT FIRE ALARM HORN /STROBES AND STROBE LIGHTS 80" TO TOP OF BOX. 7. EXTERIOR WEATHERPROOF FIRE ALARM HORNS SHALL BE MOUNTED AT 8 FT. A.F.F. 8. PROVIDE HILTI FIRE STOP SPEED SLEEVE OR FIRE STOP SEALANT FOR ALL FIREWALL PENETRATIONS AUXILIARY SYSTEMS NOTES BY NOTES "O ": OI EXISTING FIRE ALARM CONTROL PANEL. OPROVIDE NEW DUCT SMOKE DETECTORS FOR SUPPLY AND RETURN DUCT. PROVIDE WITH NEW CEILING STATUS INDICATOR WITH KEY RESET SWITCH IN NEW CEILING. TIE -IN TO EXISTING FIRE ALARM SYSTEM FOR FAN SHUTDOWN ON NEW RTU ABOVE. O RE- INSTALL EXISTING DUCT SMOKE DETECTOR CEILING MTD. STATUS INDICATORS WITH KEY RESET SWITCH IN NEW CEILING. TIE -IN TO EXISTING FIRE ALARM SYSTEM FOR FAN SHUT -DOWN AT EXISTING RTU ABOVE. O4 CEILING MTD. FIRE ALARM DEVICE, LOCATE AS REQUIRED FOR CODE COMPLIANCE. O5 APPROXIMATE LOCATION OF ACCESS CONTROL CARD READER. PROVIDE J -BOX IN WALL WITH CONDUIT AND PULL WIRE ROUGH -IN PER SECURITY DRAWING LOCATIONS. OAPPROXIMATE LOCATION OF IP SECURITY CAMERA. PROVIDE J -BOX IN WALL WITH CONDUIT AND PULL WIRE ROUGH -IN PER SECURITY DRAWING LOCATIONS. OPROVIDE NEW FIRE ALARM ZONE DEVICES FOR BUILDING ADDITION, EXTEND TO EXISTING FIRE ALARM CONTROL PANEL. PROVIDE ADDITIONAL EXPANSION COMPONENTS AND POWER SUPPLIES AND REQUIRED. ® REINSTALL EXISTING CEILING MOUNTED FIRE ALARM DEVICES IN NEW CEILING. OB PROVIDE NEW FIRE SPRINKLER FLOW & TAMPER SWITCHES AT NEW SWAT ADDITION FIRE PROTECTION RISER, AT ALTERNATE N2 ONLY. KEY PLAN 100% CONSTRUCTION DOCUMENTS - PHASE B G m Xr O Z LL V f O Q m 3 3 N Vf I 1w Na D > Q W� J o UN a O Z N V LL d W � y � Zw N a O a 3 po�m3 x H N N N :5'? oOGu LOQ e MN�N� 0 % I••%� *of Yj O JOHN L. WEST i 92480 �p .I�CENSf.O.�' eS 'S '• Gee I, yes AL �I Z'7� 217 > Cm� ni E u o LL m5 rnY ow_`o mat „Ls 3 °E ° u v - pay lJ m W to Z = V w O G m LL 3 "' Vf I 1w Na > Q W� W W S2 o UN a O ZM� LJJ , W er LL d Q M LL O LL Q 3 W m z z �z V = w } m m U Z o 0 }3 Z 3 Y a 0 W V 3 a u, a 0 m W to = Q 2 a N Z Z O . z^ ax Ix 1-- co er O 0 Vf I 1w Na > Q W� W W S2 ' O » a O ZM� LJJ , W er LL d Im M LL w u, a 0 Z 0 w 0 z E2.3 FIRST FLOOR PLAN - SYSTEMS HOT is LINE NEUTRAL � z 0 Y W m W z:) m ~ J o m DUAL VOLTAGE 120/277 -VOLT, 20 AMP POWER PACK ABOVE ACCESSIBLE CEILING WITH RELAY CIRCUIT PROTECTION AND QUICK CONNECT TERMINAL BLOCK; SENSOR SWITCH #PP20 INSTALL OPEN ABOVE CEILING TO ADDITIONAL SWITCHPACKS (MAXIMUM OF 10) CIRCUIT 1 GROUND NEUTRAL HOT CIRCUIT 2 GROUND NEUTRAL HOT Y w V o a W J J m m BLUE TO ADDITIONAL SENSORS (MAXIMUM OF 14 PER SWI TCHPACK) TYPICAL © ® DOWN ® o LIGHT "o" SWITCHED ° "b" SWITCHED FIXTURES ® ® FIXTURES 40 40 SWITCHING "b" SWITCHING CORNER WALL LOCATED LOW VOLTAGE WIDE VIEW SENSOR INSTALLED NEAR CEILING AND DIRECTED TO COVER FULLL WIDTH AND LENGTH OF ROOM AS APPROVED: SENSOR SWITCH #WV16. FURNISH #WV -BR CEILING BRACKET IF REQUIRED (NO SUBSTITUTIONS). MOTION SENSOR WIRING DIAGRAM OSCHEMATIC ONLY NOTE: PROVIDE REQUIRED QUANTITY OF SENSORS AND POWER PACKS FOR COMPLETE COVERAGE OF ROOMS INDICATED. PROVIDE A TOTAL OF TEN (10) SPARE SENSORS AND POWER PACKS TO THE OWNER, LI�H�� G RED i i OVERRIDE RED i T i SWITCH ACK RED - II ; BLACK BLUE- -------- I I L-- - - - --J OSP20 POWER PACK �1 J NOTES: I I I L ----- — — — i OSP20 POWER PACK THE NUMBER OF DEVICES POWERED FROM A SINGLE POWER PACK VARIES WITH THE TYPE OF DEVICE. OCCUPANCY SENSORS DO NOT CONNECT THE RED WIRES TOGETHER. CAP OFF ANY UNUSED RED WIRES. MOTION SENSOR WIRING DIAGRAM SCHEMATIC ONLY 1. ALL SENSOR LOCATIONS ARE APPROXIMATE. OCCUPANCY SENSOR LAY -OUT MUST BE PROVIDED BY MANUFACTURER AND SUBMITTED FOR APPROVAL. 2. ULTRASONIC CEILING MOUNT SENSORS SHOULD BE LOCATED A MINIMUM OF SIX (6) FEET FROM HVAC SUPPLY /RETURN VENTS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS FOR NON- ADAPTIVE PRODUCTS, FOLLOWING THE MANUFACTURER'S RECOMMENDED PLACEMENT, AND FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT. 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS: o. ONE POWER PACK IS REQUIRED FOR EACH CONTROLLED CIRCUIT. b. EACH POWER PACK CAN SUPPLY UP TO 150mo. REFER TO INSTALLATION GUIDE FOR MAXIMUM NUMBER OF SENSORS CONNECTED TO POWER PACK. c. IF MULTIPLE CIRCUITS ARE TO BE CONTROLLED BY A SINGLE SENSOR, AUXILIARY REPLAYS MAY BE USED IN CONJUNCTION WITH A POWER PACK. 5. SENSORS MOUNTED OVER DOORWAYS SHOULD BE PLACED ONE (1) FOOT INSIDE THRESHOLD. PHENOLIC NAMEPLATE WITH - 1/4' LETTERS INSCRIBED AS INDICATED. PR ❑VIDE WHITE LABELS WITH BLACK LETTERS FOR NORMAL SYSTEM PANELS AND RED LABELS WITH WHITE LETTERS FOR ESSENTIAL SYSTEM PANELS. 05 PANEL 'LA PANEL NAME CIRCUIT THAT PANEL IS FED FROM NOTE: RECOMMEND SINGLE PHENOLIC ENGRAVED NAME PLATE WITH FOLLOWING: 1. PANEL DESIGNATION 2, VOLTAGE AND PHASE 3. CIRCUIT THAT PANEL IS FED FROM 4. SOURCE AND SOURCE LOCATION PANELBOARD IDENTIFICATION DETAIL SCHEMATIC ONLY NOTE: TYPICAL FOR ALL PANELBOARDS 02 TYPICAL FIXTURE WIRING DETAIL NOT TO SCALE BONDING JUMPER - SAME SIZE AS EQUIPMENT GROUNDING CONDUCTOR INSULATED THROAT GROUNDING BUSHING LOCKNUT (NOT SHOWN) lz PANELBOARD EQUIPMENT GROUND BUS BONDED TO CABINET EQUIPMENT GROUNDING CONDUCTOR INSTALLED WITH FEEDER FEEDER CONDUIT PANELBOARD BONDING DETAIL NOT TO SCALE PANELBOARD ENCLOSURE LIGHTING LEGEND ® ® CEILING MOUNTED EXIT LIGHT ASSEMBLY (SINGLE OR DOUBLE FACE) -- - - - - -- WALL MOUNTED EXIT LIGHT ASSEMBLY (SINGLE OR DOUBLE FACE) 0 ® CEILING MOUNTED LIGHT FIXTURE (HATCHING INDICATES EMERGENCY FIXTURE) (1 � WALL MOUNTED LIGHT FIXTURE (HATCHING INDICATES EMERGENCY FIXTURE) ® ® SURFACE MOUNTED FLUORESCENT FIXTURE (HATCHING INDICATES EMERGENCY FIXTURE) 0 ® 1'X4' FLUORESCENT LIGHT FIXTURE (HATCHING INDICATES EMERGENCY FIXTURE) ®2'X2' FLUORESCENT LIGHT FIXTURE (HATCHING INDICATES EMERGENCY FIXTURE) D2'X4' ® FLUORESCENT LIGHT FIXTURE (HATCHING INDICATES EMERGENCY FIXTURE) 0-O POLE MOUNTED OUTDOOR AREA LIGHT FIXTURE (SINGLE OR MULTIPLE HEADS PER POLE) �Q TRACK LIGHT FIXTURE (LENGTH OF TRACK AS INDICATED ON DRAWINGS, NUMBER OF HEADS AS SPECIFIED) $ SINGLE POLE SWITCH $Z TWO POLE SWITCH $3 THREE WAY SWITCH $ FOUR WAY SWITCH $p DIMMER SWITCH $K SINGLE POLE KEYED SWITCH $K THREE WAY KEYED SWITCH $K FOUR WAY KEYED SWITCH $M MANUAL MOTOR STARTER $T TIMER SWITCH $p SINGLE POLE SWITCH WITH PILOT LIGHT WALL MOUNTED DOUBLE FACE SYSTEM CLOCK SINGLE POLE SWITCH WITH MOTION /VACANCY SENSOR ® WALL MOUNTED MOTION /VACANCY SENSOR ® CEILING MOUNTED MOTION /VACANCY SENSOR 4 CORNER MOUNTED MOTION /VACANCY SENSOR F21 CORRIDOR /AISLE MOTION /VACANCY SENSOR PH PHOTOCELL 4 LOW- VOLTAGE LIGHTING CONTROL STATION �] DISCONNECT SWITCH NOT ALL SYMBOLS USED POWER LEGEND IT] RACEWAY IN WALL OR ABOVE CEILING -- - - - - -- RACEWAY IN OR BELOW FLOOR a B -4 HOMERUN : LETTER(S) DENOTES PANEL NAME NUMBER DENOTES CIRCUIT NUMBER A DENOTES DEVICE MOUNTED ABOVE COUNTER WP DENOTES WEATHERPROOF DEVICE c DENOTES GROUND FAULT INTERRUPTING DEVICE c DENOTES FLUSH CEILING MOUNTED TS 125V, GROUNDING DUPLEX RECEPTACLE FACP QUADRAPLEX RECEPTACLE FAA ISOLATED GROUND DUPLEX RECEPTACLE GAP ISOLATED GROUND QUADRAPLEX RECEPTACLE . 125V, SIMPLEX RECEPTACLE �p 250V., SINGLE PHASE, 3 WIRE GROUNDED RECEPTACLE (NUMBER INDICATES AMPERAGE RATING) 50 THREE PHASE RECEPTACLE (NUMBER DENOTES AMPERAGE RATING) FFLUSH ® FLOOR MOUNTED MOUNTED TELEPHONE OUTLET FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE 1--D 125V. RECESSED CLOCK RECEPTACLE Q JUNCTION BOX Q WALL JUNCTION BOX ® POWER /DATA SURFACE RACEWAY ® POWER /DATA POWER POLE WALL MOUNTED DOUBLE FACE SYSTEM CLOCK CONTROL DEVICE CEILING MOUNTED SPEAKER ASSEMBLY CONDUIT STUB -UP © SCOREBOARD FLUSH FLOOR BOX 4 SCOREBOARD WALL CONNECTION F21 DOORBELL /PUSHBUTTON -a MOTOR CONNECTION ® MOTOR STARTER �] DISCONNECT SWITCH SECURITY SYSTEM MAGNETIC DOOR LOCK 480V PANELBOARD 0 208V PANELBOARD ® DISTRIBUTION PANELBOARD T� DRY -TYPE TRANSFORMER g BELL UNV. PUSHBUTTON RISER DIAGRAM LEGEND NURSE CALL MASTER STATION TRANSFORMER NURSE CALL STAFF STATION METER 1 GROUND CONNECTION - ^- CIRCUIT BREAKER NURSE CALL EMERGENCY PULL LOCATION DRAW -OUT CIRCUIT BREAKER _11.- FUSED SWITCH �- NON -FUSED DISCONNECT 39 AUTOMATIC TRANSFER SWITCH w � GENERATOR ® HEATER CONNECTION NOT ALL SYMBOLS USED SPECIAL SYSTEMS LEGEND IT] FIRE ALARM MANUAL PULL STATION MODEL FIRE ALARM HORN /STROBE ASSEMBLY VOLTAGE FIRE ALARM STROBE ASSEMBLY OCEILING MOUNTED SMOKE DETECTOR 0 DUCT MOUNTED SMOKE DETECTOR OH CEILING MOUNT HEAT DETECTOR FS FIRE ALARM SPRINKLER SYSTEM WATER FLOW SENSOR TS FIRE ALARM SPRINKLER SYSTEM VALVE TAMPER SENSOR FACP FIRE ALARM CONTROL PANEL FAA FIRE ALARM ANNUNCIATOR PANEL GAP EMERGENCY GENERATOR ANNUNCIATOR PANEL . WALL MOUNTED TELEPHONE OUTLET BATTERY PACK. WALL MOUNTED DATA OUTLET ' "'oa d WALL MOUNTED DATA /TELEPHONE OUTLET FFLUSH _ FLOOR MOUNTED MOUNTED TELEPHONE OUTLET B aFLUSH COLOMBIA FLOOR MOUNTED MOUNTED DATA OUTLET LED FLUSH FLOOR MOUNTED MOUNTED DATA /TELEPHONE OUTLET 4 WALL MOUNTED TELEVISION OUTLET BE WALL MOUNTED SINGLE FACE SYSTEM CLOCK COLOMBIA WALL MOUNTED DOUBLE FACE SYSTEM CLOCK QS CEILING MOUNTED SPEAKER ASSEMBLY 48 WALL MOUNTED SPEAKER ASSEMBLY M❑ FLOOR /CEILING MOUNTED MICROPHONE OUTLET 4 WALL MOUNTED MICROPHONE OUTLET ❑V 4 VOLUME CONTROL ❑K SECURITY SYSTEM KEYPAD OM SECURITY SYSTEM MOTION SENSOR COLOMBIA SECURITY SYSTEM MAGNETIC DOOR LOCK OQ SECURITY SYSTEM CAMERA ® SECURITY SYSTEM DOOR CONTACT B1E SAME AS TYPE 'B1' EXCEPT WITH EMERGENCY COLOMBIA LCL- 4 -35 -ML -EDI -U LED UNV. NURSE CALL LEGEND NM NURSE CALL MASTER STATION <8> NURSE CALL STAFF STATION ® NURSE CALL DUTY STATION C8 NURSE CALL CODE BLUE LOCATION Q NURSE CALL EMERGENCY PULL LOCATION Q NURSE CALL ZONE LIGHT LOCATION ZLIF -L48 -AMR- 4500- LM- MDD- MVOLT- 35K- 90CR1 -XX LED UNV. 39 ROVIDE WITH WALL MOUNT BRACKET, VERIFY HEIGHT AND LOCATION w � ne a. CI_ 0 w t- NOT ALL SYMBOLS USED TYPE DESCRIPTION MFGR. MODEL LAMP VOLTAGE WATTAGE MOUNTING /COMMENTS A 2X2 LED ARCHITECTURAL LENS TROFFER COLOMBIA LCAT- 22- 35- HL -U -E LED UNV. 32 RECESSED. AE SAME AS TYPE 'A' EXCEPT WITH EMERGENCY COLOMBIA LCAT- 22- 35- HL- U- E -ELL14 LED UNV. 32 RECESSED. }� BATTERY PACK. wV ' "'oa d Z� v, QoLuc3 _ O6 t° B 4' LED STRIP LIGHT COLOMBIA LCL- 4- 35- ML -E -U LED UNV. 48 PENDANT BE SAME AS TYPE 'B' EXCEPT WITH EMERGENCY COLOMBIA LCL- 4- 35- ML- E- U -ELL14 LED UNV. 48 PENDANT BATTERY PACK. Lu w m N B1 4' LED STRIP LIGHT WITH 1% DIMMING COLOMBIA LCL- 4 -35 -ML -EDI -U LED UNV. 48 PENDANT B1E SAME AS TYPE 'B1' EXCEPT WITH EMERGENCY COLOMBIA LCL- 4 -35 -ML -EDI -U LED UNV. 48 PENDANT BATTERY PACK. V = w m Lu C 4' WALL MOUNTED STRIP LIGHT LITHONIA ZLIF -L48 -AMR- 4500- LM- MDD- MVOLT- 35K- 90CR1 -XX LED UNV. 39 ROVIDE WITH WALL MOUNT BRACKET, VERIFY HEIGHT AND LOCATION w � ne a. CI_ 0 w t- V w WITH ARCH. 0 O U m W EXTERIOR LED WALL PACK, TYPE 2 DISTRIBUTION, HUBBELL TRP1- 12L- 30- 4K7- 2 -U -XX LED UNV. 30 WALL,fSURFACE COORDINATE FINISH WITH ARCHITECT. WE SAME AS TYPE 'W' EXCEPT WITH EMERGENCY HUBBELL TRP1- 12L -30- 4K7- 2- U -XX -E LED UNV. 30 WALL,/SURFACE BATTERY DRIVER. SINGLE /DOUBLE FACE EDGE LIT LED EXIT LIGHT X WITH EMERGENCY BATTERY, WITH BRUSHED ISOLITE ELT- EM- R- 1 /2M- BA -SC -XX LED UNV. 5 CEILING /WALL, REFER TO ARCHITECTS REFLECTED CEILING PLANS. ALUMINUM HOUSING SINGLE MIRROE PLAQUE RED NOTES: 100% CONSTRUCTION DOCUMENTS -PHASE B 0 m 0 Z _ V Z Z = a N Lu Ln Ln zX QOZ�� ~ Q CO Vto j cn w � m H a ix W J _6 O 0 N O Z o W o U }� w Lo _ wV ' "'oa d Z� v, QoLuc3 _ O6 t° 01.1 N t/i, N r,w�aLn J 3 m Q Ln co v=i O N aR'SE OF T ,,app r . dJOHN L. WEST i .. Q �' ....924 80 r� adQ � . Cl 7j'2�17 N O Z aom c Q y^ P P D E 3 x O N ZO ¢ O V c ro, c o O W o or vrna ^3 U w ED N N W =awQ O 3 O E O z u co U Zz - �,.. sJ o�Q U�0 l.J m W t/9 Q Z _ V Z Z = a N Lu Ln Ln zX QOZ�� ~ O CO Vto j O w � m H a ix W >� _6 O = V N O (�J*j 04 Z Q w� w O Oe 0 Lu w m N Z �O Z O V = w m Lu (� co 0 O Z Z > w � ne a. CI_ 0 w t- V w O co U co 0 O U m w D m W t/9 Q � _ V Z Z = a N Lu Ln Ln zX QOZ�� ~ O m Q N — V Z LU W W t� i 0 m H a ix W J Q 0 LL a W M u- r ' \11111 (�J*j 04 Z w� w D O En w Oe 0 Z E3.1 ELECTRICAL LEGEND, SCHEDULES -AND DETAILS PANEL H P2 PANEL L P 1 L P2 35000 AIC Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface 22000 AIC Service: Mains: 120/208 Volts 100 Amp 3 Phase 4 Main Circuit Breaker Wire Cabinets: Surface Total Watts: 20040 Mounted NEMA " 1 REM CKI DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM UH -1 1 QUAD RECEPT. @ CORR. 400 12 1/20 X 12 1/20 12 LOCKER RECEPT 900 2 3 UH -2 3 QUAD RECEPT. @ CORR 400 12 1/20 1/20 X 1/20 12 LOCKER RECEPT. 900 4 5 UH -3 5 LOCKER RECPT. 540 12 1/20 X 1/20 X 1/20 12 LOCKER RECEPT. 900 6 7 UH -4 7 LOCKER RECPT. 720 12 1/20 XI 1/20 12 LOCKER RECEPT. 900 8 9 UH -5 9 LOCKER RECPT 720 12 1/20 1/20 X 1/20 12 LOCKER RECEPT. 540 10 11 UH -6 11 LOCKER RECPT 720 12 1/20 X 1/20 X 1/20 12 LOCKER RECEPT. 720 12 13 UH -1 13 LOCKER RECPT. 540 12 1/20 X 360 1/20 12 LOCKER RECEPT. 720 14 15 SPACE 15 LOCKER RECPT. 1080 12 1 1/20 X 1/20 12 LOCKER RECEPT. 900 16 17 SPACE 17 LOCKER RECPT 540 12 1/20 X X 1/20 12 LOCKER RECEPT. 1080 18 19 SPACE 19 LOCKER RECPT. 900 12 1/20 X SPARE 1/20 12 LOCKER RECEPT. 1080 20 21 SPACE 21 LOCKER RECPT. 1080 12 1/20 X 1/20 12 LOCKER RECEPT. 540 22 23 SPACE 23 LOCKER RECPT. 1080 12 1/20 X X 1/20 12 LOCKER RECEPT. 540 24 EF -4 SPACE 25 SPARE 4 1 1/20 X X 1/20 28 SPARE 15000 26 29 4264 27 SPARE 30 1/20 TOTAL LOAD PHASE 'A' X 1 1/20 EXT. RECEPT SPARE 11402 28 1/20 TOTAL LOAD PHASE 'C' 29 SPARE 1 ;20 79726 1/20 3 CIRCUIT VIA PHOTO CELL X 1/20 37495 WATTS SPARE 25 30 45.1203 AMPS MANUFACTURERS RECOMMENDATION. 31 SPARE X 5 PROVIDE H.A.C.R. BREAKER 1/20 X WATTS 1/20 SPARE 26 32 4 33 MIENS RR EX FAN 800 10 1/20 6 PROVIDE A LOCK ON BREAKER X 1/20 1 ;20 SPARE SPARE 34 0 4 35 WOMEN RR EX FAN 800 10 1/20 400 X 1/20 SPARE X 36 SPARE 37 SPACE 30 1/20 X SWAT OH DOOR OPER. 1/20 400 SPACE 1/20,X, 38 39 SPACE SPACE 1/20 32 X 1/20 33 SPACE 40 1/20 41 ISPACE 1 1/20 SPACE X 1/201 34 ISPACE I 1 42 V.INSP. OH DOOR OPER. REMARKS 1 PROVIDE GFCI BREAKER 2 CIRCUIT VIA ENERGY MANAGEMENT SYSTEM 3 CIRCUIT VIA PHOTO CELL 4 PROVIDE BREAKER & FUSES PER EQUIPMENT MANUFACTURERS RECOMMENDATION. 5 PROVIDE H.A.C.R. BREAKER 6 PROVIDE A LOCK ON BREAKER 400 TOTAL LOAD PHASE 'A' TOTAL LOAD PHASE 'B' TOTAL LOAD PHASE 'C' TOTAL LOAD ALL PHASES 6160 6960 6920 20040 WATTS 55.6667 AMPS PANEL H P2 PANEL L P2 35000 AIC Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 70 Amp Main Circuit Breaker Service: 120/208 Volts 3 Phase Mains. 100 Amp Main Circuit Breaker Total Watts: 37495 NEMA . 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM EXIST. XFRMR 'EMCL' 1 UH -1 3000 12 1/20 X N w N 3 �, a� 1/20 12 LIGHTS SWAT 1056 2 19000 1120 3 UH -2 3000 12 1/20 4 X 1/20 SWAT RECEPTS. LTS. LKR,BIKE,VHC.INSP 1038 4 1/20 5 UH -3 3000 12 1/20 6160 X 1/20 EXTERIOR LIGHTS 273 6 900 7 UH -4 3000 121/20 X X 3/80 1/20 SPARE 6 8 1 7 9 UH -5 3000 121/20 1/20 X X 1/20 1 ;20 SPARE EF -2 10 700 8 11 UH -6 3000 12 1/20 800 12 X 1/20 Om SPARE o 12 m SPARE 13 UH -1 3000 12 1/20 X SWAT RECEPTS. 1/20 360 SPARE 1/20 14 11402 X 15 SPACE SPARE 17 12 X 13 SPACE X 16 12 1/20 17 SPACE 1 ;20 10 EF -3 10 X 14 SPACE 1 18 BIKE /PTRL. RECEPTS 19 SPACE 1/20 1 X X 1 ;20 3/20 SPARE SPACE 1 20 10 1 21 SPACE 22 360 12 1/20 X X SPACE 22 10 23 SPACE 1 19 VEH. INSP. RECEPTS. 540 X 1/20 SPACE 24 1;20 25 5500 X EF -4 SPACE 26 X-FRMRTSW1 FEED 4 1 21 27 4364 #1 3/100 X SPACE 28 PANEL LP2 PANEL 15000 X 29 4264 Ix SPACE 30 22 TOTAL LOAD PHASE 'A' 15556 REMARKS EXT. RECEPT TOTAL LOAD PHASE 'B' 11402 1 PROVIDE GFCI BREAKER 1/20 TOTAL LOAD PHASE 'C' 10537 2 CIRCUIT VIA ASTRONOMICAL TIME CLOCK AND PHOTOCELL 1 ;20 79726 SPARE 3 CIRCUIT VIA PHOTO CELL 0 TOTAL LOAD ALL PHASES 37495 WATTS 4 PROVIDE BREAKER & FUSES PER EQUIPMENT 25 SPARE 45.1203 AMPS MANUFACTURERS RECOMMENDATION. 1/20 X 5 PROVIDE H.A.C.R. BREAKER TOTAL LOAD ALL PHASES 1 ;20 WATTS 6 PROVIDE A LOCK ON BREAKER 0 26 7 PROVIDE ADDITIONAL NEUTRAL CONDUCTOR 27 SPARE EXISTING PANEL DPE PANEL L P2 Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 400 Amp Main Circuit Breaker Total Watts: 219565 22000 AIC Service: 120/208 Volts 3 Phase Mains. 100 Amp Main Circuit Breaker 4 Wire Cabinets: Total Watts: Surface 14128 Mounted NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION EXIST. XFRMR 'EMCL' WATTS CKT REM 1 1 SWAT RECEPTS. N w N 3 �, a� 600 12 1/20 X 3 19000 1120 10 EF -1 4 700 2 4 1 3 SWAT RECEPTS. O 600 12 1/20 X 6 1 ;20 SPARE 6160 4 1 5 SWAT EXT. RECEP. 900 12 1/20 1 X 1 ;20 3/80 SPARE SPARE 6 9 1 7 SWAT COORD REEL V 800 12 1/20 X LU Oe 1 ;20 10 EF -2 11 700 8 4 1 9 SWAT COORD REEL 13 800 12 1/20 Om X o 1 ;20 m SPARE 8000 14 10 1 1 11 SWAT RECEPTS. 3/20 360 12 1/20 15 11402 X 1 ;20 8000 SPARE 17 12 10537 13 SWAT LKR RECEPT. X 360 12 1/20 X 18 1 ;20 10 EF -3 10 700 14 4 1 15 BIKE /PTRL. RECEPTS 360 12 1/20 1 X 1 ;20 3/20 SPARE EXIST. XFRMR 'EMXL' 1 16 10 1 17 BIKE /PTRL. RECEPTS 22 360 12 1/20 X 1 ;20 SPARE 10 18 4000 1 19 VEH. INSP. RECEPTS. 540 12 1/20 X 1;20 10 EF -4 26 700 20 4 1 21 VEH. INSP. RECEPTS. 540 12 1/20 15000 X 1 ;20 28 SPARE 22 1 23 EXT. RECEPT 29 180 12 1/20 30 X 1 ;20 79726 SPARE REMARKS 0 24 1 EXISTING BREAKER 25 SPARE 2 EXISTING SPARE BREAKER 1/20 X 3 CIRCUITVIA PHOTO CELL TOTAL LOAD ALL PHASES 1 ;20 WATTS SPARE 0 26 MANUFACTURERS RECOMMENDATION. 27 SPARE 5 PROVIDE H.A.C.R. BREAKER 1/20 6 PROVIDE A LOCK ON BREAKER X 1 ;20 7 PROVIDE ADDITIONAL NEUTRAL CONDUCTOR SPARE 0 28 4 29 SWAT OH DOOR OPER. 400 1/20 X SPARE 30 4 31 SWAT OH DOOR OPER. 400 1/20,X, SPACE 32 4 33 BIKE OH DOOR OPER. 400 1/20 XI SPACE 34 4 35 V.INSP. OH DOOR OPER. 400 1/20 X SPACE 36 37 DOOR ACCESS PWR. 1/20 X SPACE 38 39 1 DOOR ACCESS PWR. 1/20 X 2120 10 AC- 1 /CC -1 1664 40 4 41 ISPARE 1/20 X 1664 42 REMARKS 1 PROVIDE GFCI BREAKER 2 CIRCUIT VIA ENERGY MANAGEMENT SYSTEM 3 CIRCUIT VIA PHOTO CELL 4 PROVIDE BREAKER & FUSES PER EQUIPMENT MANUFACTURERS RECOMMENDATION. 5 PROVIDE H.A.C.R. BREAKER 6 PROVIDE A LOCK ON BREAKER TOTAL LOAD PHASE 'A' TOTAL LOAD PHASE 'B' TOTAL LOAD PHASE 'C' TOTAL LOAD ALL PHASES 5500 4364 4264 14128 WATTS ' 39.2444 AMPS EXISTING PANEL DPE Im Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 400 Amp Main Circuit Breaker Total Watts: 219565 NEMA ' 1 REM CKT DESCRIPTION WATTS WIRE BKR A BICI � BKR WIRE DESCRIPTION WATTS CKT REM 1 1 EXIST. XFRMR 'EMCL' 19000 Z�L_u 3/125 X uo co m 21100 N w N 3 �, a� EXIST. RADIO EQP. 12000 2 3 19000 X 12000 4 De 5 19000 O X 6 7 6160 X N 8 1 XFRMR TLR1" #3 3/80 3/70 SPARE Z 9 6960 X V 10 m LU Oe m 11 6920 X w U 12 13 15556 Om X o u m 8000 14 1 PANEL'HP2' #3 3/70 3/20 EXIST. PANEL'EMLTH' 1 15 11402 X 8000 16 17 10537 X 8000 18 19 10 X 4000 20 1 EXSIT. TVSS 135 3/20 EXIST. XFRMR 'EMXL' 1 21 10 X 4000 22 23 10 X 4000 24 25 15000 X 26 1 EXS IT. UPS 135 27 15000 X 28 29 150001 X 30 TOTAL LOAD PHASE 'A' 79726 REMARKS TOTAL LOAD PHASE 'B' 76372 1 EXISTING BREAKER TOTAL LOAD PHASE 'C' 63467 2 EXISTING SPARE BREAKER 3 CIRCUITVIA PHOTO CELL TOTAL LOAD ALL PHASES 219565 WATTS 4 PROVIDE BREAKER & FUSES PER EQUIPMENT ' 264.218 AMPS MANUFACTURERS RECOMMENDATION. 5 PROVIDE H.A.C.R. BREAKER 6 PROVIDE A LOCK ON BREAKER 7 PROVIDE ADDITIONAL NEUTRAL CONDUCTOR pRrnnDE NEMA 3R PULL ENCLOSURE ANSITION TO VERTICAL CONDUITS. L/J . JLVIVL v.vvi.v IVLVV I.MUII tSKLAKLK AZ) KLUUIKLU UUL IU UHMAULU UK rAULIT I.MUII t3KLAKLK, NOT TO SCALE HOUSKEEPING PAD. PROVIDE NEC OREUSE EXISTING 3P -70A CIRCUIT BREAKER IN EXISTING PANEL TO FEED PANEL 'HP2'. GROUND TO BLDG. STL. VERIFY CIRCUIT BREAKER FUNCTIONAL TRIP RATING AND CONDITION. PROVIDE NEW CIRCUIT BREAKER AS REQUIRED DUE TO DAMAGED OR FAULTY CIRCUIT BREAKER. O3 PROVIDE MANUFACTURERS WALL MOUNTING BRACKET FOR TRANSFORMER. APPROXIMATE WEIGHT, 400 0, TRANSFORMER WIDTH =20 ", DEPTH =16 ", HEIGHT =10 ". (4) #6 & (1) #8 G IN 1 -1/2 C. TRAFFIC RATED IN -GR/ PULL VAULT WITH LOCKING COVER. (4) #3 &(1) #8G IN 1 -1/2 C. 30KVn L / /I`rUV VVLI I U IZVILVU VOLT THREE PHASE TRANSFORMER MOUNTED ON WALL WITH MFGS. WALL MOUNT BRACKET AND NEC GROUND TO BLDG. STL. 100% CONSTRUCTION DOCUMENTS -PHASE B D Im 0 Z LL I H Q ®_ ~ a L V m Q N wvi cn LU > 0 � J O 0 O Z o W o u } to LU F- U-' h x d < o a Z�L_u v, QoUC"?,3 _ uo co m 0 1.1 N w N 3 �, a� co �J 3 Ed Q aR'SE OF TRpp .._......* d o JOHN L. WEST n d add ...ICE t� °�$ 4 � ?1�7j' 2 °i7 ti NSz <om o o �N3: o N n P P 3 ;_ 3 X O W LL O LL Q U v obi c o,L ° °} Erna ^� U N vi v w¢ O 30E U U Uz o� N Q 1.J Im W H Q Z V Z Z I N LU In zX Q ®_ ~ Z ® L V m Q N wvi LU > z LU LU > 0 � J Q 0 LL a O = O W U Al'AAVF � �� N V w� Cie Q De O O Z LU LU m N ® � Z O V = w m LU Oe m O Z 3 Z 3 w U Cie w LU Om o o u m w Im W H Q � V Z Z I N LU In zX Q ®_ ~ Z ® L V m Q N Q LU > z LU W W � V > 0 C� H > LU J Q 0 LL a W m LL. A\ W U Al'AAVF � �� w� w Z O LU O Z E4.1 ONE LINE DIAGRAMS - ELECTRICAL CONDUIT NOTES 1. PROVIDE AS REQUIRED HEREIN. REFERENCE STRUCTURED CABLING SYSTEM SPECIFICATION AND ELECTRICAL WORK FOR ADDITIONAL REQUIREMENTS. 2. PROVIDE METALLIC CONDUIT NO LESS THAN 1" TRADE SIZE FROM DEVICE TO ACCESSIBLE CEILING UNLESS NOTED OTHERWISE (U.N.O.). 3. MAINTAIN PROPER CONDUIT BEND RADIUS. FOR CONDUIT WITH AN INTERNAL DIAMETER OF 2" OR LESS, MAINTAIN A BEND RADIUS OF AT LEAST SIX (6) TIMES THE INTERNAL CONDUIT DIAMETER. FOR CONDUIT WITH AN INTERNAL DIAMETER GREATER THAN 2 ", MAINTAIN A BEND RADIUS OF AT LEAST TEN (10) TIMES THE INTERNAL CONDUIT DIAMETER. 4. PROVIDE METALLIC CONDUIT FOR CABLING IN EXPOSED AREAS, MECHANICAL SPACES, FOOD SERVICES AREAS, AND ELEVATOR CONTROL ROOMS. 5. ROUTE CONDUIT WITH OTHER BUILDING SERVICES AND CONCEAL WHENEVER POSSIBLE. GROUP CONDUITS AND RUN PARALLEL ALONG A SINGLE BUILDING COLUMN LINE, HOLD TIGHT TO STRUCTURE AND PAINT AS DIRECTED BY THE ARCHITECT. 6. CONDUIT RUNS SHALL NOT EXCEED 100 CONTINUOUS FEET. FOR RUNS IN EXCESS OF 100 FEET, PROVIDE ACCESSIBLE PULL BOXES AS REQUIRED TO MAINTAIN THE 100 CONTINUOUS FEET. 7. IF A CONDUIT REQUIRES MORE THAN FOUR (4) 45° BENDS, PROVIDE AN ACCESSIBLE PULL BOX BETWEEN SECTIONS WITH TWO (2) BENDS OR LESS. 8. IF A CONDUIT RUN REQUIRES MORE THAN FOUR (4) 45° BENDS BETWEEN PULL BOXES, THEN FOR EACH ADDITIONAL BEND EITHER REDUCE THE CONDUIT CAPACITY BY 15% OR USE THE NEXT LARGER TRADE SIZE CONDUIT DIAMETER. 9. IF A CONDUIT RUN REQUIRES A REVERSE BEND (BETWEEN 100° AND 180 °), THEN PROVIDE AN ACCESSIBLE PULL BOX AT EACH BEND HAVING AN ANGLE FROM 100° TO 180 °. 10. DO NOT CONSIDER A PULL BOX AS A BEND. ALIGN CONDUITS STRAIGHT THROUGH A PULL BOX WITH THE BEND EITHER BEFORE OR AFTER THE PULL BOX. 11. SIZE PULL BOXES SO THAT THE LENGTH IS NO LESS THAN EIGHT (8) TIMES THE DIAMETER OF THE LARGEST CONDUIT AND THE WIDTH IS NO LESS THAN 1/4 THE LENGTH. 12. PROVIDE COVERS FOR JUNCTION BOXES AND PULL BOXES. PROVIDE PERMANENT LABELING ON COVERS DESCRIBING SYSTEMS SERVED. 13. PROVIDE CONDUIT STUBS WITH INSULATED CONNECTORS AND BUSHINGS TO PROTECT CABLE. 14. CONDUIT RUNS SHALL NOT CONTAIN 90° CONDUIT BODIES (LB DEVICES). 15. REAM CONDUIT ENDS AND FIT STUBBED CONDUITS WITH AN INSULATED BUSHING TO ELIMINATE SHARP EDGES THAT MAY DAMAGE CABLE DURING INSTALLATION OR SERVICE. EQUIP CONDUITS WITH PULL CORDS WITH A MINIMUM TEST RATING OF 200 POUNDS. 16. OUTLET BOX CONDUITS SHALL BE STUBBED OUT ABOVE ACCESSIBLE CEILING SPACE UNLESS NOTED OTHERWISE (U.N.O.). 17. PROVIDE RIGID NONMETALLIC CONDUIT (SCHEDULE 40 PVC) FROM THE NEAREST MDF /IDF TO SERVE DEVICE LOCATIONS VIA UNDERGROUND PATHWAYS. SIZE CONDUIT ACCORDINGLY TO TIA -569 -B AND TIA -758 -A STANDARDS. CABLING LEGEND TYPE DESCRIPTION MANUFACTURER MODEL A 18AWG, 6 CONDUCTOR, OVERALL SHIELD SUPERIOR ESSEX 2F- C42 -32 B 18AWG, 4 CONDUCTOR, STRANDED SUPERIOR ESSEX 2F- C32 -31 UNSHIELDED C 16AWG, 2 CONDUCTOR, STRANDED CATEGORY 6, PURPLE SUPERIOR ESSEX 2F- C12 -31 UNSHIELDED REFER TO 27 10 00 SPECIFICATIONS D E 18AWG, 2 CONDUCTOR, STRANDED, SHIELDED SUPERIOR ESSEX 2F- C12 -32 F ACCESS CONTROL COMPOSITE CABLE SUPERIOR ESSEX AC- A1X -55 G CATEGORY 6, BLUE CATEGORY 6, WHITE REFER TO 27 10 00 SPECIFICATIONS H REFER TO 27 10 00 SPECIFICATIONS REFER TO 27 10 00 SPECIFICATIONS I CATEGORY 6, GREEN NOTE: CABLES COME DEFAULT WHITE IN COLOR AND NON - PLENUM, UNLESS OTHERWISE NOTED. COORDINATE EXACT COLOR WITH OWNER/ENGINEER PRIOR TO ORDERING CABLE. I ROUGH -IN BOX SCHEDULE D1: 1 -GANG: DIE CAST ALUMINUM, 2 -5/8" DEEP WITH THREADED OUTLETS. D2: 2 -GANG: DIE CAST ALUMINUM, 2 -5/8" DEEP WITH THREADED OUTLETS. D3: 3 -GANG: DIE CAST ALUMINUM, 2 -5/8" DEEP WITH THREADED OUTLETS. M1: 1 -GANG: WELDED MASONRY BOX, 2 -1/2" DEEP WITH KNOCKOUTS. M2: 2 -GANG: WELDED MASONRY BOX, 2 -1/2" DEEP WITH KNOCKOUTS. M3: 3 -GANG: WELDED MASONRY BOX, 2 -1/2" DEEP WITH KNOCKOUTS. M4: 4 -GANG: WELDED MASONRY BOX, 2 -1/2" DEEP WITH KNOCKOUTS. M5: 1 -GANG: WELDED MASONRY BOX, 3 -1/2" DEEP WITH KNOCKOUTS. M6: 2 -GANG: WELDED MASONRY BOX, 3 -1/2" DEEP WITH KNOCKOUTS. M7: 3 -GANG: WELDED MASONRY BOX, 3 -1/2" DEEP WITH KNOCKOUTS. M8: 4 -GANG: WELDED MASONRY BOX, 3 -1/2" DEEP WITH KNOCKOUTS. *PROVIDE LOW VOLTAGE PARTITION FOR NON - GANGABLE 2 -1/2" AND 3 -1/2" DEEP MASONRY BOXES. S1: 4- 11/16" SQUARE BOX: WELDED STEEL BOX, 2 -1/8" DEEP WITH KNOCKOUTS EQUIPPED WITH 4- 11/16" SQUARE FIXTURE COVER: 1- DEVICE RAISED 1/2". S2: 4- 11/16" SQUARE BOX: WELDED STEEL BOX, 2 -1/8" DEEP WITH KNOCKOUTS EQUIPPED WITH 4- 11/16" SQUARE FIXTURE COVER: 2- DEVICE RAISED 1/2". S3: 3 GANG BOX: WELDED STEEL BOX, 2 -1/2" DEEP WITH KNOCKOUTS EQUIPPED WITH FIXTURE COVER: 3 -GANG RAISED 3/ ". * PROVIDE LOW VOLTAGE PARTITION FOR USE WITH 3 GANG BOX. Cl: 4" SQUARE BOX: DRAWN PLENUM BOX, 2 -1/8" DEEP WITH KNOCKOUTS EQUIPPED WITH 4" SQUARE FIXTURE COVER: 1- DEVICE RAISED 1/2". C2: 4" SQUARE BOX: DRAWN PLENUM BOX, 2 -1/8" DEEP WITH KNOCKOUTS EQUIPPED WITH 4" SQUARE FIXTURE COVER: 2- DEVICE RAISED 1/2". *PROVIDE LOW VOLTAGE PARTITION FOR USE WITH 2- DEVICE COVER. J1: JUNCTION BOX - INDOOR (SMALL): TYPE 1 SCREW COVER, PAINTED W/ KNOCKOUTS 10.0" X 8.00" X 4.0" J2: JUNCTION BOX - INDOOR (MEDIUM): TYPE 1 SCREW COVER, PAINTED W/ KNOCKOUTS 16.0" X 12.00" X 6.0" J3: JUNCTION BOX - INDOOR (LARGE): TYPE 1 SCREW COVER, PAINTED W/ KNOCKOUTS 24.0" X 18.00" X 8.0" J4: JUNCTION BOX - OUTDOOR (SMALL): TYPE 3R SCREW COVER, 12.00" X 10.00" X 4.00" J5: JUNCTION BOX - OUTDOOR (MEDIUM): TYPE 3R SCREW COVER, 24.00" X 20.00" X 8.00" P1: PULL BOX (SMALL): TYPE 1 SCREW COVER UNPAINTED WIRING TROUGH, 4.00" X 4.00" X 12.00" P2: PULL BOX (MEDIUM): TYPE 1 SCREW COVER UNPAINTED WIRING TROUGH, 6.00" X 6.00" X 24.00" P3: PULL BOX (LARGE): TYPE 1 SCREW COVER UNPAINTED WIRING TROUGH, 8.00" X 8.00" X 36.00" P4: PULL BOX (X- LARGE): TYPE 1 SCREW COVER UNPAINTED WIRING TROUGH, 12.00" X 12.00" X 48.00" NOTES: 1. 2 -1/2" DEEP MASONRY BOXES ARE USED IN 4" BLOCK WALLS, 3 -1/2" DEEP MASONRY BOXES ARE USED IN 6" OR 8" BLOCK WALLS. 2. SCREW COVER WIRING TROUGHS DO NOT INCLUDE KNOCKOUTS. 3. FIXTURE COVERS LISTED ABOVE ARE SHOWN AS 1/2" RAISED. PROVIDE ALTERNATE COVERS DEPENDING ON FIELD CONDITIONS. CABLE PATHWAY NOTES 1. PROVIDE PATHWAY SYSTEMS TO INCLUDE BUT NOT LIMITED TO CONDUIT, CABLE TRAY, OPEN -TOP CABLE SUPPORTS (J- HOOKS) AND SURFACE RACEWAY. 2. PROVIDE PATHWAY SYSTEMS AS SHOWN ON DRAWINGS AND IN ACCORDANCE WITH NATIONAL AND LOCAL CODES, STANDARDS AND MANUFACTURER INSTALLATION GUIDELINES. 3. SIZE PATHWAY SYSTEMS IN ACCORDANCE WITH MANUFACTURER CABLE CAPACITY INFORMATION OR THE REQUIREMENTS AS STATED IN THE STRUCTURED CABLING SYSTEM SPECIFICATION. 4. PROVIDE PATHWAY SUPPORT HARDWARE IN ACCORDANCE WITH MANUFACTURER GUIDELINES AS A COMPLETE SYSTEM AND INDEPENDENT OF OTHER MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS. REGARDLESS OF PATHWAY TYPE, ALL CABLING SHALL BE SUPPORTED AT A 5' -0" MAXIMUM INTERVAL. 5. PROVIDE BONDING AND GROUNDING OF HORIZONTAL PATHWAYS IN ACCORDANCE WITH MANUFACTURER GUIDELINES, LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION (AHJ). 6. PROVIDE APPROVED FIRE -RATED MATERIALS FOR PENETRATIONS OF ARCHITECTURAL BARRIERS THAT PRESERVES THE HOUR - RATING OF THE BARRIER. 7. PROVIDE LABELING WITHIN 12 INCHES OF FIRE STOPPING MATERIALS ON BOTH SIDES OF MEMBRANE PENETRATIONS. PROVIDE LABELING OR ENSURE MANUFACTURER MARKINGS ON CONDUIT, CABLE TRAY, RACEWAY, JUNCTION BOXES AND PULL BOXES ARE LEGIBLE AND IN VIEW IN ACCORDANCE WITH NEC RECOMMENDATIONS. PROVIDE LABELS RESISTANT TO THE ENVIRONMENTAL CONDITIONS WITH A LIFETIME EQUAL TO THE COMPONENT TO BE LABELED. 8. DRAWINGS INDICATE THE DESIRED ROUTING METHOD OF CABLE TRAY AND J- HOOKS. CHANGES MAY BE MADE TO THE PATHWAY SYSTEM TO ACCOMMODATE SITE CONDITIONS AS LONG AS DISTANCING IS MAINTAINED AND THE ARCHITECT APPROVES THE COORDINATION DRAWINGS SUBMITTED FOR REVIEW. 9. ALL RACEWAYS, CONDUITS, CABLE TRAY, FIRESTOPPING, OUTLET BOXES, PULL BOXES, BACKBONE CABLING, SLEEVES AND GROUNDING CONDUCTORS AS SHOWN OR SPECIFIED HEREIN MUST BE COORDINATED WITH ELECTRICAL AND ARCHITECTURAL DRAWINGS FOR POSITION AND LOCATION UNLESS NOTED OTHERWISE (U.N.O.). 10. IN THE EVENT OF CONFLICTS IN SYMBOLS, THOSE SHOWN HEREON SHALL APPLY TO THE "ES SERIES DRAWINGS ONLY. PHYSICAL SECURITY SYSTEM LEGEND (SOME DEVICES AND SYMBOLS SHOWN ON THIS LEGEND MAY NOT BE APPLICABLE TO PROJECT) SYMBOL DEVICE ROUGH -IN BOX TYPE MOUNTING HEIGHT CABLE TYPE NOTES WALL OR CEILINGS MASONRY SURFACE WALL OR CEILINGS MASONRY SURFACE 12 MP 360 DOME MULTI - IMAGER 21 9 MP 360 DOME FISHEYE 12 MP 270 DOME MULTI - IMAGER ACCESS CONTROL PANEL 40 * NETWORK WALL OUTLET 54" A.F.F. TO CENTER OF BOX TYPE M2 COORDINATE PLACEMENT OF THE DATA OUTLET IN ACCESS CONTROL PANEL. ACP BOWL CAMERA 10 MP BOX 50mm (BOSCH) N/A N/A N/A UNLESS NOTED OTHERWISE. 1D (SEE NOTE 2) UNLESS OTHERWISE NOTED CARD READER RELOCATION TYPE S1 TYPE M1 TYPE D1 BUILDING SWITCH HEIGHT, TYPE M2 CARD READER REPLACEMENT, RELOCATION, OR CARD READER ONLY INSTALLATION. THERE MAY CR ad a UNLESS NOTED OTHERWISE 1F BE MORE DEVICES AT THIS SYBMOL WHERE INDICATED ON THE FLOOR PLANS BUT IT DOES NOT 1H Q * COORDINATE WITH ELECTRICAL CONTRACTOR � INDICATE THAT ALL COMPONENTS OF A CARD READER SYSTEM ARE PRESENT AT THE DOOR. PROVIDE NECESSARY ADAPTERS, BEZELS, AND MODULES TO ACCOMMODATE STRUCTURED CARD READER SYSTEM - WALL TYPE S1 TYPE M1 TYPE D1 BUILDING SWITCH HEIGHT, CABLING WITH FLOOR PLENETRATION SYSTEM CARD READER SYSTEM INCLUDES DOOR SWITCH, CARD READER, ELEC. HINGE/ POWER CRS MOUNTED AP WIRELESS ACCESS POINT IN 21 WIRELESS ACCESS POINT. UNLESS NOTED OTHERWISE 1F TRANSFER, AND A METHOD OF REQUEST -TO -EXIT. SERVE WITH 3/4" CONDUIT. UTILIZE NOTES: Z 1. ( *) REPRESENTS THE NUMBER OR CABLES FOR THAT LOCATION. IF NO NUMBER SHOWN, PROVIDE (1). 2. COMPOSITE CABLE FROM ACP TO DOOR JUNCTION BOX. NOTE 3. W =m C9 W DOOR MONITOR SWITCH PROVIDED ALL (D) TYPE CABLES FOR CAMERAS AND PANELS SHOWN IN THE SECURITY LEGEND. o W O INSTALL AT HEADER - 6" FROM 3 OD a TYPE S1 TYPE M1 TYPE D1 LATCH LEG. 1B O� - DB DOOR BUZZER TYPE S1 TYPE M1 TYPE D1 48" AFF TO CENTER UNLESS NOTED OTHERWISE. 1B LOCAL ANNUNCIATION - BUZZER SOUNDS WITHIN PREP AREA. NOTE 2. m INT INTERCOM 1D ALARM KEY PAD CONTROLLER 50" AFF TO CENTER OF BOX SERVE WITH 3/4" CONDUIT KP TYPE S1 TYPE M1 TYPE D1 UNLESS NOTED OTHERWISE 1A LOCK INTERFACE SYSTEM INCLUDES DOOR SWITCH, ELEC. HINGE / POWER TRANSFER, AND A LI ELECTRIC LOCK INTERFACE TO ACP N/A N/A N/A N/A 1C METHOD OF REQUEST -TO -EXIT. SERVE WITH 3/4" CONDUIT. UTILIZE COMPOSITE CABLE FROM ACP TO DOOR JUNCTION BOX. CARD READER CABLE TO BE COILED AS SPARE FOR FUTURE USE. NOTE 3. LOCK INTERFACE INCLUDES CABLE FROM ELECTRIC LOCK TO HINGE AND FROM HINGE TO THE LK ELECTRIC LOCK INTERFACE TO N/A N/A N/A N/A 1C NEAREST ACP. IF A DOOR RELEASE IS ASSOCIATED WITH THIS LOCK INTERFACE THEN ACP CONNECT TO THE SAME ACP WHERE THE DOOR RELEASE IS CONNECTED. MOTION DETECTOR - WALL 84' AFF. U.N.O. MD MOUNT TYPE S1 TYPE M1 TYPE D1 1B MOTION DETECTOR - CEILING REFER TO CEILING HEIGHT MD MOUNT TYPE S1 TYPE M1 TYPE D1 1B VEHICLE TAG READER 96" A.F.G. UNLESS NOTED N/VEHICLE TAG READER SYSTERM INCLUDES THE READ HEAD, THE MOUNTING ADAPTER, THE VTR N/A N/A N/A OTHERWISE 1A, 2B, 1D MAST ATTACHED TO THE NEAREST FENCE ANCHOR POST. L:W: WORKSTATION N/A N/A N/A 1 D ACCESS CONTROL AND VIDEO WORKSTATION. FIXED CAMERA - WALL MOUNT NOTE 1 SERVE WITH 3/4" CONDUIT. NOTE 2. TYPE S1 TYPE M1 TYPE D1 1D FIXED CAMERA - CEILING NOTE 1 SERVE WITH 3/4" CONDUIT. NOTE 2. MOUNT TYPE S1 TYPE M1 TYPE D1 1D NOTES: 1. AS NOTED IN CAMERA SCHEDULE. 2. CATEGORY 6 CABLING PROVIDED BY DIVISION 27. TERMINATIONS OF CATEGORY 6 CABLING FOR VIDEO SURVEILLANCE PROVIDED BY DIVISION 28. 3. PROVIDE ADDITIONAL 18/6 CABLE FROM ACP TO ACCESS CONTROLLED AUTO DOOR LOCATIONS FOR AUTO DOOR MOTOR INTERFACE. COORDINATE TERMINATIONS WITH DIVISION 08. 4. REFERENCE SCHEDULE FOR ADDITIONAL INFORMATION. 5. COORDINATE DIVISION 26 FOR POWER AND CONDUIT. CAMERA LEGEND #x CAMERA MOUNT TYPE CAMERA TYPE CAMERA TYPES STRUCTURED CABLING SYSTEM LEGEND 1 (SOME DEVICES AND SYMBOLS SHOWN ON THIS LEGEND MAY NOT BE APPLICABLE TO PROJECT) SYMBOL DEVICE ROUGH -IN BOX TYPE MOUNTING HEIGHT CABLE TYPE NOTES WALL OR CEILINGS MASONRY SURFACE 12 MP 360 DOME MULTI - IMAGER 21 9 MP 360 DOME FISHEYE 12 MP 270 DOME MULTI - IMAGER 30 40 * NETWORK WALL OUTLET TYPE S1 TYPE M2 TYPE D2 BUILDING BASE OUTLET HEIGHT BOWL CAMERA 10 MP BOX 50mm (BOSCH) N F a �U ' and (SEE NOTE 2) (SEE NOTE 2) UNLESS OTHERWISE NOTED *G O v W WALL PHONE TYPE S1 TYPE M2 TYPE D2 3'-4" A.F.F. TO CENTER OF BOX ad a LL H (SEE NOTE 2) (SEE NOTE 2) 1H Q * COORDINATE WITH ELECTRICAL CONTRACTOR � PROVIDE NECESSARY ADAPTERS, BEZELS, AND MODULES TO ACCOMMODATE STRUCTURED NETWORK FLOOR OUTLET m �3 cn *G CABLING WITH FLOOR PLENETRATION SYSTEM o, TYPE S1 N/A N/A FLUSH MOUNT ON CEILING. CONTRACTOR TO MOUNT AND CONNECT OWNER PROVIDED AP WIRELESS ACCESS POINT IN 21 WIRELESS ACCESS POINT. CEILING NOTES: Z 1. ( *) REPRESENTS THE NUMBER OR CABLES FOR THAT LOCATION. IF NO NUMBER SHOWN, PROVIDE (1). 2. PROVIDE WITH 1 -GANG DEVICE PLATE W =m C9 W 3. PROVIDED ALL (D) TYPE CABLES FOR CAMERAS AND PANELS SHOWN IN THE SECURITY LEGEND. o CAMERA LEGEND #x CAMERA MOUNT TYPE CAMERA TYPE CAMERA TYPES TYPE DESCRIPTION 1 1 MP MINI DOME WITH IR 2 MP MINI DOME WITH IR 3 MP MINI DOME WITH IR 2 3 5 5 MP MINI DOME WITH IR 8 4K FIXED CAMERA 12 MP 180 MULTI - IMAGER PANORAMIC 9 MP 180 DOME FISHEYE 10 11 20 12 MP 360 DOME MULTI - IMAGER 21 9 MP 360 DOME FISHEYE 12 MP 270 DOME MULTI - IMAGER 30 40 ROOF PTZ CAMERA 41 PTZ CAMERA BOWL CAMERA 10 MP BOX 25 -135mm LENS (ARECONT) BOWL CAMERA 10 MP BOX 35mm (BOSCH) 50 51 52 BOWL CAMERA 10 MP BOX 50mm (BOSCH) N F INFRASTRUCTURE ONLY CAMERA CAMERA MOUNT TYPES TYPE DESCRIPTION C CORNER MOUNT GOOSE NECK /PARAPET MOUNT POLE MOUNT G L R RECESSED /FLUSH MOUNT S SUFACE MOUNT WALL MOUNT PENDANT MOUNT W P U UNIQUE MOUNT comp- WRIGHTSON I JOHNSON I HADDON I WILLIAMS 3424 Midcourt Road Suite 124 Carrollton, Texas 75006 972 - 934 -3700 www.wjhw.com G m ce O LL Q = V O a 00 Z Z N 111- 2 O a J O V to Z w o 0 N w _ LU � �U ' and Z�L_u 570L C 3 3j= �� com O v 'Lu n �J 3 mQ mLnC) O ad • I LL H v Z m W Vf Q = V O W 00 Z Z rLn - 111- 2 O a O V to N Q LU _j � � Z c) LL CL W M O r�l �0 =�� W w Al;0 1` O ad LL H d Q � Z m �3 cn N O Z Oz W =m C9 W i- CO o W O Z 30 3 Y Uj a CL Q LU 3 O� a z ce V oo 0 V m W m W Vf Q Z Z W p QJ a 0 W C1 to W W � v i VVi�7C aa CC JAIL RENOVATION - PHASE B T7/-*"4 " = 1' -0" PLAN TRUE NORT NORT - 0 2' 4' 8' NOTES: 1. UTILIZE EXISTING UNDERSLAB CONDUIT AND FLOOR BOX TO ACCOMMODATE ADDITIONAL CABLING. 2. ROUTE NEW CABLING TO THE MDF. (A' O01.01.12 O II f- II O01.01.11 CR 404 O O I � 01.01.08 CRS I 01.01.16 s� 01.01.07�� 1 01.01.06 �cg I I I I I 01.01.052 GENERALNOTES 1. ALL SECURITY DEVICES SHOWN ROUTE BACK TO THE IDF RESPONSIBLE FOR THE REGION OF THEIR PLACEMENT. cipp WRIGHTSON I JOHNSON I HADDON I WILLIAMS 3424 Midcourt Road KEYNOTES Suite 124 Carrollton, Texas 75006 301 PROVIDE (1) 12- STRAND 972 - 934 -3700 MULTIMODE (OM3) FIBER OPTIC www.wjhw.com BACKBONE CABLE FROM THE EXISTING MDF. TERMINATE BOTH ENDS OF THE FIBER OPTIC CABLE WITH LC CONNECTORS HOUSED IN RACK MOUNT FIBER PATCH HOUSINGS. 302 PROVIDE A 24 "w x 24 "H x 24 "D TELECOMMUNICATIONS ENCLOSURE EQUIPPED WITH A LOCKING PLEXIGLASS FRONT DOOR. INSTALL THE TELECOMMUNICATIONS ENCLOSURE 80" AFF MEASURED TO THE BOTTOM OF THE TELECOMMUNICATIONS ENCLOSURE. 303 PROVIDE (1) CATEGORY 6 DATA CABLE, BLUE IN COLOR, TO THE EXISTING WORK AREA OUTLET. THE END RESULT WILL BE (2) DATA CABLES AND TWO VOICE CABLES. 304 LOCATE ABOVE COUNTER SURFACE. 404 CONTRACTOR SHALL MOVE EXISTING CARD READER STANCHION BOX FROM ITS CURRENT LOCATION AND ATTACH TO THE SIDE OF THE BUILDING AT THIS LOCATION. CONTRACTOR SHALL CONNECT 01.01.13 I I I I O I SWAT 201 —L — I I I I I I _ — J 304 01.01.10 �W �-W-01.011.09 � 4T LOCKERS P-TELECOMMUNICAI BUNKER 203 302 301 202 ENCLOSURE (TE� M/W 204 J BIKE / PATROL � 205 2 1;7 2.i ®■ fly I O K) (.L. OD FIRST FLOOR PLAN - PHASE B 1 1/8 IV = 1' -0" �►00 PLAN TRUE NORT NORT 0 4' 8' 16' r VEHICLE INSPECTION � 207 I SWAT IDF L 1.01.04 01.01.14 1 1--� 32� 1--�33 � IONS 4' �--�36 --t 1.01.03 O cN �p �) _11 O THE GATE MOTOR CONTROL TO THE ACP IN THE SWAT IDF TO ALLOW THE CR TO CONTROL THIS VEHICLE GATE. CONTRACTOR SHALL PUT ALL CONDUIT RELATED TO THIS RELOCATION IN THE GROUND WITH THE EXCEPTION OF THE VERTICAL ROUTE TO TEH BACK OF THE CARD READER ENCLOSURE INTERIOR TO THE SWAT BUILDING. v z m I I I I I O I SWAT 201 —L — I I I I I I _ — J 304 01.01.10 �W �-W-01.011.09 � 4T LOCKERS P-TELECOMMUNICAI BUNKER 203 302 301 202 ENCLOSURE (TE� M/W 204 J BIKE / PATROL � 205 2 1;7 2.i ®■ fly I O K) (.L. OD FIRST FLOOR PLAN - PHASE B 1 1/8 IV = 1' -0" �►00 PLAN TRUE NORT NORT 0 4' 8' 16' r VEHICLE INSPECTION � 207 I SWAT IDF L 1.01.04 01.01.14 1 1--� 32� 1--�33 � IONS 4' �--�36 --t 1.01.03 O cN �p �) _11 O THE GATE MOTOR CONTROL TO THE ACP IN THE SWAT IDF TO ALLOW THE CR TO CONTROL THIS VEHICLE GATE. CONTRACTOR SHALL PUT ALL CONDUIT RELATED TO THIS RELOCATION IN THE GROUND WITH THE EXCEPTION OF THE VERTICAL ROUTE TO TEH BACK OF THE CARD READER ENCLOSURE INTERIOR TO THE SWAT BUILDING. v z m W Vf Q = V O W 00 Z Z a r Ln - 111- 0 a J H � V H ~ to ~ Ln N 0 Lu P >a iapaM0 Z MJ 040 I cn g4 Z Aff IWO 1` O CC LL w� z a � m cn N O z Oz = W C9 W i- CO m o W O z 3 Uj Y a � a Q a LU 3 Ow a z ce V oo 0 V m W 1-- m W Vf Q Z Z a W p a_ a J H 0 _ 3:'T W C1 H ~ to ~ Ln W W �v0 i M SHED GRADE 2A — — SECURITY ELECTRONICS ENCLOSURE VEHICLE TAG READER 1/2" = 1 ' -0" I L-J, I L�J =----- ___ -�► MDF AGATE STANCHION CONDUIT DETAIL - TYPICAL 111/2" = V -0" y:I:1oZeI:L'11]2 ICY ATED SCHEDULED IDF /MDF LICAL GATE WITH SECURITY ELECTRONICS ENCLOSURE INTERCONNECTIVITY DIAGRAM N.T.S. 710 0 O N11MILN STANCHION DETAIL - TYPICAL N.T.S. 0 0 24" O\I C 0 i0 PUBLIC SIDE CARD IN AUTOMATED GATE - TYPICAL N.T.S. NOTES: 1. ENTRANCE LANE WITH SPECIFIC DIMENSIONS FROM CURB. KEY NOTES 1O STANDARD BOLLARD (NOT DIVISION 28 SCOPE) O2 CONCRETE ISLAND 3'W X 10'L X6'H (NOT DIVISION 28 SCOPE) O3 SLIDING GATES (NOT DIVISION 28 SCOPE) 4O CURB O5 WEATHERPROOF NEMA 4 ENCLOSURE FOR SECURITY ELECTRONICS (24 "W X 30 "H X 10 "D) O6 DUAL HIEGHT STANCHION, BLACK ANODIZED O7 TOP STANCHION BOX O8 BOTTOM STANCHION BOX O9 SMALL PORTION OF FENCE TO COVER GAP ON ISLAND (NOT DIVISION 28 SCOPE) GCARD READER 11 INTERCOM 12 FISH EYE CAMERA WITH BUILT IN IR 13 OWNER'S OVERRIDE KEYSWITCH 14 GATE 15 GATE MOTOR 16 SECURITY ELECTRONICS ENCLOSURE 17 STANCHION GCONCRETE BASE PAD FOR STANCHION 19 IN GROUND PULL BOX FOR FUTURE STANCHION 20 CONCRETE BASE PAD FOR SECURITY ELECTRONICS ENCLOSURE 21 UNISTRUT 22 CURB 23 BOLLARD 24 LONG RANGE READER 25 2 "x2" TUBULAR STEEL, BLACK ANODIZED, ATTACHED TO THE FENCE ANCHOR POST AS A SUPPORT FOR THE VEHICLE TAG READER MOUNT. 26 SURFACE MOUNTED CONDUIT 27 CONTRACTOR SHALL PLACE A PERMANENT FIXED LABEL OVER THIS INTERCOM. COORDINATE WITH ENGINEER FOR EXACT WORDING ON LABEL. WRIGHTSON I JOHNSON I HADDON I WILLIP 3424 Midcourt R( Suite Carrollton, Texas 75( 972 - 934 -3" www.wjhw.c Z m O Vf LL 3 t— 00 V LU 00 CC4 ' 3 cn = D W C4 J O O W W *v0 Z 7 o O w N V LUv �o< M L0 z �L-u a ©X °3 a 00 e bu 'L-F-) N w 0/ co ~ J V mQ M�o�3 Z m W to Vf ,_ 3 V 00 V LU 00 CC4 ' 3 Ln = O W C4 N N O V W W *v0 � -j F >a N Z M LaaM0 a V) \\�` �n �0 0 w� O z LL H Q � CW G 0 N O Z Oz = LU M C9 m W O Z 3 Z Y Uj a a 0 ce LU a Q LU z ce V ca 0 0 V m W t— m W to Q Z Z a � W a Q O o_ cc�0�:'. _ W C4 N N H > Ln LL W W *v0 � -j F >a CC -' QOWN-j Z M LaaM0 4% �% _// V) \\�` �n �0 W w� W t— o_ N_ W z ES3.0B SECURITY DETAILS KEYNOTES FIRST FLOOR REFLECTED OD CEILING PLAN - PHASE B 1 1/8 19 = 1' -011 PLAN TRUE NORT NORT mm 0 4' 8' 16' mmmv- WRIGHTSON I JOHNSON I HADDON I WILLIAMS 3424 Midcourt Road Suite 124 Carrollton, Texas 75006 972 - 934 -3700 www.wjhw.com 0 m ce O H LL 3: H O a 00 Z Z V! 1— 0 a J i�o3:,T m � V H ~ IX to Z w o O LU Q W U i rr o d Z LU x11,3 Lu i" 'lJ = Q o C co m Ov CN CN Q') ',w J�3 c�C� ma nt -4 MV) o�3 ZOF IWO O /� w z m W Vf H K 3: 2 V O W 00 Z Z Ln r- 1— 0 a J i�o3:,T m � V H ~ IX to ~ 5; C N Q >a Z MJ U. c ) 0 \0 �i cn O ZOF IWO O /� 99 LL H w� O Q � Z LU m cn N O z z ~ = W C9 W i- CO m o W O Z 3 Y LU a ap � Q LU 3 Ow Q cle z ce Vom o o V m W 1-- m W Vf Q Z Z W p a_ a J i�o3:,T m W C1 H ~ IX to ~ 5; C W W �v0 i >a Z MJ U. c ) 0 \0 �i cn O ZOF IWO /� 99 w� W 1-- O Vf W 99 O Z ES6* 1 B FIRST FLOOR REFLECTED CEILING PLAN CAMERA SCHEDULE - PHASE B DESIGNATOR TYPE CAMERA STYLE RESOLUTION I LENSE I MOUNTING STYLE I MOUNTING DETAIL MOUNTING HEIGHT LAN COMMENT 01.01.12 5W FIXED 5.0 MP 3 -9 MM SURFACE MOUNTED 2/ES9.1 B 111-01, SWAT IDF PHASE B 01.01.13 5W FIXED 5.0 MP 3 -9 MM SURFACE MOUNTED 2/ES9.1 B 111-01, SWAT IDF PHASE B 01.01.14 5W FIXED 5.0 MP 3 -9 MM SURFACE MOUNTED 2/ES9.1 B 111-01, SWAT IDF PHASE B 01.01.09 5W FIXED 5.0 MP 3 -9 MM SURFACE MOUNTED 2/ES9.1 B 8'- 6" SWAT IDF PHASE B 01.01.04 3W FIXED 5.0 MP 3 -9 MM SURFACE MOUNTED 2/ES9.1 B 8' - 6" MDF PHASE B 01.01.16 5W FIXED 5.0 MP 3 -9 MM SURFACE MOUNTED 2/ES9.1 B 111-01, SWAT IDF PHASE B FIRST F.F.: 7 Grand total: 7 gmp�7_ WRIGHTSON I JOHNSON I HADDON I WILLIAMS 3424 Midcourt Road Suite 124 Carrollton, Texas 75006 972 - 934 -3700 www.wjhw.com 0 m ce ACCESS CONTROL SCHEDULE - PHASE B LL DESIGNATOR TYPE MOUNTING NAME DETAIL # OF SWITCHES 1 RISER DIAGRAM ES8.1 PANEL LOCATION SWAT IDF COMMENT PHASE B 01.01.03 CR W PEDESTRIAN GATE 2 /ES9.013 01.01.05 CR W VEHICLE INSPECTION Q 2 /ES9.OB 1 ES8.1 SWAT IDF PHASE B 01.01.06 CR W BIKE PATROL � -4 3 n5a MV) o�3 2 /ES9.OB 1 ES8.1 SWAT IDF PHASE B 01.01.07 CR W PEDESTRIAN GATE BY SWAT LL 2 /ES9.OB 1 ES8.1 SWAT IDF PHASE B 01.01.08 CR W SWAT 2 /ES9.OB 1 ES8.1 SWAT IDF PHASE B 01.01.10 CR W BUNKER 2 /ES9.OB 1 ES8.1 SWAT IDF PHASE B 01.01.11 CR W VEHICLE GATE TO JAIL z ES3.013 ES8.1 SWAT IDF PHASE B FIRST F.F.: 7 Grand total: 7 gmp�7_ WRIGHTSON I JOHNSON I HADDON I WILLIAMS 3424 Midcourt Road Suite 124 Carrollton, Texas 75006 972 - 934 -3700 www.wjhw.com 0 m ce O LL Q H O a 00 Z Z V! 111— 0 a J i�o3:,T m � V H IX ~ N z w o O LU Q W U i rr o d Z LU x11,3 Lu i" 'lJ = Q o C co m CN (N JQ')Ov ', 3 cC� ma � -4 3 n5a MV) o�3 . . w z m W N Q = V O LLB 00 Z Z r- 111— 0 a J i�o3:,T m � V H IX ~ N ~ 5; C N Q >a j z cv) U. 0. �/ 4/ cn Alf i`01� O /� 99 LL w� O Q � z m to N O z z W =m C9 W i- CO o W O z 3 Uj Y a a p Q LU 3 Ow Q z ce Vom o o V m W I-� m W N Q Z Z W p a_ a J i�o3:,T m W C1 H IX ~ N ~ 5; C W W *v0 i PHASE A PHASE B r------------------------------------------------------------ - - - - -- r----------------------------- - - - - -- -------------------------------- - - - - -- I I I I I I I i t I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I IDF SECURITY S.01.01 ELECTRONIC S.01.09 ENCLOSURE S.01.10 MDF 01.01.01 01.01.02 101.01.15 SWAT IDF F — - 01.01.04 01.01.09 01.01.12 01.01.13 01.01.14 01.01.16 01.01.03 01.01.05 01.01.06 01.01.07 01.01.08 01.01.10 01.01.11 L J L I I - - I I I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L------------------------------ - - - --I TOWER IDF SECURITY ELECTRONIC ENCLOSURE S.01.02 S.01.03 S.01.04 S.01.05 S.01.06 S.01.07 S.01.08 PHASE A ROOF I - I I I I I I I I I I I I I I SITE /FIRST FLOOR I I T- L------------------------------------- -I gmp�7- WRIGHTSON I JOHNSON I HADDON I WILLIAMS 3424 Midcourt Road Suite 124 Carrollton, Texas 75006 972 - 934 -3700 www.wjhw.com 0 m ce O LL a H O a 00 Z Z V! 1— 0 a � V N z w o O N Q � U i rr o d Z LU x11,3 Lu i" 'lJ = Q o C co m Ov CN (N Q') ',w J�3 c�C� ma nt -4 MV) o�3 i`�1� O /� w z m W N a = V O W 00 Z Z r Ln - 1— 0 a � V N N Q LU P >a � z cv) LL CL I \ i`�1� O /� 99 LL H w� O Q � z LU m cn N O z z H = W C9 W i- CO m o W O z 3 Uj Y a � a p Q LU 3 Ow Q z ce Vom o o V m W I-� m W N a Z Z W p QJ a 0 W C1 N W W �v0 i 1" C 410 I .406 411 � 405 � J FIE :1 414 414 413 408 FINISHED CEILING FINISHED FLOOR SECURITY PANEL ELEVATION �r3 DC LK CR SEQUENCE OF OPERATION: 1. VALID CARD READ FROM PUBLIC SIDE RELEASES THE DOOR FOR ENTRY AND SHUNTS THE DOOR CONTACT. 2. EGRESS FROM THE PRIVATE SIDE ACTIVATES THE REQUEST TO EXIT SENSOR AND SHUNTS THE DOOR CONTACT. REX CR TVDC 4 p- PRIVATE SIDE is IG ULTE1 TYPE 1 Illl- LAN CARD READER SINGLE DOOR CARD IN /FREE EXIT 2 IACP FINISHED CEILING REX H DC SEQUENCE OF OPERATION: 1. THE DOOR TRIGGERS THE INPUT ON THE ACS WHEN OPENED. 2. NORMAL IN CLOSED STATE. PRIVATE SIDE G 1B IGULTEa- TYPE 1I 1B ACP TYPE DOOR CONTACT ONLY -ACS SINGLE 1 1 /211 - 1•-0•• DOOR ULED ACP ► LAN FINISHED CEILING KEYNOTES 405 PLACEHOLDER FOR EXPANSION OF POWER SUPPLY 406 PLACEHOLDER FOR Q EXPANSION OF ACCESS O CONTROL PANEL (ACP) 408 5/8" FIRE RATED PLYWOOD BACKBOARD PAINTED WHITE 1— (CONTRACTOR SHALL NOT a J PAINT OVER THE FIRE RATING � LABEL) 409 4 "X4 "X3' GUTTER 410 ACCESS CONTROL PANEL (ACP) 411 SCHEDULED POWER SUPPLY 412 2" FINGERDUCT WITH COVER x11,3 C FOR DATA AND SIGNAL Q O F_ D C co m CABLINGL 413 120VAC, 30A, DEDICATED QUAD � -4 3 n5a mV)0 OUTLET 414 2" FINGERDUCT WITH COVER FOR 120VAC POWER WRIGHTSON I JOHNSON I HADDON I WILLIAMS 3424 Midcourt Road Suite 124 Carrollton, Texas 75006 972 - 934 -3700 www.wjhw.com 0 m ce O LL Q H O a 00 Z Z V! 1— 0 a J i�o3:,T m � V H ~ N Z w o O LU Q W U i rr o d Z LU x11,3 C 'lJ = Q O F_ D C co m ) 0 CN (N JL0Ov ', 3 cC� ma � -4 3 n5a mV)0 v Z m W N Q = V O W 00 Z Z r Ln - 1— 0 a J i�o3:,T m � V H ~ N ~ 5; C N Q LU P >a Z MJ U. c ) 0 r I / // V) Aff O 99 LL H w� z Q � LU m cn N O Z Oz = W C9 W i- CO m o W O Z 30 3 Uj Y a a � Q LU 3 Ow a z ce Vom o o V m W I-� m W N Q Z Z W p a_ a J i�o3:,T m _ W C4 H ~ N ~ 5; C W W �v0 i SNAP FIT BACKBOX NETWORKJACK LOCATED INSIDE JUNCTION BOX CONDUIT TO NEARESTIDF WEATHERPROOF MAT SEAL SHEET METAL WALL FIXED WALL SHEET METAL WALL MOUNT CAMERA BACK BOX DOME CAMERA FIXED CEILING MOUNT 3.. = 1W. CABLE TRAY OR ACCESSIBLE CEILING CONDUIT NETWORK JACK LOCATED INSIDE JUNCTION BOX WALL FIXED WALL /CEILING MOUNT CAMERA 2 3.. a 1.0. CONDUIT TO CABLE TRAY OR ACCESSIBLE CEILING CEILING SUPPORTAS REQUIRED - NETWORKJACK LOCATED INSIDE JUNCTION BOX. JB FIXED RECESSED MOUNT 1 3.. = VA.. PLENUM RATED BACK BOX CEILING MATERIAL DECORATIVE RING NOTES: 1. PROVIDE TILE BRIDGE TO PREVENT CEILING SAG WHEN INSTALLED IN DROP CEILING TILE. 2. PROVIDE SUPPORT AS REQUIRED WHEN MOUNTED IN SOLID CEILING. JOHNSON I HADDON I WILLIAMS 3424 Midcoun Road Suite 124 Carrollton, Texas 75008 972- 934-3700 www.willw.wm C im O 3 x LL u W m C,4 a h 3 C N O ^ V N J z Z w y o N ~ x w Q O ¢ vt W m Ou h5 ^2S ag 04 i0 Q n S t9 N a 0 N z N 3 x o u W m C,4 h � x C O ^ V N N z W Q O z O 0 LL f Q Z � 3 m 0 ro z Oz x W c7� m 00 o W 0 Z Z Y a x000 ¢ w 3 Dum o o W v m Lu V1 Q x x z Z a Z _O m ~ O W r N Faa i in � `Io .x Lu W i P *u0ay Z >a a LL. �c �x F a D z 0 N W 0 Z Me 1 B) VIDEO SURVEILLANCE DETAILS ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �Ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: R2017 -112 Agenda Date: Version: 1 Status: Consent Agenda In Control: City Council File Type: Resolution Agenda Number: H.8 Consider approving Resolution No. 2017 -112 authorizing the City Manager to negotiate and enter into an agreement with TriTech Software Systems in an amount not to exceed $127,159 to upgrade the police department's record management system; and take appropriate action. BACKGROUND: TriTech Software Systems is the City's current Record Management System (RMS) vendor. Their most current RMS platform is a web -based solution. Funds in the Radio System Upgrade Fund are available for this planned RMS upgrade. These funds will be utilized, upon approval, to upgrade RMS to the most current version available and to provide for any interfaces and computer servers necessary to maximize the efficiency and efficacy of the product. DISCUSSION: Funds remaining from the Radio System Upgrade Fund were targeted for public safety RMS. At the time, along with the radio project, the Town of Addison, the City of Carrollton, the City of Coppell, and the City of Farmers Branch were developing a combined dispatch center - the now extant North Texas Emergency Communications Center (NTECC). VisionAir provided the department its RMS software starting in 1999. In 2011 VisionAir was bought by TriTech. Throughout the eighteen year relationship with VisionAir /TriTech, the department has always upgraded to the most recent software version available to ensure the proper functionality and vitality of the system. TriTech's latest RMS upgrade is to a web -based platform. This upgrade will ensure that the department implements the most current technology. It will also maintain continuity of a historical database eighteen years in the making. Furthermore, the new RMS product is National Incident Based Reporting System ( NIBRS) centric. The Federal Bureau of Investigations (FBI), as the repository for crime reporting statistics, has decreed that all agencies must use NIBRS by the year 2021. The state of Texas is requiring all law enforcement agencies in Texas to make the NIBRS move by 2019. The Farmers Branch Police Department currently uses Uniformed Crime Reporting (UCR) to provide crime statistics. Having a RMS that is founded on NIBRS reporting principles will make the required switch fluid and continued reporting less complicated. Finally, having the most up to date RMS allows for the best technical support from the vendor and the most flexibility for the department's internal Information Systems personnel to address any database management and performance issues. RECOMMENDATION: City of Farmers Branch Page 1 Printed on 912112017 File Number: R2017 -112 City Administration recommends approving Resolution 2017 -112 authorizing the City Manager to enter into an agreement with TriTech Software Systems, in an amount not to exceed $127,159 to upgrade the police department's record management system. POSSIBLE COUNCIL ACTION: 1. 1 move to approve Resolution 2017 -112 to enter into an agreement with TriTech in an amount not to exceed $127,159 to upgrade the police department's record management system. 2. 1 move to approve Resolution 2017 -112 to enter into an agreement with TriTech in an amount not to exceed $127,159 to upgrade the police department's record management system, with modifications. 3. I move to table the issue for further study or take no action. ATTACHMENTS: 1. Resolution No. 2017 -112. 2. Web RMS Quote. 3. Web Evidence Quote. 4. Web Brazos E- Citation Quote. 5. Web TXDOT Quote. City of Farmers Branch Page 2 Printed on 912112017 RESOLUTION NO. 2017-112 i A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERS FARMERS BRANCH, TEXAS AUTHORIZING AGREEMENTS BRANCH WITH TRITECH SOFTWARE SYSTEMS FOR UPGRADE OF THE POLICE DEPARTMENT RECORDS MANAGEMENT SYSTEM; PROVIDING AN EFFECTIVE DATE. WHEREAS, to avoid the time and cost related to converting the Police Department's Records Management System ( "RMS ") database to conform to software developed by a different vendor, provide great connectivity both internally and with other law enforcement agencies, and comply with standards for state and federal crime reporting that have been mandated to be implemented with near future, City Administration recommends the RMS be upgraded to a web -based system obtained from the City's current vendor, TriTech Software Systems; and WHEREAS, the City Council of the City of Farmers Branch, Texas, finds it to be in the public interest to accept the recommendation of the City Administration. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THAT: SECTION 1. The City Manager is authorized to negotiate and sign on behalf of the City such agreements with TriTech Software Systems as he determines to be necessary to upgrade the Police Department RMS for a cost not to exceed $127,159, as well as sign any change order(s) related thereto executed in compliance with Texas law and City policy and, if costs increase, subject to the availability of current funds. SECTION 2. This Resolution shall become effective immediately upon its passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THIS 26TH DAY OF SEPTEMBER, 2017. ATTEST: Amy Piukana, City Secretary APPROVED AS TO FORM: Peter G. Smith, City Attorney (kb1:9/19/17:90453) APPROVED: Robert C. Dye, Mayor TRITECH SOFTWARE SYSTEMS Agency Name: City of Farmers Branch Bill To: System Description: City of Farmers Branch - Web RMS UI upgrade 3723 Valley View Farmers Branch TX USA 75244 Client Contact: Deputy Chief Jay Siegel Contact Phone: (972) 919 -9306 Ship To: Contact Email: jay.siegel @farmersbranchtx.gov 3723 Valley View Farmers Branch TX USA 75244 Expiration Date: 11/08/2017 Presented By: Christina Milson TriTech Software License Fee(s) Inform RMS Test or Training System TriTech Implementation Service Fee(s) $0.00 1 1 $0.00 Inform RMS Software License Fee(s) Subtotal: $0.00 TriTech Software License Fee(s) Total: $0.00 Inform RMS Implementation Service Fee(s) Inform RMS 3 -Day Workshop and Consultation Unit Price $4,200.00 Qty 2 $8,400.00 Inform RMS Business Analysis and Consultation Services (2 - Two Hour Remote Sessions) $750.00 1 $750.00 Inform RMS Server Installation and Configuration $7,700.00 1 $7,700.00 Inform RMS Server Installation and Configuration (Test or Training) $7,700.00 1 $7,700.00 Inform RMS User Training - Field Officers (3 Days) $4,200.00 1 $4,200.00 Inform RMS User Training - Records (3 days) $4,200.00 1 1 $4,200.00 Inform RMS Implementation Service Fee(s) Subtotal: $32,950.00 TriTech Implementation Service Fee(s) Total: $32,950.00 QUO- 38936- 3KHGV3 Page 1 of 6 TRITE=-CH SOFTWARE SYSTEMS Project Related Fee(s) Annual Maintenance Fee(s) (Year 1) Inform RMS Test or Training System Maintenance Estimated Sales Tax: (State: at %) Optional Items Project Related Fee(s) Total: $23,556.80 $1,620.00 Annual Maintenance Fee(s) (Year 1): $1,620.00 Continuous Upgrade Fee(s) (Year 1): $0.00 Annual Maintenance Fee(s) (Year 1) Total: $1,620.00 Taxable sales: $0.00 Inform RMS 3 -day Workshop and Consultation (Other Event) Project Total: $58,126.80 Subtotal: $58,126.80 Sales Tax Amount: $0.00 Quote Total: $58,126.80 $4,200.00 $4,200.00 QUO- 38936- 3KHGV3 Page 2 of 6 TRITECH III Workshop #1 - Configuration and Admin Workshop (3 days onsite) Workshop #2 - Validation and Readiness Workshop (3 days onsite) User Training - Field Officers (3 day) - Train the Trainer session for up to 10 users. - Option A: Train - the - Trainer session for up to 10 users. (one 3 -day session) - Option B: Officers up to 12 users per session (three 1 -day sessions User Training — Records (3 days) — Three 1 -day sessions up to 12 users Optional - Workshop #3 - Configuration and Admin workshop for Other Event (3 days onsite) — Build Your Own Module (such as create your own capture forms for Use of Force, K9, Sex Offender Registration, etc) and Case Management, Off -Line Incident Entry. Optional items are not included in the price of the quote. The training suggested is based on the modules available in Web RMS at the time the quote is delivered. As other modules become available in the Web environment, additional training may be required. Agencies should review and determine how many Train - the - Trainer sessions and how many full user training sessions they will need for updated pricing and a final quote (if applicable). Payment terms are as follows 50% of all Software, Services, Support and fixed travel fees are due at time of order -and- 50% of all Software, Services, Support and fixed travel fees are due upon installation or completion of services (whichever comes later). Software License Terms: The Software is licensed for use by Client in accordance with the software licensing terms of the System Purchase Agreement currently in effect between TriTech and Client. Acceptance for the Software may be defined in the Statement of Work ('SOW'), if not, the Software licenses shall be deemed accepted on delivery. Acceptance for the TriTech Software licenses included in the Quotation will be governed by the standard terms set forth in TriTech's System Purchase Agreement, which shall supersede any prior System Purchase Agreement. Any changes to scope of testing may result in a price increase for services. QUO- 38936- 3KHGV3 Page 3 of 6 TRITECH The annual Software Support Services for the TriTech Software licenses are provided for a period of twelve- months from the Installation date and shall be governed by the existing Software support Agreement currently in effect between TriTech and Client. Support fees will be prorated at renewal of the existing support term to adjust to the term to be co- terminous with the existing support agreement term. Training Terms: In the event Client cancels a training course scheduled to be conducted on -site at Client's premises, TriTech shall be entitled to reimbursement of any fees TriTech may incur associated with cancellation of travel and lodging for such training course. TriTech reserves the right to assess $1,000 cancellation fee for the training classes that are cancelled any later than 5 business days prior to the first day of the class, plus any additional fees or charges associated with the cancellation and rebooking of the airline tickets and other travel arrangements. TriTech reserves the right to assess 25% of the services fee, up to $1,000 as cancellation fee for any remote, or onsite installation services work that are cancelled by the Client at no fault of TriTech any later than 5 business days prior to the date of performing the work. This may include the services that are cancelled or rescheduled due to the client's infrastructure not meeting the minimum requirements for the installation, lack of preparation of the site based on TriTech's documentation, issues with remote connectivity, or other barriers that result in the work being cancelled. Sales Tax: Any estimated sales and /or use tax has been calculated as of the date of quotation and is provided as a convenience for budgetary purposes. TriTech reserves the right to adjust and collect sales and /or use tax at the actual date of invoicing, at the then current rates. Your organization must provide TriTech with a copy of a current tax exemption certificate issued by your state's taxing authority for the given jurisdiction, when your order is placed, if you are exempt from sales tax. General Terms: The items in this quotation are based upon meetings and communications with the Client and unless attached to a contract form the entirety of the deliverables from TriTech. The scope of Deliverables for this order will be limited to the Software, Services, and Support and Maintenance that is explicitly listed herein for the listed quantities. This order provides Software licenses as well as required deployment services only for the environments that are explicitly listed herein (Production, Test, Training, Disaster Recovery, etc.). These software licenses do not apply to any other existing environments, or environments that may be implemented in the future. Changes in the scope of certain components of the System may impact the cost and timelines for other areas of the Project. All services will be performed during normal business hours, unless otherwise stated in this quotation for specific service deliverables. QUO- 38936- 3KHGV3 Page 4 of 6 TRITECH ;111 , Deployment and implementation of TriTech Software and Services are based upon Client's provision and compliance with TriTech's System Planning Document. TriTech reserves the right to adjust this Quotation as a result of changes including but not limited to project scope, deliverables (TriTech Software, or third party software or hardware, including changes in the hardware manufacturer's specifications), services, interface requirements, and Client requested enhancements. Installation Services will be performed based on the quantities that are listed in this quotation, and as listed for each environment. One installation line item does not include installation services in multiple environments. QUO- 38936- 3KHGV3 Page 5 of 6 Send Purchase Orders To: TriTech Software Systems Quotation Issued by: Christina Milson 9477 Waples Street, Suite 100 Email: christina.milson @tritech.com San Diego, CA 92121 Phone: (910) 602 -7244 Or Email: salesadmin@tritech.com Or Fax: (858) 799 -7015 Remit PaymentsTo: TriTech Software Systems PO Box # 203223 Dallas, TX 75320 -3223 QUO- 38936- 3KHGV3 Page 5 of 6 TRITE=-CH 1' WARE By signing below, you are indicating that you are authorized to obligate funds for your organization. To activate your order, check the appropriate box below and, either, (i) attach a copy of this quotation to your purchase order when it is remitted to TriTech, or, (ii) if no additional authorizing paperwork is required for your organization to accept and pay an invoice, sign below and fax this quotation to 1- 858 - 799 -7015 or email to salesadmin @tritech.com to indicate your acceptance. ❑ Purchase Order reauired and attached. reference PO# on invoice. ❑ No Purchase Order reauired to invoice. Please check one of the following: ❑ I agree to pay any applicable sales tax. ❑ I am tax exempt. Please contact me if TriTech does not have my current exempt information on file. Client Agency /Entity Name Client Authorized Representative Title Signature Client Authorized Representative Date QUO- 38936- 3KHGV3 Page 6 of 6 TRITECH SOFTWARE SYSTEMS Agency Name: City of Farmers Branch Bill To: System Description: City of Farmers Branch - Evidence and Barcoding 3723 Valley View Farmers Branch TX USA 75244 Client Contact: Deputy Chief Jay Siegel Contact Phone: (972) 919 -9306 Ship To: Contact Email: jay.siegel @farmersbranchtx.gov 3723 Valley View Farmers Branch TX USA 75244 Expiration Date: 11/082017 Presented By: Christina Milson TriTech Software License Fee(s) TriTech Inform RMS Software License Fee(s) Subtotal: $14,795.00 TriTech Software License Fee(s) Total: $14,795.00 TriTech Implementation Service Fee(s) Total: $4,200.00 ect Related Fee(s Project Management $2,659.30 1 I $2,659.30 Estimated Travel Expenses (To be billed as incurred) $1,900.00 1 1 $1,900.00 Project Related Fee(s) Total: $4,559.30 QUO- 94453- 8YKVE8 Page 1 of 6 TRITE=-CH SOFTWARE SYSTEMS Hardware Product Barcode Industrial Portable Data Terminal $1,215.00 1 $1,215.00 Barcode PolyPro Labels 4" x 2 ", 1110 labels per roll (4 rolls per case) $195.04 1 $195.04 Barcode Printer Resin Ribbon (12) $169.20 1 $169.20 Barcode TB Zebra, GK420T, Printers, 4" Print Width $795.00 1 $795.00 Hardware Total: $2,374.24 Annual Maintenance Fee(s) (Year 1) Annual Maintenance Fee(s) (Year 1): $2,071.30 Continuous Upgrade Fee(s) (Year 1): $591.80 Annual Maintenance Fee(s) (Year 1) Total: $2,663.10 Project Total: $28,591.64 Estimated Sales Tax: Taxable sales: $0.00 Subtotal: $28,591.64 (State: at %) Sales Tax Amount: $0.00 Quote Total: $28,591.64 QUO- 94453- 8YKVE8 Page 2 of 6 TRITECH III Payment terms are as follows 50% of all Software, Services, Support and fixed travel fees are due at time of order -and- 50% of all Software, Services, Support, and fixed travel fees are due upon installation or completion of services (whichever comes later). 100% of Third Party amount will be invoiced upon acceptance of this quote and is due within 30 days. Software License Terms: The Software is licensed for use by Client in accordance with the software licensing terms of the System Purchase Agreement currently in effect between TriTech and Client. Acceptance for the Software may be defined in the Statement of Work ('SOW'), if not, the Software licenses shall be deemed accepted on delivery. Acceptance for the TriTech Software licenses included in the Quotation will be governed by the standard terms set forth in TriTech's System Purchase Agreement, which shall supersede any prior System Purchase Agreement. Any changes to scope of testing may result in a price increase for services. The annual Software Support Services for the TriTech Software licenses are provided for a period of twelve- months from the Installation date and shall be governed by the existing Software support Agreement currently in effect between TriTech and Client. Support fees will be prorated at renewal of the existing support term to adjust to the term to be co- terminous with the existing support agreement term. Training Terms: In the event Client cancels a training course scheduled to be conducted on -site at Client's premises, TriTech shall be entitled to reimbursement of any fees TriTech may incur associated with cancellation of travel and lodging for such training course. TriTech reserves the right to assess $1,000 cancellation fee for the training classes that are cancelled any later than 5 business days prior to the first day of the class, plus any additional fees or charges associated with the cancellation and rebooking of the airline tickets and other travel arrangements. TriTech reserves the right to assess 25% of the services fee, up to $1,000 as cancellation fee for any remote, or onsite installation services work that are cancelled by the Client at no fault of TriTech any later than 5 business days prior to the date of performing the work. This may include the services that are cancelled or rescheduled due to the client's infrastructure not meeting the minimum requirements for the installation, lack of preparation of the site based on TriTech's documentation, issues with remote connectivity, or other barriers that result in the work being cancelled. Sales Tax: Any estimated sales and /or use tax has been calculated as of the date of quotation and is provided as a convenience for budgetary purposes. TriTech reserves the right to adjust and collect sales and /or use tax at the QUO- 94453- 8YKVE8 Page 3 of 6 TRITE=-CH actual date of invoicing, at the then current rates. Your organization must provide TriTech with a copy of a current tax exemption certificate issued by your state's taxing authority for the given jurisdiction, when your order is placed, if you are exempt from sales tax. General Terms: The items in this quotation are based upon meetings and communications with the Client and unless attached to a contract form the entirety of the deliverables from TriTech. The scope of Deliverables for this order will be limited to the Software, Services, and Support and Maintenance that is explicitly listed herein for the listed quantities. This order provides Software licenses as well as required deployment services only for the environments that are explicitly listed herein (Production, Test, Training, Disaster Recovery, etc.). These software licenses do not apply to any other existing environments, or environments that may be implemented in the future. Changes in the scope of certain components of the System may impact the cost and timelines for other areas of the Project. All services will be performed during normal business hours, unless otherwise stated in this quotation for specific service deliverables. Deployment and implementation of TriTech Software and Services are based upon Client's provision and compliance with TriTech's System Planning Document. TriTech reserves the right to adjust this Quotation as a result of changes including but not limited to project scope, deliverables (TriTech Software, or third party software or hardware, including changes in the hardware manufacturer's specifications), services, interface requirements, and Client requested enhancements. QUO- 94453- 8YKVE8 Page 4 of 6 TRITE=-CH _I QUO- 94453- 8YKVE8 Page 5 of 6 Send Purchase Orders To: TriTech Software Systems Quotation Issued by: Christina Milson 9477 Waples Street, Suite 100 Email: christina.milson @tritech.com San Diego, CA 92121 Phone: (910) 602 -7244 Or Email: salesadmin @tritech.com Or Fax: (858) 799 -7015 Remit PaVmentsTo: TriTech Software Systems PO Box # 203223 Dallas, TX 75320 -3223 QUO- 94453- 8YKVE8 Page 5 of 6 TRITE=-CH 1' WARE By signing below, you are indicating that you are authorized to obligate funds for your organization. To activate your order, check the appropriate box below and, either, (i) attach a copy of this quotation to your purchase order when it is remitted to TriTech, or, (ii) if no additional authorizing paperwork is required for your organization to accept and pay an invoice, sign below and fax this quotation to 1- 858 - 799 -7015 or email to salesadmin @tritech.com to indicate your acceptance. ❑ Purchase Order reauired and attached. reference PO# on invoice. ❑ No Purchase Order reauired to invoice. Please check one of the following: ❑ I agree to pay any applicable sales tax. ❑ I am tax exempt. Please contact me if TriTech does not have my current exempt information on file. Client Agency /Entity Name Client Authorized Representative Title Signature Client Authorized Representative Date QUO- 94453- 8YKVE8 Page 6 of 6 TRITECH SOFTWARE SYSTEMS Agency Name: City of Farmers Branch Bill To: System Description: City of Farmers Branch - Brazos citation import 3723 Valley View Farmers Branch TX USA 75244 Client Contact: Deputy Chief Jay Siegel Contact Phone: (972) 919 -9306 Ship To: Contact Email: jay.siegel @farmersbranchtx.gov 3723 Valley View Farmers Branch TX USA 75244 Expiration Date: 11/8/2017 Presented By: Christina Milson Custom Solution CAT -2 Custom Interface $12,750.00 I 1 Custom Solution(s) Total: 'roiect Related Fee(s) Project Management $1,785.00 Project Related Fee(s) Total Annual Maintenance Fee(s) (Year 1) i $12,750.00 $12,750.00 $1,785.00 $1,785.00 Estimated Sales Tax: (State: at %) Continuous Upgrade Fee(s) (Year 1): $510.00 Annual Maintenance Fee(s) (Year 1) Total: $2,805.00 Taxable sales: $0.00 Project Total: $17,340.00 Subtotal: $17,340.00 Sales Tax Amount: $0.00 Quote Total: $17,340.00 QUO- 76943- 6UKMG6 Page 1 of 4 TRITE=-CH III Import Citation data entered in Brazos Inform RMS. See attached Functional Description Document that will be compelted with the detailed information regarding your request once the order for the interface has been received. The Functional Description Document provides information on how the interface will import the citation records. Payment terms are as follows 50% of all Software, Services, Support and fixed travel fees are due at time of order -and- 50% of all Software, Services, Support and fixed travel fees are due upon installation or completion of services (whichever comes later). Software License Terms: The Software is licensed for use by Client in accordance with the software licensing terms of the System Purchase Agreement currently in effect between TriTech and Client. Acceptance for the Software may be defined in the Statement of Work ('SOW'), if not, the Software licenses shall be deemed accepted on delivery. Acceptance for the TriTech Software licenses included in the Quotation will be governed by the standard terms set forth in TriTech's System Purchase Agreement, which shall supersede any prior System Purchase Agreement. Any changes to scope of testing may result in a price increase for services. The annual Software Support Services for the TriTech Software licenses are provided for a period of twelve- months from the Installation date and shall be governed by the existing Software support Agreement currently in effect between TriTech and Client. Support fees will be prorated at renewal of the existing support term to adjust to the term to be co- terminous with the existing support agreement term. Sales Tax: Any estimated sales and /or use tax has been calculated as of the date of quotation and is provided as a convenience for budgetary purposes. TriTech reserves the right to adjust and collect sales and /or use tax at the actual date of invoicing, at the then current rates. Your organization must provide TriTech with a copy of a current tax exemption certificate issued by your state's taxing authority for the given jurisdiction, when your order is placed, if you are exempt from sales tax. General Terms: The items in this quotation are based upon meetings and communications with the Client and unless attached to a contract form the entiretv of the deliverables from TriTech. QUO- 76943- 6UKMG6 Page 2 of 4 TRITECH ;111 , The scope of Deliverables for this order will be limited to the Software, Services, and Support and Maintenance that is explicitly listed herein for the listed quantities. This order provides Software licenses as well as required deployment services only for the environments that are explicitly listed herein (Production, Test, Training, Disaster Recovery, etc.). These software licenses do not apply to any other existing environments, or environments that may be implemented in the future. Changes in the scope of certain components of the System may impact the cost and timelines for other areas of the Project. All services will be performed during normal business hours, unless otherwise stated in this quotation for specific service deliverables. Deployment and implementation of TriTech Software and Services are based upon Client's provision and compliance with TriTech's System Planning Document. TriTech reserves the right to adjust this Quotation as a result of changes including but not limited to project scope, deliverables (TriTech Software, or third party software or hardware, including changes in the hardware manufacturer's specifications), services, interface requirements, and Client requested enhancements. QUO- 76943- 6UKMG6 Page 3 of 4 Send Purchase Orders To: TriTech Software Systems Quotation Issued by: Christina Milson 9477 Waples Street, Suite 100 Email: christina.milson @tritech.com San Diego, CA 92121 Phone: (910) 602 -7244 Or Email: salesadmin @tritech.com Or Fax: (858) 799 -7015 Remit Payments To: TriTech Software Systems PO Box # 203223 Dallas, TX 75320 -3223 QUO- 76943- 6UKMG6 Page 3 of 4 TRITE=-CH 1' WARE By signing below, you are indicating that you are authorized to obligate funds for your organization. To activate your order, check the appropriate box below and, either, (i) attach a copy of this quotation to your purchase order when it is remitted to TriTech, or, (ii) if no additional authorizing paperwork is required for your organization to accept and pay an invoice, sign below and fax this quotation to 1- 858 - 799 -7015 or email to salesadmin @tritech.com to indicate your acceptance. ❑ Purchase Order reauired and attached. reference PO# on invoice. ❑ No Purchase Order reauired to invoice. Please check one of the following: ❑ I agree to pay any applicable sales tax. ❑ I am tax exempt. Please contact me if TriTech does not have my current exempt information on file. Client Agency /Entity Name Client Authorized Representative Title Signature Client Authorized Representative Date QUO- 76943- 6UKMG6 Page 4 of 4 TRITE=-CH SOFTWARE SYSTEMS Agency Name: City of Farmers Branch Bill To: System Description: City of Farmers Branch - TX DOT import interface 3723 Valley View Farmers Branch TX USA 75244 Client Contact: Deputy Chief Jay Siegel Contact Phone: (972) 919 -9306 Ship To: Contact Email: jay.siegel @farmersbranchtx.gov 3723 Valley View Farmers Branch TX USA 75244 Expiration Date: 11/08/2017 Presented By: Christina Milson Custom Solution TX DOT import $17,500.00 I 1 Custom Solution(s) Total: 'roiect Related Fee(s) Project Management I $2,450.00 Project Related Fee(s) Total Annual Maintenance Fee(s) (Year 1) $17,500.00 $17,506.00 1 I $2,450.00 $2,450.00 Estimated Sales Tax: (State: at %) Continuous Upgrade Fee(s) (Year 1): $700.00 Annual Maintenance Fee(s) (Year 1) Total: $3,150.00 Taxable sales: $0.00 Project Total: $23,100.00 Subtotal: $23,100.00 Sales Tax Amount: $0.00 Quote Total: $23,100.00 QUO- 62532- 5QCTY5 Page 1 of 5 TRITECH III TriTech's Cost Proposal includes licensing, deployment, initial configuration and first -year warranty support of a unidirectional import utility that ingests motor vehicle crash data captured using TX DOT Crash system to the Inform RMS database. TriTech's Motor Vehicle Crash Data Importer is a Windows Service providing one -way data transfer from the TX DOT Crash system to Inform RMS. TriTech's Motor Vehicle Crash Data Importer Interface will monitor a shared network directory for new submissions. Once detected the data will be transformed for import into Inform RMS. Crash data is to be published by TX DOT Crash system to files in a shared network directory where the data is available for import by Inform RMS. The data is to be provided in fully documented, machine - readable XML file format. As proposed, the TriTech Crash Data Importer supports data imports in a single format. A single style sheet is configured to map the relevant data elements from the TX DOT Crash system output file to the Inform RMS DMV data structure. Data not supported by the Inform RMS data model will not be imported. Updates from TX DOT to existing records in Inform RMS is not included as part of this proposal. If updates are desired, further conversation needs to occur for documenting and scoping that functionality. The TriTech Motor Vehicle Crash Data Importer provides master indices resolution for crash data programmatically imported into Inform RMS. The crash data imported from the TX DOT Crash system is available to access through the Inform RMS client upon successful import into Inform RMS. Deployment and operation of the TriTech Crash Data Importer, as described here, does not require modifications to existing TriTech products and no product modifications are proposed. The TriTech Crash Data Importer and associated data store reside on a conventional or virtualized server platform compliant with TriTech's approved hardware and software specifications. TriTech's planned scope of work assumes the shared directory used by the TX DOT Crash system for depositing exported files will be on the same local area network as Inform RMS or will be accessible from the Inform RMS network. The TriTech Cost Proposal assumes the client will support any component and /or integration testing required to facilitate the timely delivery of the TriTech Crash Data Importer. The proposed TriTech Crash Data Importer assumes that all data entry occurs in the TX DOT Crash system. QUO- 62532- 5QCTY5 Page 2 of 5 TRITECH Timely approval of interface documentation, support of remote deployment tasks (to include providing secure and reliable remote network access for installation, training and support) and execution of any acceptance testing will be incorporated as part of any resulting contract with TriTech. TriTech's Cost Proposal does not include any products, services, or other fees that might be assessed by any third -party for enabling the TriTech Crash Data Importer as described. Payment terms are as follows 100% of total due at time of order. Software License Terms: The Software is licensed for use by Client in accordance with the software licensing terms of the System Purchase Agreement currently in effect between TriTech and Client. Acceptance for the Software may be defined in the Statement of Work ('SOW'), if not, the Software licenses shall be deemed accepted on delivery. Acceptance for the TriTech Software licenses included in the Quotation will be governed by the standard terms set forth in TriTech's System Purchase Agreement, which shall supersede any prior System Purchase Agreement. Any changes to scope of testing may result in a price increase for services. The annual Software Support Services for the TriTech Software licenses are provided for a period of twelve- months from the Installation date and shall be governed by the existing Software support Agreement currently in effect between TriTech and Client. Support fees will be prorated at renewal of the existing support term to adjust to the term to be co- terminous with the existing support agreement term. Sales Tax: Any estimated sales and /or use tax has been calculated as of the date of quotation and is provided as a convenience for budgetary purposes. TriTech reserves the right to adjust and collect sales and /or use tax at the actual date of invoicing, at the then current rates. Your organization must provide TriTech with a copy of a current tax exemption certificate issued by your state's taxing authority for the given jurisdiction, when your order is placed, if you are exempt from sales tax. General Terms: The items in this quotation are based upon meetings and communications with the Client and unless attached to a contract form the entirety of the deliverables from TriTech. QUO- 62532- 5QCTY5 Page 3 of 5 TRITECH The scope of Deliverables for this order will be limited to the Software, Services, and Support and Maintenance that is explicitly listed herein for the listed quantities. This order provides Software licenses as well as required deployment services only for the environments that are explicitly listed herein (Production, Test, Training, Disaster Recovery, etc.). These software licenses do not apply to any other existing environments, or environments that may be implemented in the future. Changes in the scope of certain components of the System may impact the cost and timelines for other areas of the Project. All services will be performed during normal business hours, unless otherwise stated in this quotation for specific service deliverables. Deployment and implementation of TriTech Software and Services are based upon Client's provision and compliance with TriTech's System Planning Document. TriTech reserves the right to adjust this Quotation as a result of changes including but not limited to project scope, deliverables (TriTech Software, or third party software or hardware, including changes in the hardware manufacturer's specifications), services, interface requirements, and Client requested enhancements. QUO- 62532- 5QCTY5 Page 4 of 5 Send Purchase Orders To: TriTech Software Systems Quotation Issued by: Christina Milson 9477 Waples Street, Suite 100 Email: christina.milson @tritech.com San Diego, CA 92121 Phone: (910) 602 -7244 Or Email: salesadmin @tritech.com Or Fax: (858) 799 -7015 Remit Payments To: TriTech Software Systems PO Box # 203223 Dallas, TX 75320 -3223 QUO- 62532- 5QCTY5 Page 4 of 5 TRITE=-CH 1' WARE By signing below, you are indicating that you are authorized to obligate funds for your organization. To activate your order, check the appropriate box below and, either, (i) attach a copy of this quotation to your purchase order when it is remitted to TriTech, or, (ii) if no additional authorizing paperwork is required for your organization to accept and pay an invoice, sign below and fax this quotation to 1- 858 - 799 -7015 or email to salesadmin @tritech.com to indicate your acceptance. ❑ Purchase Order reauired and attached. reference PO# on invoice. ❑ No Purchase Order reauired to invoice. Please check one of the following: ❑ I agree to pay any applicable sales tax. ❑ I am tax exempt. Please contact me if TriTech does not have my current exempt information on file. Client Agency /Entity Name Client Authorized Representative Title Signature Client Authorized Representative Date QUO- 62532- 5QCTY5 Page 5 of 5 ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �Ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: R2017 -114 Agenda Date: 9/26/2017 Version: 1 Status: Consent Agenda In Control: City Council File Type: Resolution Agenda Number: H.9 Consider approving Resolution No. 2017 -114 authorizing the City Manager to execute a Master Interlocal Agreement with Dallas County for reimbursement of road maintenance funds relative to the Dallas County's Road and Bridge Project Fund; and take appropriate action. BACKGROUND: Dallas County provides the opportunity to cities within Dallas County to obtain partial funding for certain qualifying road and bridge maintenance of Type B projects. Type B roadways are considered improvements and maintenance of thoroughfares and bridges of major cross -county importance which are either existing or proposed. The Regional Thoroughfare Plan for North Central Texas Council of Governments will be used as a guide to determine which thoroughfares are of major cross -county importance. The City must have a Master Interlocal Agreement in place, and a Project Specific Interlocal Agreement for each specific project awarded. DISCUSSION: The City of Farmers Branch has been provided the opportunity by Dallas County for financial assistance on qualifying roadway maintenance. The City may continue to receive this funding, however must have an executed Master Interlocal Agreement with Dallas County on record. The Master Interlocal Agreement will be effective for five years for future qualifying Road and Bridge Project funding opportunities. RECOMMENDATION: City Administration recommends approval of Resolution No. 2017 -114 authorizing the City Manager to execute a Master Interlocal Agreement with Dallas County for roadway maintenance funding assistance relative to Dallas County's Road and Bridge Project Fund. POSSIBLE COUNCIL ACTION: 1. I move to approve Resolution No. 2017 -114 authorizing the City Manager to execute a Master Interlocal Agreement with Dallas County for roadway maintenance funding assistance relative to Dallas County's Road and Bridge Project Fund. 2. I move to approve Resolution No. 2017 -114 authorizing the City Manager to execute a Master Interlocal Agreement with Dallas County for roadway maintenance funding assistance relative to Dallas County's Road and Bridge Project Fund, with modifications. 3. I move to table the issue for further study or take no action. City of Farmers Branch Page 1 Printed on 912112017 File Number: R2017 -114 ATTACHMENTS: 1. Resolution No. 2017 -114 with Master Interlocal Agreement as Exhibit "A" City of Farmers Branch Page 2 Printed on 912112017 RESOLUTION NO. 2017-114 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FARMERS FARMERS BRANCH, TEXAS AUTHORIZING A MASTER BRANCH INTERLOCAL AGREEMENT WITH DALLAS COUNTY FOR REIMBURSEMENT OF ROAD MAINTENANCE FUNDS RELATIVE TO THE ROAD AND BRIDGE FUND PROJECTS; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, Dallas County provides the opportunity to cities within Dallas County to obtain partial funding for certain qualifying road and bridge maintenance type projects subject to execution of a Master Interlocal Agreement and related Project Specific Agreements; and WHEREAS, Dallas County has offered, and City Administration recommends accepting, a Master Interlocal agreement for a period of five years to provide future qualifying Road and Bridge Project funding opportunities; and WHEREAS, the City Council of the City of Farmers Branch, Texas, finds it to be in the public interest to comply accept said offer to authorize execution of Master Interlocal Agreement with Dallas County. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THAT: SECTION 1. The City Manager is authorized to sign, on behalf of the City of Farmers Branch, the Master Interlocal Agreement with Dallas County set forth in Exhibit "A" attached hereto. SECTION 2. This Resolution shall become effective upon approval. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THIS 26th DAY OF SEPTEMBER 2017. ATTEST: APPROVED: Amy Piukana, City Secretary Robert Dye, Mayor APPROVED AS TO FORM: Peter G. Smith, City Attorney (kb1:5/9/17:86095) Exhibit "A" MASTER INTERLOCAL AGREEMENT BETWEEN DALLAS COUNTY AND THE CITY /TOWN OF FARMERS BRANCH PERTAINING TO TRANSPORTATION - RELATED MAINTENANCE ON OR ABOUT CERTAIN DESIGNATED ROADWAYS SITUATED WITHIN THE TERRITORIAL LIMITS OF THE CITY /TOWN OF FARMERS BRANCH This Master Interlocal Agreement ( "Master Agreement ") is made by and between Dallas County, Texas (hereinafter "County ") and the City /Town of Farmers Branch, Texas (hereinafter "City /Town" refers to the applicable City or Town, which is a party to this Master Agreement) acting by and through their duly authorized representatives and officials, for the purpose of Transportation Improvements on roads inside Dallas County. WHEREAS, pursuant to Court Order , dated , County Commissioners Court approved participation in Transportation Projects within the City /Town of Farmers Branch; and WHEREAS, Chapter 791 of the Texas Government Code and Chapters 251 and 472 of the Texas Transportation Code provide authorization for local governments to contract amongst themselves for the performance of governmental functions and services; WHEREAS, the County and the City /Town desire to enter into an Interlocal Agreement (hereinafter "Master Agreement ") for the purpose of jointly coordinating, facilitating and/or funding improvements and/or maintenance activity on certain duly qualified "Type B" Roadways, also situated wholly within the territorial limits of the City /Town; and WHEREAS, the County and the City /Town desire to enter into a Master Agreement for the purpose of jointly coordinating, facilitating and/or funding improvements and/or maintenance activity on certain duly qualified "Type "C" Roadways, also situated wholly within the territorial limits of the City /Town; and WHEREAS, the County and the City /Town desire to enter into a Master Agreement for the purpose of the City /Town retaining and authorizing County, through its Road & Bridge forces, to maintain and/or improve various "Type E" Roadways, situated wholly within the territorial limits of the City /Town; and WHEREAS, the County and the City /Town desire to enter into a Master Agreement for the purpose of the City /Town authorizing and retaining County, through its Road & Bridge forces, to perform minor transportation- related improvements and/or maintenance services, including but not limited to pothole repair, cleaning and clearing of drainage culverts, roadway debris removal, and the like, which services do not fall squarely within the purview of "Type B" or "Type "E" Roadway Projects, such projects to be performed on or about public roadways and alleyways situated wholly within the territorial limits of the City /Town; and WHEREAS, this collaboration between the County and the City /Town is consistent with Strategy 4.2 of Dallas County's Administrative Plan in that it fosters partnership between the County and local cities therein on local transportation projects; NOW THEREFORE, THIS AGREEMENT is hereby made and entered into between the County and the City /Town for the mutual consideration stated herein: I. DEFINITIONS The following definitions are incorporated by reference into this agreement for all purposes. 1. Type B: Improvements and maintenance of thoroughfares and bridges of major cross - county importance which are either existing or proposed. The Regional Thoroughfare Plan for North Central Texas Council of Governments will be used as a guide to determine which thoroughfares are of major cross - county importance. 2. Type C: Improvements and maintenance of thoroughfares which are affected by state highway programs, planning and policies, including right -of -way, curb and gutter, and storm sewer projects that participate with state department of highways and public transportation as designated by the state as being part of the state highway system. 3. Type E: Improvements and maintenance of streets, alleys, roads, bridges and drainage facilities for a local governmental entity as defined under Chapter 791 of the Texas Government Code. IL PURPOSE City /Town has requested in the past, and will likely request in the foreseeable future (1) that the County participate in the funding of, certain roadway improvements and /or maintenance projects ( "projects ") on the City /Town's street system, which projects shall be duly qualified "Type B" Roadway Projects; (2) that County participate in the funding of, certain roadway improvements and/or maintenance projects ( "projects ") on the City /Town's street system, which projects shall be duly qualified "Type C" Roadway Projects; (3) that the County provide certain roadway improvements and /or maintenance services ( "projects ") on the City /Town's street system, which projects shall be duly qualified "Type E" Roadway Projects; or (4) that the County, through its Road & Bridge forces, perform certain minor transportation - related improvements and/or maintenance services on or about the City /Town's streets and alleyways, which do not fall squarely within the collaborations contemplated by either of the aforementioned. The terms and conditions set forth herein provide the cooperative framework for the County and the City /Town to jointly undertake one or more of these transportation - related maintenance projects upon public roadways situated wholly within the incorporated and territorial jurisdiction of the City /Town. Each roadway maintenance project commenced hereunder shall be fully and specifically set forth and described in a separate Project Specific Agreement ( "PSA "), and shall be approved by specific order of the Dallas County Commissioners Court, as well as the governing body of the City /Town. Projects undertaken pursuant to this Agreement are for the benefit of the City /Town and the County, and not the purposeful benefit of any third parties. It is the express intention of the City /Town and the County that any person or entity, other than the City /Town or the County, receiving services or benefits hereunder shall be deemed incidental beneficiaries only. Nothing herein shall be construed so as to prevent the County and the City /Town from collaborating and working jointly, without prior and formal approval of their respective governing bodies, in cases of national, state or local emergencies or natural disasters. III. CITY /TOWN'S CONTRIBUTION For duly qualified "Type B" and "Type C" Roadway Projects contemplated hereunder, the City /Town shall be responsible for the total funding and payment for the roadway maintenance services, less any amounts contributed by the County, which contributions, if any, may not exceed fifty percent (50 %) of the total project costs, and may be made through commitment of financial resources or in -kind services, i.e. use of County's labor, equipment and/or materials. For all other projects contemplated hereunder, the City /Town shall be responsible for one hundred percent (100 %) of the funding for services provided in whole or in part through the use of County Road & Bridge personnel, equipment and/or materials. All expenditures herein undertaken by the City /Town or the County for the performance of these government functions shall be made from current revenues available to them. IV. CITY /TOWN'S OBLIGATIONS Prior to the commencement of any project hereunder, the City /Town shall clearly detail the location, scope and nature of the services it desires performed. Should the City /Town desire that the County, through deployment of its Road & Bridge workforces, perform such services, the County shall prepare a written and detailed proposal for the City /Town's consideration and approval, indicating all work to be performed by the County, and at what costs and expense to the City /Town. Before any such work commences, the City /Town and the County must have a clear and mutual understanding of the scope of services to be provided by the County and the costs associated with each such project. Said mutual understanding shall be evidenced by written documentation, i.e. project specific agreements, which shall only be binding once approved by the County and the governing body of the City /Town. For all projects wherein the County is obligated to provide improvements and/or maintenance services, immediately upon the County's commencement of work duly authorized by them, the City /Town shall set aside, segregate and escrow for the County's benefit, the full agreed amount for costs and expenses for each project undertaken. County may elect to bill against segregated funds on a monthly basis for services performed during the course of the month, or it may bill against the segregated funds in full once a project is completed. In either event, the County shall be paid promptly, and in full once the project is completed. Where required by the nature of the projects undertaken, the City /Town, at its own expense, shall be responsible for the following: (1) informing the public of the proposed maintenance or construction activity regarding the project; (2) acquiring any right -of -way necessary to complete the project under consideration; (3) locating all manholes, water valves, and other utilities within the project; (4) making or causing to be made, all utility relocations or adjustments necessary for the execution and completion of the project; (5) remediating any hazardous or regulated materials, or other environmental hazards on or near the project site; and (6) where necessary, providing appropriate traffic control support, including but not limited to flagging, cones, barricades, shadow vehicles, arrow boards, signage, police presence, etc., to enable the project to be completed in a timely and safe manner. City /Town agrees to accomplish these functions, if required by projects under consideration, in a timely and efficient manner to ensure that such activity will not delay the County's timely performance of its improvements and/or maintenance activities. City /Town agrees to permit the County, at the County's expense, to conduct routine special studies of traffic conditions within the City /Town, which studies may include traffic counts, measurements of speeds, delays, congestion, etc. V. COUNTY'S CONTRIBUTION For all projects contemplated hereunder, the County shall contribute as follows: 1. For all duly qualified "Type B" and "Type C" Roadway Projects, the County shall contribute an amount not to exceed fifty percent (50 %), which contribution may be through pledge and commitment of County Road and Bridge funds, use of County Road and Bridge personnel and/or equipment, or a combination of the two. 2. For all other duly qualified projects, the County's contribution hereunder shall be limited solely to supplying labor, materials and/or equipment necessary to provide improvements and/or maintenance services, all of which shall be provided at the City /Town's, or another funding source's, expense. VI. COUNTY'S OBLIGATIONS County shall not undertake performance of any project hereunder, until such time as same has been specifically approved per the protocol set forth in Section H., as listed above and incorporated herein by reference. Once so approved, if called upon to do so, the County shall perform all services contemplated hereunder in a good and workmanlike manner. Further, the County shall not assign its rights, or delegate its duties and obligations hereunder to any third party without prior written approval of the City /Town. Nothing herein shall be construed to prohibit the County from using subcontractors, where reasonably necessary, to aid in the completion of projects. Should the County, in executing any project contemplated hereunder, encounter adverse conditions unforeseen by the City /Town or the County, the County shall immediately bring same to the attention of the City /Town, and await direction and guidance from the City /Town on the resolution of same. Where reasonably required by nature of the unknown condition, the County may cease performance hereunder until such time as adverse conditions are rectified or remedied by the City /Town, and such delay shall not constitute a material breach of this Agreement. VII. TERM The initial term of this Agreement shall be from the date of last execution by any required signatory party hereto until December 30, 2022. However, either party hereto, shall have the absolute right to terminate this Agreement, without cause, at any time, upon providing sixty (60) days written notice to the other party. If necessary, notice of termination shall be tendered consistent with the notice provisions and protocol, which is stated below and incorporated herein by reference. VIII. LIABILITY County and City /Town agree that each shall be responsible for its own negligent acts or omissions or other tortious conduct in the course of performance of this Master Agreement, without waiving any governmental /sovereign immunity available to the County or the City /Town or their respective officials, officers, employees, or agents under Texas or other law and without waiving any available defenses under Texas or other law. Nothing in this paragraph shall be construed to create or grant any rights, contractual or otherwise, in or to any third persons or entities. IX. FISCAL FUNDING Notwithstanding anything to the contrary herein, this Master Agreement is expressly contingent upon the availability of County funding for each item and obligation contained herein. City /Town shall have no right of action against the County as regards this Master Agreement, specifically including any funding by County of the Project in the event that the County is unable to fulfill its obligations under this Master Agreement as a result of the lack of sufficient funding for any item or obligation from any source utilized to fund this Master Agreement or failure of any funding party to budget or authorize funding for this Master Agreement during the current or future fiscal years. In the event of insufficient funding, or if funds become unavailable in whole or part, the County, at its sole discretion, may provide funds from a separate source or terminate this Master Agreement. In the event that payments or expenditures are made, they shall be made from current funds as required by Chapter 791, Texas Government Code. Notwithstanding anything to the contrary herein, this Master Agreement is expressly contingent upon the availability of City /Town funding for each item and obligation contained herein. County shall have no right of action against the City /Town as regards this Master Agreement, specifically including any funding by City /Town of the Project in the event that the City /Town is unable to fulfill its obligations under this Master Agreement as a result of the lack of sufficient funding for any item or obligation from any source utilized to fund this Master Agreement or failure of any funding parry to budget or authorize funding for this Master Agreement during the current or future fiscal years. In the event of insufficient funding, or if funds become unavailable in whole or part, the City /Town, at its sole discretion, may provide funds from a separate source or terminate this Master Agreement. In the event that payments or expenditures are made, they shall be made from current funds as required by Chapter 791, Texas Government Code. X. MISCELLANEOUS PROVISIONS A. Entire Agreement. This Master Agreement and any attachments hereto, set forth the entire agreement between the parties respecting the subject matter contained herein, and supersede all prior and contemporaneous understandings and agreements, whether oral or in writing, between the parties respecting the same. B. Applicable Law. This Agreement and all matters pertinent thereto shall be construed and enforced in accordance with the laws of the State of Texas and exclusive venue shall be in Dallas County, Texas. Notwithstanding anything herein to the contrary, this Agreement is expressly made subject to the County's and the City /Town's Governmental and/or Sovereign Immunity, pursuant to Title 5 of Texas Civil Practice and Remedies Code, and all applicable State of Texas and federal laws. C. Severability. If any term, covenant, condition or provision of this Master Agreement shall be declared invalid, illegal, or unenforceable in any respect by a tribunal of competent jurisdiction, the remaining terms, covenants, conditions, and provisions shall remain in full force and effect, and shall in no way be affected, impaired or invalidated thereby. D. Not an Agent. County and City /Town mutually agree that neither entity acting hereunder shall be considered an agent of the other, and that each entity is responsible, if at all, for its own acts, forbearance, and deeds. E. Venue. This Master Agreement and all matters pertinent thereto shall be construed and enforced in accordance with the laws of the State of Texas and venue shall lie exclusively in Dallas County, Texas. F. Amendment. This Master Agreement may be supplemented and/or amended at any time through the mutual consent of both the County and the City /Town, so long as all amendments, changes, revisions, and discharges of this Master Agreement, in whole or in part, are reduced to writing and executed by the parties thereto. G. Notice. All notices, requests, demands, and other communication under this Master Agreement shall be tendered in writing and shall be deemed to have been duly given when either delivered in person, or via certified mail, postage prepaid, return receipt requested to the respective parties as follows: 1. K9101►�11•ii Director of Public Works 411 Elm Street, Fourth Floor Dallas, Texas 75202 CITY: Director of Public Works 13000 William Dodson Parkway Farmers Branch, Texas 75234 H. Counterparts. This Master Agreement may be executed in multiple counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument. I. Headings. The headings and titles used herein are for sake of convenience only, and are not intended to affect the interpretation or construction of such provisions. J. Contingent. This Master Agreement is expressly contingent upon formal approval by the Dallas County Commissioners Court and the governing body of the City /Town of Farmers Branch, Texas. The City of Farmers Branch, State of Texas, has executed this Master Agreement pursuant to duly authorized City Council Action on the 26th day of September 2017. The County of Dallas, State of Texas, has executed this Master Agreement pursuant to Commissioners Court Order Number and passed on the day of , 2017. Executed this the day of , 2017. CITY OF FARMERS BRANCH: CHARLES COX, CITY MANAGER ATTEST: AMY PIUKANA, CITY SECRETARY APPROVED AS TO FORM: Peter G. Smith, City Attorney Executed this the day of , 2017. COUNTY OF DALLAS: CLAY LEWIS JENKINS COUNTY JUDGE APPROVED AS TO FORM:* FAITH JOHNSON DISTRICT ATTORNEY Sherri Turner Assistant District Attorney *By law, the District Attorney's Office may only advise or approve contracts or legal documents on behalf of its clients. It may not advise or approve a contract or legal document on behalf of other parties. Our review of this document was conducted solely from the legal perspective of our client. Our approval of this document was offered solely for the benefit of our client. Other parties should not rely on this approval, and should seek review and approval by their own respective attorney(s). ,0j \1!-; - I City of Farmers Branch Farmers Branch City Hall �ogj� 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 FARMERS Staff Report BRANCH File Number: ORD -3467 Agenda Date: 9/26/2017 Version: 1 Status: Public Hearing In Control: City Council File Type: Ordinance Agenda Number: 1.1 Conduct a public hearing and consider adopting Ordinance No. 3467 Prohibiting the Use of and Contact with Designated Groundwater Beneath 16± Acres of Land Generally Located at 4707 Alpha Road to Facilitate Certification of a Municipal Setting Designation by the Texas Commission On Environmental Quality; and take appropriate action. BACKGROUND: In 2016 City Council approved Ordinance 3416 stipulating the application and review process for Municipal Settings Designations in Farmers Branch. The "Designated Property" for which this Municipal Setting Designation ( "MSD ") Application has been completed is 16 acres and consists of six parcels located at 4707 Alpha Road ( Univar USA, Inc.), 4630 Nall Road (Bell & McCoy, Inc.), 13810 Welch Road (SEELCCO Street Partners, Ltd.), 13725 Welch Road (Rolex Properties), 13735 Welch Road (Surinder Mittal), and 13835 Welch Road (Calandro Development, Inc.) as well as adjoining public rights -of -way (Alpha Road, Welch Road, Sigma Road, and Nall Road). The applicant is Univar USA Inc. The property owned by Univar is approximately 5 acres in size, addressed at 4707 Alpha Road, and developed with a concrete parking lot utilized by Tuesday Morning. This was the site of a former chemical distribution facility. The site is located in a light industrial area. Univar submitted an application to the City seeking a resolution of support from City Council for the MSD application to the Texas Commission on Environmental Quality (TCEQ). This is the third MSD application the City has received since the approval of the MSD Ordinance. The property addressed at 4707 Alpha Road at the southern end of the MSD Site was historically developed and operated by Van Waters & Rogers (VW &R), which became Univar USA in approximately 1974. The Univar facility operated at this location from 1968 until the facility shut down in 1986. The Univar facility was used for packaging, blending, and distribution of chemical products including volatile organic compounds (VOCs), alcohols, acids, and caustics. By early 1987, the operations of the facility had moved to another location and the facility was decommissioned. The Designated Property and surrounding properties are zoned Light Industrial. The Univar facility originally encompassed an area of 13 acres. The 5 -acre portion included within the boundary of the proposed MSD is the western portion of the Former Univar facility that extended to City of Farmers Branch Page 1 Printed on 912112017 File Number: ORD -3467 the west outer wall of the former Univar warehouse building. This western portion of the Univar property was identified as the source area for the contamination, while sampling indicated that the east side of the Univar Site was not impacted. The eastern portion of the former Univar facility was redeveloped and is now the SoftLayer Technologies property and is not included n the MSD Site. The oldest environmental report obtained by W &M Environmental Group, LLC (W &M) was the Site Assessment Report (SAR) developed by Bascor Environmental, Inc. ( Bascor) in April 1996. The SAR includes a review of the soil, groundwater, and hydraulic conductivity testing at the Site. Numerous round of sampling were performed at the Site from 1987 until the present time. The sampling identified the primary chemicals of concern (COCs) as VOCs in the groundwater along the west side of the Univar property. According to the SAR, the source of the VOCs was the concrete containment structures and former piping trench from the containment structure to the dock, which were located on the west side of the former Univar facility. The RRS -3 Media Specific Concentration Levels (MSCs) utilized in the Univar site assessments and remediation were adopted by the Texas Natural Resource Conservation Commission (TNRCC) /Texas Commission on Environmental Quality (TCEQ) in the Agreed Order governing closure of the Univar Site, and were derived from the Baseline Risk Assessment performed by HydroSystems Management Inc. dated August 1996. VOCs detected in the soil were all below the applicable Risk Reduction Standard No. 2 (RRS -2) Medium - Specific Concentrations (MSCs) utilized by the TNRCC at the time of the Agreed Order. Although a wide range of VOCs were detected in the groundwater, only a few of them have been detected above the Risk Reduction Standard No. 3 (RRS -3) concentrations established in the Agreed Order governing closure of the Univar Site. The VOCs identified at the Site above RRS- 3 levels are 1, 1 -dichloroethene (1,1 -DCE) and vinyl chloride (VC). Currently, only VC exceeds a RRS -3 cleanup level. Municipal Setting Designations (MSD) is regulated by the Texas Commission on Environmental Quality (TCEQ). MSDs can be used when groundwater at a potential development location within a city has contaminants. Groundwater is defined as water present below ground surface. TCEQ receives, processes, and certifies MSD applications. TCEQ can only certify an application if there is local city support. City Council has the option to support or not support an MSD application. An MSD is an official designation given to property within a municipality that certifies that the designated groundwater at the property is not used as a potable water, and is prohibited from future use as potable water because that groundwater is contaminated in excess of the applicable potable water protective concentrations. Potable water is defined as water that is used for drinking, showering, bathing, cooking purposes, or for irrigating crops intended for human consumption. Potable water protective concentrations are the maximum concentrations of a contaminant in groundwater that is protective of human health. These concentrations are specific to each contaminant. The prohibition is in the form of a city ordinance or a restrictive covenant that is enforceable by the city and filed in the property records. The MSD property can be a single property, multi - property, or a portion of property. City of Farmers Branch Page 2 Printed on 912112017 File Number: ORD -3467 Because the groundwater underlying the designated property(ies) will be prohibited for use as potable water if an MSD application is certified, there must be an alternative source potable water for the properties. This is provided by the City of Farmers Branch via its water distribution system. DISCUSSION: By prohibiting the use of contaminated groundwater as potable water, the applicant potentially has a less expensive and faster alternative to existing state environmental regulations governing the investigation and cleanup of contaminated groundwater. Based on a review of groundwater well installations by the applicant and consultant, there are no known wells that would be affected by the identified contamination. In addition, the consultant attests based their review and information available, that the concentrations of contaminants found in the groundwater identified in their investigation beyond the boundary established in the MSD application more than likely does not exceed non - ingestion protective concentration levels. They also certify they met requirements of the City ordinance, including fully delineating the contamination plume. Because the City provides potable water to all residents via the City water distribution system, there is no need to allow access to the underlying groundwater at this location(s). RECOMMENDATION: City Administration recommends adopting Ordinance No. 3467 Prohibiting the Use of and Contact with Designated Groundwater Beneath 16t Acres of Land Generally Located at 4707 Alpha Road to Facilitate Certification of a Municipal Setting Designation by the Texas Commission On Environmental Quality. POSSIBLE COUNCIL ACTION: 1. Motion to close public hearing and adopt Ordinance No. 3467 as presented. 2. Motion to close public hearing and adopt Ordinance No. 3467 with modifications. 3. Motion to table Ordinance No. 3467. ATTACHMENTS: 1. Farmers Branch MSD Application 4707 Alpha Road 2. MSD Property Boundary Map 3. Ordinance 3467 City of Farmers Branch Page 3 Printed on 912112017 ORDINANCE NO. 3467 AN ORDINANCE OF THE CITY OF FARMERS BRANCH, TEXAS, FARMERS PROHIBITING THE USE OFAND CONTACT WITH DESIGNATED BRANCH GROUNDWATER FROM BENEATH 14.497± ACRES OF LAND LOCATED IN FARMERS BRANCH, TEXAS, DESCRIBED IN EXHIBIT "A" HERETO, TO FACILITATE CERTIFICATION OF A MUNICIPAL SETTING DESIGNATION ( "MSD ") OF SAID PROPERTY BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY ( "TCEQ ") PURSUANT TO THE TEXAS SOLID WASTE DISPOSAL ACT; PROVIDING A REPEALING CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE NOT TO EXCEED $2,000.00; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, Chapter 361, Subchapter W, of the Texas Solid Waste Disposal Act ( "MSD legislation ") authorizes the TCEQ to certify Municipal Setting Designations for properties upon receipt and approval of a proper application to the TCEQ; and WHEREAS, the Texas legislature, in enacting the MSD legislation, found that an action by a municipality to restrict access to or the use of groundwater in support of or to facilitate a MSD advances a substantial and legitimate State interest; and WHEREAS, as part of the application process for an MSD, an applicant is required to provide the TCEQ with documentation of a resolution or ordinance of support from the municipality in which the MSD is being sought, which ordinance prohibits the use of and contact with groundwater from beneath the designated property for potable purposes; and WHEREAS, due to limited quantity and low quality, there are areas of shallow groundwater within the City and its extraterritorial jurisdiction that are not valuable as potable water sources and therefore are not utilized for potable water; and WHEREAS, some commercial and industrial properties within the City and its extraterritorial jurisdiction are underlain with unusable groundwater that has become contaminated by historical on -site or off -site sources; and WHEREAS, the potable use of groundwater in designated areas should be prohibited to protect public health and welfare when the quality of the groundwater presents an actual or potential threat to public health; and WHEREAS, the use of an MSD allows for a State - evaluated corrective action process for groundwater that is directed towards the protection of human health and the environment; and WHEREAS, Univar USA, Inc., Bell & McCoy Companies, Inc., SEELCCO Street Partners, SEELCCO Partners II, Ltd., Rolex Properties, LLC, Surinder Mittal, and Callandro Development, Inc. (collectively the "Applicant ") intend to submit an application to the TCEQ for certification of an MSD for 14.497± acres of land within the city limits of the City of Farmers Branch generally described by metes and bounds in Exhibit "A" and attached hereto and made a part hereof (the "MSD Property"), the MSD Property being generally within the boundaries shown in Exhibit `B ", attached hereto and incorporated herein by reference; and WHEREAS, the Applicant has certified that the type of known contaminants in the groundwater beneath the MSD Property are as set forth in Exhibit "C" attached hereto and made a part hereof; and WHEREAS, the Applicant has certified to the City that: The purpose of the application is to assist the Applicant in obtaining from the TCEQ closure documentation demonstrating the TCEQ's determination, after completion of any remediation requirements and appropriate review by the TCEQ, that no further environmental cleanup or restoration is required by the TCEQ with respect to the MSD Property; and 2. As a part of the application, the Applicant has or will submit to the TCEQ a statement regarding the type of known contamination in the groundwater beneath the MSD Property and has identified that shallow groundwater contains chemicals of concern above Tier 1 groundwater ingestion protective concentration levels, as set forth in 30 Texas Administrative Code, Chapter 350, the Texas Risk Reduction Program; and WHEREAS, the Applicant has continuing obligations to satisfy applicable statutory and regulatory provisions concerning groundwater contamination investigation and response actions at the MSD Property; and WHEREAS, a public drinking water supply system exists that satisfies the requirements of Texas Health and Safety Code Chapter 341 for the MSD Property and property within one -half mile of the MSD Property; and WHEREAS, the City Council finds it to be in the best interest of the public and the City to facilitate the Applicant's efforts to secure an MSD and TCEQ closure documentation by passage of this Ordinance; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THAT: SECTION 1. The City Council finds the declarations and findings set forth in the preamble of this Ordinance are true and correct and are incorporated herein. SECTION 2. The City Council finds this Ordinance is necessary because the contaminant concentrations exceed TCEQ potable water standards. SECTION 3. The City Council finds it is in the best interest and welfare of the public to facilitate TCEQ's certification of an MSD for the MSD Property as well as the TCEQ closure documentation. SECTION 4. Upon and after the effective date of this Ordinance, the drilling of wells and use of designated groundwater for any purpose, including but not limited to any potable purpose, and excepting only: (i) wells used as monitoring wells for the collection of groundwater samples for chemical or biological laboratory analysis; and (ii) wells used for the purpose of remediation of soil or groundwater contamination, is hereby prohibited on or from any portion of the MSD Property. SECTION 5. Failure of the Applicant to diligently pursue and obtain from the TCEQ an MSD certificate for the MSD Property and TCEQ closure documentation for the MSD Property shall render this Ordinance voidable by the City Council following 30 days' written notice to the TCEQ and the Applicant. SECTION 6. All provisions of the ordinances of the City of Farmers Branch in conflict with the provisions of this Ordinance be, and the same are hereby, repealed, and all other provisions of the ordinances of the City of Farmers Branch not in conflict with the provisions of this Ordinance shall remain in full force and effect. SECTION 7. Should any sentence, paragraph, subdivision, clause, phrase or section of this Ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this Ordinance as a whole, or any part or provision thereof other than the part so decided to be invalid, illegal or unconstitutional, and shall not affect the validity of the Ordinance as a whole. SECTION 8. An offense committed before the effective date of this ordinance is governed by prior law and the provisions of the Code of Ordinances, as amended, in effect when the offense was committed and the former law is continued in effect for this purpose. SECTION 9. Any person, firm or corporation violating any of the provisions or terms of this Ordinance shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense; and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 10. This Ordinance shall take effect from and after its passage and the publication of the caption of said Ordinance as the law and the City Charter in such case provides. DULY PASSED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, ON THE 26TH DAY OF SEPTEMBER, 2017. APPROVED: Robert C. Dye, Mayor ATTEST: Amy Piukana, City Secretary APPROVED AS TO FORM: Peter G. Smith, City Attorney (kb1:9/7/17:89767) ORDINANCE NO. 3467 Exhibit "A" — Boundary Description of the MSD Property BEING all those certain tract and parcel of land situated in the Elisha Fike Survey, Abstract no. 478, in the City of Farmers Branch, Dallas County, Texas, and being a tract of land conveyed to Van Waters & Roger Inc., by Warranty Deed recorded in Volume 97087, Page 5239, Deed Records, Dallas County, Texas, and also being a tract of land conveyed to Bell & McCoy, Inc., by Special Warranty Deed with Vendor's Lien, recorded in Instrument No. 201400179504, Official Public Records, Dallas County, Texas, and also being a tract of land conveyed to Seelcco Street Partner's, LTD., by Special Warranty Deed recorded in Instrument No. 201600062726, Official Public Records, Dallas County, Texas, and also being a tract of land conveyed to Rolex Properties, LLC, Series A -13725 Welch by Warranty Deed recorded in Instrument No. 2013002819747, Official Public Records, Dallas County, Texas, and also being a tract of land conveyed to Mittal Surinder, by Special Warranty Deed recorded in Volume 2001239, Page 5743, Deed Records, Dallas County, Texas, and also being a tract of land conveyed to Calandra Development Incorporated by Special Warranty Deed recorded in Instrument No. 201400150853, Official Public Records, Dallas County, Texas, and being a portion of Alpha Road (called 60 foot right -of -way) and Welch Road (called 60 foot right -of -way) as dedicated by Metropolitan Industrial Park, Section No. 1, an Addition to the City of Farmers Branch, Dallas County, Texas according to the Plat or Map thereof recorded in Volume 363, Page 1216 Map Records, Dallas County, Texas, and also being a portion of a Nall Road (called 60 foot right -of -way) as dedicated by Metropolitan Industrial Park, Section 1, a new subdivision of Lot C, Block No. 3, an Addition to the City of Farmer Branch, Dallas County, Texas according to the Plat or Map thereof recorded in Volume 71052, Page 2198, Map Records, Dallas County, Texas, and also being a portion Sigma Road (called 60 foot right -of -way) as dedicated by Metropolitan Commercial Park, an addition to the City of Farmers Branch, Dallas County, Texas according to the Plat or Map thereof recorded in Volume 69121, Page 1241, Map Records, Dallas County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a point for corner and being the centerline intersection of said Welch Road and said Alpha Road; THENCE North 00 degrees 38 minutes 20 seconds West, departing the centerline right -of -way of said Alpha Road in a northerly direction along the centerline of the right -of -way line of said Welch Road, a distance of 1009.50 feet to a point for corner and being an interior ell corner of the herein described tract; THENCE South 89 degrees 21 minutes 40 seconds West, departing the centerline right -of -way of said Welch Road, passing at a distance of 30.00 feet the southeast corner of said Rolex tract and being the common line of said Rolex tract and the northerly line of a tract of land conveyed to Peter W. Garratt, as to a 1/3 interest, Robert L. Garratt, as to a 1/3 interest, Tyler M. Garratt, as to a 1 /6 interest and Elizabeth Jennings Hayden, Trustee of the Elizabeth Jennings Hayden Separate Property trust U/D /T dated February 13, 2013 as to a 1/6 interest, by Warranty Deed as recorded in Instrument No. 201500196144, Official Public Records, Dallas County, Texas, a total distance of 247.51 feet to a 1/2 inch iron rod being the southwest corner of said lying on the easterly line of Lot 1, Block 1, Conlon- Thomas Addition No. 2, according to the Plat thereof recorded in Volume 89241, Page 2976, Plat Records, Dallas County, Texas; THENCE North 00 degrees 38 minutes 20 seconds West, along the easterly line of said Lot 1, Block 1, passing at 110.20 feet a 1/2 inch iron rod found for the southwesterly corner of said Lot 2, Block A, and the northwesterly corner of said Rolex tract, and passing at 215.27 feet a point for the northwesterly corner of said Lot 2, Block A, and being the southwesterly corner of said Calandro Development Incorporated tract and passing at 257.72 feet a 1/2 inch iron rod found for a tract of land conveyed to E.C. Carmack by Warranty Deed with Vendor's Lien, recorded in Volume 94088, Page 3186, Deed Records, Dallas County, Texas, and continuing a total of 418.66 feet to a point for corner and being the northeasterly corner of said E.C. Carmack tract from which a 1/2 inch iron rod found bears South 20 degrees 30 minutes 48 seconds West, and lying on the southerly right -of -way line of said Sigma Road; THENCE South 89 degrees 00 minutes 26 West, along the northerly line of said E.C. Carmack common with the southerly right -of -way line of said Sigma Road, a distance of 199.89 feet to a 1/2 inch iron rod found lying on the easterly right -of -way line of Beta Road (called 60 foot right - of -way); THENCE North 00 degrees 35 minutes 56 seconds West, departing the southerly right -of -way line of said Sigma Road, a distance of 29.56 feet to a point for corner lying in the centerline right -of- way line of said Sigma Road; THENCE North 89 degrees 00 minutes 26 seconds East, along the centerline right -of -way of said Sigma Road, a distance of 447.41 feet to a point for corner, being the intersection of said Sigma Road and said Welch Road; THENCE South 00 degrees 38 minutes 07 seconds East, along the centerline right -of -way of said Welch Road, a distance of 140.55 feet, to a point for corner lying in the centerline right -of -way of said Welch Road; THENCE North 89 degrees 04 minutes 33 seconds East, departing the centerline right -of -way of said Welch Road, passing at a distance of 30.00 feet the southwest corner of Lot 1, Block 1 of Greenbriar Addition, an addition to the City of Farmers Branch, Dallas County, Texas as recorded in Volume 94140, Page 4887, Plat Records, Dallas County, Texas, also being the northwest corner of said Seelcco Street Partners tract, from which a 5/8 inch iron rod found bears South 17 degrees 32 minutes 32 seconds West, a distance of 0.24 feet, a total distance of 268.02 feet to a 1/2 inch iron rod being the northeasterly corner of said Seelcco Street Partners tract and the northwesterly corner of Lot C -7 A, Block 3, Metropolitan Industrial Park Section I, an addition to the City of Farmers Branch, Dallas County, Texas, as recorded in Volume 79104, Page 1498, Plat Records, Dallas County, Texas; THENCE South 00 degrees 55 minutes 27 seconds East, along easterly line of said Seelcco Street Partners tract common with said Lot C -7A, Block 3, passing at a distance of 360.00 feet a 5/8 inch iron rod found for the southeasterly corner of said Seelcco Street Partners tract and the southwesterly corner of said Lot C -7 A, Block 3, a total distance of 390.00 feet to a point for corner lying in the centerline right -of -way of said Nall Road; THENCE North 89 degrees 04 minutes 33 seconds East, along the centerline right -of -way of said Nall Road, a distance of 130.00 feet to a point for corner; THENCE South 00 degrees 55 minutes 27 seconds East, departing the centerline right -of -way of said Nall Road, passing at a distance of 30.00 feet to a 5/8 inch iron rod found for the northeasterly corner of said Bell & McCoy tract and being the northwesterly corner of a tract of land conveyed to Reep -Ind Valwood TX LLC., by Special Warranty Deed as recorded in Instrument No. 201300385599, Official Public Records, Dallas County, Texas, and continuing a total distance of 357.73 feet to a point for corner, from which a 1/2 inch iron rod found bears South 73 degrees 38 minutes 04 seconds East, a distance of 0.50 feet for reference, lying on the northerly line of said Van Water & Rogers, Inc. tract; THENCE North 89 degrees 04 minutes 33 seconds East, along a northerly line of said Van Water & Rogers tract common with the southerly line of said Reep -Ind Valwood tract, a distance of 229.49 feet to a 1/2 inch iron rod found for corner the most easterly northwest corner of Lot 2, Block 1, Revised Alpha Metropolitan Addition, an Addition to the City of Farmers Branch, Dallas County, Texas, as recorded in Volume 98093, Page 81, Plat Records, Dallas County, Texas; THENCE South 00 degrees 55 minutes 27 seconds East, along an easterly line of said Van Water & Rogers tract, common with Lot 2, Block 1, a distance of 83.00 feet to a 1/2 inch iron rod found for corner; THENCE South 89 degrees 04 minutes 33 seconds West, along a common line of said Van Water & Rogers tract, and a northerly line of Lot 2, Block 1, a distance of 195.00 feet to a point for corner from which a 1/2 inch iron found bears South 57 degrees 27 minutes 37 seconds West, 0.25 feet for reference; THENCE South 00 degrees 55 minutes 27 seconds East, along an easterly line of said Van Water & Rogers tract common with the westerly line of Lot 2, Block 1, passing at 438.00 feet a 1/2 inch iron rod found lying on the northerly line of said Alpha Road and continuing a total distance of 488.00 feet to a point for corner lying in the centerline right -of -way of said Alpha Road; THENCE South 89 degrees 04 minutes 33 seconds West, along the centerline right of way line of said Alpha Road, a distance of 439.19 feet to the POINT OF BEGINNING and containing 631,487 square feet or 14.497 acres of land. ORDINANCE NO. 3467 Exhibit "B" — Boundary Map of MSD Property Q i 1 '+ FARMERS BRANCH Municipal Setting Designation (MSD) Designated Property Boundary Map Applicants: Univar USA, Inc. 4707 Alpha Road Ball & McCoy, Inc. 4630 Nall Road SEELCCO Street Partners, Ltd. 13810 Welch Road Rolex Properties 13725 Welch Road Surinder Mittal 13735 Welch Road Calandro Development, Inc. 13835 Welch Road �., n•: .......... ..... ..... .... _.,.,.,., i o e - e e rs c m O e 7................ ; ....._.....i e i S i - I i - e e I e c � i R d �.. . ....... ..,_....,..,_..,.... iAlpha o' V d 3 z ORDINANCE NO. 3467 Exhibit "C" — Summary of Known Contaminants Contaminates in groundwater that exceed the groundwater ingestion PCL: • Vinyl Chloride; 1,1- Deichloroethyline (1,1 -DCE) • Cis -1,2- Dichloroethylene (cis -1,2 -DCE) • Benzene • Trichloroethene (TCE) • Tetrachloroethene (PCE) • 1,1,2 - Trichloroethane (1,1,2 -TCA) • 1,2- Dichloroethane (1,2 -DCA) • Methylene Chloride i NVIRONMENTAL CROUP LLC Appl.ication fi or a Municipal Setting Den gnation (MSD) Univar MSS Properties Alpha Road, Welch Road, Nall Roa d and Sigma Road Farmers Branch, Texas 4► r A G ar�w i 1 July 2017 .s �a � Z Municipal Setting Designation Application Instructions FARMERS BRANCH Pre- Aanlication Meeting: While a pre - application meeting is not mandatory, it is strongly encouraged to discuss the specific details of the site. Please note: the City of Farmers Branch will not support a Municipal Settings Designation (MSD) application unless a Professional Geologist (P.G.) or Professional Engineer (P.E.) has certified that the groundwater plume is stable or decreasing, fully delineated, and the source has been removed. This statement should be supported with historical groundwater monitoring data showing the plume as stable or declinina. and fullv delineated. Please contact Katy Evans at (972) 919 -2537, katy.evans farmersbranchtx.gov to schedule a pre- application meeting. Meetings will be held at 13000 William Dodson Parkway Farmers Branch, TX 75234. Application Form: For the application to be complete please submit the following: 1. Two (2) hard copies of the application (the well logs are not necessary for the hard copies but should be included in the electronic copy). Please separate the application appendices with divider sheets that are tabbed. 2. An electronic portable digital file (pdf) of the application including all supporting material 3. An electronic Excel file with mailing addresses for water well owners and property owners. (Templates can be found on the Environmental Health website, www.farmersbranchtx.gov) Failure to use this application form may result in denial of the application. Please note, the City requires the Professional Engineer (P.E.) or Professional Geologist (P.G.) who signed the application, or someone that is familiar with the application, and the applicant or their legal representative (attorney) to be present at the public hearing. Failure of the required parties to attend the public hearing will result in having to schedule a new hearing. The application should be clear, complete, concise, correct, contain only relevant information and be organized to facilitate analysis. Supporting documentation should be submitted as a separate appendix to the application, as noted (Label "Appendix_ ") for each numbered item. Submittal: Submit the application form and all supporting information, along with an application fee of $2,000 (payable to City of Farmers Branch) to the address below. The applicant must also pay the cost of producing and mailing notices, (approximately $6.50 per certified mail and $1.50 per first -class mail), and any applicable venue costs (costs vary by location). Mailings are done through the U.S. Post Office's Click2Mail system. At the time of the mail outs, staff will require a credit card number to pay for processing and mailing the notices. Katy Evans City of Farmers Branch 13000 William Dodson Parkway Farmers Branch, Texas 75234 8809716.1/SP/36781/0101/032917 PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH Application for Approval of Municipal Setting Designation APPLICANT INFORMATION Applicant's Name: Univar USA Inc. ❑Individual ❑Private Entity [$Public Entity ❑Non- Profit Entity ❑Other Address: 17411 NE Union Hill Road Redmond Washington 98025 (Street) (City) (State) (Zip) Phone No.: 614 - 376 -0960 Fax No.: Email: jack.spicuzza(a�univar.com Contact Information Name of Contact: Mr Title: Director Remediation Address: 17411 NE Union Hill Road Redmond Washington 98025 (Street) (City) (State) (Zip) Phone No.: 614 - 376 -0960 Fax No.: 214 - 361 -1155 Email: iack.soicuzzaaunivar.com Application Preparation Application Prepared by: Frank W. Clark, P.E., P.G. Company: W &M Environmental Group, LLC Address: 906 East 18th Street Plano Texas 75074 (Street) (City) (State) (Zip) Phone No.: 972 - 516 -0300 Fax No.: 972 - 516 -4145 Email: fclark(cDwh -m.com City of Farmers Branch 2 Public Works Department Rev. Date: 5/20/2016 PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH SITE INFORMATION Site DCAD No(s): See Appendix A for all DCAD property numbers Site Name: Univar MSD Site Size: Approx. 14.5 acres Site Address: Alpha Road, Welch Road, Sigma Road and Nall Road (see Appendix A) Farmers Branch Texas 75234 (City) (State) (zip) (List all owners — additional sheet is attached, if needed) Owner: Univar USA Inc. [Contact information same as Applicantl Owner Address (Street) Name of Contact: Title: Organization: Phone No.: Email: Owner: Bell & MCCov Companies (City) (State) (zip) Fax No.: Owner Address: 4630 Nall Road Dallas Texas 75244 (Street) (City) (State) (zip) Name of Contact: Chris Coursey /Micah Dortch Title: President/Counsel Organization: Bell & McCoy Companies /Cooper & Scully, P.C. Phone No.: 214 - 712 -9530 Fax No.: - - - - - -- Email: micah.dortch ancooperscullv.com Owner: SEELCCO Street Partners Owner Address: 3302 Shorecrest Drive Dallas Texas 75235 (Street) (City) (State) (zip) Name of Contact: Suzie Nash Title: Partner Organization: SEELCCO Street Partners Phone No.: 214 - 352 -5348 Fax No.: -------- - - - - -- Email: suzie.nash(a�aol.com City of Farmers Branch 3 Public Works Department Rev. Date: 5/20/2016 PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH Owner: Rolex Properties Owner Address: 13725 Welch Road Farmers Branch Texas 75244 (Street) (City) (State) (zip) Name of Contact: Scott Hawkins Title: Co -Owner Organization: Rolex Properties Phone No.: (972) 960 -8469 Fax No.: - - - - - -- Email: best4runrs anaol.com Owner: Surinder Mittal Owner Address: 13735 Welch Road Farmers Branch Texas 75244 (Street) Name of Contact: Surinder Mittal Title: Owner (City) (State) (zip) Organization: Mittal Brothers Phone No.: 972 - 490 -3021 Fax No.: ---- - - - - -- Email: Mittalbrothersinc(a)gmail.com Owner: Calandro Development, Inc. Owner Address: 13835 Welch Road Farmers Branch Texas 75244 (Street) (City) (State) (zip) Name of Contact: Christopher Calandro Title: Owner Organization: Calandro Development, Inc. Phone No.: 972 - 292 -0700 Fax No.: - - - - - -- Email: ccalandro a me.com Owner: Owner Address: (Street) Name of Contact: Title: Organization: Phone No.: Email: City of Farmers Branch 4 Rev. Date: 5/20/2016 (City) (State) (zip) Fax No.: Public Works Department "f FARMERS BRANCH PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION ITEM FB Use Executive Summary 1. Provide a legal description of the boundaries of the designated property, including metes and bounds, and a copy of the deed for the property. Label "Annendix A" 2. A description of the current use and, to the extent known, the anticipated use(s) of the designated property and properties within 500 feet of the boundary of the designated property. Label "Annendix B" 3. A site map showing: a. The location of the designated property. b. The topography of the designated property as indicated on publicly available sources, which must note the watershed including the nearest surface water body and whether the designated property is located in a floodplain or floodway. c. The detected area of groundwater contamination. d. The location of all soil sampling locations and all groundwater monitoring wells. e. Groundwater gradients, to the extent known, and direction of groundwater flow. f. The ingestion protective concentration level exceedance zone for each contaminant of concern, to the extent known. g. Depth to groundwater for each affected zone. Label "Annendix C" 4. Provide for each contaminant of concern within the designated groundwater: a. A description of the ingestion protective concentration level exceedance zone and the non - ingestion protective concentration level exceedance zone, including a specification of the horizontal area and the minimum and maximum depth below ground surface. b. The level of contamination, the ingestion protective concentration level, and the non - ingestion protective concentration level, all expressed as mg /L units. c. Its basic geochemical properties (e.g., whether the contaminant of concern migrates with groundwater, floats or is soluble in water). Label "Appendix D" 5. A table displaying the following information for each contaminant of concern on the site, to the extent known: a. The maximum concentration level for soil and groundwater, the ingestion protective concentration level, and the non - ingestion protective concentration level, all expressed as mg /kg for soils and mg /L for groundwater. b. The critical protective concentration level without the municipal setting designation, highlighting any exceedances. Label "Appendix E" City of Farmers Branch Rev. Date: 3/4/2016 Public Works Department Environmental Health Division "f FARMERS BRANCH PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION ITEM FB Use Only 6. If the plume extends beyond the property legal description provided in this application, list the owners of the additional property beneath which the plume(s) extend(s), and a summary of interactions with those property owners about the plume(s) and this MSD application. Label "Appendix F" 7. A statement as to whether the source of the plume has been removed, the plume of contamination is stable (i.e. no change) or contracting, and the plume is delineated, with supporting documentation. Please include historical sampling data. Label "Appendix G" 8. A statement as to whether contamination on and off the designated property without a Municipal Setting Designation will exceed a residential assessment level as defined in the Texas Risk Reduction Program or analogous residential level set by EPA, if known, and supporting documentation. Label "Appendix H" 9. A statement as to whether contamination on and off the designated property with a Municipal Setting Designation will exceed a residential assessment level as defined in the Texas Risk Reduction Program or analogous residential level set by EPA, if known, and supporting documentation. Label "Appendix I" 10. Identification of the points of origin of the contamination, to the extent known. Please list the Potentially Responsible Party (PRP), if unknown, state unknown. (applications without the PRP listed will be deemed incomplete) Label "Appendix J" 11. Environmental regulatory actions, litigation, and plume identification. a. A description of any environmental regulatory actions that have been taken within the past five years in connection with the designated property, to the extent known. b. A description of any litigation that has taken place within the past five years in connection with the designated property, to the extent known. c. A statement as to whether there are any other remediation activities by the applicant, or any other party or agency, which are not listed in the application. d. A statement as to which contamination plume and groundwater zone the applicant is including in the MSD. Label "AI212endix K" 12. A listing of all existing state or EPA registrations, permits, and identification numbers that applies to the designated property. Label "Appendix L" City of Farmers Branch Rev. Date: 3/4/2016 Public Works Department Environmental Health Division "f FARMERS BRANCH PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION ITEM FB Use Only 13. Provide evidence that the designated property is currently or has previously been under the oversight of the TCEQ or the United States Environmental Protection Agency, as required by the Texas Health & Safety Code § 361.8065(c)(2)(A), and a description of the status of the designated property in the program (the program application number is sufficient evidence). Also, include the state or federal cleanup project manager's name. Label "Appendix M" 14. A summary of any environmental site assessment reports filed with TCEQ regarding any site investigations or response actions that are planned, ongoing or completed related to the designated property. Label "Appendix N" 15. A statement as to whether any public drinking water supply system exists that satisfies the requirements of Chapter 341 of the Texas Health and Safety Code and that supplies or is capable of supplying drinking water to the designated property and property within one -half mile of the designated property and the identity of each supply system. Label "Appendix O" 16. The name and address of each owner or operator of a water well registered or permitted by the state that is located within five miles of the boundary of the designated property, along with a map showing the location of each well and, to the extent known, a notation of whether each well is used for potable water. Well logs must be included in the electronic copy of the application, but should not be included in the hard copies. (An accompanying electronic excel file with mailing information should be included with your application.) Label "Appendix P" 17. The name and address of each retail public utility, as defined in section 13.002 of the Texas Water Code that owns or operates a groundwater supply well within five miles of the boundary of the designated property. Label "Appendix O" 18. A listing of each municipality, other than the city of Farmers Branch, with a corporate limit within one -half mile of the boundary of the designated property. Label "Appendix R" 19. A listing of each municipality, other than the city of Farmers Branch, that owns or operates a groundwater supply well within five miles of the boundary of the designated property. Label "Appendix S" 20. A listing of owners of real property within 2,500 ft. of the boundary of the designated property as indicated by the most recent appraisal district records. Please Note: This requirement may include real property outside the City of Farmers Branch. Be sure to includeA" properties in the 2,500 ft. boundary. (An accompanying electronic excel file with mailing information should be included with your application.) Label "Appendix T" City of Farmers Branch Rev. Date: 3/4/2016 Public Works Department Environmental Health Division "f FARMERS BRANCH PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION ITEM FB Use Only 21. Form U- 2012 -01 sianed and sealed by a licensed professional engineer or licensed professional geoscientist authorized to practice in the State of Texas with expertise in environmental remediation. Signing and sealing Form U- 2012 -01 certifies: a. The contaminants of concern from sources on the designated property or migrating from or through the designated property more likely than not [do exceed] OR [do not exceed] a non - ingestion protective concentration level on property beyond the boundaries of the designated property. (select the appropriate statement) b. All requirements of the application have been met, including demonstration that the groundwater contamination plume has been fully delineated and is stable or contracting in size. Label "Appendix U" 22. If the licensed professional engineer or licensed professional geoscientist determines that contaminants of concern from sources on the designated property are migrating from or through the designated property more likely than not do exceed a non - ingestion protective concentration level on property beyond the boundary of the designated property, then the applicant must: a. Specify the name and address of the owner of each property. b. Send a copy of the application to the owner of the property with the notice of the public meeting. c. Provide documentation that the designated property has been included in a state or federal program that requires that the entire non - ingestion protective concentration level exceedance zone be addressed to the satisfaction of the agency administering the program, along with documentation of the estimated time period in which it is to be addressed. An example of such a program is the Texas Voluntary Cleanup Program (section 361.501 of the Texas Health and Safety Code, as may be amended from time to time). d. Provide documentation upon completion of the state or federal program showing that the non - ingestion protective concentration level exceedances have been addressed to the satisfaction of the agency administering the program. Label "Appendix V" 23. Form W- 2012 -01 certified /signed by the applicant and any authorized representatives of the applicant(s) listed in the application. Label "Appendix W" 24. Form X- 2012 -01 signed by the property owner or authorized agent (if an authorized agent, you must provide the legal authorization instrument). Label " Appendix X" 25. An electronic version containing the pdf file of the application, Excel spreadsheet of water well owners and property owners for mailing notices, and the pdf file of the well log report. Label " Appendix Y" City of Farmers Branch Rev. Date: 3/4/2016 Public Works Department Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH EXECUTIVE SUMMARY Site Location and Description The Municipal Setting Designation (MSD) Property consists of six separate parcels principally clustered on either side of Welch Road in Farmers Branch, Texas. The total size of the six parcels is approximately 11.9 acres. For purposes of this MSD application, the "designated property" includes each of these parcels as well as portions of the adjoining public rights -of -way (Alpha Road, Welch Road, Sigma Road and Nall Road), and totals 14.497 acres. The location of the MSD Property (also referenced herein as "MSD Site ") is depicted on Figure 1 in Appendix C, and the boundaries of the various included parcels are highlighted on the Dallas Central Appraisal District map in Figure 2. The property owned by Univar USA is approximately 5 acres in size, addressed at 4707 Alpha Road, and developed with a concrete parking lot utilized by Tuesday Morning to park tractor trailer rigs. This was the site of a former chemical distribution facility operated by a predecessor to Univar USA. The MSD Site is located in a commercial /industrial (industrial park) in Farmers Branch. Access to the Site is provided from Alpha Road (east /west) and Welch Road (north/south). Refer to Figure 3 an Appendix C for an aerial plan depicting the MSD Site and nearby properties. Environmental Issues The property addressed at 4707 Alpha Road at the southern end of the MSD Site was historically developed and operated by Van Waters & Rogers (VW &R), which became Univar USA in approximately 1974. The Univar facility operated at this location from 1968 until the facility shut down in 1986. The Univar facility was used for packaging, blending, and distribution of chemical products including volatile organic compounds (VOCs), alcohols, acids, and caustics. By early 1987, the operations of the facility had moved to another location and the facility was decommissioned. The Univar facility originally encompassed an area of 13 acres. The 5 -acre portion included within the boundary of the proposed MSD is the western portion of the former Univar facility that extended to the west outer wall of the former Univar warehouse building. This western portion of the Univar property was identified as the source area for the contamination, while sampling indicated that the east side of the Univar Site was not impacted. The eastern portion of the former Univar facility was redeveloped and is now the SoftLayer Technologies property and is not included in the MSD Site. The oldest environmental report obtained by W &M Environmental Group, LLC (W &M) was the Site Assessment Report (SAR) developed by Bascor Environmental, Inc. ( Bascor) in April 1996. The SAR includes a review of the soil, groundwater, and hydraulic conductivity testing at the Site. Numerous rounds of sampling were performed at the Site from 1987 until the present time. The sampling identified the primary chemicals of concern (COCs) as VOCs in the groundwater along the west side of the Univar property. According to the SAR, the source of the VOCs was City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH the concrete containment structures and former piping trench from the containment structure to the dock, which were located on the west side of the former Univar facility. The RRS -3 Media Specific Concentration Levels (MSCs) utilized in the Univar site assessments and remediation were adopted by the Texas Natural Resource Conservation Commission (TNRCC) /Texas Commission on Environmental Quality (TCEQ) in the Agreed Order (discussed below) governing closure of the Univar Site, and were derived from the Baseline Risk Assessment performed by HydroSystems Management Inc. dated August 1996. VOCs detected in the soil were all below the applicable Risk Reduction Standard No. 2 (RRS -2) Medium - Specific Concentrations (MSCs) utilized by the TNRCC at the time of the Agreed Order. Although a wide range of VOCs were detected in the groundwater, only a few of them have been detected above the Risk Reduction Standard No. 3 (RRS -3) concentrations established in the Agreed Order governing closure of the Univar Site. The VOCs identified at the Site above RRS- 3 levels are 1, 1 -dichloroethene (1,1 -DCE) and vinyl chloride (VC). Currently, only VC exceeds a RRS -3 cleanup level. Sampling at the Site identified an underground geologic trough along the west side of the property that runs in a northwest direction across the property. The trough forms a local depression in the more solid surrounding Austin Chalk formation and provides a preferential pathway of more permeable soil in this area. Outside of the trough, the Austin Chalk was encountered at a shallow depth and many of the monitoring wells in this area are either dry or yield very low quantities of water (Class 3 Groundwater). The data indicates that the impact from releases at the Site is limited to groundwater in the "trough" on the west side of the Site. The resulting groundwater plume of chlorinated VOCs moved in a north /northwest direction following this trough and groundwater flow direction. The downgradient extent of the groundwater plume extends to off - Site monitoring well DMW -01, which is located on the south side of Sigma Road. Corrective Action Program In 1994, Univar and the TNRCC (predecessor to TCEQ) entered into an Agreed Order for the Site. The Agreed Order requires a Site Assessment, a Corrective Action Plan and cleanup using remediation. The Agreed Order will remain in effect until the Site meets all Agreed Order criteria for closure. The Univar Site is administered by the TCEQ Corrective Action Program (case #31657) under the review of the case coordinator, Prasanthi Bollineni. The areal extent of the Univar Site groundwater plume has been fully delineated (Figures 5 through 10) and Univar conducts on -going semi -annul groundwater monitoring and periodic groundwater treatment. The vertical extent of the RRS -3 Zones are from the groundwater surface (approximately 5 feet to 12 feet below ground surface ( "bgs ") as measured in monitoring wells) to the top of the weathered chalk/marl (Austin Chalk Formation) confining unit, which is present at a depth of 15 feet to 20 feet. The Austin Chalk Formation consists of relatively impervious chalk and marl. In this area of North Dallas, the Austin Chalk is present to a depth of approximately 75 -100 feet, at which point another aquitard is encountered, the Eagle Ford Shale. Based on depth to groundwater measurements, groundwater flow direction at the Site and surrounding properties is City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH to the north/northwest. On November 2, 2016, Univar's representatives met with the TCEQ in Austin, Texas to discuss the use of an MSD as part of closure under the Agreed Order. The TCEQ agreed that the MSD could be used as part of Univar's groundwater response actions under the Agreed Order. Once the MSD is approved by the City of Farmers Branch and certified by the TCEQ, Univar will have satisfied the exposure control requirements of the Agreed Order and the TCEQ Corrective Action Program, and ultimately receive a "No Further Action" letter from the TCEQ. Water Supply and Wells in the Vicinity of the Univar MSD The property and surrounding area are serviced by municipal drinking water supplied by the City of Farmers Branch. There is only a single state - registered water well located within one -half mile of the property. This well (Well ID 33- 02 -5A) is located crossgradient and approximately 2,200 feet east of the Univar property. • Water well 33 -02 -5A is listed as an industrial well drilled by Allied Steel Co. in 1961 to a depth of 40 feet. The well log indicates that it was a "dry hole" and presumably never used for water supply. Based upon W &M's review of information regarding the water well located proximate to the Site, there are no known wells that would be affected by the identified contamination. Groundwater gradient information at the Site indicates a north/northwest flow direction. This groundwater gradient is consistent with the area topography, which is fairly flat with a slight grade to the northwest toward the concrete drainage culvert that runs just north of and parallel to Sigma Road. Groundwater movement can be influenced by variations in the subsurface conditions, and seasonal fluctuations in precipitation and infiltration. The applicant intends to obtain a No Further Action letter from the TCEQ Corrective Action Program, supported by an MSD from the City of Farmers Branch and Certified by the TCEQ, in order to facilitate regulatory closure of the plume on all affected properties impacted by the groundwater plume. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX A The Univar MSD Site consists of seven parcels with addresses along Alpha Road, Sigma Road, Welch Road and Nall Road in Farmers Branch, Texas. A summary of the parcel addresses, size, Dallas County Appraisal District (DCAD) parcel numbers and ownership is provided below. PARCEL ADDRESS OWNERSHIP ENTITY DCAD PARCEL No. PARCEL SIZE (Acres) 4707 Alpha Road Univar USA, Inc. 24002510010010000 5.005 4630 Nall Road Bell & McCoy, Inc. 24126500030010300 2.800 13810 Welch Road SEELCCO Street Partners, Ltd.. 24126500030030700 1.974 13725 Welch Road Rolex Properties 24231590OA0010000 0.499 13735 Welch Road Surinder Mittal 24231590OA0020000 0.575 13835 Welch Road Calandro Development, Inc. 24123500010070000 1.024 Total Area: 11.877 The legal description for the Site is provided in the attached property deeds. A metes and bounds description and survey plat of the entire MSD property, including portions of the adjoining City rights -of -way, is also provided in Appendix A. The MSD boundary includes to the mid -point of the adjoining ROW except where MSD parcels are situated on both sides of the road, in which case the entire ROW is included. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division MUNICIPAL SETTING DESIGNATION SURVEY ELISHA FIKE SURVEY, ABSTRACT NO. 478 CITY OF FARMERS BRANCH, DALLAS COUNTY, TEXAS BEING all those certain tract and parcel of land situated in the Elisha Fike Survey, Abstract no. 478, in the City of Farmers Branch, Dallas County, Texas, and being a tract of land conveyed to Van Waters & Roger Inc., by Warranty Deed recorded in Volume 97087, Page 5239, Deed Records, Dallas County, Texas, and also being a tract of land conveyed to Bell & McCoy, Inc., by Special Warranty Deed with Vendor's Lien, recorded in Instrument No. 201400179504, Official Public Records, Dallas County, Texas, and also being a tract of land conveyed to Seelcco Street Partner's, LTD., by Special Warranty Deed recorded in Instrument No. 201600062726, Official Public Records, Dallas County, Texas, and also being a tract of land conveyed to Rolex Properties, LLC, Series A -13725 Welch by Warranty Deed recorded in Instrument No. 2013002819747, Official Public Records, Dallas County, Texas, and also being a tract of land conveyed to Mittal Surinder, by Special Warranty Deed recorded in Volume 2001239, Page 5743, Deed Records, Dallas County, Texas, and also being a tract of land conveyed to Calandro Development Incorporated by Special Warranty Deed recorded in Instrument No. 201400150853, Official Public Records, Dallas County, Texas, and being a portion of Alpha Road (called 60 foot right -of -way) and Welch Road (called 60 foot right -of -way) as dedicated by Metropolitan Industrial Park, Section No. 1, an Addition to the City of Farmers Branch, Dallas County, Texas according to the Plat or Map thereof recorded in Volume 363, Page 1216 Map Records, Dallas County, Texas, and also being a portion of a Nall Road (called 60 foot right -of -way) as dedicated by Metropolitan Industrial Park, Section 1, a new subdivision of Lot C, Block No. 3, an Addition to the City of Farmer Branch, Dallas County, Texas according to the Plat or Map thereof recorded in Volume 71052, Page 2198, Map Records, Dallas County, Texas, and also being a portion Sigma Road (called 60 foot right -of -way) as dedicated by Metropolitan Commercial Park, an addition to the City of Farmers Branch, Dallas County, Texas according to the Plat or Map thereof recorded in Volume 69121, Page 1241, Map Records, Dallas County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a point for corner and being the centerline intersection of said Welch Road and said Alpha Road; THENCE North 00 degrees 38 minutes 20 seconds West, departing the centerline right -of -way of said Alpha Road in a northerly direction along the centerline of the right -of -way line of said Welch Road, a distance of 1009.50 feet to a point for corner and being an interior ell corner of the herein described tract; THENCE South 89 degrees 21 minutes 40 seconds West, departing the centerline right -of -way of said Welch Road, passing at a distance of 30.00 feet the southeast corner of said Rolex tract and being the common line of said Rolex tract and the northerly line of a tract of land conveyed to Peter W. Garratt, as to a 1/3 interest, Robert L. Garratt, as to a 1/3 interest, Tyler M. Garratt, as to a 1/6 interest and Elizabeth Jennings Hayden, Trustee of the Elizabeth Jennings Hayden Separate Property trust U /D /T dated February 13, 2013 as to a 1/6 interest, by Warranty Deed as recorded in Instrument No. 201500196144, Official Public Records, Dallas County, Texas, a total distance of 247.51 feet to a 1/2 inch iron rod being the southwest corner of said lying on the easterly line of Lot 1, Block 1, Conlon- Thomas Addition No. 2, according to the Plat thereof recorded in Volume 89241, Page 2976, Plat Records, Dallas County, Texas; THENCE North 00 degrees 38 minutes 20 seconds West, along the easterly line of said Lot 1, Block 1, passing at 110.20 feet a 1/2 inch iron rod found for the southwesterly corner of said Lot 2, Block A, and the northwesterly corner of said Rolex tract, and passing at 215.27 feet a point for the northwesterly corner of said Lot 2, Block A, and being the southwesterly corner of said Calandro Development Incorporated tract and passing at 257.72 feet a 1/2 inch iron rod found for a tract of land conveyed to E.C. Carmack by Warranty Deed with Vendor's Lien, recorded in Volume 94088, Page 3186, Deed Records, Dallas County, Texas, and continuing a total of 418.66 feet to a point for corner and being the northeasterly corner of said E.C. Carmack tract from which a 1/2 inch iron rod found bears South 20 degrees 30 minutes 48 seconds West, and lying on the southerly right -of -way line of said Sigma Road; THENCE South 89 degrees 00 minutes 26 West, along the northerly line of said E.C. Carmack common with the southerly rigth -of -way line of said Sigma Road, a distance of 199.89 feet to a 1/2 inch iron rod found lying on the easterly right -of -way line of Beta Road (called 60 foot right -of -way); I P�l %, ,*®rj4 TEXAS HERITAGE SURVEYING, INC. 1o610 Metric Drive, Suite 124, Dallas, TX 75243 Office 214 - 340 -97oo Fax 214 - 340 -9710 BEARINGS ARE BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, (4202) JOB# 170o889 -2 DATE: 7/6/2017 DRAWN BY: JAM �► txheritage.com Firm No. NORTH AMERICAN DATUM OF 1983, (2011) PAGE 1 of 4 MUNICIPAL SETTING DESIGNATION SURVEY ELISHA FIKE SURVEY, ABSTRACT NO. 478 CITY OF FARMERS BRANCH, DALLAS COUNTY, TEXAS THENCE North 00 degrees 35 minutes 56 seconds West, departing the southerly right -of -way line of said Sigma Road, a distance of 29.56 feet to a point for corner lying in the centerline right -of -way line of said Sigma Road; THENCE North 89 degrees 00 minutes 26 seconds East, along the centerline right -of -way of said Sigma Road, a distance of 447.41 feet to a point for corner, being the intersection of said Sigma Road and said Welch Road; THENCE South 00 degrees 38 minutes 07 seconds East, along the centerline right -of -way of said Welch Road, a distance of 140.55 feet, to a point for corner lying in the centerline right -of -way of said Welch Road; THENCE North 89 degrees 04 minutes 33 seconds East, departing the centerline right -of -way of said Welch Road, passing at a distance of 30.00 feet the southwest corner of Lot 1, Block 1 of Greenbriar Addition, an addition to the City of Farmers Branch, Dallas County, Texas as recorded in Volume 94140, Page 4887, Plat Records, Dallas County, Texas, also being the northwest corner of said Seelcco Street Partners tract, from which a 5/8 inch iron rod found bears South 17 degrees 32 minutes 32 seconds West, a distance of 0.24 feet, a total distance of 268.02 feet to a 1/2 inch iron rod being the northeasterly corner of said Seelcco Street Partners tract and the northwesterly corner of Lot C -7A, Block 3, Metropolitan Industrial Park Section I, an addition to the City of Farmers Branch, Dallas County, Texas, as recorded in Volume 79104, Page 1498, Plat Records, Dallas County, Texas; THENCE South 00 degrees 55 minutes 27 seconds East, along easterly line of said Seelcco Street Partners tract common with said Lot C -7A, Block 3, passing at a distance of 360.00 feet a 5/8 inch iron rod found for the southeasterly corner of said Seelcco Street Partners tract and the southwesterly corner of said Lot C -7A, Block 3, a total distance of 390.00 feet to a point for corner lying in the centerline right -of -way of said Nall Road; THENCE North 89 degrees 04 minutes 33 seconds East, along the centerline right -of -way of said Nall Road, a distance of 130.00 feet to a point for corner; THENCE South 00 degrees 55 minutes 27 seconds East, departing the centerline right -of -way of said Nall Road, passing at a distance of 30.00 feet to a 5/8 inch iron rod found for the northeasterly corner of said Bell & McCoy tract and being the northwesterly corner of a tract of land conveyed to Reep -Ind Valwood TX LLC., by Special Warranty Deed as recorded in Instrument No. 201300385599, Official Public Records, Dallas County, Texas, and continuing a total distance of 357.73 feet to a point for corner, from which a 1/2 inch iron rod found bears South 73 degrees 38 minutes 04 seconds East, a distance of 0.50 feet for reference, lying on the northerly line of said Van Water & Rogers, Inc. tract; THENCE North 89 degrees 04 minutes 33 seconds East, along a northerly line of said Van Water & Rogers tract common with the southerly line of said Reep -Ind Valwood tract, a distance of 229.49 feet to a 1/2 inch iron rod found for corner the most easterly northwest corner of Lot 2, Block 1, Revised Alpha Metropolitan Addition, an Addition to the City of Farmers Branch, Dallas County, Texas, as recorded in Volume 98093, Page 81, Plat Records, Dallas County, Texas; THENCE South 00 degrees 55 minutes 27 seconds East, along an easterly line of said Van Water & Rogers tract, common with Lot 2, Block 1, a distance of 83.00 feet to a 1/2 inch iron rod found for corner; THENCE South 89 degrees 04 minutes 33 seconds West, along a common line of said Van Water & Rogers tract, and a northerly line of Lot 2, Block 1, a distance of 195.00 feet to a point for corner from which a 1/2 inch iron found bears South 57 degrees 27 minutes 37 seconds West, 0.25 feet for reference; TEXAS HERITAGE SURVEYING, INC. 1o610 Metric Drive, Suite 124, Dallas, TX 75243 Office 214 - 340 -9700 Fax 214 - 340 -9710 BEARINGS ARE BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, (4202) JOB# 17oo88g -z DATE: 7/6/2017 DRAWN BY: JAM txheritage.com Firm No. 1o169300 NORTH AMERICAN DATUM OF 1983, (2011) PAGE 2 of 4 MUNICIPAL SETTING DESIGNATION SURVEY ELISHA FIKE SURVEY, ABSTRACT NO. 478 CITY OF FARMERS BRANCH, DALLAS COUNTY, TEXAS THENCE South 00 degrees 55 minutes 27 seconds East, along an easterly line of said Van Water & Rogers tract common with the westerly line of Lot 2, Block 1, passing at 438.00 feet a 1/2 inch iron rod found lying on the northerly line of said Alpha Road and continuing a total distance of 488.00 feet to a point for corner lying in the centerline right -of -way of said Alpha Road; THENCE South 89 degrees 04 minutes 33 seconds West, along the centerline right of way line of said Alpha Road, a distance of 439.19 feet to the POINT OF BEGINNING and containing 631,487 square feet or 14.497 acres of land. Raul D. Reyes, R.P.L.S.# 5390 �P,•G\ TE- e-F FQ eN ....................... RAUL DOMINGUEZ REYES eq ................. 5390 �nq noFESS �cie o y�Vj /'1/\ TEXAS HERITAGE SURVEYING, INC. 10610 Metric Drive, Suite 124, Dallas, TX 75243 BEARINGS ARE BASED UPON THE TEXAS STATE PLANE COORDINATE JOB# 17oo889 -2 DATE: 6/72017 Office 214 -340 -9700 Fax 214 -340 -9710 SYSTEM, NORTH CENTRAL ZONE, (4202) DRAWN BY: JAM txheritage.com NORTH AMERICAN DATUM OF 1983, PAGE 3 of 4 Firm No. (2011) MUNICIPAL SETTING DESIGNATION SURVEY ELISHA FIKE SURVEY, ABSTRACT NO. 478 CITY OF FARMERS BRANCH, I 1 1 1 1 I 112• INFq I LOT 1, BLOCK A 1 LOT 2 I I LOT 1 RR.O.C. T II I I II I I I I CONLON /SIGMA I SIGMA ASSOCIATES, LLC. _I D D. ELLIOTT 1-- - - I VOL. 69121, PG. 1241 I VDL. 2005171, PG. 18071 1 INST. NO, 201400154736 1 I o I 1 M.R.D.0 T. I I I D.R.D.C.T 1 I O.P.R.O.0 T. m I I 1 I I DALLAS COUNTY, TEXAS 1l2" IRF 1/2" IRF 12 IR ,1, CORNER R L---------,------------b----------- POINT FOR ........ ..i. w ". R1 on nn'OC" C AA7 Al' I /POINT CDMN1EH14K. rnrtn �I:HLLeu ou rtl�n i- yr -.rn, IRE VOL. 89121 PG. 1241 P.R.D.C.1 1/2'IRF ------ - - - -�_ N 00 °35'56" W S 89 °00'26" W 199.89' POINT FOR CORNER 29.56' i I 20°30'46' W 0.30' MV\EP \CPVPPaK REMAINDER OFLOT7 Iwm ZPN G�Kq 1241 I MILE SIGMA ROAD, LLC. I I LOT g INST. O.P.R.D.C.T.24455 p�\C1 I''''°' E.C.CARMACK ME,�pPJ01'6°+F1pGt °I Map \GP\' 1 I VOL.94088, PG. 3186 P 1 \ZPNCOOK2G1241 I I U.R.ICT. LOT7 "I I POPOV e 121 P Z I I a 1 2" IRF CALANDRO DEVELOPMENT Im M ` 9 OO- 10 IRE 2x8.00' INCORPORATED 1° - -- I INST. NO. 201400153853 I'"3 — — O.P.R.O.0 T. STATE PLANE ----------- I COORDINATES I ED OOP y I N= ],027,]33.89 I 0D E= 2,480,207.70 m n`�'tE�Gp1110H1'1Pp82 al O P p0 LOT 2,BLOCKA PARTOFLOT881BLOCK2 I Z \NSS OP�OCVOMIT200129RPG5743 -1 1 METROPOLITAN COMMERICAL I I D.R.D C. T. I PARK VOL, 78141, PG. 1512 I I DIRE P.R.DC.T I "DC1 I I 1 ,a "IRF I LOT 1, BLOCK A m a ROLEX PROPERTIES, LLC - - - -- - -- I I w o SERIES A- 13725WELCH 1 .201300281941 CLOT 1 BLOCK 1 ° INST. N0 .P ONLON- THOMAS O.R.D.C.T. I 1 ADDITION NO.2 a 112" IRF 1&' IRF VOL. 89241, PG. 2976 3 I RROOT I S 89'21'40"W 247.51' ¢lo I I OT 5 C• S I GARRAT HAYDEN TB INST N O, 20150 0196144 w o I I mIQ I 1 N °1 - -- w1 E Iv l I - — — — — — - - -- S I I I I I I LOT 4 W III PROPERTIES, L-C., INST. N0.R.D.C.019254 200 150 100 50 0 50 100 150 2a O.P.R.D.C.T. I I SCALE -1" =200 I PPPK OM OPO \<PeOp; 10 1241 MEN N01. PpFIt I - -- LOTS — — — — '.®rJ4 1 P�' 01 0"O'n I yr PRINTS PROPERTIES L1 1. N0.201200213725 O.P.R.D.OT. RR OT 1 -R, BLOCK 1 T OF 1 AND 2 BLOCK 1 IF THE REVISED POLITAN COMMERCIAL PARK IL. 78089, PG. 3146 P RG.C..T POB� CORNER N 89 °04'33" E 268.02' 3" IRF BEARS 1] °32'32 "W 024' I I I I I PART OF LOT C-6 mI- ALPHA METROPOLITAN Im SECTION ONE VOL. 98093, PG. 81 °I P,R,O,C..T 1 SEELCCO STREET PARTNERS, LTD, INST. N0.201600062726 ORRO.C.T. I /POINT FOR. A CORNER POINT FOR CORNER 1 518' IRF BEARS N OS °19'00' W 0.45' p- 239.31' II I I Ii LOT I, BLOCKI I I I II I I I I II I I I I 1 1 1 I GREENBRIAR ADDITION U VOL, 94140, PG, 4887 I p RR.O.C. T II I I II I I I I I I I II I I I I I I I I I I Q I 1-- - - -- 1 ----- - - 'IRF � I °Io I 1 I o I P.ROG. T I O I I I I VOL 98093, 81 I Q w l 2d.1 ]' ------ -- 1 I I ---- ___ 1 /2_IF N INST NO. 201300385599 i0 O.P.NO.C.T. o0 1 LOT C -7A, BLOCK 3 LOT C -BA, BLOCK 3 jo I V METROPOLITAN INDUSTRIAL I METROPOLITAN INDUSTRIAL i PARK SECTION NO. 1 I VOLL. BW40IPG.N 811 I rc VOL. 79104 PG. 1498 P.R.D.C..T II P.R.D.C..T I I irlY I I LL` m I °al - II I °I O z I 'IRF 00. 383' - I —I� -- -378 CP — 1/2 "IRF j -- �7 - - -- - — POINT FOR - 12 "IR V 89 004'33" E CORNER N - p6Q�iR1ALPA�FKSECTTbRT I POINTFOR S57 °27'37" W 015' S. (CALLED 60' RIGHT -OF -WAY) VOL. ]1052, PG. 2198 M.R.D.C.T. CORNER - - - - 5 /SIRE - -- ° ------------T--------- q-- - - - - -- 370.14' I ADDITION I 1 I 631,487 SQ. FT. IG I i I 14.497 ACRES VAN WATERS 1 ROGERS INC., 1 I P.ROG. T I O I I LOT C -2 I = LOT C -1 I VOL 98093, 81 W TRACT 2 I LOT C -3 (� ALPHA METROPOLITAN �y 1 SECTIONONE 2d.1 ]' ------ -- - I� REEP -INO VALWW000 TX LLC., I ' VOL. 98093, PG. 81 P.R.D.C..T ---- ___ 1 /2_IF N INST NO. 201300385599 i0 O.P.NO.C.T. o0 1 WI BELL 8 MC COY, INC., O I Q I I NST. NO.201400179504 O.P.R.D.CT. co U 1 _1 I I I N 89 °04'33" E 229.49' I LiL-- - - - - -- I r�----------- - - IRF - - -- POINT FOR 1/2'IRF - I1/2 CORNER O I 112" IRF BEARS °38'04' u0 S 73 E 0.50' -- - _112 RF N — POINT FOR CORNER - - - -�� I LOT T, BLOCK A 1 METROPOLITAN KOMMERCIAL SECTION TWO VOL. 69167, PG. 1765 P.R.D.C.T. TEXAS HERITAGE SURVEYING, INC. 1o610 Metric Drive, Suite 124, Dallas, TX 75243 Office 214 - 340 -970o Fax 214 - 340 -9710 txheritage.com Firm No. 1o169300 POINT FOR CORNER 1/Y IRF BEARS I I I S57 °27'37" W 015' I I I OT 1, BLOCK 1 ALPHA METROPOLITAN ADDITION I ° VOL. 98093, PG, 81 IG P.R.DC.T VAN WATERS 1 ROGERS INC., VOL.97087, PG, 5239 I P.ROG. T I I 20' DEDICATION VOL 98093, 81 11/2'IRF T. D.R.D.C.T. 2d.1 ]' ------ -- 378.BY -- - - - - -- 112.IRF ---- ___ 1 /2_IF COORDINATES LU LOT 2, BLOCK I REVISED N ALPHAMETROPOLITAN ADDITION u, VOL, 98093, PG. 81 °O P.R.D.C.,T O N 20 DEDICATION VOL R0 DCC ' 81 - - -O. .-. T T - -- _______ --------------------- ____ ___________ I S 89 °04'33" W 439.19' — ALPHA ROAD — POINT FOR (CALLED 60' RIGHT -OF -WAY) VOL. 363, PG. 1216 M.R.D.C.T. - - - -- CORNER-- �.y--------- - - - - -, - - - -- I Ti /2 "IRF I I E3 MANAGEMENT, LLC 1 4700 ALPHA HOLDINGS. LLC I I INST. NO. 201600023580 INST. NO. 201400020486 O.P.R.D C.T. I O.P.R.D.C.T. I I I BEARINGS ARE BASED UPON THE JOB# 1700889 -2 TEXAS STATE PLANE COORDINATE DATE: 7/6/2017 SYSTEM, NORTH CENTRAL ZONE, (4202) SCALE: 1FF = 200E NORTH AMERICAN DATUM OF 1983, DRAWN BY: JAM (2011) PAGE 4 of 4 DEED FOR 4707 ALPHA ROAD (UNIVAR PARCEL) DEED FOR 4630 NALL ROAD (BELL & MCCOY PARCEL) DEED FOR 13810 WELCH ROAD (SEELCCO ST. PARTNERS) DEED FOR 13725 WELCH ROAD (ROLEX PROPERTIES) DEED FOR 13735 WELCH ROAD (MITTAL PARCEL) DEED FOR 13835 WELCH ROAD (CALANDRO PARCEL) PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX B The historical use of the Univar property and the current and anticipated uses of the MSD properties and properties within 500 feet are described below. Historical Site Use — Un ivar Property The Univar property was agricultural land until developed in 1968 by VW &R. The facility was used for packaging, blending, and distribution of chemical products including VOCs, alcohols, acids, and caustics from 1968 until facility shut down in 1986. In 1987 the facility operations had moved to another location and the facility was decommissioned. The Univar property included within this MSD is the western portion of the original 13 -acre Univar facility (the remaining portion of the former facility was redeveloped and is now occupied by SoftLayer Technologies). The Univar parcel is now used solely for surface parking of tractor - trailers for the retailer Tuesday Morning. The MSD Applicant intends to continue to utilize the property for commercial purposes (rental by Tuesday Morning) and for redevelopment of the property for a mixture of commercial /residential purposes. Use of Other Parcels Included in the Univar MSD Site Current uses of properties within the MSD boundary are summarized below. PARCEL ADDRESS PROPERTY OCCUPANT/USE 4630 Nall Road Bell & McCoy, Inc.- manufacturer's representative for various lighting and building control products 13810 Welch Road Freedom Furniture & Design Showroom 13725 Welch Road Tesla Motors - offices and automotive service center for Tesla automobiles 13735 Welch Road Mittal Brothers - importer and wholesaler of colored gemstones 13835 Welch Road Big Game Sports — manufacture of collegiate and custom footballs The Site is located within a commercial /industrial area of Farmers Branch. A general layout of the area is shown in within the proposed MSD - boundary on Figure 3 in Appendix C. Use of Area Properties The MSD Site is situated in the eastern end of the City in an area that is zoned for light industrial use. All of the properties in the vicinity of the MSD Site are used for warehousing, light manufacturing /assembly, distribution, or as showrooms for various household products (furniture /fixtures, etc.). City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX C Ten Figures are attached in this section depicting relevant Site information including location, topography, sampling locations, groundwater gradient, zones of affected groundwater above the RRS -3 MSCs as well as the affected zones above groundwater ingestion PCLs. A brief summary of each Figure is below: • Figure 1: A topographic map depicting the Site and surrounding area, and locations of the nearest surface water bodies to the north, beyond Sigma Road. • Figure 2: This figure depicts the boundaries of the parcels that comprise the MSD Site superimposed on a base map from DCAD showing parcel boundaries. • Figure 3: This Figure depicts the MSD Site boundary on a current aerial photograph. • Figure 4: Depicts the locations of groundwater monitoring wells completed at the Site, the subsurface bedrock trough, and the contours depicting groundwater flow direction through the trough. • Figure 5: Concentration map showing the single VOC that exceeds the RRS -3 closure criteria for groundwater (VC). • Figures 6 through 9: Concentration maps for the principal VOCs that exceed ingestion PCLs in groundwater (VC, 1,1 -DCE, cis -1,2- dichloroethene [cis- 1,2 -DCE], and benzene) as well as the ingestion PCLE zones for each. Where an exceedance of the RRS -3 values occurs, these areas are also depicted on the appropriate maps. • Figure 10: Concentration map for five VOCs reported above ingestion PCLs in only one or two wells: PCE, TCE, 1,1,2 - trichlorothane (1,1,2 -TCA), 1,2- dichloroethane (1,2 -DCA) and methylene chloride (MC) as well as the associated ingestion PCLE zones. The depth to the affected groundwater over the past 2 to 3 years has varied from 5 to 12 feet bgs. The typical depth to water (average of all the wells) is 6.5 to 8 feet bgs. The MSD Site is not included within the 100 -year floodplain (FIRM maps depict the Site located within "Zone X ", areas determined to be outside the 0.2% annual chance floodplain). City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division f ELT -ow qu t � - v - H( — LTw4v ,'f RR (( rn RwR — RRCYTDx. DR D RD .6 �'. .,� .�.7a.- p� RP _ y r 4 _ V +. csu r ¢C11EY Yl - __ D - t4SCC �1 ^'•`yY C /Pky1lP�N� _ -/` Cill4�'1 L� . _ IA 4AAY 1 RP � } • _ — - — i a - N,01 5lYMlNItD CAlf• ^ - - L - - - - CMARaSTOOW DR ' T - S.4invHlx VR _ x£al!(ERHR'J 6RD £LdrID 4N O £C fAWN IW Pqw n4 ,f ` fL4DGES,RGD . -,�_R W/F NSTiwwNL F'Iy•. R 3II PIPGf51DF fM -_ 1 dDII BAw(lurn � yMCR£ PR �' �--w+lL0wAl0(,�DR✓ - ' n i Source- USGS National Map, ' - �- Addison Quadrangle (2017) DC£R VSLIEtOR � � NAfMwC>UD iw Legend Figure 1 Approximate MSD Boundary (Subject to Metes & Bounds, Appendix A.) Site Location Univar MSD Properties Farmers Branch, Texas 0 1,000 2,000 4,000 Feet < SCALE: 1"=2,000' 5/11/2017 1 W &M Project No.: 179.184 1 Drawn by: JR Checked by: FC Revised by: JPM ©ooa& aoc a 0 Q Im ght,of Way-( ' Calandro E )evelopment, Inc. 13835 Welch Rd.1 © SEELCCO Street P Mittal Surinder Partners, Ltd. 13735 Welch Rd. 13810 Welch Rd. O Rolex Properties }� 13725 Weld Rd. 5 &6P(M G30&D City Right of Way1(= ROW -)7 q&dd Q @&P Bell & McCoy, Inc. 4630 Nall Rd. Univar (Van Waters & Rogers, Inc.) 4707AIpha Rd. L Approximate MSD Boundary (Subject to Metes & Bounds, Appendix A.) 0 Dallas CAD Parcel Boundaries - - - - - Individual MSD Parcel Boundaries 0 125 250 500 Fcet SCALE: 1"=250' 7/6/2017 1 W &M Project No.: 179.184 1 Drawn by: JR I Checked by: FC I Revised by: JPM Source: Dallas Central Appraisal District Figure 2 Site Layout Univar MSD Properties Farmers Branch, Texas CJ)V&M L 1 lot rr It . ,1 "4 I« VNIG9 [RUM) s a Sa r AL aa , �.1 1 Ec It a gG166- G30L�Q LL 810 Ma Wag- - Z �. �, � ,_, 1. • � '� N � ' OL Legen Approximate MSD Boundary (Subject to Metes & Bounds, Appendix A.) ® Univar Parcel 0 125 250 500 Feet SCALE: 1 " =250' 7/6/2017 1 W &M Project No.: 179.184 1 Drawn by: JR I Checked by: FC I Revised by: JPM PA--4W4rJ'I . r;&ej) a� Source: Dallas CentralA PP raisal Distri�,. Texas Orrthoimagery Program (10/20 Wr 'f` 15) Figure 3 MSD Boundary Univar MSD Properties Farmers Branch, Texas (J)v&M —CHANNETE eox CuLVEat L FARMERS BRANCH CREEK . L Z OLIN ROAD �o O Q S U J W 3 Z i N g 0 I ♦♦ SIGMA ROAD I oDMW -1 ♦ �� CONCRETE ♦, W586.46 O IN s � ♦♦ I ,// ♦ ��jO ♦♦ ♦ I ONE STORY WAREHOUSE n/ v/ I I/ DMW -3 ♦♦ ♦♦ 595.64 ♦ o ♦ , ♦ ♦♦ 11115� ,/ ♦ I DMW -4 597.24 ONE STORY WAREHOUSE ♦♦ NALL ROAD MW-6 X2 598. MW -6 INJECTION TRENCH a ORW -3 ORW -1 598.37 ORW -2 598.70 i DMW -2 5 98.13 I 1 ........... ...... , - - - -- F I ♦ 4630 NALL ROAD I Vented Fire Hydrant !` ti I �` ��♦ �' I i 1 ONE STORY WAREHOUSE q LEGEND ♦ ♦ 60� IONE STORY WAREHOUSE I ,♦ CONTOUR OF EQUAL WATER LEVEL o —+— DIRECTION OF GROUNDWATER FLOW ♦ — MONITORING /OBSERVATION WELL I I 1 • 601.93 s 602.10 ��0 tk OW MW 3R MW 4R a 602.08 GROUNDWATER ELEVATION -8& o— � NM NOT MEASURED Q — -- __ — 60�='' �! x I w FACE OF BUILDING -- T Fj�� � I FIRE HYDRANT I 3 I j OW -1Q 606.95 o OFFSITE RECOVERY WELL I 606 • OW -1 Trench s OW -2" OW -6 606.27 - 606.20 — STORM SEWER LINE I REMEDIATION • I BUILDING ; OW -5 606.62 Q 00 R' ' ' UNIVAR ! 06.5 PROPERTY • 606.53 � PROPERTY LINE I j OW -7 �1 ,c • 606.62 I • APPROXIMATE I O E LlM TS OF � GROUNDWATER AND 1 OFFICE BUILDING 60 1 0 606 BEDROCK TROUGH I 606.29 I • bll 0 LZ I -- 604 I 0000000000 10000000 t000 I 0 • - -604 ALPHA ROAD , 0 6 ! s &UMW -3 604.95 c Z i N g 0 I ♦♦♦ (0.949 ♦♦ i ONE STORY WAREHOUSE Vented Fire Hydrant APPROXIMATE LIMITS OF GROUNDWATER AND BEDROCK TROUGH LEGEND I i �I 1 I r�l �I D W -4 •♦ 0.0051 • DMW -2 0.021 ONE STORY WAREHOUSE 0.0026 •i♦ A4W — 6 ,---� o ♦♦ 0.0393 • MW -6 ORW -3 ORW -1 • <0.002 ORW -2 •• 0.0029 �. 4630 NALL ROAD • • • • • • • NALL ROAD INJECTION TRENCH ONE STORY WAREHOUSE FRANK W. CLARK (; EOLOGY t 1( -ENS1; NO 3467 ,CE N S�9r. It',- 0.0031 0'0 8 27 so MW -4R i OW —g& mw 3R 0.0011 • ----- t- - - - - -- ----------- ♦z--- - - - - -- JSE o • • 0.0813 JI + ow— I � 0.123 �•_ ♦• _ • OW -1 Trench — — — OW- 6 0.0874 REMEDIATION i 00- DW -5 BUILDING 52.97 U OW -3 NIVAR R..W. 0.0452 I PROPERTY ; 0.047 FD �I ■ ■ PROPERTY LINE o OW -7 ■ 0.0017 ■ ■ j OFFICE BUILDING &Ow 4 0.0016 o • • p UMW— 1 • 9 0.128 to 0000000000 ; 0000 00oa o o o I • • o ALPHA ROAD �I of ♦ of LWJ I . � 0.087 VINYL CHLORIDE CONCENTRATION SEPT -NOV 2016 (mg /L) AFTER INJECTIONS DIRECTION OF GROUNDWATER FLOW s MONITORING /OBSERVATION WELL / / / / /// FACE OF BUILDING BOLD REPORTED SAMPLE EXCEEDED THE RRS -3 OF 0.32 mg /L FD FIELD DUPLICATE b FIRE HYDRANT o OFFSITE RECOVERY WELL — — — — — STORM SEWER LINE — — — — — AREA EXCEEDING THE RRS -3 ASSESSMENT VALUE = (0.32 mg /L) NOTES: TCEQ— APPROVED RRS -3 BASELINE RISK ASSESSMENT VALUE = (0.32 mg /L) UMW -3 <0.001 0 50 100 SCALE IN FEET (APPROX.) TCEQ INGESTION PCL VALUE = (0.002 mg /L) BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LLC. i i i $ ONE STORY WAREHOUSE FRANK W. CLARK (; EOLOGY t 1( -ENS1; NO 3467 ,CE N S�9r. It',- 0.0031 0'0 8 27 so MW -4R i OW —g& mw 3R 0.0011 • ----- t- - - - - -- ----------- ♦z--- - - - - -- JSE o • • 0.0813 JI + ow— I � 0.123 �•_ ♦• _ • OW -1 Trench — — — OW- 6 0.0874 REMEDIATION i 00- DW -5 BUILDING 52.97 U OW -3 NIVAR R..W. 0.0452 I PROPERTY ; 0.047 FD �I ■ ■ PROPERTY LINE o OW -7 ■ 0.0017 ■ ■ j OFFICE BUILDING &Ow 4 0.0016 o • • p UMW— 1 • 9 0.128 to 0000000000 ; 0000 00oa o o o I • • o ALPHA ROAD �I of ♦ of LWJ I . � 0.087 VINYL CHLORIDE CONCENTRATION SEPT -NOV 2016 (mg /L) AFTER INJECTIONS DIRECTION OF GROUNDWATER FLOW s MONITORING /OBSERVATION WELL / / / / /// FACE OF BUILDING BOLD REPORTED SAMPLE EXCEEDED THE RRS -3 OF 0.32 mg /L FD FIELD DUPLICATE b FIRE HYDRANT o OFFSITE RECOVERY WELL — — — — — STORM SEWER LINE — — — — — AREA EXCEEDING THE RRS -3 ASSESSMENT VALUE = (0.32 mg /L) NOTES: TCEQ— APPROVED RRS -3 BASELINE RISK ASSESSMENT VALUE = (0.32 mg /L) UMW -3 <0.001 0 50 100 SCALE IN FEET (APPROX.) TCEQ INGESTION PCL VALUE = (0.002 mg /L) BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LLC. I N j V N 0 0 �o c� Q ,o m 0 J E c 0 Q ' Lv m I s J ON CULVERT FARMERS BRANCH CREEK .L Z 0� I OLIN ROAD �o NOTES: TCEQ — APPROVED RRS -3 BASELINE RISK ASSESSMENT VALUE _ (0.32 mg /L) TCEQ INGESTION PCL VALUE = (0.002 mg /L) BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LLC. DMW -4 **, 0.0051 MW -2 0.002fi ,�, NALL ROAD .021 W_6 MW -6 INJECTION TRENCH I I ooa000a000 o I ALPHA ROAD I � s ONE STORY WAREHOUSE s MW -4R 0.0011 • 1 1 1 PROPERTY LINE 1 a It 1— s UMW -3 <0.001 �Aof� '11-3117 1 Vented Fire Hydrant' ' I LEGEND I 0.087 VINYL CHLORIDE CONCENTRATION (SEPT. 2016)(mg /L) I 0.0024 VINYL CHLORIDE CONCENTRATION (NOV. 2016)(mg /L) AFTER INJECTIONS CONTOUR OF APPROXIMATE SAME CONCENTRATION I —+► DIRECTION OF GROUNDWATER FLOW MONITORING /OBSERVATION WELL I I FACE OF BUILDING ND NOT DETECTED ABOVE LABORATORY REPORTING LIMITS ° I NS NOT SAMPLED wl BOLD/BOLD I 3 REPORTED SAMPLE EXCEEDED THE I RRS -3 OF 0.32 mg /L FD FIELD DUPLICATE I -6 FIRE HYDRANT 11 I V G OFFSITE RECOVERY WELL I 00' R. — — STORM SEWER LINE _ _ AREA EXCEEDING THE RRS -3 ASSESSMENT I I VALUE = (0.32 mg /L) I I AREA EXCEEDING THE INGESTION I ---�- �-- -� — �-� PROTECTIVE CONCENTRATION LEVEL (PCL) VALUE = (0.002 mg /L) APPROXIMATE LIMITS OF GROUNDWATER AND I BEDROCK TROUGH NOTES: TCEQ — APPROVED RRS -3 BASELINE RISK ASSESSMENT VALUE _ (0.32 mg /L) TCEQ INGESTION PCL VALUE = (0.002 mg /L) BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LLC. DMW -4 **, 0.0051 MW -2 0.002fi ,�, NALL ROAD .021 W_6 MW -6 INJECTION TRENCH I I ooa000a000 o I ALPHA ROAD I � s ONE STORY WAREHOUSE s MW -4R 0.0011 • 1 1 1 PROPERTY LINE 1 a It 1— s UMW -3 <0.001 �Aof� '11-3117 1 a I N N, O V Q I I 0 �a °o j Q F 0 0 h Li CONCRETE gOx cuLVntr FARMERS BRANCH CREEK CHANNEL ZW °� OLIN ROAD O� MOO' R. .W. ............. I I of 0 I J W ♦ , SIGMA ROAD I ok 04 o Q m D♦ M W -1 0.0069 ♦ ♦ ♦ , ♦♦ W a ♦ �♦ ♦ ♦, CONCRETE LLJ DM W — 3 0.921 0.0206 3 N ♦I I I I I I ♦♦ ♦♦ ♦♦ ♦♦ I <0.001 ONE STORY i I DMW -2 _ WAREHOUSE I 0.004 <0.0 ONE STORY WAREHOUSE ♦ NALL ROAD ORW -3 OR , ♦♦ MW -6 INJECTION TRENCH <0.001 OR —2 ♦♦ I ♦ <0. 01 Vented Fire Hydrant _ _ — LL LEGEND ♦ 463 NA ROAD ♦ I- I � ♦♦ I 0.087 1,1— DICHLOROETHENE CONCENTRATION (SEPT. 2016)(mg /L) I �, 0.0206 1,1— DICHLOROETHENE CONCENTRATION (NOV. 2016)(mg /L) ♦ I ONE STORY WAREHOUSE AFTER INJECTIONS I I , CONTOUR OF APPROXIMATE 0' SAME CONCENTRATION I ♦ ON STORY WAREHOUSE MONITORING /OBSERVATION WELL ( ♦♦ • //Z///Z FACE OF BUILDING ♦ MW� 3R MW -4R ND NOT DETECTED ABOVE LABORATORY i 0 0 —8 0.014 0.00098J REPORTING LIMITS — NS NOT SAMPLED I • ; FD OW -1 FIELD DUPLICATE 0.0052 J ESTIMATED VALUE I (q • �� �» & OW-2 s OW -1 ench 0.0287 BOLD REPORTED SAMPLE EXCEEDED THE • 0 018 j RRS -3 OF 2.2 mg /L FOR 1,1 -DCE I REMEDIATION • SOW -5 BUILDING • 1.05 I j 1.9 -6 FIRE HYDRANT • • SOW -3 OFFSITE RECOVERY WELL UNIVAR • 0.0093 1 0o R. PROPERTY • 0.0 1 1 — — STORM SEWER LINE I 1 PROPERTY LINE AREA EXCEEDING THE INGESTION I • 1 PROTECTIVE CONCENTRATION LEVEL (PCL) I I • VALUE _ (0.007 mg /L) ( • O0 001 -� APPROXIMATE LIMITS OF 1 GROUNDWATER AND OFFICE BUILDING BEDROCK TROUGH I I cl • SOW -4 <0.001 I � • �• UMW -1 I Ks 0.0137 I1 I is 0000000000 ; 0 00 000 000 • ALPHA ROAD , b 0 I • UMW -3 0.0026 NOTES: TCEQ — APPROVED RRS -3 BASELINE RISK ASSESSMENT VALUE = (2.2 mg /L) TCEQ INGESTION PCL VALUE = (0.007 mg /L) BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LLC. 17 I 0 3 v 0 I v 0 O era N O F 0 v 0 y J �.i EI... Box cuwcnr - FARMERS BRANCH CREEK °w I OLIN ROAD -0 I I � I ................. I U I J w I ♦,, SIGMA ROAD I o Q DMW -1 0.0136 ♦ ♦ CONCRETE LAJ m I , ♦ I ♦ I I ♦ ❑ ♦ I ♦ I ♦♦ DMW -3 I ,♦ ♦ 1.940 I ♦, ♦ ♦, 0.0249 ,♦ 0 00054J ♦♦ ONE STORY ( DMW -2 _ WAREHOUSE ( 0.0048 0. 001 Q C ORW - -3 <0.001 ORW I ♦ Vented Fire Hydrant <O.00 LEGEND 0.087 Cis- 1,2- DICHLOROETHENE CONCENTRATION (SEPT. 2016)(mg /L) 0.0249 Cis -1,2- DICHLOROETHENE CONCENTRATION (NOV. 2016)(mg /L) AFTER INJECTIONS CONTOUR OF APPROXIMATE SAME CONCENTRATION MONITORING /OBSERVATION WELL FACE OF BUILDING ND NOT DETECTED ABOVE LABORATORY REPORTING LIMITS NS NOT SAMPLED FD FIELD DUPLICATE J ESTIMATED VALUE BOLD REPORTED SAMPLE EXCEEDED THE RRS -3 OF 130 mg /L FOR Cis- 1,2 -DCE -6 FIRE HYDRANT OFFSITE RECOVERY WELL - - - - STORM SEWER LINE AREA EXCEEDING THE INGESTION PROTECTIVE CONCENTRATION LEVEL (PCL) VALUE = (0.070 mg /L) APPROXIMATE LIMITS OF GROUNDWATER AND BEDROCK TROUGH ONE STORY WAREHOUSE NALL ROAD RW \ ♦♦♦ MW -6 INJECTION TRENCH ro4z) ♦z 1 I ♦ 4630 NALL ROAD I � I , I ONE STORY WAREHOUSE —] ......... r I i ! MW- 3R MW -4R • OW -8® 0.0593 0.0047 �-- - -JL 1 OW -1 L 0.0955 (� W.7777777777777711 s OW -2� ♦__ OW -1 Trench O _6 0.0052 � 0394 � REMEDIATION 1 OW -5 BUILDING 0.76 I 2.62 J SOW 3 � i I jl� NOTES: TCEQ- APPROVED RRS -3 BASELINE RISK ASSESSMENT VALUE = (130 mg /L) TCEQ INGESTION PCL VALUE = (0.070 mg /L) BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LLC. )SE 1 UNIVAR 1 PROPERTY 1 - 0.048 0.052 FD � 1 PROPERTY LINE 10 OW -7 I • 0.00074J 1 IOFFICE BUILDING • &OW -4 • <0.001 UMW -1 0.0078 It 0000000000 1000000 a 1 000 ' ALPHA ROAD I r a O 0 UMW -3 0.0093 4.0.... CONCRETE eox CULVERT -- FARMERS BRANCH CREEK CHANNEL 0zw ow OLIN ROAD O0 n I CF 60.00' R. .W. I I of of U ♦ 3' i SIGMA ROAD I o Q DMW -1 <0.001 ♦ , CONCRETE LLJ m I ' ♦ I ♦ ♦ I ONE STORY ♦, ♦ I WAREHOUSE ♦I DMW -3 I '♦ 0.0328 ♦, '�♦ <0.001 Lj ofN I z , 3 ♦ ♦ +4 I 0 0114 ONE STORY I DMW -2 '♦ NALL ROAD WAREHOUSE 0.0608 MW -6 .079 Q .008 %♦ MW -6 INJECTION TRENCH ORW -3 RW -1 0.0205 ORW -2 0.050 Vented Fire Hydrant - - - 4630 /ALL ROAD �� I- LEGEND ° '♦ 0.087 BENZENE CONCENTRATION (SEPT. 2016)(mg /L) I ♦, i ONE STORY WAREHOUSE 0.152 BENZENE CONCENTRATION (NOV. 2016)(mg /L) AFTER INJECTIONS I ; ' ♦♦ CONTOUR OF APPROXIMATE . ONE STORY WAREHOUSE 0' SAME CONCENTRATION --� DIRECTION OF GROUNDWATER FLOW MONITORING /OBSERVATION WELL I I I 0.00078) e e MW -4R ; 1 OW -8& MW -3R <0.001 FACE OF BUILDING - - - - - - - - • - - Q� o I • ND NOT DETECTED ABOVE LABORATORY ow- 1 1 REPORTING LIMITS I C) ( i W& 1 g 7777777777= .00094J NS NOT SAMPLED I • W -1 Trench & W -2& - OW -6 FD FIELD DUPLICATE 0.0638 REMEDIA T ION • OW -5 J ESTIMATED VALUE BUILDING • 0.0784 0.152 1 BOLD REPORTED SAMPLE EXCEEDED THE I r e RRS -3 OF 38 mg /L UNIVAR • OW -3 1 .00' R... 0.051 7 PROPERTY • 1 0.0528 FD 1 -6 FIRE HYDRANT I 1 PROPERTY LINE OFFSITE RECOVERY WELL i • 11 1 - - STORM SEWER LINE I I • OW -7 11 • 0.0037 AREA EXCEEDING THE INGESTION • t ---�- PROTECTIVE CONCENTRATION LEVEL (PCL) I • OFFICE BUILDING VALUE = (0.005 mg /L) APPROXIMATE LIMITS I ♦ SOW -4 � <0.001 GROUNDWATER AND BEDROCK TROUGH I i UMW -1 I 1 0.009 it 1 1000- 00000- 00 o 00 0 0 000 1. rll_r r"T" • ALPHA ROAD • I � AM/ K/ NOTES: TCEQ- APPROVED RRS -3 BASELINE RISK ASSESSMENT VALUE _ (38 mg /L) TCEQ INGESTION PCL VALUE _ (0.005 mg /L) � BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. 'TJ FRANK IV. CLARK E-• DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LIC. O GwEnLUCY LICENSE Nn. 3467�� 1111-7 17 UMW -3 <0.001 �o N 0 O 0 V R V O N O 0 0 J ti V Z O U O � M ♦,, SIGMA ROAD o Q CO DMW -1 0.0016 (T CE) , , CONCRTE ``♦ ♦ ♦ a DMW -3 0.0084J ♦, ND 0 LLj 3 ♦ ONE STORY WAREHOUSE Vented Fire Hydrant LEGEND 0.002 CVOC CONCENTRATION (SEPT. 2016)(mg /L) 0.0024 CVOC CONCENTRATION (NOV. 2016)(mg /L) AFTER INJECTIONS (PARENT= TCE, PCE, OR 1,1,1 —TCA) CONTOUR OF APPROXIMATE SAME CONCENTRATION s MONITORING /OBSERVATION WELL FACE OF BUILDING ND NO PARENT MATERIAL WAS DETECTED FD FIELD DUPLICATE J ESTIMATED VALUE TCE TRICHLORETHENE PCE TETRACHLOROETHENE 1,1,2 —TCA 1,1,2— TRICHLORETHANE 1,2 —DCA 1,2— DICHLOROETHANE MC METHYLENE CHLORIDE -6 FIRE HYDRANT OFFSITE RECOVERY WELL — — — — — STORM SEWER LINE AREA EXCEEDING THE INGESTION PROTECTIVE CONCENTRATION LEVEL (PCL) (SEE VALUES BELOW) OLIN ROAD I CF .00' R. .W. I I of QI O Or UIW I I I I I I I I I, I' I ♦I I. I♦ ,1) I-CA) ` I DMND 4 DMW -2 ND M N_ D 6 .I C ORW' 3 \ ND ORW -2 ND ONE STORY WAREHOUSE NALL ROAD ND `♦ MW -6 !NJECTION TRENCH RW -1 4630 NALL ROAD s 1! ONE STORY WAREHOUSE 0.0029 TCE I I • BMW -4R OW -8& MW -3R Na- ND _ � — — 1 w l j 0 ND1s ND 4f 3 1 q • O B 6 OW -2" it �-I — -- OW Trench ND REMEDIATION • OW -5 0.0105, 0.0764(TCE) BUILDING • 0.0056J, 0.0277(PCE) 0.0279 (1,1,2 —TCA) 1 I • � r 0.0154 (1,2 —DCA) t U N IVAR • O ND 3 1 0.0113 (MC) 000' R.¢. PROPERTY • PROPERTY LINE � rl I j • I • ;1 I • OW -7 r • ND • ' OFFICE BUILDING Cl OW -4 ND I� UMW -1 11 It ND 0000000000 ; 0000 000 000 ALPHA ROAD , 0 I • , • UMW -3 0.026 (TCE) APPROXIMATE LIMITS GROUNDWATER AND BEDROCK TROUGH i I NOTES: TCEQ INGESTION PCLs: TCE VALUE _ (0.0005 mg /L) PCE VALUE _ (0.005 mg /L) 1,1,2 —TCA VALUE _ (0.005 mg /L) 1,2 —DCA VALUE _ (0.005 mg /L) MC VALUE _ (0.005 mg /L) BASE MAP AND DEPICTION OF RRS -3 EXCEEDANCES PREPARED BY AECOM. DEPICTION OF INGESTION PCL EXCEEDANCE ZONE PREPARED BY W &M ENVIRONMENTAL GROUP, LLC. 1 )SE zll,(7117 FARMERS BRANCH PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION 9 Several VOCs are present above the laboratory sample detection limits (SDLs) in the groundwater plume. The Groundwater Analytical Summary (Table E -1 in Appendix E) contains the concentrations of individual COCs in groundwater, and the respective ingestion PCLs and RRS -3 values developed for the project (risk -based cleanup levels). Vinyl chloride is the only compound that currently exceeds a RRS -3 closure criterion under the Univar Agreed Order. Vinyl chloride exceeds the RRS -3 value of 0.32 mg /L in well OW -5 on the Univar property (2.97 mg/L), and in well DMW -3 located in the City right -of- way downgradient from the Univar property (9.949 mg /L). Refer to Appendix C, Figure 5, which maps the two locations where VC is present above the Agreed Order closure criteria. The following nine compounds exceed a TRRP Tier I ingestion PCL in at least one well: TCE; PCE; 1,1 -DCE; cis -1,2 -DCE; 1,1,2 -TCA; 1,2 -DCA; MC; benzene, and VC. A summary of the ingestion PCL Zone for each COC is provided below. Vinyl Chloride (VC) Highest Concentration 2.97 mg/L (at OW -5 on 11/14/2016) Ingestion PCL - RRS -3 Value 0.005 mg/L - 0.32 mg/L Ingestion PCLE Zone Vinyl chloride is one of the final biodegradation or "daughter" products The RRS -3 Agreed Order closure criteria has been met for this COC. resulting from the chlorinated compounds in groundwater at the Site. The RRS -3 Agreed Order closure value is exceeded in two wells. VC is The TRRP ingestion PCLE zone corresponds to three areas, with the spots present above the TRRP Tier 1 screening PCL across most of the bedrock in between possible remediated to below PCLs by ongoing injections and trough from the southern portion of the Univar property up to Sigma Road other response actions. The affected groundwater zones are located in the (refer to ingestion PCLE Zone mapped in Figure 6). The estimated southern, central and northern portions of the MSD Property as depicted ingestion TRRP PCLE Zone for VC is approximately 8 acres. Non-ingestion PCL 3.8 mg/L Non-ingestion PCLE zone None 1,1- Dichloroeth lene (1,1- CE) Highest Concentration 1.90 mg/L at OW -5 on 11/14/2016 Ingestion PCL - RRS -3 Value 0.007 mg/L - 2.2 mg/L RRS -3 Exceedances and The RRS -3 Agreed Order closure criteria has been met for this COC. TRRP Ingestion PCLE Zone The TRRP ingestion PCLE zone corresponds to three areas, with the spots in between possible remediated to below PCLs by ongoing injections and other response actions. The affected groundwater zones are located in the southern, central and northern portions of the MSD Property as depicted in Fi ure 7. The estimated TRRP PCLE Zone for 1,1 -DCE is 4.5 acres. Non-ingestion PCL 1,700 mg/L Non-ingestion PCLE zone None City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH Cis- 1,2- Dichloroeth lene (cis -1,2 -DCE) Highest Concentration 2.62 m /L (at OW -5 on 11/14/2016) Ingestion PCL -RRS -3 Value 0.070 m /L - 130 m /L RRS -3 Exceedances and The RRS -3 Agreed Order closure criteria has been met for this COC. Ingestion PCLE Zone 500 m /L Non-ingestion PCLE zone The TRRP ingestion PCLE zone corresponds with two small areas in the central portions of the MSD Site (see Figure 8). The estimated TRRP PCLE Zone for cis -1,2 -DCE is approximately 0.6 acres. Non-ingestion PCL 1,200 m /L Non-ingestion PCLE zone None Benzene Highest Concentration 0.152 m /L (at OW -5 on 11/14/2016) Ingestion PCL - RRS -3 Value 0.005 mg /L - 38 mg /L RRS -3 Exceedances and The RRS -3 Agreed Order closure criteria has been met for this COC. Ingestion PCLE Zone 500 m /L Non-ingestion PCLE zone The TRRP ingestion PCLE zone corresponds to three separate areas located in the southern, central, and north central portions of the MSD Site as depicted in Figure 9. The estimated PCLE Zone for benzene is 2.5 acres. Non-ingestion PCL 180 m /L Non-ingestion PCLE zone None Trichloroethene (TCE) Highest Concentration 0.0764 m /L (at OW -5 on 11/14/2016 Ingestion PCL - RRS -3 Value 0.005 mg/L - 66 mg /L RRS -3 Exceedances and The RRS -3 Agreed Order closure criteria has been met for this COC. Ingestion PCLE Zone 500 m /L Non-ingestion PCLE zone The TRRP ingestion PCLE zone corresponds to two separate areas, one in the far southern end of the MSD Site, and the second in the northern portion of the Univar parcel, depicted in Figure 10. The estimated TRRP PCLE Zone for TCE is 0.8 acres. Non-ingestion PCL 24 m /L Non-ingestion PCLE zone None Tetrachloroethene PCE Highest Concentration 0.0277 m /L at OW -5 on 11/14/2016 Ingestion PCL - RRS -3 Value 0.005 mg /L - 410 mg /L RRS -3 Exceedances and Ingestion PCLE Zone The RRS -3 Agreed Order closure criteria has been met for this COC. The TRRP ingestion PCLE zone corresponds one well, OW -5, as depicted in Fi ure 10. The estimated TRRP PCLE Zone for PCE is 0.3 acres. Non-ingestion PCL 500 m /L Non-ingestion PCLE zone None City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH 1,1,2 - Trichloroethane (1,1,2 -TCA) Highest Concentration 0.0279 m /L (at OW -5 on 11/14/2016 Ingestion PCL - RRS -3 Value 0.005 mg /L - 102 mg /L RRS -3 Exceedances and The RRS -3 Agreed Order closure criteria has been met for this COC. Ingestion PCLE Zone Ingestion PCLE Zone The TRRP ingestion PCLE zone corresponds one well, OW -5, as depicted The TRRP ingestion PCLE zone corresponds to one well, OW -5, as in Figure 10. The estimated TRRP PCLE Zone for 1,1,2 -TCA is 0.3 depicted in Figure 10. The estimated TRRP PCLE Zone for 1,2 -DCA is acres. Non-ingestion PCL 80 m /L Non-ingestion PCLE zone None 1,2- Dichloroethane (1,2-D A) Highest Concentration 0.0154 m /L at OW -5 on 11/14/2016 Ingestion PCL - RRS -3 Value 0.005 mg/L - 51 mg /L RRS -3 Exceedances and The RRS -3 Agreed Order closure criteria has been met for this COC. Ingestion PCLE Zone The TRRP ingestion PCLE zone corresponds one well, OW -5, as depicted The TRRP ingestion PCLE zone corresponds to one well, OW -5, as in Figure 10. The estimated TRRP PCLE Zone for methylene chloride is depicted in Figure 10. The estimated TRRP PCLE Zone for 1,2 -DCA is 0.3 acres. 0.3 acres. Non-ingestion PCL 33 m /L Non-ingestion PCLE zone None Methylene Chloride Highest Concentration 0.0113 m /L (at OW -5 on 11/14/2016 Ingestion PCL - RRS -3 Value 0.005 mg /L - 1,500 mg /L RRS -3 Exceedances and The RRS -3 Agreed Order closure criteria has been met for this COC. Ingestion PCLE Zone The TRRP ingestion PCLE zone corresponds one well, OW -5, as depicted in Figure 10. The estimated TRRP PCLE Zone for methylene chloride is 0.3 acres. Non-ingestion PCL 21,000 m /L Non-ingestion PCLE zone None Based upon the data from the latest 2016 sampling event, the TRRP ingestion PCLE Zones are depicted on Figures 6 through 10 in Appendix C. The vertical extent of the ingestion PCLE Zone is from the groundwater surface (at an average depth of 6.5 to 8 feet) to the top of the Austin Chalk confining unit, which lies approximately 10 to 15 feet below surface grade at portions of the Site. The chemical properties of the COCs detected above the ingestion PCLs are provided in the chemical abstracts and fact sheets located in this Appendix. In general, chlorinated VOCs are moderately soluble in groundwater (the three VOCs reported on this Site are soluble to concentrations between 220 mg /L and 4,930 mg /L). Their specific gravities are greater than 1.0, indicating they can "sink" in aquifers if introduced in sufficient concentration; however, there has been no indication of such phase- separated behavior in this case. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division Chemical Information Sheets are provided in this section for all chemicals identified in groundwater at the Site at concentrations above Ingestion PCLs. The information sheets are provided in alphabetical order, as follows: • benzene • 1,1- dichloroethene (1,1 -DCE) • cis -1,2- dichloroethene (cis -1,2 -DCE) • 1,2- dichloroethane (1,2 -DCA) • methylene chloride (MC) • tetrachloroethene (PCE) • trichloroethene (TCE) • 1,1,2- trichlorothane (1,1,2 -TCA), and • vinyl chloride (VC) Spectrum Laboratories : Chemical Fact Sheet - Cas # 71432 CASRN 71 -43 -2 ,'�� °1IIIII!iiElllll1�llll; VIII VIII "IIIIIIIIII�JIIIIllll' Chemical Fact Sheet Page 1 of 3 Chemical Abstract 71432 Number (CAS CASRN 71 -43 -2 Benzene Synonyms Cyclohexatriene Benzol EPA Method 502.2 EPA Method 503.1 EPA Method 524.2 Analytical EPA Method 602 Methods EPA Method 624 EPA Method 8021 EPA Method 8260 Molecular C6116 Formula Link to the National Library of Medicine's Hazardous Substances Database for more details on this compound. FR MEDICINAL CHEM, DYES, ORG CMPD, ARTIFICIAL LEATHER, LINOLEUM, OIL CLOTH, VARNISHES, LACQUERS; SOLVENT FOR WAXES, RESINS, OILS USE AS SOLVENT IS NOW DISCOURAGED Used for printing & lithography, paint, rubber, dry cleaning, adhesives & coatings, detergents Extraction and rectification; preparation and use of inks in the graphic arts industries; as a thinner for paints; as a degreasing agent CHEM INT FOR ETHYLBENZENE, CUMENE, CYCLOHEXANE, NITROBENZENE, MALEIC ANHYDRIDE, CHLOROBENZENES, DETERGENT ALKYLATE, ANTHRAQUINONE, BENZENE Use HEXACHLORIDE, BENZENE SULFONIC ACID, BIPHENYL, HYDROQUINONE, & RESORCINOL Benzol for pesticidal uses as been cancelled. It was in use alone or in formulations for screwworm control on animals. It was an ingredient of some early grain fumigants In the tire industry (McMichael et al, 1975), & in shoe factories (Aksoy et al, 1974), benzene is used extensively. Used primarily as a raw material in the synthesis of styrene (polystyrene plastics and synthetic rubber), phenol (phenolic resins), cyclohexane (nylon), aniline, maleic anhydride (polyester resins), alkylbenzenes (detergents), chlorobenzenes, and other products used in the production of drugs, dyes, insecticides, and plastics. Consumption by chemical industry in USA, 1977: 1.4 billion gallons annually. CHEM INT FOR ETHYLBENZENE, 49.1 %; CHEM T FOR CUMENE, 18.4 %; CHEM INT FOR CYCLOHEXANE, 15.1 %; CHEM INT FOR NITROBENZENE, 4.5 %; CHEM INT OR MALEIC ANHYDRIDE, 2.8 %; CHEM INT FOR CHLOROBENZENES, 2.5 %; CHEM INT FOR DETERGENT ALKYLATE, 2.4%; EXPORTS, 2.7 %; OTHER USES, 2.5% (1981 NON - GASOLINE USES) Demand: (1980) 1,586 Million Gal; Projected demand for (1984):1,708 Million Gal BENZENE RANKED 17TH IN 1981 & 1982 IN THE TOP 50 CHEMICAL PRODUCTION: ILLIONS OF LB: 7.87 (1982), 9.61 (1981). Ethylbenzene /styrene, 52 %; cumene /phenol, 22 %; clyclohexane, 15 %; nitrobenzene/aniline, 4.5 %; detergent alkylate, 2.5 %; chlorobenzenes, maleic anhydride and other, 3 %; exports, 1% (1984) USA Consumption benzene demand is projected to climb from 3.8% in 1987, to 5.7 million tons, and reach 6 million tons in 1990 (1987 and 1990) In Patterns future, coal will increasingly replace petroleum & natural gas as a source of hydrocarbons both for fuel & petrochemicals. Processes such as USA Steel Corporation's Clean Coke process, which yields 38% coke & 20% chemical by- products compared to 73% coke & 2% chemical by- products in conventional coking technology, should soon be used commercially. New coking, liquefaction, & gasification processes for coal are all potential sources of benzene. CHEMICAL PROFILE: Benzene. Ethylbenzene /styrene, 55 %; cumene /phenol, 21 %; cyclohexane, 14 %; nitrobenzene /aniline, 5 %; detergent alkylate, 3 %; chlorobenzenes, exports and others, 2 %. CHEMICAL PROFILE: Benzene. Demand: 1986: 1,603 million gal; 1987: 1,667 million gal; 1991 projected/: 1,790 million gal. (Includes imports; 155 million gal were imported in 1986.) Apparent Color CLEAR, COLORLESS LIQ ; RHOMBIC PRISMS OMATIC ODOR 3/16/2017 Spectrum Laboratories : Chemical Fact Sheet - Cas # 71432 CASRN 71 -43 -2 Odor Boiling Point 180.1 DEG C Page 2 of 3 Melting Point 5.5 DEG C Molecular Weight 7811 Density 0.8787 AT 15 DEG C/4 DEG C Odor BENZENE HAS DISTINCTIVE SRP: AROMATIC ODOR HOWEVER /WARNING PROPERTIES ARE INADEQUATE SINCE Threshold 100 PPM HAS IRRITATION RATING OF 0 & ODOR INTENSITY BETWEEN 1 & 2.4.68 PPM In air: 4.9 mg /cu in (characteristic Concentration odor), in water: 2.0 mg /1. Sensitivity Data Benzene is irritant to skin Benzene will enter the atmosphere primarily from fugitive emissions and exhaust connected with its use in gasoline. Another important source is emissions associated with its production and use as an industrial intermediate. In addition, there are discharges into water from industrial effluents and losses during spills. If benzene is released to soil, it will be subject to rapid volatilization near the surface and that which does not evaporate will be highly to very highly mobile in the soil and may leach to groundwater. It may be subject to iodegradation based on reported biodegradation of 24% and 47% of the initial 20 ppm benzene in a base -rich para - brownish soil in 1 and 10 weeks, respectively. It may be subject to biodegradation in shallow, aerobic groundwaters, but probably not under anaerobic conditions. If benzene is released to water, it will be subject to rapid volatilization; the half -life for evaporation in a wind -wave tank with a moderate wind speed of 7.09 m/sec was 5.23 hrs; the estimated half -life for volatilization of benzene from a model river one meter deep flowing 1 m/sec with a wind velocity of 3 m/sec is estimated to be 2.7 hrs at 20 deg C. It will not be expected to Environmental significantly adsorb to sediment, bioconcentrate in aquatic organisms or hydrolyze. It may be subject to biodegradation based on a Impact reported biodegradation half -life of 16 days in an aerobic river die -away test. In a marine ecosystem biodegradation occurred in 2 days after an acclimation period of 2 days and 2 weeks in the summer and spring, respectively, whereas no degradation occurred in winter. According to one experiment, benzene has a half -life of 17 days due to photodegradation which could contribute to benzene's removal in situations of cold water, poor nutrients, or other conditions less conductive to microbial degradation. If benzene is released to the atmosphere, it will exist predominantly in the vapor phase. Gas -phase benzene will not be subject to direct photolysis but it will react with photochemically produced hydroxyl radicals with a half -life of 13.4 days calculated using an experimental rate constant for the reaction. The reaction time in polluted atmospheres which contain nitrogen oxides or sulfur dioxide is accelerated with the half -life being reported as 4 -6 hours. Products of photooxidation include phenol, nitrophenols, nitrobenzene, formic acid, and peroxyacetyl nitrate. Benzene is fairly soluble in water and is removed from the atmosphere in rain. The primary routes of exposure are inhalation of contaminated air, especially in areas with high traffic, and in the vicinity of gasoline service stations and consumption of contaminated drinking water. TERRESTRIAL FATE: If benzene is released to soil it will be subject to rapid volatilization near the surface. That which does not evaporate will be highly to very highly mobile in soil and may leach to groundwater. The effective half -lives for volatilization without water evaporation from soil to benzene uniformly distributed to 1 and 10 cm in soil were 7.2 and 38.4 days, respectively. It may be subject to biodegradation based on reported biodegradation of 24% and 47% of the initial 20 ppm benzene in a based -rich para- rownish soil in 1 and 10 weeks, respectively. It may be subject to biodegradation in shallow, aerobic groundwaters, but probably not der anaerobic conditions. AQUATIC FATE: If benzene is released to water, it will be subject to rapid volatilization; the half -life for evaporation in a wind -wave tank with a wind speed of 7.09 m /sec was 5.23 hrs ; the estimated half -life for volatilization of benzene from a model river one meter deep flowing 1 m/sec with a wind velocity of 3 m/sec is estimated to be 2.7 hrs at 20 deg C. It will not be expected to significantly adsorb to sediment, bioconcentrate in aquatic organisms or hydrolyze. It may be subject to biodegradation based on a reported biodegradation half -life of 16 days in an aerobic river die -away test. In a marine ecosystem, biodegradation Environmental occurred in 2 days after an acclimation period of 2 days and 2 weeks in the summer and spring, respectively, whereas no degradation Fate occurred in winter. AQUATIC FATE: Evaporation was the primary loss mechanism in winter in a mesocosm experiment which simulated a northern bay where the half -life was 13 days. In spring and summer the half -lives were 23 and 3.1 days, respectively. In these cases biodegradation plays a major role and takes about 2 days . However, acclimation is critical and this takes much longer in the colder water in spring. According to one experiment, benzene has a half -life of 17 days due to photegradation which could contribute to benzene's removal. In situations of cold water, poor nutrients, or other conditions less conducive to microbial, photolysis will play a important role in degradation. ATMOSPHERIC FATE: If benzene is released to the atmosphere, it will exist predominantly in the vapor phase . Gas -phase benzene will not be subject to direct photolysis but it will react with photochemically produced hydroxyl radicals with a half -life of 13.4 days calculated using an experimental rate constant for the reaction. The reaction time in polluted atmospheres which contain nitrogen oxides or sulfur dioxide is accelerated with the half -life being reported as 4 -6 hours . Products of hotooxidation include phenol, nitrophenols, nitrobenzene, formic acid, and peroxyacetyl nitrate. Benzene is fairly soluble in water and is removed from the atmosphere in rain. Drinking DRINKING WATER: 113 public supplies, 1976, 7 sites pos, avg of positive sites <0.2 ppb . 5 USA cities, 1974 -5, 0 -0.3 ppb . Water Impact Contaminated drinking water wells in NY, NJ, CT, 30 -300 ppb; highest concn in drinking water from surface source, 4.4 ppb. 3 surveys of community water supplies: 0 of 1 I I pos; 7 of 113 pos, mean 4 ppb; 4 of 16 pos (0.95 ppb -max) . USA Groundwater Supply Survey (GWS, 1982, finished drinking water), 466 samples selected at random from 1000 in survey, 0.6% pos, 3 ppb median, 15 ppb 3/16/2017 Spectrum Laboratories : Chemical Fact Sheet - Cas # 71432 CASRN 71 -43 -2 Page 3 of 3 iax . Wisconsin drinking water wells, data through Jun 1984, 1174 community wells, 0.34% pos, 617 private wells, 2.9% pos(6). iROUNDWATER: Chalk Aquifer (UK), 210 m from petrol storage, 1 -10 ppb; Chalk Aquifer (UK), 120m from petrol storage, >250 pb; Chalk Aquifer (UK), 10 in from petrol storage, 1250 ppb; distances refer to benzene movement in groundwater. SURFACE VATER: 14 heavily industrialized with basins, 1975 -1976, 20% samples >I ppb and between 1 and 7 ppb . Lake Erie, 1975 -6, 0 -1 pb, I of 2 sites positive; Lake Michigan, 1975 -6, 0 -7 ppb, 5 of 7 sites positive. 700 random sites in US, 1975, 5.4 ppb avg . US EPA TORET database, 1,271 samples, 15.0% pos, 5.0 ppb median. SEAWATER: 5 -15 parts per trillion Gulf of Mexico, 1977, unpolluted reas; 5 -175 parts per trillion, Gulf of Mexico, 1977, anthropogenic influence. RAIN/SNOW: Detected in rainwater in Japan and in the 1K (87.2 ppb)(1,2). Benzene occurs in both ground water and surface public water supplies with higher levels occurring in ground later supplies. Based upon Federal drinking water surveys, approximately 1.3% of all ground water systems are estimated to contain enzene at levels greater than 0.5 ug /l. The highest level reported in the surveys for ground water was 80 ug /l. Approximately 3% of all arface water system are estimated to be contaminated at levels higher than 0.5 ug/l. None of the systems are expected to contain levels igher than 5 ug/l. EFFL: Wastewater from coal preparation plants, 0.3 -48 ppb ; wastewater from plants which manufacture or use enzene <1 -179 parts per trillion ; stack emissions from coking plants (Czechoslovakia), 15 -50 ppm ; stack emission estimates from heroical plants using emissions and worst case modeling at 150 in from source, less than or equal to 5 ppm . Groundwater at 178 'ERCLA hazardous waste sites, 11.2% pos. US EPA STORET database, 1,474 samples, 16.4% pos, 2.50 ppb median. Industries in (hich mean or max levels in raw wastewater exceeded 1 ppm are (number of samples, percent pos, mean, max, in ppm): raw /astewater: auto and other laundries (20 samples, 70% pos, <1.4 ppm mean, 23 ppm max), iron and steal manufacturing (mfg) (9 amples, 77.8% pos, <8.0 mean, 46 max), aluminum forming (32 samples, 56.2% pos, 0.70 mean, 2.1 max), photographic quipment/supplies (48 samples, 54.2% pos, 0.16 mean, 2.1 max), pharmaceutical mfg (9 samples, 100% pos, 12 mean, 87 max), rganic chemical/plastics mfg (number of samples not reported (NR), 63 detections, 22, NR), paint and ink formulation (36 samples, 3.9% pos, 1.2 mean, 9.9 max), petroleum refining (11 samples, number of pos NR, <0.10, 2.4), rubber processing (4 samples, 100% os, 0.60 mean, 3.4 max), timber products processing (14 samples, 92.9% pos, 0.2 mean, 2.8 max); treated wastewater: auto and other rundries (4 samples, 50% pos, 0.1 ppm mean, 0.2 ppm max), iron and steal manufacturing (mfg) (13 samples, 76.9% pos, <14 mean, 20 max), aluminum forming (21 samples, 81.0% pos, <0.0058 mean, 0.040 max), photographic equipment/supplies (4 samples, 100% os, 0.016 mean, 0.021 max), pharmaceutical mfg (6 samples, 100% pos, 1.8 mean, 10 max), organic chemical /plastics mfg (number of amples not reported (NR), 42 detections, 26, max NR), paint and ink formulation (24 samples, 62.5% pos, 0.39 mean, 3.8 max), etroleum refining (13 samples, NR, NR, 0.012), rubber processing (5 samples, 100% pos, <0.0077 mean, 0.010 max), timber products rocessing (5 samples, 60% pos, 0.010 mean, 0.033 max) . Industrial sources of wastewater pollution from benzene in ug/1 (avg; range): oal mining (2.6; 0 -15), textile mills ( <5; 0- 200), timber products processing (350; 0- 2,800), petroleum refining ( >100; ND), paint and ik formulation (1,200; 0- 9,900), gum and wood chemicals (180; 0 -710), rubber processing (610; 0- 3,400), auto and other laundries 340; 0- 23,000), pharmaceuticals (220; 0- 2,100), ore mining and dressing (2.1; 0 -4.2), steam electric power (45, ND), foundries (200; TD), leather tanning and finishing (19; 0 -150), nonferrous metals (11; 0 -160), iron and steel (2,000; 0- 43,000). From table DISCLAIMER - Please Read Return to Previous Page Florida � Florida - Spectrum List of Services Spectrum Environmental Services, Inc. Florida - Spectrum Homepage 3/16/2017 Spectrum Laboratories: Chemical Fact Sheet - Cas # 75354 CASRN 75 -35 -4 IIII 1111111111 IIIII 111 III III II III II Chemical Fact Sheet Page 1 of 3 Chemical Abstract 75354 Number (CAS CASRN 75 -35 -4 1, 1 -Dichloroethene 1, 1 -Dichloroethylene Synonyms Vinylidene chloride Ethene, 1, 1 -dichloro- EPA Method 502.2 EPA Method 524.2 EPA Method 601 Analytical EPA Method 624 Methods EPA Method 8010 EPA Method 8021 EPA Method 8260 Molecular L2H2Cl2 Formula Link to the National Library of Medicine's Hazardous Substances Database for more details on this compound. Used as comonomer, primarily with vinyl chloride. IN ADHESIVES; COMPONENT OF SYNTHETIC FIBERS. In the synthesis of the refrigerant 142b, 1- chloro -1,1- difluoroethane, is synthesized from 1, 1 -difluoroethane, vinylidene Use chloride & 1,1,1 - trichloroethane. A monomeric intermediate in the production of plastics, particularly the saran types. COMONOMER, ESP FOR FOOD PACKAGING & COATING RESINS. COMONOMER FOR MODACRYLIC FIBERS; UNISOLATED CHEMICAL INTERMEDIATE FOR 1,1,1- TRICHLOROETHANE. Chemical intermediate in production of chloracetyl chloride. Consumption Virtually all of the vinylidene chloride produced is used in the production of copolymers with vinyl chloride or Patterns acrylonitrile. A small percentage (4 %) of vinylidene chloride is used as chemical intermediates (1985). Apparent Color Colorless liquid Odor MILD, SWEET ODOR RESEMBLING THAT OF CHLOROFORM Boiling Point 31.7 DEG C @ 760 MM HG Melting Point -122.5 DEG C Molecular Weight 96.94 Density 11.2129 @ 20 DEG C/4 DEG C Odor MOST PERSONS CAN DETECT MILD BUT DEFINITE ODOR @ 1000 PPM IN AIR. SOME CAN DETECT IT @ Threshold 500 PPM. VAPORS CONTAINING DECOMP PRODUCTS HAVE DISAGREEABLE ODOR AND CAN BE Concentration DETECTED @ CONCN CONSIDERABLY LESS THAN 500 PPM. NEITHER ODOR NOR IRRITATING 3/1 6/2017 Spectrum Laboratories: Chemical Fact Sheet - Cas # 75354 CASRN 75 -35 -4 Page 2 of 3 PROPERTIES OF VINYLIDENE CHLORIDE IS ADEQUATE TO WARN OF EXCESSIVE EXPOSURE. Odor index @ 20 deg C: 1,300 Odor threshold (air) = 2000 -5500 mg /cu in Sensitivity or is irritating to eyes, nose, and throat. SKIN CONTACT WITH VR%YLIDENE CHLORIDE CAUSES Data IRRITATION, WHICH MAY PARTLY BE DUE TO HYDROQUINONE MONOMETHYL ETHER INHIBITOR. Environmental Impact Environmental Fate chloride (1, 1 -dichloroethylene) enters the atmosphere from its production and use in the manufacture of istics such as saran wrap. It is released in wastewater from plastics manufacturing and metal finishing. Releases to iter will primarily be lost to the atmosphere through evaporation. Once in the atmosphere it will degrade rapidly by otooxidation with a half -life of 11 hours in relatively clean air or under 2 hours in polluted air. If spilled on land, part the vinylidene chloride will evaporate and part will leach into the groundwater where its fate is unknown, but gradation is expected to be slow based upon microcosm studies. Vinylidene chloride would not be expected to into fish. Major human exposure is from occupational atmospheres. The general population may be used to low levels of vinylidene chloride in ambient air, indoor air, contaminated drinking water, and food which come in contact with plastic wrap which contains residual monomer. FATE: When spilled on land, vinylidene chloride will be lost partially by evaporation and partially by olation into the groundwater. Under anaerobic conditions, such as may occur in groundwater degradation to Iidene chloride may occur after many months. AQUATIC FATE: When released into water, vinylidene chloride primarily be lost by evaporation into the atmosphere with a half -life of 1 -6 days. Little of the chemical would be by adsorption onto the sediment. ATMOSPHERIC FATE: Vinylidene chloride is a photochemically reactive pound and when released to the atmosphere, it will degrade by reaction with hydroxyl radicals with a half -life of 11 -s. Under photochemical smog conditions, its half -life is much shorter ( <2 hr). DRINKING WATER: In a nationwide survey, vinylidene chloride was detected in 7.1 % of finished supplies from groundwater sources . In 1979, the highest reported concn was 0.1 ppb(1,3). Of 103 USA cities sampled, 1.9% pos, 0.36 mean ppb mean, 0.2 -0.51 ppb range in finished surface water. 13 USA cities sampled, 7.7% pos, 0.2 ppb mean and max, in finished groundwater(2,5). In a screening of 1174 community wells and 617 private wells in Wisconsin, 1 community and 3 private wells had detectable levels of vinylidene chloride(6). USA Groundwater Supply Survey (945 supplies derived from groundwater chosen both randomly and on the basis that they may contain VOCs) - 24 samples positive for vinylidene chloride, max 6.3 ppb(7). Mean and max cone of vinylidene chloride in 2 New Jersey supplies serving roughly 100,000 persons each ranged from 0.1 -0.2 and 0.9 -2.5 ppb, respectively(8). GROUNDWATER: Contaminated drinking water wells in New Jersey, Massachusetts and Maine had maximum vinylidene chloride concentrations of 280, 118, and 70 ppb, respectively. A 13 -US city survey of raw groundwater supplies resulted in 15.4% pos, and 0.5 ppb avg and max. Miami, Florida had 0.1 ppb vinylidene chloride in their raw drinking water supply. As reported by Aerojet - General Corp, vinylidene chloride was detected in several domestic and industrial well water samples in Sacramento, CA. SURFACE WATER: 3 tributaries and 7 of 8 sites on the Ohio River pos (4972 samples, 343 pos), 304 samples 0.1 to 1.0 ppb, 36 samples 1.0 to 10 ppb, and 3 samples >10 ppb . 2 of 4 cities with Drinking surface water contaminated with industrial, municipal, agricultural, and natural waste as a source of drinking water Water Impact supply contained vinylidene chloride in the raw water; of the pos supplies one contained <0.1 ppb and one was not quantified. In a survey of 105 USA cities using surface water supplies, no vinylidene chloride was detected in the raw water. EFFL: Detected, not quantified in effluent from USA latex and chemical manufacturing plants(1,2). 32 ppb - discharged from a chemical manufacturing plant, the Netherlands(1,2). Samples from the 4 largest, publicly owned, treatment plants in Southern Calif were as follows: primary effluent, 3 of 4 pos, < 10 to 20 ppb, secondary effluent, 2 of 3 pos, < 10 ppb, 7 mile sludge and centrate, 2 of 3 pos, < 10 ppb . Detected in 1 of 2 municipal treatment plants . Industries with mean effluent cone > 100 ppb - metal finishing (760 ppb), non - ferrous metal mfg and organic chemicals mfg /plastics . 17% of 48 samples of influent to a sewage treatment plant in US pos, 5.0 ppb avg when found above detection limit. In a comprehensive survey of wastewater from 4000 industrial and publicly owned treatment works (POTWs) sponsored by the Effluent Guidelines Div of the U.S. EPA, vinylidene chloride was identified in discharges of the following industrial category (frequency of occurrence, median cone in ppb): timber products (2; 10.8), steam electric (2; 38.8), petroleum refining (1; 8.0), nonferrous metals (3; 2.9), paint and ink (1; 4.6), printing and publishing (1; 152.6), organics and plastics (31; 35.7), inorganic chemicals (2; 20.7), pulp and paper (4; 9.3), rubber processing (1; 137.7), auto and other laundries (6; 32.8), pesticides manufacture (2; 246.8), organic chemicals (2; 675.8), transportation equipment (1; 238.0), publicly owned treatment works (40; 23.0) . The highest effluent cone was 3,636 ppb in the auto and other laundries industry. DISCLAIMER - Please Read 3/16/2017 Spectrum Laboratories : Chemical Fact Sheet - Cas # 156592 Chemical Fact Sheet [Chemical Abstract Number (CAS #) 156592 Synonyms c Fcis-112-Dichloroethylene FEPA Method 502.2 Analytical Methods EPA Method 524.1 EPA Method 524.2 EPA Method 8021A Molecular Formula C2H2C12 Use SOLVENT & CHEMICAL INTERMEDIATE. SOLVENT (AS ISOMERIC MIXT) FOR PERFUMES, DYES, & LACQUERS. SOLVENT (AS MIXT) FOR THERMOPLASTICS, FATS, & PHENOLS. SOLVENT (AS MIXT) FOR CAMPHOR & NATURAL RUBBER. CHEM INT (AS ISOMERIC MIXT) FOR CHLORINATED CMPD. AGENT IN RETARDING FERMENTATION. Used as a solvent for waxes, resins, and acetylcelIulose. It is also used in the extraction of rubber, as a refrigerant, in the manufacture of pharmaceuticals and artificial pearls and in the extraction of oils and fats from fish and meat. 1,2- Dichloroethylene CIS- & TRANS- ISOMERS OF 1,2- DICHLOROETHYLENE HAVE HAD USE AS SOLVENTS & CHEM INTERMEDIATES. NEITHER OF ISOMERS HAS DEVELOPED WIDE INDUSTRIAL USAGE IN THE US PARTLY BECAUSE OF THEIR FLAMMABILITY. CIS AND TRANS ISOMERS Apparent Color Liquid; Colorless Boiling Point 60.3 DEG C @ 760 MM HG Melting Point - DEG C Molecular Weight 196.94 http: / /www.speclab.com /compound /cl56592.htm (1 of 4) [10/7/2008 3:34:16 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 156592 Density 11.2837 @ 20 DEG C/4 DEG C Sensitivity Data 1,2- Dichloroethylene is an eye irritant. 1,2- Pichloroethylene Cis- 1,2- dichloroethylene may be released to the environment in emissions and wastewater during its production and use. Under anaerobic conditions that may exist in landfills or sediment, one is likely to find 1,2- dichloroethylenes that are formed as breakdown products from the reductive dehalogenation of trichloroethylene and tetrachloroethylene. The cis -1,2- dichloroethylene is apparently the more common isomer found although it is mistakenly listed as the trans isomer. The trans isomer, being a priority pollutant is more commonly analyzed for and the analytical procedures generally used do not distinguish the isomers. If cis -1,2- dichloroethylene is released on soil, it should evaporate and /or leach into the groundwater Environmental Impact where very slow biodegradation should occur. If released into water, cis -1,2- dichloroethylene will be lost mainly through volatilization (half life 3 hr in a model river). Biodegradation, adsorption to sediment, and bioconcentration in aquatic organisms should not be significant. In the atmosphere cis -1,2- dichloroethylene will be lost by reaction with photochemically produced hydroxyl radicals (half life 8 days) and scavenged by rain. Because it is relatively long lived in the atmosphere, considerable dispersal from source areas should occur. The general population is exposed to cis - 1,2- dichloroethylene in urban air as well as in contaminated drinking water from ground water sources. Occupational exposure will be via dermal contact with the vapor and liquid or via inhalation. http: / /www.speclab.com /compound /cl56592.htm (2 of 4) [10/7/2008 3:34:16 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 156592 Environmental Fate Drinking Water Impact TERRESTIAL FATE: If cis -1,2- dichloroethylene is released on soil, it should evaporate and /or leach into the groundwater where very slow biodegradation should occur. AQUATIC FATE: If released into water, cis - 1,2-dichloroethylene will be lost mainly through volatilization (half life 3 hr in a model river). Biodegradation and adsorption to sediment should not be significant. ATMOSPHERIC FATE: In the atmosphere cis -1,2- dichloroethylene will be lost by reaction with photochemically produced hydroxyl radicals (half -life 8 days). There is evidence that it will be scavenged by rain which is to be expected of a water soluble chemical. Evaporation from water at 25 deg C of 1 ppm solution: 50% after 24 min, 90% after 83 min. 1,2- Dichloroethylene DRINKING WATER: Cis -1,2- dichloroethylene was found in Miami drinking water at 16 ppb and Cincinnatti and Philadelphia drinking water at 0.1 ppb, but was absent from 7 other drinking waters surveyed . GROUNDWATER: Raw water from a well in Wausau, WI contained 83.3 ppb of cis -1,2- dichloroethylene . Studies of the contaminants in shallow groundwater at the Miami Drum site, an inactive drum recycling facility, reported 839 and 13.3- 17.9 ppb of cis -1,2- dichloroethylene . The Biscayne aquifer, that supplies drinking water to residents of Dade County contained 0 -26 ppb of cis - dichloroethylene in the vicinity of the Miami Drum site . SURFACE WATER: Cis 1,2- dichloroethylene was found along a 30 km stretch of the Glatt River in Switzerland at load levels of 1 g /hr . EFFL: In a comprehensive survey of wastewater from 4000 industrial and publicly owned treatment works (POTWs) sponsored by the Effluent Guidelines Division of the USEPA, cis -1,2- dichloroethylene was identified in discharges of the following industrial category (frequency of occurrence; median concn in ppb): steam electric (1; 1.6), leather tanning (1; 3.3), iron and steel mfg (2; 1400.8), nonferrous metals (1; 314.6), organics and plastics (2; 121.5), textile mills (1; 8.3), plastics and synthetics (3; 20.1), rubber processing (1; 712.0), explosives (1; 1.5). highest effluent concn was 2059 ppb in the iron ,The and steel mfg industry . http: / /www.speclab.com /compound /cl56592.htm (3 of 4) [10/7/2008 3:34:17 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 107062 CASRN 107 -06 -2 IIOIII�1III IIIIII IIII III II III II Chemical Fact Sheet Page 1 of 2 Chemical Abstract 107062 Number (CAS CASRN 107 -06 -2 1,2- Dichloroethane Ethylene dichloride Synonyms EDC Ethane, 1,2- dichloro- EPA Method 502.2 EPA Method 524.2 EPA Method 601 EPA Method 624 Analytical Methods EPA Method 8010 EPA Method 8021 EPA Method 8260 Link to the National Library of Medicine's Hazardous Substances Database for more details on this compound. MANUFACTURE OF ACETYL CELLULOSE, TOBACCO EXTRACT. In paint, varnish and finish removers; soaps & scouring compounds; wetting and penetrating agents; ore flotation; lead scavenger in antiknock gasoline; prodn of vinyl chloride, trichloroethylene, vinylidene chloride & trichloroethane. FUMIGANT FOR GRAIN, UPHOLSTERY & CARPETS; REGISTERED FOR AGRIC USE IN THE USA FOR POSTHARVEST FUMIGATION OF GRAIN & FOR USE IN ORCHARDS, AGRIC PREMISES AND MUSHROOM HOUSES. In leather cleaning, rubber goods fabrication, drum filling, and metal cleaning industries. In degreaser compounds, rubber cement, and acrylic adhesives. Use Catalyst in production of hexachlorophene. Solvent for processing pharmaceutical products. CHEM INT FOR TETRACHLOROETHYLENE. MANUFACTURE OF ETHYLENEDIAMINE, SUCCINONITRILE, GLYCOL ETHERS & ESTERS. CHEM INT FOR ETHYLENEIMINE. CHEM INT FOR POLYSULFIDE ELASTOMERS. Manufacture of ethylene glycol, diaminoethylene, polyvinyl chloride, nylon, viscose rayon, styrene - butadiene rubber, and various plastics; solvent for resins, asphalt, bitumen, rubber; used as pickling agent and a dry clean agent; in photography, xerography, water softening & in production of cosmetics. Use in extracting spices such as annatto, paprika & turmeric. Used as a solvent for fats, oils, waxes, gums resins, and particularly rubber. Demand: 1982, 9.10 billion lb; 1983, 10.4 billion lb; 1987, 12.1 billion lb. CHEM INT FOR VINYL CHLORIDE, Consumption 84 %; CHEM INT FOR CHLORINATED SOLVENTS (EG, 1,1,1- TRICHLOROETHANE, Patterns TRICHLOROETHYLENE), 4 %; CHEM INT FOR VINYLIDINE CHLORIDE, 2 %; EXPORTS, 9 %; OTHER, 1% (1982) Vinyl chloride monomer, 97 %; chlorinated solvents, 2 %; miscellaneous, 1% (1985) Apparent Color CLEAR, COLORLESS, OILY LIQUID Odor PLEASANT ODOR; CHLOROFORM -LIKE ODOR; Sweet Density 1.2351 AT 20 DEG C Odor Threshold Although olfactory warning properties are limited by development of tolerance, this liquid has an odor detectable Concentration between 6 & 40 ppm. Of 20 subjects, 13 could detect ethylene dichloride at 6 ppm (23.2 -24.9 mg /cu m), 6 persons could detect it at 4.5 ppm (17.5 mg /cu m), and 1 person at 3 ppm (12.2 mg /cu m). Odor is not a dependable guide for avoiding dangerous chronic exposures to EDC. The odor may be considered pleasant until well above 180 ppm, and 3/16/2017 Spectrum Laboratories : Chemical Fact Sheet - Cas # 107062 CASRN 107 -06 -2 Page 2 of 2 may be missed below 100 ppm. Detection in air= 2.5X10 -2 mg /1(gas), chemically pure Odor threshold low: 24 mg /cu m; high: 440 mg /cu m. The majority of 1,2- dichloroethane released into the environment will enter the atmosphere mostly from its production and use as a chemical intermediate, solvent, and use as a lead scavenger in gasoline. Once in the atmosphere, it may be transported long distances and is primarily removed by photooxidation (half -life approx 1 month). Releases to water Environmental will primarily be removed by evaporation (half -life several hours to 10 days). Releases on land will dissipate by Impact volatilization to air and by percolation into groundwater where it is likely to persist for a very long time. 1,2- Dichloroethane is not expected to bioconcentrate in the food chain; its presence in some food products is probably due to its use as an extractant. Major human exposure is from urban air, drinking water from contaminated aquifers and occupational atmospheres. TERRESTRIAL FATE: Smaller releases on land will evaporate fairly rapidly because of 1,2- dichlorethane's moderately high vapor pressure. Larger releases may leach rapidly through sandy soil into groundwater. AQUATIC FATE: When 1,2- dichloroethane is released to surface water, its primary loss will be by evaporation. The half -life for evaporation will depend on wind and mixing conditions and was of the order of hours in the laboratory. However a modeling study using the EXAMS model for a eutrophic lake gave a half -life of 10 days. The half -life for evaporation Environmental would be much less in a river or stream. Chemical and biological degradation is expected to be very slow. Adsorption Fate to sediment is not expected. ATMOSPHERIC FATE: When released to the atmosphere, 1,2- dichloroethane will degrade by reaction with hydroxyl radicals which are formed photochemically in the atmosphere with a half -life of a little over a month. One would expect the chemical to be transported long distances and be washed out in rain. Aquatic and Atmospheric Fate: Chloroethanes are expected to be present in industrial air and water emissions. They volatilize rapidly from surface water and persist in urban atmospheres. Hydrolysis and biodegradation are expected to be slow. Chloroethanes 1,2- Dichloroethane was found in the waters of 28 cities at level of 0 -6 ug/l. The Aerojet - General Corporation reports that 1,2- dichloroethane has been identified as a groundwater contaminant at a site outside Sacramento, CA. SURFACE WATER: USA - 6 river basins 1 -90 ppb, 53 of 204 sites pos, only 1 site above 15 ppb ; Ohio R basin (1977 -1978) 0.1 -29 ppb, 39 of 243 samples pos ; Ohio R basin (1980 -1981, 4972 samples) 7% pos, 44 samples 1 -10 ppb ; 105 USA cities - raw drinking water 1 -4 ppb, 0.55 ppb median, 9.5% pos ; 80 USA municipal water systems - raw water 0 -0.3 ppb, 14% pos ; Lake Erie - 2 sites, 4 ppb, 1 site pos(6). SEAWATER: Gulf of Mexico 0 -210 parts /trillion Drinking Water (anthropogenic influence) and not detected (unpolluted areas) . GROUNDWATER: 13 USA cities - raw groundwater Impact 0.2 ppb, 7.7% pos ; State groundwater survey - 2 states 400 ppb max, 7% pos , Aerojet General Rocket Plant - well water, Sacramento - up to 52 ppm. DRINKING WATER: 133 USA Cities - finished surface water 0.8 -4.8 ppb, 1.8 ppb median, 4.5% pos ; 25 USA cities - finished groundwater - 0.2 ppb avg, 4.0% pos . National Organic Monitoring Survey (1976 -77) - 3 of 218 samples pos, limits of detection <0.2 ppb . Detected in 7 wells in the Central Sands area of Wisconsin 2 of which exceeded the recommended health advisory of 7 ppb (detection limit= 0.1 -3.0 ppb) . EFFL: Industries whose wastewater may exceed a mean of 1000 ppb include: photographic equipment/supplies, pharmaceutical mfg and organic chemicals /plastics mfg; max concn in wastewater was 14 ppm (pharmaceutical mfg) . DISCLAIMER - Please Read Return to Previous Page ! Spectrum Environmental Services, Inc. Florida - Spectrum List of Services Florida - Spectrum Homepag_e 3/16/2017 Spectrum Laboratories: Chemical Fact Sheet - Cas # 75092 CASRn 75 -09 -2 Page 1 of 3 IIOIII�1III IIIIII IIII III II III II Chemical Fact Sheet Chemical Abstract 75092 Number (CAS CASRN 75 -09 -2 Methylene chloride Synonyms Dichloromethane Methane, dichloro- EPA Method 502.2 EPA Method 524.2 EPA Method 601 EPA Method 624 Analytical Methods EPA Method 8010 EPA Method 8021 EPA Method 8260 Link to the National Library of Medicine's Hazardous Substances Database for more details on this compound. SOLVENT FOR CELLULOSE ACETATE; MEDICATION: ANESTHETIC (INHALATION) PAINT REMOVERS; VAPOR DEGREASING SOLVENT FOR METALS & PLASTICS SOLVENT & CLEANING AGENT IN THE CHEM PROCESSING INDUST BLOWING & CLEANING AGENT IN URETHANE FOAM INDUST IN CHEMICAL PROCESSING & AS CARRIER SOLVENT INSECTICIDES & HERBICIDES; AS A POST- HARVEST FUMIGANT FOR STRAWBERRIES, AS GRAIN FUMIGANT, & IN COMBINATION WITH ETHYLENE FOR DEGREENING CITRUS FRUITS SOLVENT FOR PLASTIC FILM, ADHESIVES, PROTECTIVE COATINGS; CLEANING SOLVENT FOR CIRCUIT BOARDS & STRIPPER SOLVENT FOR Use PHOTORESISTS IN PHARMACEUTICAL INDUSTRY AS A PROCESS SOLVENT IN PRODN OF STEROIDS, ANTIBIOTICS & VITAMINS & SOLVENT FOR TABLET COATINGS DECAFFEINATING COFFEE; EXTRACTION OF HEAT - SENSITIVE SUBSTANCES SUCH AS COCOA, EDIBLE FATS, SPICES & BEER HOPS REFRIGERANT; IN OIL DEWAXING; AS DYE & PERFUME INTERMEDIATE; AS CARRIER SOLVENT IN TEXTILE INDUSTRY COMPONENT OF FIRE EXTINGUISHING CMPD CHEM INT FOR BROMOCHLOROMETHANE & OTHER CHEMICALS In furniture processing In pour molding of dental material, the 50:50 mixture of dichloromethane and methylmethacrylate cold curing monomer is used to treat the acrylic teeth to improve the bonding Ingredient in nonflammable removers, strippers, & cements; used in aerosol formulations; in solid hase peptide synthesis; solvent for resins Low temp heat transfer medium Consumption Patterns removers, 30 %; metal cleaning /degreasing, 22 %; miscellaneous solvent uses and other applications, 21 %; 31s, 17 %; foam blowing agent, 5 %; pharmaceutical solvent, 5% (1978). From table PAINT REMOVER, 30 %; JSOLS, 20 %; VAPOR DEGREASING, 11 %; CHEM PROCESS INDUST, 11 %; BLOWING AGENT, 6 %; [ PROCESSING, 6 %; PLASTICS PROCESSING, 6 %; PHARMACEUTICALS, 6 %; OTHER, 4% (198 1) md: 1982: 530 million lb; 1983: 530 million lb; 1987: 621 million lb. Aerosols, 30 %; paint remover, 30 %; foam ng, 15 %; fiber & plastic solvent, 5 %; metal cleaning, 5 %; miscellaneous, 15% (1985) CHEMICAL PROFILE: ylene chloride. Paint stripper, 28 %; aerosols, 18 %; exports, 15 %; chemical processing, 11 %; urethane foam ng agent, 9 %; metal degreasing, 8 %; electronics, 7 %; other, 4 %. CHEMICAL PROFILE: Methylene chloride. Lnd: 1988: 500 million lb; 1989: 475 million lb; 1993 projected/: 410 million lb. (Includes exports, but not , which totaled 27 million lb last year). 3/16/2017 Spectrum Laboratories: Chemical Fact Sheet - Cas # 75092 CASRn 75 -09 -2 Page 2 of 3 Apparent Color COLORLESS LIQ Odor 11Sweet, pleasant odor, like chloroform Boiling Point 39.75 DEG C @ 760 MM HG Odor Threshold 205 -307 ppm 2.14x10 2 ppm (odor recognition in air; chemically pure sample) Odor thresholds: low= 540 mg /cu m; i gh= 2160 mg /cu m. Odor index: 2100 @ 20 deg C Concentration Sensitivity Data Irritation of eyes and respiratory tract. Large quanitities of dichloromethane are used each year, primarily in aerosols, paint removers and chemial processing. The major route of human exposure is from air, which can be high near sources of emission, and contaminated drinking water. Most of the dichloromethane will be released to the atmosphere where it will degrade by reaction with Environmental photochemically produced hydroxyl radicals with a half -life of a few months. It will be subject to direct photolysis. Impact Releases to water will primarily be removed by evaporation. Biodegradation is possible in natural waters but will probably be very slow compared with evaporation. It will not be expected to significantly adsorb to sediment or to ioconcentration in aquatic organisms. Releases to soil will evaporate rapidly from near - surface soil and partially leach into groundwater where its fate is unknown. Dichloromethane is not expected to bioconcentrate in the food chain, TERRESTRIAL FATE: When spilled on land, dichloromethane is expected to evaporate from near surface soil into the atmosphere because of its high vapor pressure. Although little work has been done on its adsorptivity, it is probable that it will leach through subsoil into groundwater. Degradation in groundwater is unknown. Hydrolysis in soil or groundwater is not an important process under normal environmental conditions . AQUATIC FATE: Dichloromethane will be primarily lost by evaporation to the atmosphere which should take several hours depending on wind and mixing Environmental conditions. When released into a river, dichloromethane levels were non - detectable 3 -15 miles from the source(1 -2). Fate Biodegradation is possible in natural waters but will probably be very slow compared with evaporation. Little is known about adsorption or bioconcentration in aquatic organisms to sediment but these are not likely to be significant processes. Hydrolysis is not an important process under normal enivronmental conditions . ATMOSPHERIC FATE: Dichloromethane released into the atmosphere will degrade by reaction with hydroxyl radicals with a half life of several months(1 -3). It will not be subject to direct photolysis . A small fraction of the chemical will diffuse to the stratosphere where it will rapidly degrade by photolysis and reaction with chlorine radicals(1,5). A moderately soluble chemical such as dichloromethane will be expected to partially return to earth in rain. DRINKING WATER: 30 Canadian Water Treatment Facilities - 50% positive - 10 ppb, avg, 50 ppb max (summer), 30% pos, 3 ppb avg, 50 ppb max (winter) ; 10 State survey drinking water from groundwater sources - 2% pos, 3600 ppb max, max surface water conc 13 ppb; EPA Region V Survey (83 sites in 5 states: MN, WI, IL, IN, OH) - 8% pos, 1 -7 ppb , National Organics Monitoring Survey (1976) - 15 of 109 samples positive, 6.1 ppb, mean of positive samples . EFFL: Weser R, Germany - 72 -179 ppb . Industries in which wastewater exceeded an average of 1000 ppb: Coal mining, aluminum forming, photographic equipment and supplies, pharmaceutical mfg, organic chemical plastics mfg, paint and ink formulation, rubber processing, foundries, and laundries . Max concentration measured was 210,000 ppb in paint and ink industry and aluminum forming . Outfalls from 4 municipal treatment plants in southern California with primary or secondary treatment - random samples - < 10 to 400 ppb . USEPA STORET database, 1,480 data points, 38.8% pos, 10.0 ppb median. USA, 178 CERCLA hazardous waste disposal sites, 19.2% pos. Minnesota Drinking municipal solid waste landfills, leachates, 6 sites, 66.7% pos, 64 -1300 ppb, contaminated groundwater (by inorganic Water Impact indices), 13 sites, 53.8% pos, 1 -250 ppb, other groundwater (apparently not contaminated as indicated by inorganic indices), 7 sites, 14.3% pos, 2.1 -3.9 ppb(6). Water samples collected in Feb & May 1977 from Back River estuary in MD, USA, which received effluent from an urban wastewater treatment plant, contained dichloromethane. The highest levels (66 ug /1) were found in samples taken in the treatment plant just before final chlorination, suggesting that dichloromethane was derived from commercial & industrial activities in the area. Dichloromethane was detected @ levels ranging from 19 -95 ug /1 in 6 samples of raw sewage & effluent from Canadian sewage treatment plants. Wastewater from a USA specialty chemical plant manufacturing a broad range of chemicals container 3 -8 mg /I dichloromethane. Dichloromethane was detected at concn ranging from < 0.01 to 1.0 mg /1 in volatile fraction of wastewater from Oak Ridge Gaseous Plant in TN, USA. As part of the Swedish Drinking Water Project, dichloromethane was found at 640 ug /1 in effluent stream from sulfate pulp mill. The amt of dichloromethane discharged was est to be 40 ton/yr. 3/16/2017 Spectrum Laboratories : Chemical Fact Sheet - Cas # 127184 CASRN 127 -18 -4 Chemical Abstract Number (CAS CASRN Synonyms Analytical Methods Use I�III ��III IIIIII I III III II III II 127184 127 -18 -4 Tetrachloroethene Tetrachloroethylene Perchloroethylene Ethene, tetrachloro- EPA Method 502.2 EPA Method 503.1 EPA Method 524.2 EPA Method 601 EPA Method 624 EPA Method 8010 EPA Method 8021 EPA Method 8260 Chemical Fact Sheet Molecular Formula Link to the National Library of Medicine's Hazardous Substances Database for more details on this compound. Page 1 of 4 Used in the textile industry for dry- cleaning & for processing & finishing; used in both cold cleaning & vapor degreasing of metals; it is used as a chem intermediate in the synthesis of fluorocarbon 113, 114, 115, & 116; it is used as a heat - exchange fluid SCOURING, SIZING & DESIZING AGENT IN TEXTILE MANUFACTURE COMPONENT OF AEROSOL LAUNDRY - TREATMENT PRODUCTS SOLVENT, EG, FOR SILICONES INSULATING FLUID & COOLING GAS IN ELECTRIC TRANSFORMERS In typewriter correction fluids (eg, Liquid Paper, Wite -Out, Snopake, etc) MEDICATION VET: use in small animals as a ruminant anthelmintic (vermifuge) has been largely replaced by drugs that are less toxic & easier to admin Formerly but no longer approved, in mixtures with grain protectants and certain liquid grain fumigants The consumption pattern in the USA in 1974 is est to have been as follows: Textile and dry cleaning industries, 69 %; Metal cleaning, 16 %; Chemical intermediate (eg, prepn of trichloroacetic acid in some fluorocarbons), 12 %; Miscellaneous uses, 3 %. Demand: (1982), 545 million lb; (1983), 679 million lb; (1987), 625 million lb (1974) Dry cleaning & textile processing, 59 %; Industrial metal cleaning, 21 %; Exports, 11 %; Chemical intermed (mostly fluorocarbons), 6 %; Other, 3 %. SOLVENT IN DRY CLEANING, 46 %; DEGREASING Consumption SOLVENT, 21 %; CHEM INTERMED FOR FLUOROCARBONS, 12 %; AGENT IN TEXTILE MFR, 7 %; Patterns COMPONENT OF AEROSOL PRODUCTS, 2 %; OTHER, 12% (1980, EST) CHEMICAL PROFILE: Perchloroethylene. Demand: 1988: 495 million lb; 1989: 495 million lb; 1993 projected/: 495 million lb. (Includes exports, but not imports, which totaled 121 million lb last yr). CHEMICAL PROFILE: Perchloroethylene. Dry cleaning and textile processing, 50 %; chemical intermediate (mostly fluorocarbon F -113), 28 %; industrial metal cleaning, 9 %; exports, 10 %; other, 3 %. Apparent Colorless liquid Color CZCl4 10/21/2016 Spectrum Laboratories : Chemical Fact Sheet - Cas # 127184 CASRN 127 -18 -4 Odor I (Ethereal -like odor; Mildly sweet, chloroform -like odor; Chlorinated solvent odor Boiling Point 11121 DEG C AT 760 MM HG Page 2 of 4 Melting Point -19 DEG C Molecular Weight 165.83 Density 111.6227 AT 20 DEG C/4 DEG C The distinctive odor of tetrachloroethylene does not necessarily provide adequate warning. Because tetrachloroethylene quickly desensitizes olfactory responses, persons can suffer exposure to vapor concentrations in excess of TLV limits without smelling it. Recognition in air: 4.68 ppm (chemically pure) Perchloroethylene has a not unpleasant etheral or aromatic odor. 50 ppm, odor threshold (very faint) to Odor unacclimated; no physiological effects (8 hr). 100 ppm, odor (faint) definitely apparent to unacclimated; very Threshold faint to not perceptible during exposure; no physiological effects (8 hr). 200 ppm, odor (definite) moderate to Concentration faint upon exposure; faint to moderate eye irritation; minimal light - headedness; (eye irritation threshold 100 - 200 pp m ). 400 pp m, odor ( stron g) unpleasant; definite eye irritation, slight nasal irritation; definite incoordination (2 hr). 600 ppm, odor (strong) very unpleasant but tolerable; definite eye & nasal irritation; dizziness, loss of inhibitions (10 min). 1000 ppm, odor (very strong) intense, irritating; markedly irritating to eyes & resp tract; considerable dizziness (2 min). 1500 ppm, odor (almost intolerable) "gagging "; irritation 11almost intolerable to eyes & nose; complete incoordination within minutes to unconsciousness within 30 min. Sensitivity Eye exposure can lead to conjunctivitis; Skin exposure can lead to inflamation; Inhalation can lead to Data respiratory tract irritation. Tetrachloroethylene vapor is a mucous membrane & upper resp irritant at levels above 75 to 100 ppm. Tetrachloroethylene (PCE) is likely to enter the environment by fugitive air emissions from dry cleaning and metal degreasing industries and by spills or accidental releases to air, soil, or water. If PCE is released to soil, it will be subject to evaporation into the atmosphere and to leaching to the groundwater. Biodegradation may be an important process in anaerobic soils based on laboratory tests with methanogenic columns. Slow biodegradation may occur in groundwater where acclimated populations of microorganisms exist. If PCE is released to water, it will be subject to rapid volatilization with estimated half -lives ranging from <1 day to Environmental several weeks. It will not be expected to significantly biodegrade, bioconcentrate in aquatic organisms or Impact significantly adsorb to sediment. PCE will not be expected to significantly hydrolyze in soil or water under normal environmental conditions. If PCE is released to the atmosphere, it will exist mainly in the gas -phase and it will be subject to photooxidation with estimates of degradation time scales ranging from an approximate half - life of 2 months to complete degradation in an hour. Some of the PCE in the atmosphere may be subject to washout in rain based on the solubility of PCE in water; PCE has been detected in rain. Major human exposure is from inhalation of contaminated urban air, especially near point sources such as dry cleaners, drinking contaminated water from contaminated aquifers and drinking water distributed in pipelines with vinyl liners, and inhalation of contaminated occupational atmospheres in metal degreasing and dry cleaning industries. Environmental TERRESTRIAL FATE: If tetrachloroethylene (PCE) is released to soil, it will evaporate fairly rapidly into the Fate atmosphere due to its high vapor pressure and low adsorption to soil. It can leach rapidly through sandy soil and therefore may reach groundwater(1 -3). Biodegradation may be an important process in anaerobic soils based on laboratory tests with methanogenic columns. Slow biodegradation may occur in groundwater where acclimated populations of microorganisms exist. There is some evidence of slow degradation in subsurface soils from a groundwater recharge project. PCE should not hydrolyze under normal environmental conditions. AQUATIC FATE: If tetrachloroethylene (PCE) is released in water, the primary loss will be by evaporation. The half -life for evaporation from water will depend on wind and mixing conditions and is estimated to range from 3 hours to 14 days in rivers, lakes and ponds. Chemical and biological degradation are expected to be very slow. PCE will not be expected to significantly bioconcentrate in aquatic organisms or to adsorb to sediment. A mesocosm experiment was conducted to simulate Narraganset Bay during different seasons. Volatilization was the major removal process during all seasons and seasonal differences can be explained by hydrodynamics and the measured half -lives were 25 days in spring, 11 days in winter and 14 days in summer. In one experiment in which half -lives were calculated from concentration reduction between sampling points on the Rhine River and a lake in the Rhine basin, half -lives were 10 days and 32 days, respectively. In a seawater aquarium, an 8 day half -life was demonstrated to be predominately the result of evaporation. In a natural pond, PCE disappeared in 10/21/2016 Spectrum Laboratories : Chemical Fact Sheet - Cas # 127184 CASRN 127 -18 -4 Drinking Water Impact Page 3 of 4 and 36 days at low (25 ppm) and high (250 ppm) dose levels, respectively. ATMOSPHERIC FATE: If trachloroethylene (PCE) is released to the atmosphere, it will be expected to exist in the vapor phase based on reported vapor pressure of 18.47 mm Hg at 25 deg C . Vapor phase PCE will be expected to degrade by ;action with photochemically produced hydroxyl radicals or chlorine atoms produced by photooxidation of CE. Estimated photooxidation time scales range from an approximate half -life of 2 months(1,2) to complete - gradation in an hour. Some of the PCE in the atmosphere may be subject to washout in rain based on the )lubility of PCE in water (150 ppm ); PCE has been detected in rain. Samples for analysis of volatile organic compounds were collected from 315 wells in the Potomac- Raritan- Magothy aquifer system in southwestern New Jersey and a small adjacent area in Pennsylvania (USA) during 1980 -1982. Volatile organic compounds were detected in all 3 aquifer units of the Potomac- Raritan - Magothy aquifer system. Most of the contamination appeared to be confined to the outcrop area. Low levels of contamination were found downdip of the outcrop area in the upper and middle aquifer. Trichloroethylene, tetrachloroethylene and benzene were the most frequently detected compounds. Differences in the distributions of light chlorinated hydrocarbons, (including tetrachloroethylene) /, trichloroethylene, and aromatic hydrocarbons, ie, benzene, were noted and were probably due to differences in the uses of the compounds and the distribution patterns of potential contamination sources. The distribution patterns of volatile organic compounds differed greatly among the 3 aquifer units. The upper aquifer, which cropped out mostly in less - developed areas, had the lowest percentage of wells with volatile organic compounds detected (10% of wells sampled). The concentrations in most wells in the upper aquifer which had detectable levels were <10 ug /1. In the middle aquifer, which cropped out beneath much of the urban and industrial area adjacent to the Delaware River, detectable levels of volatile organic compounds were found in 22% of wells sampled, and several wells contained concentrations >100 ug /1. The lower aquifer, which was confined beneath much of the outcrop area of the aquifer system, had the highest percentage of wells (28 %) with detectable levels. This was probably due to vertical leakage of contamination from the middle aquifer and the high percentage of wells tapping the lower aquifer in the most heavily developed areas of the outcrop. The National Health Department (Italy) had promoted and supported a preliminary survey on the presence of some chlorinated organic compounds in the drinking water. The drinking water of some cities of northern Italy was analyzed for the presence of trichloroethylene, tetrachloroethylene, methylchloroform, carbon tetrachloride, trihalomethanes, polychlorinated biphenyls, and the most common chlorinated pesticides. From March, 1981 to June, 1982, 8 controls were done for 11 sampling points. All water underwent different treatments with carbon. In the raw water, trichloroethylene (47/48) and tetrachloroethylene (34/48) showed the highest frequency of positivity. One well had the highest concentrations of these compounds (trichloroethylene 81 -158 ug /1; tetrachloroethylene 15 -32 ug /1). In the finished waters, carbon trichloride the most abundant trihalomethane formed during ;hlorination, was detected in 80% of the 39 samples, against 31% in the 48 raw water samples. No ) olychlorinated biphenyls and chlorinated pesticides were found at the chosen detection limit (0.05 ug /1). DRINKING WATER: 180 USA cities with finished surface water - 0.3 ppb median, 21 ppb max; 36 US cities vith finished groundwater - 3.0 ppb median; roughly 25% of the samples were positive. Contaminated wells iad much higher concentrations (a maximum of 1.5 ppm)(2,3). 30 Canadian potable water treatment facilities treated water) 1 ppb avg, 2 ppb max; 230 Groundwater public drinking water sources in the Netherlands: 64 gyre >10 ppb, 12 are >100 ppb, 4 are >1 ppm and 2 are >100 ppm . Federal survey of finished waters in USA: Cetrachloroethylene occurred in 26.1 % of groundwater supplies, max concentrate in groundwater and surface eater supplies 1500 and 21 ppb, respectively(6). DRINKING WATER: Maximum concentration in tapwater rom bank filtered Rhine water in the Netherlands 50 parts per trillion. Old Love Canal, Niagara Falls, NY (9 comes) 350 -2900 parts per trillion, 470 parts per trillion median. USA surveys: State data, 1569 samples, 14% )os, trace to 3000 ppb, National Organics Monitoring Survey (MOMS, initiated in 1975), 113 samples, 42.4% )os, 0.2 -3.1 ppb, National Screening Program (NSP, 1977- 1981), 142 samples, 16.9% pos, trace to 3.2 ppb, 'ommunity Water Supply Survey (CWSS, 1978), 452 samples, 4.9% pos, 0.5 -30 ppb, Ground Water Supply >urvey (GWS, 1982, finished drinking water), 466 samples selected at random from 1000 in survey, 7.3% pos, ).5 ppb median, 23 ppb max. GROUNDWATER: 27 USA cities, 0.6 ppb median (range 0.1 -2 ppb) San aernando Valley, CA (1981 -1983) - 17 of 106 wells exceeded 4 ppb, max 130 ppb . 10 British groundwaters: ?qual or <2 ppb in 8 waters and higher levels at 2 sites where the aquifer was grossly polluted. Groundwater inderlying 2 rapid infiltration sites 0.07 and 0.63 ppb . Japan, national groundwater survey, 1982, 1,083 shallo, yells (most for domestic uses other than drinking water in private homes), 27% pos, 0.2- 23,000 ppb, 277 deep yells (public, industrial, and commercial supplies), 30% pos, 0.2 -150 ppb. SURFACE WATER: 154 USA 10/21/2016 Spectrum Laboratories : Chemical Fact Sheet - Cas # 127184 CASRN 127 -18 -4 Page 4 of 4 cities - 2.0 ppb median, 13.6% positive. Ohio R (1980 -81, 11 stations, 4972 samples) - 49% positive, 340 basins in USA (204 sites) -77 sites above 1 ppb, 1 site above 11 ppb . Lake Ontario (95 stations) 9 parts per trillion mean standard deviation 65 parts per trillion. Rhine R, km 865 (1976 -1982) 0.12 -0.62 ppb with lower concentrations after 1978 . Surface of Lake Zurich - 25 -140 parts per trillion, greater concentrations below the surface(5,6). STORET Database, 9,323 data points, 38.0% pos, 0.100 ppb median(7). SEAWATER: 0.1 to 0.8 parts per trillion(1,2). May be several orders of magnitude higher (10 ppb) near source, but concentration diminishes rapidly away from source. Gulf of Mexico (open and coastal) 0 -40 parts per trillion where there is anthropogenic influence and <1 parts per trillion in unpolluted areas . Surface seawater Eastern Pacific Ocean 1981 (0 -10 in depth), 30 samples, 90% pos, range of pos, 0.1 -2.8 parts per trillion, avg of all data, 0.7 parts per trillion. RAIN /SNOW: West Los Angeles (3/26/82) - 21 parts per trillion. Industrial city in England - 150 part per trillion. La Jolla, California - 5.7 parts per trillion. Central and Southern California - 1.4 and 2.3 parts per trillion resp . EFFL: Industrial 1 -20 ppb; Municipal treatment plants 1 -10 ppb ; Baltimore Municipal Treatment Plant 8 -129 ppb (higher levels in winter) . Industries in which mean or maximum levels in raw wastewater exceeded 1 ppm are (number of samples, percent pos, mean, max, ppm): raw wastewater: auto and other laundries (28 samples, 71.4% pos, <8.4 ppm mean, 93 ppm max), aluminum forming (4, 100 %, <2.6, <4.0), metal finishing (96, 42.7 %, 4.5, 110), organic chemical /plastics manufacturing (number of samples not reported, 19 pos, 5.1 mean, max concn not reported), and paint and ink formulation (36, 55.6 %, 0.95, 4.9); treated wastewater: auto and other laundries (5 samples, 80% pos, 0.58 ppm mean, 1.0 ppm max), aluminum forming (16, 87.5 %, <0.24, 3.0), metal finishing (not reported), organic chemical /plastics manufacturing (number of samples not reported, 14 pos, 0.047 mean, max concn not reported), and paint and ink formulation (24, 33.3 %, 0.19, 0.70) . Industrial effluent, STORET Database, 1,390 data points, 10.1% pos, 5.0 ppb median. DISCLAIMER - Please Read Return to Previous Page Florida Florida- Spectrum List of Services pectrum onmental Services, Inc. 000M%%W00 Florida - Spectrum Homepag_e 10/21/2016 Spectrum Laboratories : Chemical Fact Sheet - Cas # 79016 Chemical Fact Sheet Chemical Abstract Number (CAS #)'79016 ITrichloroethylene ITrichloroethene Synonyms jEthene, trichloro Ethylene trichloride EPA Method 502.2 EPA Method 503.1 EPA Method 524.1 EPA Method 524.2 Analytical Methods IEPA Method 601 EPA Method 624 EPA Method 80106 EPA Method 8021A EPA Method 82406 EPA Method 8260A Molecular Formula [C2HC13 http: / /www.speclab.com /compound /c79016.htm (1 of 3) [10/7/2008 3:31:08 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 79016 Use Consumption Patterns IN DEGREASING, IN DRY CLEANING; IN MFG ORG CHEM & PHARMACEUTICALS IN GAS PURIFICATION, AS A SOLVENT OF SULFUR & PHOSPHORUS REFRIGERANT & HEAT EXCHANGE LIQUID; DILUENT IN PAINTS & ADHESIVES; TEXTILE PROCESSING; AEROSPACE OPERATIONS (FLUSHING LIQUID OXYGEN) CLEANING SOLVENT, ESP IN VAPOR DEGREASING CHAIN TERMINATOR IN PRODN OF POLYVINYL CHLORIDE SWELLING AGENT IN DISPERSE DYEING OF POLYESTERS AGENT IN REMOVAL OF BASTING THREADS IN TEXTILE PROCESSING CHEM INT FOR 1,1,2,2 - TETRACHLOROETHYL SULFENYL CHLORIDE SOLVENT IN ADHESIVES & PAINT - STRIPPING FORMULATIONS HEAT TRANSFER MEDIUM - EG, IN CASE HARDENING OF METALS SOLVENT BASE FOR METAL PHOSPHATIZING SYSTEMS SOLVENT IN CHARACTERIZATION TEST FOR ASPHALT ENTRAINER FOR RECOVERY OF FORMIC ACID EXTRACTION SOLVENT -EG, FOR CAFFEINE Used as household cleaner; with trichloroethane it is used in most typewriter correction fluid. /SRP: Former use Used in wool- fabric scouring Extractant for spice oleoresins. Intermediate in the production of pentachloroethane. Carrier solvent for the active ingredients of insecticides, and fungicides. Medication (Vet): Inhalation anesthetic. Former use Demand: (1982): 240 million pounds; (1983): Est 235 million pounds; 1987: Est 215 million pounds. Vapor degreasing of fabricated metal parts, 80 %; chemical intermediate, 5 %; miscellaneous used, 5 %; exports, 10% (1985) Vapor degreasing of fabricated metal parts, 66 %; chemical intermediates, miscellaneous domestic uses, 5 %; exports, 22 %. CLEANING SOLVENT, 89 %; CHAIN TERMINATOR, 9 %; OTHER, 2% (1980 EST) Apparent Color ICLEAR, COLORLESS, OR BLUE MOBILE LIQUID Odor Ethereal odor ; CHLOROFORM -LIKE ODOR ; Sweet odor Boiling Point 187 DEG C Melting Point -73 DEG C Molecular Weight 131.40 Density 1.4649 @ 20 DEG C/4 DEG C http: / /www.speclab.com /compound /c79016.htm (2 of 3) [10/7/2008 3:31:08 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 79016 10 mg /I (in water) Purity not specified 5.00X10 -1 mg /I Odor Threshold Concentration (liquid) (detection in water) 2.14X10 1 ppm (recognition in air) (chemically pure) Exposure to trichloroethylene vapor may cause irritation Sensitivity Data of the eyes, nose, and throat. Liquid: irritating to skin and eyes. N Drinking Water Impact SURFACE WATER: 1 -24 ppb industrial rivers in US, with Lake Erie - 188 ppb, 88 of DISCLAIMER - Please Read Return to Alphabetical List of Compounds b List of Compounds by CAS Number List of Services Spectrum Laboratories Homepage http: / /www.speclab.com /compound /c79016.htm (3 of 3) [10/7/2008 3:31:08 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 79005 CASRN 79 -00 -5 1111 11111 Chemical Fact Sheet Page 1 of 2 Chemical Abstract 79005 Number (CAS CASRN 79 -00 -5 1,1,2- Trichloroethane Synonyms Ethane, 1,1,2-trichloro- EPA Method 502.2 EPA Method 524.2 EPA Method 601 Analytical EPA Method 624 Methods EPA Method 8010 EPA Method 8021 EPA Method 8260 Molecular C2HIC13 Formula 7— Link to the National Library of Medicine's Hazardous Substances Database for more details on this compound. Used in adhesives, production of teflon tubing, in lacquer, and coating formulations. Intermediate in the production of Use vinylidine chloride, as a solvent and component of adhesives. SOLVENT -EG, FOR CHLORINATED RUBBERS & POLYESTERS SOLVENT FOR FATS, OILS, WAXES, RESINS, OTHER PRODUCTS; ORGANIC SYNTHESIS. Apparent Color Colorless liquid Odor PLEASANT ODOR; Sweet odor like chloroform Boiling Point 113.8 DEG C AT 760 MM HG Melting Point -36.5 DEG C Molecular Weight 133.42 Density 111.4416 AT 20 DEG C/4 DEG C Sensitivity Data Eye irritant 1,1,2 - Trichloroethane will enter the atmosphere from its use in the manufacture of vinylidene chloride and its use as a solvent. It will also be discharged in wastewater associated with these uses and in leachates and volatile emissions from landfills. Releases to water will primarily be lost through evaporation. Once in the atmosphere, Environmental 1,1,2 - trichloroethane will photodegrade slowly by reaction with hydroxyl radicals (half -life 24 -50 days in unpolluted Impact atmospheres to a few days in polluted atmospheres). 1,1,2 - Trichloroethane has a low soil partition coefficient and as such will not partition into sediment and will readily pass through soil into the groundwater where biodegradation, if it occurs, may be very slow. Bioconcentration is not a significant process. Primary human exposure is from occupational exposure and from ambient air in the vicinity of industrial sources and contaminated drinking water. Environmental RRESTRIAL FATE: When released to land 1,1,2 - trichloroethane should partially volatilize and partially leach into Fate [the groundwater. Experimentally determined Koc values of 83 -209 indicated that 1,1,2 - trichloroethane will be 3/16/2017 Spectrum Laboratories : Chemical Fact Sheet - Cas # 79005 CASRN 79 -00 -5 Page 2 of 2 moderately to highly mobile in soil(1,SRC). Several biodegradation screening studies have determined that 1,1,2 - trichloroethane is resistant to biodegradation. Other screening studies have observed biotransformation under anaerobic conditions(2,3). Biodegradation in groundwater or subsurface regions may occur, but appears to be very 3low(4,SRC). AQUATIC FATE: When released into water, 1,1,2 - trichloroethane should primarily volatilize into the atmosphere(1,2). Little of the chemical will be lost by adsorption to sediment or by biodegradation. Aquatic hydroylsis and bioconcentration are not expected to be important environmentally. ATMOSPHERIC FATE: Based upon a vapor pressure of 23 mm Hg at 25 deg C , 1,1,2 - trichloroethane is expected to exist almost entirely in the vapor -phase in the ambient atmosphere(2,SRC). It will degrade slowly in an average ambient atmosphere by reaction with photochemically produced hydroxyl radicals (estimated half -life of 24 -50 days)(3,4,SRC). Physical removal from air wet deposition is possible since 1,1,2 - trichloroethane is relatively soluble in water. DRINKING WATER: Analysis of 945 finished water supplies nationwide (USEPA Groundwater Supply Survey) that use groundwater sources did not detect any 1,1,2 - trichloroethane at a quantification limit of 0.5 ppb . 1,1,2 - Trichloroethane has been detected in drinking water from samples of US cities(2,3,4) with 0.1 -8.5 ppb being measured in the finished water from one metropolitan supply. 20 ppb reported in a contaminated New York State well (5,6); 30 Canadian Water Treatment Facilities, 2 positive, 7 ppb max in Aug /Sept; not detected in Nov/Dec(7). SURFACE WATER: 1,1.2 - Trichloroethane was detected in 2.0% of 1047 USEPA STORET water stations at a median concn below 5.0 ppb. Not detected in raw water from 30 Canadian treatment facilities. Detected not qualified River Glatt, Switzerland 53 to 603 samples pos in representative New Jersey surface waters, max 18.7 ppb ; 2 tributaries on tking Water Ohio River, 3 of 7 samples pos, 0.6 ppb max, not found in 88 additional stations Ohio River mainstream 0.4% of 246 Impact samples pos, <1.0 ppb avg(5,6). Not detected in Schuylkill River at Philadephia, PA, DL= 0.01 ppb(6). GROUND WATER: 1,1,2 - Trichloroethane was detected in 2 of 13 groundwater samples (associated with leaching from waste sites) from Minnesota at levels of 7.7 and 31 ppb . Detected in 72 of 1069 samples in New Jersey, max 31.1 ppb, some of the most polluted being under urban land use areas(2,3). SEA WATER: Shorewater conc of 1,1,2 - trichloroethane off Point Reyes, CA 153 parts /trillion . EFFL: Industries whose mean waste water effluent exceeds 500 ppb are auto and other laundries and paint and ink formulations, max observed effluent concn is 3 ppm (auto and other laundries) 5.4 ppm detected in industrial effluent discharge. 1,1,2- Trichloroethane was detected in 2.8% of 1345 USEPA STORET effluent stations at a median concn below 2.0 ppb . Positive identification was made for 1 of 13 effluent samples collected from a community septic tank serving 97 homes near Tacoma, WA . DISCLAIMER - Please Read Return to Previous Page Florida b lru Environmental Services, Inc. Florida - Spectrum List of Services Florida - Spectrum Homepag_e 3/16/2017 Spectrum Laboratories : Chemical Fact Sheet - Cas # 75014 Chemical Fact Sheet Chemical Abstract Number (CAS #) Synonyms Analytical Methods 75014 Vinyl chloride E chloro- EPA Method 502.2 EPA Method 524.1 EPA Method 524.2 EPA Method 601 EPA Method 624 EPA Method 80108 EPA Method 8021A EPA Method 82408 EPA Method 8260A Molecular Formula 1C2H3Cl Use IN PLASTIC INDUSTRY; AS REFRIGERANT; IN ORGANIC SYNTHESES. MONOMER FOR POLY(VINYL CHLORIDE) HOMOPOLYMER. COMONOMER -EG, WITH VINYL ACETATE OR VINYLIDENE CHLORIDE. CHEM INTERMED FOR METHYL CHLOROFORM & 1,1,1 - TRICHLOROETHANE. CHEM INTERMED FOR OTHER ORG CHEMS -EG, CHLOROACETALDEHYDE. MONOMER & COMONOMER FOR FIBERS -EG, VINYON & SARAN FIBERS. OXIDN INHIBITOR IN ETHYLENE OXIDE PRODN. REFRIGERANT & EXTRACTION SOLVENT (FORMER USE). Vinyl chloride is used in the manufacture of numerous products in building and construction, automotive industry, electrical wire insulation and cables, piping, industrial and household equipment, medical supplies, and is depended upon heavily by the rubber, paper, and http: / /www.speclab.com /compound /c75014.htm (1 of 7) [10/7/2008 3:35:40 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 75014 Consumption Patterns glass industries. Adhesives for plastics Vinyl chloride was formerly a component of aerosol propellants. Vinyl chloride and vinyl acetate copolymers are used extensively to produce vinyl asbestos floor tiles. Limited quantities of chloroethene were used in the United States as an aerosol propellant and as an ingredient of drug and cosmetic products. (Former use) MONOMER FOR POLY(VINYL CHLORIDE) RESINS, 85 %; EXPORTS, 13.5 %; MISCELLANEOUS (MOSTLY COPOLYMER USE), 1.5% (1982) 95% FOR POLYVINYL CHLORIDE HOMOPOLYMER AND COPOLYMER RESIN; 4% FOR SYNTHESIS OF METHYL CHLOROFORM; 1% FOR MISC APPLICATIONS (1972) 91% FOR POLYVINYL CHLORIDE CHEMICAL PROFILE: Vinyl Chloride. Polyvinyl chloride, 91 %; exports, 7 %; other, including chlorinated solvents, 2 %. CHEMICAL PROFILE: Vinyl chloride. Demand: 1988: 9.1 billion lb; 1989: 9.2 billion lb; 1993 / projected /: 11.0 billion lb. (Includes exports, but not Vimports, which totaled 227 million lb last year.) Apparent Color COLORLESS GAS OR LIQUID Odor Ethereal odor ; Sweet odor Boiling Point -13.37 deg C Melting Point i -153.8 deg C Molecular Weight 162.50 Density 0.9106 @ 20 DEG C/4 DEG C Although vinyl chloride has an odor at high concn, it is of no value in preventing excessive exposure. The actual N Odor Threshold Concentration vapor concn that can be detected has never been adequately determined and varies from one individual to another, from impurities in the sample and probably from duration of exposure. F— Sensitivity Data JPrimary irritant for skin . http: / /www.speclab.com /compound /c75014.htm (2 of 7) [10/7/2008 3:35:40 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 75014 Environmental Impact Although vinyl chloride is produced in large quantities, almost all of it is used captively for the production of polyvinyl chloride (PVC) and other polymers. Therefore, its major release to the environment will be as emissions and wastewater at these production and manufacturing facilities. If vinyl chloride is released to soil, it will be subject to rapid volatilization with reported half -lives of 0.2 and 0.5 days for evaporation from soil at 1 and 10 cm incorporation, respectively. Any vinyl chloride which does not evaporate will be expected to be highly to very highly mobile in soil and it may leach to the groundwater. It may be subject to biodegradation under anaerobic conditions such as exists in flooded soil and groundwater. If vinyl chloride is released to water, it will not be expected to hydrolyze, to bioconcentrate in aquatic organisms or to adsorb to sediments. It will be subject to rapid volatilization with an estimated half -life of 0.805 hr for evaporation from a river 1 m deep with a current of 3 m /sec and a wind velocity of 3 m /sec. In waters containing photosensitizers such as humic acid, photodegradation will occur fairly rapidly. Limited existing data indicate that vinyl chloride is resistant to biodegradation in aerobic systems and therefore, it may not be subject to biodegradation in aerobic soils and natural waters. It will not be expected to hydrolyze in soils or natural waters under normal environmental conditions. If vinyl chloride is released to the atmosphere, it can be expected to exist mainly in the vapor -phase in the ambient atmosphere and to degrade rapidly in air by gas -phase reaction with photochemically produced hydroxyl radicals with an estimated half -life of 1.5 days. Products of reaction in the atmosphere include chloroacetaldehyde, hydrogen chloride, chloroethylene epoxide, formaldehyde, formyl chloride, formic acid, and carbon monoxide. In the presence of nitrogen oxides, eg photochemical smog situations, the half -life would be reduced to approximately a few hours. Since vinyl chloride is primarily used in limited number of locations, it is unlikely that contamination will be widespread. Major human exposure will be from inhalation of occupational atmospheres and from ingestion of contaminated food and drinking water which has come into contact with polyvinyl chloride packaging material or pipe which has not been treated adequately to remove residual monomer. http: / /www.speclab.com /compound /c75014.htm (3 of 7) [10/7/2008 3:35:40 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 75014 Environmental Fate TERRESTRIAL FATE: If vinyl chloride is released to soil, it will be subject to rapid volatilization based on a reported vapor pressure of 2660 mm Hg at 25 deg C ; half -lives of 0.2 and 0.5 days were reported for volatilization from soil incorporated into 1 and 10 cm of oil, respectively . Any vinyl chloride which does not evaporate will be expected to be highly mobile in soil. It may be subject to biodegradation under anaerobic conditions such as exists in flooded soil and groundwater; however, limited existing data indicate that vinyl chloride is resistant to biodegradation in aerobic systems and therefore, it may not be subject to biodegradation in natural waters. It will not be expected to hydrolyze in soils under normal environmental conditions. AQUATIC FATE: If vinyl chloride is released to water, it will not be expected to hydrolyze, to bioconcentrate in aquatic organisms or to adsorb to sediments. It will be subject to rapid volatilization with an estimated half -life of 0.805 hr for evaporation from a river 1 m deep with a current of 3 m/ sec and a wind velocity of 3 m /sec(1,SRC). In waters containing photosensitizers such as humic acid, photodegradation will occur fairly rapidly. Limited existing data indicate that vinyl chloride is resistant to biodegradation in aerobic systems and therefore, it may not be subject to biodegradation in natural waters. ATMOSPHERIC FATE: If vinyl chloride is released to the atmosphere, it can be expected to exist mainly in the vapor -phase in the ambient atmosphere(1,SRC) based on a reported vapor pressure of 2660 mm Hg at 25 deg C . Gas phase vinyl chloride is expected to degrade rapidly in air by reaction with photochemically produced hydroxyl radicals with an estimated half -life of 1.5 days(3,SRC). Products of reaction in the atmosphere include chloroacetaldehyde, HCl, chloroethylene epoxide, formaldehyde, formyl chloride, formic acid, and carbon monoxide . In the presence of nitrogen oxides, eg photochemical smog situations, the half -life would be reduced to a few hours. AQUATIC FATE: The rate of bulk exchange of gaseous vinyl chloride between atmosphere and water is about twice that of oxygen. As a result the loss of vinyl chloride by volatilization from water is probably the most significant process in its distribution. There is little information pertaining specifically to the rate of adsorption onto particulate matter. In a study on the behavior of vinyl chloride in water no significant http: / /www.speclab.com /compound /c75014.htm (4 of 7) [10/7/2008 3:35:40 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 75014 difference in the rate of loss from distilled water, river water, or effluent from a vinyl chloride plant stirred at the same rate was found, thus indicating negligible adsorption onto particulate matter. Aquatic sediments could exhibit long -term storage of low levels if extreme environmental conditions, such as continual high levels of vinyl chloride input were present in water. AQUATIC FATE: In environments such as municipal water chlorination facilities, high concentrations of chloride would exist. Under certain conditions, vinyl chloride may be converted to more highly chlorinated compounds based on the reactivity of carbon - carbon double bonds with chlorine and hypohalous acid. Dissolved vinyl chloride in water will readily escape into the gas phase, but chemical reactions can occur with water impurities which may inhibit its release. Many salts have the ability to form complexes with vinyl chloride and can increase its solubility. Therefore, the amounts of vinyl chloride in water could be influenced significantly by the presence of salts. DRINKING WATER: In the National Organic Monitoring Survey (1976 -7) 2 samples out of 113 contained detectable levels ( >0.1 ppb) and these averaged 0.14 ppb . Highest value found in USA drinking water is 10 ppb (5,7). 23% of 133 USA cities using finished surface water were pos, 0.1 to 9.8 ppb, 0.4 ppb median of pos samples . A finished groundwater survey in 25 USA cities resulted in 4.0% pos, 9.4 ppb mean(2,6). One contaminated drinking water well contained 50 ppb . Drinking water from PVC pipes contained 1.4 ppb in a recent installation, while a 9 yr old system had 0.03 to 0.06 ppb . DRINKING WATER: USA: National Screening Program, 1977 -1981, 142 water supplies, 4.9% pos, trace to 76 ppb ; state sampling data, 1033 supplies sampled, 7.1% pos, trace to 380 ppb . GROUNDWATER: 4 of 1060 wells in New Jersey were positive . Vinyl chloride (VC) was present in the 10 most polluted wells from 408 New Jersey samples; however, vinyl chloride was not quantified . 15.4% of 13 US cities sampled were pos - 2.2 to 9.4 ppb, 5.8 ppb median(1,2). In a 9 -state survey, 7% of the wells tested were positive, with a maximum value of 380 ppb reported . After train derailment in Manitoba on Mar 10, 1980, in which large amounts of VC was spilled in the snow, 10 ppm max occurred in groundwater which decreased to below 0.02 ppm by 10 wk after the http: / /www.speclab.com /compound /c75014.htm (5 of 7) [10/7/2008 3:35:40 PM] Spectrum Laboratories : Chemical Fact Sheet - Cas # 75014 Drinking Water Impact spill(6). GROUNDWATER: USA 1982 National Ground Water Supply Survey, 466 samples, 1 sample pos at 1.1 ppb (1 ppb quantification limit) . SURFACE WATER: 9.8 ppb max value found in a 1981, 9 state survey(2,3). It was not detected in winter or summer samples from the Delaware River . Vinyl chloride has been detected in 21 out of 606 samples from New Jersey and other USA samples(6). 7.6% of 105 USA cities were positive with pos samples ranging from 0.2 to 5.1 ppb, 3.25 ppb median . On the basis of various model simulations it appears that vinyl chloride should not remain in the aquatic ecosystem under most natural conditions. The loss of vinyl chloride at constant temperature and pressure is a function of water turbulence and mixing efficiency. Experimental decrease of 16 mg /I is 96% in 2 hours when stirred rapidly at 22 deg C in an open beaker of distilled water. In contrast, quiescent water under the same conditions yielded a concn loss over 2 hours of only 25 %. Assuming that all processes involved are strictly first order, the volatilization loss data above yields half - lives of 25.8 minutes for the stirred case and 290 minutes for the quiescent case. EFFL: The only industry with appreciable waste water effluents of vinyl chloride is the organic chemicals mfg /plastic industry where mean levels are 750 ppb . Waste water from 12 PVC plants in 7 USA areas ranged from 0.05 to 20 ppm with typical levels being 2 to 3 ppm . Vinyl chloride has been detected in effluents from chemical and latex plants in Long Beach, California . It was not detected in effluents from major municipal waste water discharges in Southern California . Groundwater from hazardous waste sites, CERCLA Database, 178 sites, 8.7% pos for vinyl chloride . DISCLAIMER - Please Read Return to : Alphabetical List of Compounds j . List of Compounds by CAS Number eI. http: / /www.speclab.com /compound /c75014.htm (6 of 7) [10/7/2008 3:35:40 PM] PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH The attached Groundwater Analytical Summary Tables contain a tabulation of the concentrations of each COC detected in groundwater samples collected from the permanent monitoring wells installed at the Site from 2006 to the present. The Tables contain the ingestions PCLs, the respective RRS -3 MSCs for those compounds for which a RRS -3 value was calculated, and the non - ingestion PCLs (shown only for COCs with an ingestion PCL exceedance). • For ease of review, Table E -1 contains only the data from recent comprehensive groundwater monitoring round in late 2016, so that "current" conditions in the groundwater plume can be reviewed. Table E -2 contains all of the groundwater monitoring data from all of the current wells from 2006 to the present. As noted in Appendix D, Only VC exceeds its RRS -3 MSC. These exceedances are highlighted in green. The following nine compounds exceed a TRRP ingestion PCL in at least one well: TCE; PCE; 1,1 -DCE; cis -1,2 -DCE; 1,1,2 -TCA; 1,2 -DCA; MC; benzene, and VC. These are highlighted in yellow. No compounds exceed the non - ingestion groundwater PCLs. The attached Soil Analytical Summary (Table E -3) contains a tabulation of the range of concentrations for each COC detected in the soil during investigations on the Univar parcel. The table also provides the RRS -2 cleanup values developed for the parcel at that time. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division TABLE E -1 SUMMARY OF MOST RECENT DATA FOR VOCs in GROUNDWATER Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A "GW,nh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Page 1 UMW -3 UMW -1 OW -1 OW -2 OW -3 OW -4 OW -5 OW -6 OW -7 OW -7 MW -3R MW -4R ORW -1 ORW -2 ORW -3 MW -6 DMW -2 DMW -3 DMW -4 DMW -1 Anal to MCL/ RRS -2� RRS -32 Air GWInh-V 3 (Non - Ingestion PCL 9122/16 9121116 9/21116 9/21/16 9121/16 Duplicate 9/21/16 9/21/16 9/21116 11114/16 9121116 9121/16 9/21/2016 9/22/2016 9/22/16 9/22/16 9/22/16 9/22/2016 9/22/16 9/22/16 9/22/16 11/14/16 9/22/16 9/22/2016 1,1,1,2 - Tetrachloroethane 0.0328 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1, 1, 1 -Trichloroethane 0.2 2,000 <0.001 <0.002 <0.001 <0.001 0.0062J <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.0084J <0.001 <0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 0.0044 0.0279 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 <0.001 0.0017 J 0.0371 0.0032 0.0511 0.0439 <0.001 0.14 0.517 0.055 0.0013 <0.001 0.0122 0.001 0.0037 0.00083 J <0.001 0.00311 0.0048 0.252 0.0037 0.00095 J 0.0055 1,1- Dichloroethene 0.007 2.20 1,700 0.0026 0.0137 0.0052 0.0287 0.0093 J 0.0104 <0.001 1.05 1.9 0.018 <0.001 0.00095 J 0.014 0.00098 J 1 0.0185 <0.001 <0.001 <0.001 0.004 0.921 0.0206 <0.001 0.0069 1,1- Dichloro ro ene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,2,4- Trichlorobenzene 0.219 1 <0.001 <0.002 <0.001 <0.001 <0.01 I <0.01 <0.001 1 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 0.00047 J <0.001 1,2,4 - Trimeth (benzene NA <0.001 <0.002 0.0009J <0.001 0.0184 0.0167 <0.001 0.0266 0.0156 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 0.0016 <0.001 0.0012 0.0021 0.0103 <0.001 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.002 <0.004 <0.002 <0.002 <0.02 <0.02 <0.001 <0.01 <0.02 <0.004 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.02 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 ° --- --- - - -- --- -- --- - -- - -- - - -- --- --- --- - - 1,2- Dichloroethane -d4 S 0.005 51 33 --- - -- - -- --- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- 1,2- Dichloroethane 0.005 51 <0.001 0.0021 <0.001 <0.001 <0.01 <0.01 <0.001 0.0043 0.0154 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00086 J 0.003 0.0024 <0.01 <0.001 0.0013 <0.001 1,2- Dichloroethene Total NA n/a ___ ___ _. __ __ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ 1,2- Dichloro ro ane 0.005 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 0.0042 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 - -- -- -- - -- - -- -- -- - -- I -- - -- - -- - -- - -- -- - -- - -- - -- I -- --- 1,3- Dichloro ro ane NA 50 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 - -- -- - -- - -- -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- -- 2,2- Dichloro ro ane NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 --- --- --- - -- --- --- --- --- --- - - -- - -- - - -- --- --- - - -- --- --- - -- 2-Chlorotoluene NA --- --- - --- --- --- --- - --- --- --- --- --- --- --- 2-Hexanone MBK NA <0.01 <0.02 <0.01 <0.01 <0.1 <0.1 <0.01 <0.05 <0.001 <0.02 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA °- I - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- I - -- 4- Chlorotoluene NA ... --- -- ... --- --- --- --- --- --- --- --- - -- - -- - -- --- --- -- 4 -Meth I -2- entanone MIBK 1.83 170,000 <0.01 <0.02 <0.01 <0.01 <0.1 <0.1 <0.01 0.025 0.0503 J 1 <0.02 <0.01 I <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.01 <0.01 <0.01 Acetone 3.65 210,000 <0.05 <0.1 0.0094 J 0.0052 J 0.0825) 0.0668) 0.0058 J 0.393 0.204 J <0.1 0.0089 <0.05 <0.05 0.0135 J <0.05 <0.05 <0.05 <0.05 <0.05 <0.5 <0.05 0.007 J 0.0086 J Benzene 0.005 38 180 <0.001 0.009 0.0262 0.00094 J 0.0517 0.0528 <0.001 0.0784 0.152 0.0638 0.0037 0.00078 J 0.0012 <0.001 0.0088 0.05 0.0205 0.0792 0.0608 0.0328 <0.001 0.011 <0.001 Bromobenzene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.001 <0.002 <0.001 <0.001 <0.01 I <0.01 <0.001 1 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.02 <0.001 <0.001 <0.001 Bromoform 0.1 <0.001 1 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.01 <0.001 <0.001 <0.001 romomet one 0.0511 - -- <0.002 - -- - -- - -- __ <0.005 -- - -- - -- - -- -- <0.01 <0.001 <0.001 <0.001 Carbon Disulfide 3.65 <0.005 <0.01 <0.005 <0.005 <0.05 <0.05 <0.005 <0.025 <0.01 <0.01 <0.005 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.05 <0.005 <0.005 <0.005 Carbon tetrachloride 0.005 5 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 10.001 Chlorobenzene 0.1 <0.001 <0.002 0.0019 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 0.0033 0.0057 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.0014 <0.001 <0.01 <0.001 <0.001 <0.001 Chloroethane 0.73 130 <0.001 0.141 0.0203 <0.001 0.431 0.466 <0.001 0.0449 0.0514 0.0287 0.0682 <0.001 <0.001 <0.001 0.0131 0.0421 0.0203 0.0796 0.0433 <0.01 <0.001 0.0015 <0.001 Chloroform 0.1 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 1 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Chloromethane NA <0.001 <0.002 0.0014 <0.001 <0.01 <0.01 0.0013 1 <0.005 <0.002 0.0015 <0.001 0.00064 J 0.0013 0.00066 J 0.00048 J <0.001 0.0011 0.00092) <0.01 <0.001 0.00055 J 0.0011 cis -1,2- Dichloroethene 0.07 1,200 0.0093 1 0.0078 0.0955 0.0052 0.048 0.052 <0.001 0.76 2.62 0.0394 0.00074 0.0019 0.0593 0.0047 0.0151 <0.001 <0.001 0.00083 J 0.0048 1.94 0.0249 0.00054 J 0.0136 cis -1,3- Dichloro ro ene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Dibromomethane NA - ° - - - --- --- - -- - -- --- - -- --- --- --- - - - Dichlorodifluoromethane NA <0.002 <0.004 0.0659 <0.002 <0.02 <0.02 <0.002 0.0312 0.0628 <0.004 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.002 <0.02 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.001 <0.002 0.0015 <0.001 0.117 0.116 <0.001 0.0189 0.0321 <0.002 0.0012 <0.001 <0.001 <0.001 0.0037 <0.001 0.0093 0.0054 0.0249 <0.001 <0.001 <0.001 Hexachlorobutadiene 0.0109 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Isopropyllbenzene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0015 <0.001 0.0039 <0.01 <0.001 <0.001 <0.001 m & p X lenes 10 2,000 <0.002 1 <0.004 0.0047 <0.002 0.329 0.327 <0.002 0.0548 0.0797 <0.004 0.0012 <0.002 <0.002 <0.002 0.0038 <0.002 0.0039 0.0021 <0.02 <0.002 <0.002 <0.002 m- Dichlorobenzene <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 0.001 <0.001 Methyl ethyl ketone <0.01 <0.02 <0.01 <0.01 <0.1 <0.1 <0.01 0.877 0.304 <0.02 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.01 <0.01 <0.01 Methyl t -butyl ether MTBE NA <0.001 <0.002 0.0013 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 1 0.0017 <0.001 <0.001 <0.001 <0.001 <0.001 0.0021 <0.001 0.0023 0.0056 <0.01 <0.001 0.0023 <0.001 Methylene bromide NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.005 <0.01 <0.005 <0.005 <0.01 <0.01 <0.005 <0.025 0.0113 J <0.01 <0.005 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.05 1 <0.005 <0.005 <0.005 Naphthalene 1.46 <0.005 <0.01 <0.005 <0.005 <0.05 <0.05 <0.005 0.0094 <0.05 <0.01 <0.005 <0.005 <0.005 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.05 <0.005 <0.005 <0.005 n -But (benzene NA <0.001 <0.002 <0.001 <0.001 <0.01 I <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.0028 <0.001 0.0045 <0.01 <0.001 <0.001 <0.001 n-Propylbenzene NA <0.001 1 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 0.0064 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.00044 J 0.0042 <0.001 0.0104 <0.01 <0.001 <0.001 <0.001 o-Chlorotoluene <0.001 <0.002 <0.001 I <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 o- Dichlorobenzene <0.001 0.0013 J 0.0079 <0.001 0.106 0.111 <0.001 0.0209 0.0316 0.0303 0.0029 <0.001 <0.001 <0.001 0.0019 0.0135 0.0074 0.0168 0.0144 <0.01 <0.001 0.0275 <0.001 o -X lene 10 2,000 <0.001 <0.002 0.0034 <0.001 0.11 0.104 <0.001 0.0232 0.037 <0.002 0.0007 <0.001 <0.001 <0.001 <0.001 0.0018 <0.001 0.0051 0.0046 0.0163 <0.001 <0.001 <0.001 p- Chlorotoluene <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Dichlorobenzene <0.001 <0.002 <0.001 <0.001 0.0079 J 0.0077 J <0.001 <0.005 <0.01 0.0021 <0.001 I <0.001 <0.001 <0.001 0.00045 J 0.0026 0.0014 0.0029 0.002 <0.01 <0.001 0.0053 <0.001 p- Isoprop (toluene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 0.0064 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 sec -But (benzene NA <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.0013 <0.001 0.003 <0.01 <0.001 0.001 <0.001 Styrene 0.1 15,000 <0.001 1 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 tert-Bu (benzene NA <0.001 <0.002 <0.001 I <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 0.00058 J <0.001 Tetrachloroethene 0.005 410 500 <0.001 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 0.0056 0.0277 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Toluene 1 1,900 <0.001 <0.002 0.0274 <0.001 0.958 0.931 <0.001 0.302 0.762 0.0013 0.0019 <0.001 <0.001 <0.001 0.0041 0.0136 0.00061 J 0.0118 0.0194 0.0165 <0.001 <0.001 <0.001 Toluene -d8 S NA - - - --- --- --- --- - --- - - --- --- --- trans -1,2- Dichloroethene 0.1 130 <0.001 <0.002 0.00091 J <0.001 0.0053 J <0.01 <0.001 0.0059 0.0128 <0.002 <0.001 <0.001 1 0.0005 J <0.001 <0.001 <0.001 I <0.001 0.0012 <0.001 0.02 <0.001 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 <0.001 <0.002 <0.001 <0.001 <0.01 I <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 0.026 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 1 0.0105 0.0764 <0.002 <0.001 <0.001 0.0029 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 0.0016 Trichlorofluoromethane 11 1 <0.001 1 <0.002 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 10.001 0.128 0.0813 0.0874 0.0452 0.047 0.0016 1.17 2.97 0.123 0.0017 0.0031 0.0278 0.0011 0.0393 0.0029 <0.002 0.0026 0.021 0.949 0.0024 0.0051 0.0034 X lene total 10 2,000 10.003 10.006 0.0081 10.003 0.44 0.431 10.003 0.0779 0.117 10.006 0.0019 10.003 10.003 10.003 10.003 0.0055 10.003 0.009 0.0067 0.0194 J 10.003 10.003 10.003 TOTAL VOCs 0.0379 0.302 0.389 0.1245 2.377 2.709 0.003 5.073 9.695 0.367 0.0996 0.005 0.117 0.008 0.105 0.138 0.059 1 0.23351 1 0.225 4.183 0.052 0.056 0.0321 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A "GW,nh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Page 1 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas Anal to Ingestion PCL RRS -32 arG Wm-v n s (Non - Ingestion PCL )_ 3/22/06 6/15/06 10/4106 12/21106 3/20/07 11/28/07 517/08 11/5/08 4/14/09 10/28109 UMW -3 4/19/10 10/26/10 4/27/11 10/24/11 512/12 10/15/12 4/16/13 10/21/13 3/26/14 10/21114 3130/15 10/8/15 3/29/16 9/22/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 1,1- Dichloroethene 0.007 2.20 1,700 0.00738 0.00756 0.00532 0.00411 0.00629 0.00487 0.00351 0.00668 0.00335 0.0043 0.0053 0.0036 0.004 0.0031 0.0036 0.0037 0.0033 0.0029 0.003 0.0034 0.0026 0.0029 0.0026 0.0026 1,1- Dichloro ropene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0022 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 0.002 <0.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 _ e 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 1,2- Dichloroethane 0.005 51 0.059 __ ___ ___ <0.001 <0.001 1,2- Dichloroethene Total NA n/a 0.019 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- 2,2- Dichloro ropane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 - -- -- - -- - -- - -- - -- - -- - -- -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 2- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 2- Hexanone MBK NA -- - -- - -- -- - -- - -- - -- -- - -- I <0.01 <0.01 <0.01 <0.01 I <0.01 <0.01 I <0.01 <0.01 I <0.01 <0.01 0.01 0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - -- - -- -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- 0.051 - -- - -- °- 4-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- 4 -Meth I -2- entanone MIBK 1.83 170,000 -- - - -- - -- - -- -- -- - <0.01 <0.01 <0.001 <0.01 <0.01 <0.001 <0.001 <0.01 <0.01 <0.01 0.01 0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- - - - - - - -- - -- - 0.0107 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.0105 <0.01 <0.01 0.05 0.05 <0.05 <0.05 <0.05 Benzene 0.005 38 180 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0015 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.002 <0.002 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 <0.005 <0.005 <0.003 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 0.0024 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 I <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 - -- - -- - -- - -- <0.001 cis -1,2- Dichloroethene 0.07 1,200 1 0.0445 0.0541 1 0.0399 0.03 0.045 0.049 0.0455 0.0471 0.0412 0.0402 0.05 0.0305 0.036 0.027 0.0334 0.0228 0.0249 <0.002 0.019 0.0138 0.017 0.0113 0.0187 0.0093 cis -1,3- Dichloro ro ene NA - -- -- - -- - -- - -- -- -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 0.002 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 lsopropyllbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 m & p X lenes 10 2,000 1 <0.006 <0.006 1 <0.006 <0.006 1 <0.006 <0.006 1 <0.004 <0.004 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- -- 0.002 <0.002 <0.002 <0.002 <0.002 m- Dichlorobenzene <0.001 <0.001 <0.001 <0.001 <0.001 Methyl ethyl ketone 0.01 0.01 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.00229 0.00454 <0.002 0.0036 0.0028 0.0013 <0.001 <0.001 <0.001 <0.001 0.0007 <0.002 <0.002 0.00033 0.00047 <0.001 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 0.00827 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 <0.001 <0.001 I <0.01 <0.01 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 1 <0.001 <0.001 I <0.001 <0.001 <0.001 n-Propylbenzene NA 1 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 o- Chlorotoluene <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzene I <0.001 <0.001 <0.001 <0.001 <0.001 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 p- Chlorotoluene <0.001 <0.001 <0.001 <0.001 <0.001 Dichlorobenzene <0.001 <0.001 <0.001 <0.001 <0.001 Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 sec -Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 tert-But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.0013 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene -d8 S NA - -- --- --- --- --- --- --- - -- --- --- - - - -- - - -- - -- 0.05 trans-1,2- Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0017 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 0.0181 1 <0.002 <0.001 I <0.001 <0.001 I <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 Trichloroethene 1 0.005 1 66 24 1 0.00859 1 0.0114 1 0.0101 0.00719 1 0.00814 0.00835 1 0.00739 1 0.00219 1 0.00605 0.0086 0.0051 0.0113 0.0136 0.0209 0.0159 0.0272 0.0198 0.0202 0.018 0.0271 0.0193 0.0255 0.0145 0.026 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 0.00908 0.0124 0.00798 0.00529 0.0102 0.0116 0.00804 0.0122 0.00972 0.0067 0.0059 0.0039 0.0045 0.0025 0.0027 0.0018 0.0017 0.0017 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- - -- <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.006 <0.006 <0.006 <0.003 <0.003 <0.003 <0.003 <0.003 TOTAL VOCs 0.070 0.085 0.063 0.047 0.070 0.082 0.067 0.073 0.060 0.081 0.069 0.051 0.061 0.054 0.056 0.056 0.061 0.043 0.219 0.14063 0.11937 0.0397 0.0358 0.0379 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ 4ir GWinh_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o-dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 1 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas Anal to Ingestion PCL t a RRS -3 AirGWInhV3 (Non-Ingestion)I PCL ) 3/22/06 Duplicate 3/22/06 6/15/06 Duplicate 6/15/06 9/18/06 12/20/06 3/19/07 Duplicate 3/19/07 11/28/07 5/6/08 11/5108 4114/09 10/28/09 UMW -1 4/19/10 10126110 4/27/11 10/25/11 5/2/12 10/15112 4116/13 10/21/13 3127/14 10/27/14 3/30/15 10/8/15 3/28/16 9/21/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,1,1 - Trichloroethane 0.2 2,000 0.0307 0.0245 0.72 0.92 0.0274 0.0188 0.0239 0.0252 0.0732 0.0112 0.0442 0.0174 0.007 <0.005 <0.005 <0.01 0.0744 0.0078 <0.005 <0.002 0.0013 <0.001 <0.001 0.0696 <0.001 <0.001 <0.002 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 0.00664 0.00625 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,1- Dichloroethane 3.65 2,300 0.326 1 0.352 4.07 1 4.94 0.343 0.345 0.385 0.397 1 8.2 1.65 1.15 0.212 0.0804 0.0362 1 0.0318 0.0172 0.212 0.0413 0.0662 0.0126 1 0.0093 <0.001 I <0.001 0.324 0.0075 0.0028 0.0017J 1,1- Dichloroethene 0.007 2.20 1,700 0.0826 0.074 1.38 1.94 0.0539 0.0355 0.0942 0.0981 2.41 0.513 0.237 0.155 0.15 0.331 0.205 0.174 0.161 0.165 0.0618 0.0528 0.0508 0.042 0.0034 0.127 0.125 0.051 0.0137 1,1- Dichloro ropene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0125 <0.0125 <0.025 <0.025 <0.0125 <0.0125 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,2,4 - Trimeth (benzene NA 0.00462 0.00332 0.00559 0.00638 0.00655 <0.003 <0.003 <0.003 0.00467 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.002 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.0025 <0.0125 <0.0125 <0.025 <0.025 1 <0.0125 <0.0125 <0.002 <0.002 1 <0.0014 0.002 1 0.002 <0.002 <0.002 <0.004 1,2- Dibromoethane NA <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,2- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 0.00044 <0.002 <0.001 - -- - -- - -- - -- - 1,2- Dichloroethane -d4 S 0.005 51 33 0.0058 0.0074 0.0192 0.0173 0.0103 0.00309 <0.003 <0.003 0.0217 0.00902 0.00727 <0.002 0.0035 0.0066 0.0067 <0.01 <0.01 <0.005 <0.005 0.0027 <0.002 <0.001 <0.001 <0.001 1,2- Dichloroethane 0.005 51 -- -- -- - -- - -- -- -- -- -- -- -- - -- - -- -- -- -- -- -- -- -- 0.0013 J -- 0.003 0.003 0.0028 0.0021 1,2- Dichloroethene Total NA n/a - -- -_ ___ ___ ___ __ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ 0.015 - -- --- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 -0.002 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 1,3- Dichloro ro ane NA 50 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 2,2- Dichloro ropane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 2- Butanone 1.83 620,000 - -- -- - -- - -- - -- - -- -- - -- - -- - -- __ __ <0.01 <0.05 <0.05 <0.1 <0.1 <0.05 <0.05 <0.01 <0.01 <0.0079 - -- - -- - -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 - - -- - -- - -- 2- Hexanone MBK NA -- -- -- -- - -- - -- -- -- - -- - -- <0.01 <0.05 <0.05 <0.1 <0.1 <0.05 <0.05 <0.01 <0.01 <0.005 0.01 <0.01 <0.01 <0.01 <0.02 4- Bromofluorobenzene S NA -- - -- - -- - -- -- - -- - -- - -- - -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- -- - -- 1 0.051 - -- - -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 - - -- - -- - -- - -- 4 -Meth I -2- entanone MIBK 1.83 170,000 __ __ ___ ___ __ ___ __ ___ ___ ___ __ ___ <0.01 <0.05 <0.005 <0.1 <0.1 <0.005 <0.005 <0.01 <0.01 <0.005 0.01 <0.01 <0.01 <0.01 <0.02 Acetone 3.65 210,000 - -- - - -- - -- - -- - - - <0.01 <0.05 <0.05 <0.1 <0.1 <0.05 <0.05 <0.01 <0.01 <0.01 0.05 <0.05 <0.05 <0.05 <0.1 Benzene 0.005 38 180 0.0135 0.0111 0.0268 0.0255 0.0264 0.0149 0.00778 0.00814 0.0142 0.00976 0.00916 0.00699 0.0062 0.0098 0.01 <0.01 0.0132 0.0103 0.0108 0.0084 0.0076 0.0084 <0.001 <0.001 0.0101 0.0095 0.009 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.002 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 1 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 1 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.025 <0.002 <0.002 <0.001 - -- - -- - -- - -- <0.002 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.025 <0.025 <0.05 <0.05 <0.025 <0.025 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.005 <0.01 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Chloroethane 0.73 130 8.05 7.47 9.75 13.2 <0.005 16.4 4.93 5.24 1.77 0.722 0.588 0.306 0.216 0.346 0.319 0.343 0.347 0.387 0.31 0.32 0.315 0.29 <0.001 0.324 0.349 0.19 0.141 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 1 <0.005 <0.005 <0.002 <0.002 <0.001 - -- - -- - -- - -- <0.002 cis -1,2- Dichloroethene 0.07 1,200 0.0223 0.024 0.483 0.638 0.0198 0.0118 0.0324 0.0329 0.815 0.147 0.0739 0.0582 0.0487 0.111 0.0755 0.0725 0.0627 0.0907 0.0267 0.0182 1 0.019 0.015 1 0.0138 0.0337 0.0372 0.0174 0.0078 cis -1,3- Dichloro ro ene NA - -- -- - -- - -- - -- -- -- I - -- - -- - -- - -- -- <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.002 Dibromochloromethane 0.06 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.002 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 1 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 0.002 <0.002 <0.002 <0.002 <0.004 Ethyl benzene 0.7 4,200 0.0114 0.00846 0.0158 0.0158 0.0188 0.0122 0.00329 0.00346 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.00043 <0.001 0.00034 <0.001 <0.001 <0.002 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.0011 <0.001 <0.001 <0.001 <0.001 <0.002 Isopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 I <0.01 <0.005 <0.005 <0.002 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 m & p X lenes 10 2,000 0.0132 0.00809 0.0114 0.0109 0.031 0.0177 <0.006 <0.006 0.00619 <0.004 <0.004 1 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.002 <0.002 0.00079 J <0.002 <0.004 m- Dichlorobenzene <0.001 I <0.001 <0.001 <0.001 <0.002 Methyl ethyl ketone 0.01 1 <0.01 <0.01 <0.01 <0.02 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 1 <0.005 <0.005 <0.01 <0.01 <0.05 <0.05 <0.002 <0.002 <0.00047 0.00033 <0.001 <0.001 <0.001 <0.002 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 0.0126 0.0124 0.0132 0.00304 <0.003 <0.003 0.00827 <0.003 <0.003 <0.003 <0.001 <0.005 <0.05 <0.01 <0.01 <0.005 <0.005 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.01 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 0.00322 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.05 <0.05 <0.1 <0.1 <0.05 <0.05 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.01 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 n-Propylbenzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 1 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 o- Chlorotoluene <0.001 <0.001 <0.001 <0.001 <0.002 o- Dichlorobenzene <0.001 1 0.00077 0.0014 0.0015 0.0013 J o -X (ene 10 2,000 0.00768 0.00545 0.0131 0.0124 0.0146 0.00842 <0.003 <0.003 0.00763 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 0.00034 <0.001 <0.001 <0.002 p- Chlorotoluene <0.001 <0.001 <0.001 <0.001 <0.002 - Dichlorobenzene <0.001 <0.001 <0.001 <0.001 <0.002 Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Styrene 0.1 15,000 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Tetrachloroethene 0.005 410 500 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 Toluene 1 1,900 0.0315 0.0202 0.0591 0.0589 0.0986 0.0424 0.00325 0.0032 0.0476 <0.003 <0.003 1 <0.003 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.005 <0.005 <0.0025 <0.001 I <0.001 <0.001 <0.001 <0.002 Toluene -d8 S NA - -- --- --- --- - -- --- --- --- --- --- - --- --- --- -- --- --- --- - - trans-1,2- Dichloroethene 0.1 130 <0.003 <0.003 0.00599 0.00532 <0.003 <0.003 <0.003 <0.003 0.00705 0.00266 <0.002 <0.002 0.0019 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 0.00056 J <0.001 <0.002 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 -0.002 Trichloroethene 0.005 66 24 <0.003 <0.003 0.00357 0.00377 <0.003 <0.003 <0.003 <0.003 0.00324 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 <0.005 <0.005 <0.002 <0.002 <0.001 0.0271 0.0016 <0.001 <0.001 <0.002 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 -0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.005 <0.005 <0.01 <0.01 -0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 Vinyl chloride 0.002 0.32 3.8 0.146 0.116 0.0482 0.0396 0.111 0.116 1.17 0.822 0.774 0.558 0.354 0.6 0.756 0.742 0.518 0.577 0.437 0.384 0.392 0.36 <0.001 0.216 0.327 0.2582 0.128 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.015 <0.015 <0.03 <0.03 <0.015 <0.015 <0.006 -0.006 <0.0014 <0.003 0.00088 :7 03 <0.003 -0.006 TOTAL VOCs 8.745 8.125 17.127 22.637 0.715 16.952 5.591 5.924 14.559 3.887 2.884 1.314 0.868 1.481 1.404 1.349 1.388 1.279 0.913 0.799 0.795 0.781 0.141 1 1.103 0.860 0.275 0.302 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 2 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas Anal to Ingestion PCL I RRS -3 2 a'GWi"hvs (Non - Ingestion PCL ) 3/22/06 6/14/06 9/18/06 12/20/06 3/20/07 11/28/07 5/6/08 11/5/08 4/14/09 Duplicate 4/14/09 10/28/09 OW -1 4119110 10/26110 4/27/11 10/24/11 512/12 10/15/12 4/15/13 Duplicate 4/15/13 10/22/13 3/26/14 10/21/14 3/30/15 1016/15 3/28/16 9/21/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.00766 1 0.0265 0.00444 1 <0.003 0.00995 1 0.00367 0.0026 1 0.00319 <0.002 1 <0.002 0.0034 1 0.0035 0.0088 1 0.0417 0.0383 0.0231 0.0252 0.0421 0.0393 0.0661 0.043 0.0488 0.0252 0.148 0.0326 0.0371 1,1- Dichloroethene 0.007 2.20 1,700 0.00301 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 0.0015 0.0011 0.0023 0.0251 0.0175 0.0076 0.0123 0.0256 0.0234 0.047 0.018 0.0197 0.0094 0.0425 0.0049 0.0052 1,1- Dichloropropene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 0.0017 0.0012 0.0014 0.0031 0.00087J 0.0009J 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 1 <0.0025 <0.002 1 <0.002 <0.02 1 <0.002 <0.002 1 <0.002 <0.002 1 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 0.011 0.00997 0.00744 <0.003 0.00862 0.00509 0.00412 0.00469 0.00384 0.004 0.0044 0.0032 0.0064 0.012 0.015 0.0132 0.0119 0.015 0.014 0.0268 0.016 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 1,2- Dichloroethane 0.005 51 -- -- -- -- -- -- -- -- -- -- -- - -- - -- -- -- -- -- -- -- - -- 0.052 - -- - -- <0.001 <0.001 1,2- Dichloroethene Total NA n/a - -- -_ ___ ___ ___ ___ ___ __ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ 0.4 - -- --- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 0.00068 0.0004 0.0013 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 - -- - -- - -- - -- --- 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00048 0.00048 <0.02 <0.002 2,2- Dichloropropane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 - -- -- - -- - -- - -- - -- - -- -- - -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.01 - -- - -- - -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 - -- - -- - -- - -- -- 2- Hexanone MBK NA -- - -- - -- - -- - -- - -- -- -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.01 0.01 <0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA -- - -- - -- - -- - -- -- - -- - -- -- -- -- -- -- I - -- -- I - -- -- I - -- 0.05 -- I - -- -- -- -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 - -- - -- - -- -- -- 4 -Meth I -2- entanone MIBK 1.83 170,000 __ __ ___ ___ ___ __ __ - ___ ___ <0.01 <0.01 <0.001 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.01 0.01 <0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- - -- - -- - - - - -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.01 0.05 <0.05 <0.05 <0.05 0.0094 J Benzene 0.005 38 180 0.035 0.0179 0.00796 0.00362 0.016 <0.003 0.00553 0.00306 0.00659 0.00721 0.0032 0.0056 0.0077 0.0125 0.0079 0.0107 0.0031 0.0048 0.0047 <0.02 0.0045 0.0042 0.0049 0.0272 05055 0.0262 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.03 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.002 <0.02 <0.002 - -- - -- - -- - -- - -- Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 0.0014 0.0014 <0.001 0.0015 0.0015 <0.02 0.0033 0.0052 0.002 0.0088 0.0016 0.0019 Chloroethane 0.73 130 1.74 0.827 <0.003 0.0723 0.223 0.00715 0.0455 0.0174 0.0623 0.064 0.0187 0.03 0.0524 0.0782 0.0425 0.0841 <0.001 0.0231 0.021 <0.02 0.029 0.013 0.0232 0.159 0.0256 0.0203 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 1 <0.002 - -- - -- - -- - -- 0.0014 cis -1,2- Dichloroethene 0.07 1,200 0.00732 <0.003 <0.003 <0.003 0.00848 <0.003 <0.002 0.0034 0.0081 0.00796 0.0059 0.0032 0.0087 0.167 0.136 0.0588 0.148 0.319 0.309 0.921 0.4 0.311 0.119 0.502 a 0.0606 0.0955 cis -1,3- Dichloro ro ene NA - -- -- -- -- -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 - -- - -- - -- - -- - -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 0.0304 <0.002 <0.002 <0.001 0.0343 <0.001 <0.001 0.196 <0.001 <0.001 <0.002 <0.002 <0.02 0.55 0.187 0.153 0.536 a 0.0619 0.0659 Ethyl benzene 0.7 4,200 0.00788 0.00611 <0.003 <0.003 0.00316 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 0.0025 0.0011 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 0.0026 0.0014 0.0019 0.0068 0.0015 0.0015 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 lsopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 1 <0.002 <0.02 1 <0.002 <0.001 <0.001 0.00061 J <0.001 <0.001 m & p X Ienes 10 2,000 <0.006 0.00702 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0056 0.0031 0.0186 0.0031 0.0047 m- Dichlorobenzene - -- -- - -- - -- - -- -- -- -- - -- - -- - -- - -- - -- -- -- - -- - -- - -- - -- - -- 0.00065 <0.001 <0.001 <0.001 <0.001 Methyl ethyl ketone - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 0.00098 0.00041 0.00038 <0.001 <0.001 0.0013 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 0.0103 0.00616 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 <0.001 <0.001 0.001 <0.001 <0.005 <0.005 <0.05 <0.005 0.005 <0.005 0.0019 J <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.005 <0.05 <0.005 0.005 <0.005 <0.005 <0.005 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 0.00052 J <0.001 <0.001 n-Propylbenzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 0.00056 J <0.001 <0.001 o- Chlorotoluene - -- -- -- -- -- - -- - -- - -- -- -- -- I - -- -- -- -- -- -- -- <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzene - -- - -- __ __ __ __ - ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ 0.0247 0.014 0.0317 0.008 0.0079 o -X lene 10 2,000 0.00587 0.00441 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0061 0.005 0.0279 0.004 0.0034 p- Chlorotoluene - -- - -- - -- - - -- - -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 Dichlorobenzene -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- - -- -- -- -- -- -- 0.00091 0.00051 0.0011 <0.001 <0.001 Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 0.00048 J <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.03 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 0.0049 0.0182 <0.003 <0.003 <0.003 <0.003 <0.003 0.00314 <0.003 <0.003 0.001 <0.001 0.0121 0.0175 0.0092 0.0055 0.0036 <0.005 0.007 <0.05 0.038 0.0365 0.0135 0.196 0.0082 0.0274 Toluene -d8 S NA - -- --- --- --- --- --- - --- --- --- - - - --- --- --- --- --- --- - 0.048 --- --- --- --- --- trans-1,2-Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 0.0018 0.0019 0.0013 0.0011 0.0019 0.0017 <0.02 0.0015 0.002 0.00084 0.0033 0.00058J 0.00091 J trans -1,3- Dichloro ro ene NA 115 - -- -- - -- - -- - -- - -- -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 1 66 24 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 I <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 1 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 0 -00878 <0.02 0.00224 <0.002 0,0148 0.00467 <0.002 0.00728 0.016 0.0152 0.008 0.0064 0.0184 0.139 0.166 0.108 0.111 0.224 0.205 0.25 0.208 0.086 0.055 0.0813 Xylene (total) 10 2,000 <0.003 0.0146 0.005 0.0118 0.0059 0.0085 0.0039 0.0028 0.0026 <0.06 0.01 0.0118 0.0081 0.0465 0.0072 0.0081 TOTAL VOCs 1.842 0.923 1 0.022 0.076 0.284 0.021 0.058 1 0.073 0.097 0.098 0.046 0.104 0.123 0.507 0.638 0.323 0.320 0.660 0.630 1.474 1.949 0.969 0.472 0.722 0.280 0.389 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ 4ir GWIrh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 3 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas Anal to Ingestion PCL 1 RRS -3 Z A GW nh_V 3 (Non- Ingestion PCL) 3/23/06 6/14106 9/20/06 12/21106 3/20/07 11/28/07 517/08 11/3/08 4/15/09 10/28109 4119110 OW -2 10/27/10 4/27/11 10/24/11 512/12 10/15/12 4/15/13 10/22/13 3/26/14 10/21/14 3/30/15 10/6/15 3/28/16 9/21/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1, 1, 2-Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 <0.003 <0.003 <0.003 <0.003 <0.003 0.00471 <0.002 0.00412 <0.002 0.0016 0.0014 0.0156 0.0099 0.0063 0.0057 0.002 0.0019 0.0021 0.022 0.0162 0.038 0.0128 0.008 0.0032 1,1- Dichloroethene 0.007 2.20 1,700 <0.003 <0.003 <0.003 <0.003 0.00323 0.00616 <0.002 0.00505 <0.002 0.0029 0.0023 0.0233 0.0114 0.0233 0.0119 0.0164 0.0072 0.0174 0.05 0.0666 0.0039 0.0293 0.0303 0.0287 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 1 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 1 <0.002 <0.002 1 <0.002 - -- -- - -- - -- 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0013 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 0.0011 <0.001 0.00056 <0.001 1,2- Dichloroethane 0.005 51 0.057 <0.001 0.53 J <0.001 <0.001 1,2- Dichloroethene Total NA n/a -- -- -_ __ -_ -_ -_ -_ -_ -_ ___ ___ -_ __ -_ __ -_ -_ 0.014 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 - -- - -- - -- ... 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 - utanone 1.83 620,000 - -- - -- -- - -- - -- - -- -- -- __ <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 - -- - -- - -- °- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 _. ... - -- ... _. 2- Hexanone MBK NA - -- -- -- - -- - -- - -- - -- -- -- <0.01 <0.01 I <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- 0.055 °- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 4 -Meth I -2- entanone MIBK 1.83 170,000 - -- -- -- -- -- -- - -- <0.01 <0.01 <0.001 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 I <0.01 <0.01 <0.01 Acetone 3.65 210,000 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.05 <0.05 <0.05 0.0052 J Benzene 0.005 38 180 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 1 0.00083 0.0018 0.008 0.001 <0.001 0.00094 J Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.002 <0.002 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 <0.005 <0.005 <0.003 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 0.0036 <0.001 <0.001 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA 1 <0.005 <0.005 1 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 - -- - -- - -- - -- <0.001 cis -1,2- Dichloroethene 0.07 1,200 <0.003 0.0066 0.0115 0.0115 0.00266 0.0366 0.00201 0.0202 0.00299 0.0068 0.0036 0.0163 0.0068 0.0044 0.0047 0.0041 0.0025 0.0035 0.014 0.0167 1 0.00076 0.0086 0.0044 0.0052 cis -1,3- Dichloro ro ene NA <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 - -- - -- -- - -- I - -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 0.002 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Isopropylberizene NA 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 m & p X lenes 10 2,000 <0.006 <0.006 <0.006 <0.006 1 <0.006 <0.006 1 <0.004 <0.004 1 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.002 <0.002 <0.002 <0.002 <0.002 m- Dichlorobenzene -- -- -- - -- - -- - -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 I <0.001 <0.001 <0.001 <0.001 Methyl ethyl ketone - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.01 <0.001 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 0.0013 <0.001 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.005 n -But (benzene NA 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 o- Chlorotoluene -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzene - -- -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- - -- - -- - -- - - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 p- Chlorotoluene ___ __ __ __ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ - -- <0.001 <0.001 <0.001 <0.001 <0.001 Dichlorobenzene -- -- -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 sec -But (benzene NA 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene -d8 S NA --- - - --- --- --- --- - --- --- --- --- --- --- --- --- --- --- 0.049 trans-1,2- Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- I <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 I <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 <0.002 <0.02 0.00526 0.00986 0.0266 0.0583 <0.002 0.0383 0.00681 0.014 0.0099 0.0879 0.0413 0.0713 0.0393 0.0476 0.0228 0.0691 0.15 0.156 0.0545 0.0713 0.044 0.0874 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 Z__ 0.003 Z__ 0.006 <0.006 <0.006 <0.003 <0.003 <0.003 <0.003 <0.003 TOTAL VOCs ND 0.007 0.017 0.021 0.032 0.106 0.002 0.068 0.010 0.025 0.017 0.144 0.069 0.105 0.062 0.070 0.034 0.092 0.413 0.2813 0.11062 1 0.123 1 0.0867 0.1245 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 4 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ ° "GWI h_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o-dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- Chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 5 Anal to Ingestion PCL I RRS-3 s a.GW "h_vs (Non- Ingestion PCL ) 3/20/06 6/14/06 9/19/06 12120/06 3/20/07 11/28/07 517/08 Duplicate 5/7/08 11/3/08 4/13/09 10/28/09 4/19/10 10/27/10 4/27/11 10/24/11 Duplicate 10/24111 5/2/12 Duplicate 5/2/2012 10/15/12 4115/13 10/22/13 3/22/14 10/20114 3130115 10/6/15 3/28/16 Duplicate 3/28/16 9/21/16 Duplicate 9/21/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,1,1 - Trichloroethane 0.2 2,000 <0.003 0.00808 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 0.00259 <0.002 <0.001 <0.001 0.0013 0.0012 <0.001 <0.005 0.0012 0.0013 0.0019 <0.002 <0.002 <0.002 0.0029 <0.001 0.0067 <0.001 <0.001 0.0062 J <0.01 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,1- Dichloroethane 3.65 2,300 0.0113 1 0.0392 0.0932 1 0.0263 0.0456 1 0.0468 0.0281 1 0.0314 0.0846 1 0.0408 0.016 1 0.0252 0.044 1 0.0254 0.0754 1 0.0656 0.0712 0.0722 0.0813 0.0441 0.0503 0.0503 1 0.0342 0.0157 0.0653 0.0231 0.023 0.0511 1 0.0439 1,1- Dichloroethene 0.007 2.20 1,700 <0.003 0.0107 <0.003 <0.003 0.00371 <0.003 0.00301 0.00357 <0.002 <0.002 <0.001 <0.001 <0.001 0.001 <0.001 <0.005 0.0014 0.0014 <0.001 <0.002 <0.002 0.029 0.0051 0.00048 <0.001 <0.001 <0.001 0.0093 J 0.0104 1,1- Dichloro ropene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.0025 Q.0025 <0.0025 <0.0025 <0.0025 <0.0125 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 0.00043 <0.001 <0.001 <0.001 <0.001 <0.01 <0.01 1,2,4 - Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 0.0167 <0.002 0.002 <0.001 0.0249 0.0123 0.0044 <0.005 0.016 0.0166 0.0295 <0.002 0.0132 0.0132 0.0385 0.00046 0.0204 0.00040J 0.00041J 0.0184 0.0167 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.0025 0.0025 <0.0025 <0.0025 <0.0025 <0.0125 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.02 <0.02 1,2- Dibromoethane NA <0.003 1 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.002 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 1 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,2- Dichlorobenzene 0.6 <0.003 0.0814 0.0398 <0.003 0.0615 0.0419 0.00462 0.00554 0.112 0.0104 0.0019 0.027 0.141 0.124 0.0368 0.0358 0.122 0.131 0.102 0.0518 0.0465 0.12 0.0025 - - -- - - -- - -- - -- - -- -- 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 1,2- Dichloroethane 0.005 51 0.056 <0.01 <0.01 <0.01 <0.001 <0.001 <0.01 <0.01 1,2- Dichloroethene Total NA n/a -_ __ __ __ _ __ __ __ _ __ __ __ __ __ __ _ ___ __ __ ___ 0.0068 <0.01 <0.01 <0.01 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 0.00612 <0.002 <0.001 <0.001 0.0101 0.0047 0.0022 <0.005 0.0064 0.0067 0.009 0.00075 0.0036 <0.002 0.0074 0.00056 0.0032 <0.001 <0.001 <0.01 <0.01 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 0.0016 0.0012 <0.001 <0.005 0.0015 0.0017 0.0011 0.00082 0.0013 <0.002 0.193 1,3- Dichloro ro ane NA 50 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 1,4- Dichlorobenzene 0.075 <0.003 0.00556 0.003 <0.003 0.00443 <0.003 <0.002 <0.002 0.0066 <0.002 <0.001 0.0018 0.0076 0.0059 0.0022 <0.005 0.0076 0.0084 0.0056 0.0032 0.0028 0.0073 0.0126 - - -- - - -- -- -- 2,2-Dichloropropane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 2- Butanone 1.83 620,000 -- --- --- --- --- --- -- -- -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 - -- - -- -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 0.0029 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 - -- - -- - -- - -- 2- Hexanone MBK NA - -- - -- - -- - -- -- -- -- -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.1 4- Bromofluorobenzene S NA - -- - -- - -- - -- -- - -- - -- - -- -- - -- - -- - -- - -- -- -- -- - -- -- - -- 0.049 <0.01 <0.01 <0.01 -- -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 0.00093 4 -Meth I -2- entanone MIBK 1.83 170,000 - - -- - -- -- -- -- - - -- - -- - -- <0.01 <0.001 0.0026 1 <0.01 <0.01 1 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 I <0.01 <0.01 <0.01 <0.01 <0.01 <01 <01 Acetone 3.65 210,000 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.0154 <0.050 <0.050 <0.05 <0.05 0.0825.1 0.0668J Benzene 0.005 1 38 180 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 0.00395 0.00217 0.0018 0.0046 0.013 0.0061 0.0139 0.0123 0.0201 0.0208 0.0338 0.0309 0.0208 0.0099 0.0387 0.0057 0.0375 0.0099 0.0101 0.0517 0.0528 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 <0.01 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.005 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.005 <0.005 1 <0.005 <0.005 1 <0.025 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 1 <0.002 <0.002 <0.002 <0.005 <0.005 <0.05 <0.05 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 0.0011 0.00028 0.0013 0.00048.1 0.00047J <0.01 <0.01 Chloroethane 0.73 130 0.0361 0.0543 <0.003 0.0575 0.052 0.0702 0.155 0.137 0.244 0.126 0.0953 0.242 0.27 0.0648 0.183 0.161 0.188 0.188 0.245 0.372 1 0.145 0.023 0.376 0.0228 0.218 a 0.0143 0.014 0.431 0.466 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 - - -- - -- -- - -- <0.01 <0.01 cis -1,2- Dichloroethene 0.07 1,200 0.019 0.0418 0.0112 0.0186 0.0324 0.00787 0.0148 0.0161 0.00351 0.00414 0.0058 0.0024 0.0052 0.0031 0.0033 <0.005 0.0032 0.0027 <0.001 0.0029 0.0029 0.004 0.0072 0.0033 0.0021 0.0035 0.0035 0.048 0.052 cis -1,3- Dichloro ro ene NA -- - -- - -- -- -- -- -- -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Dibromochloromethane 0.06 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.002 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 1 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Dibromomethane NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 - - -- a -- -- -- -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.00068 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.02 <0.02 Ethyl benzene 0.7 4,200 <0.003 0.0144 0.00884 <0.003 <0.003 0.00535 <0.002 <0.002 0.026 <0.002 0.0019 0.007 0.0308 0.0074 0.0228 0.0232 0.0337 0.0357 0.0946 0.0722 1 0.0576 0.00068 0.173 0.00094 0.0652 0.0023 0.0022 0.117 0.116 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 lsopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 0.00234 <0.002 <0.001 <0.001 0.003 0.0023 0.0015 <0.005 0.0043 0.0048 0.0075 0.0057 0.0044 <0.002 0.0068 0.0015 0.0047 0.0023 0.0023 <0.01 <0.01 m & p X Ienes 10 2,000 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 0.126 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.367 <0.002 0.27 <0.002 <0.002 0.329 0.327 m- Dichlorobenzene -- - -- - -- -- -- -- - -- - -- -- -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- -- 0.00097 0.0021 0.0013 0.0013 <0.01 <0.01 Methyl ethyl ketone - -- --- --- --- --- --- - -- --- --- --- -- --- -- --- --- --- --- --- --- -- <0.01 <0.01 <0.01 <0.1 <0.1 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 1 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.01 <0.01 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.01 <0.01 0.0019 <0.001 <0.005 0.0019 0.002 0.0024 <0.005 <0.005 <0.005 0.0042 <0.005 0.0028 J <0.005 <0.005 <0.01 <0.01 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 0.00585 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 0.0099 <0.005 0.0047 J <0.005 <0.005 <0.05 <0.05 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 0.0015 <0.001 <0.001 <0.005 0.0032 0.0021 <0.001 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.001 <0.001 <0.01 <0.01 n-Propylbenzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 0.00351 <0.002 0.0012 <0.001 0.0039 0.0025 0.0017 <0.005 0.005 0.0054 0.0072 0.0062 0.0054 0.0054 0.0076 0.0014 0.0045 0.0018 0.0018 <0.01 <0.01 o- Chlorotoluene -- - -- - -- -- -- -- -- -- - -- - -- - -- - -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- 0.002 <0.001 <0.001 <0.01 <0.01 o- Dichlorobenzene - __ __ __ ___ ___ __ ___ ___ ___ ___ __ ___ ___ ___ ___ 0.0809 0.188 0.111 0.111 0.106 0.111 o-X lene 10 2,000 <0.003 0.00581 0.00381 <0.003 0.00338 0.00461 <0.002 <0.002 0.0375 <0.002 - -- -- -- - -- - -- - -- - -- -- - -- - -- - -- 0.134 0.0011 0.105 0.0011 0.0011 0.11 0.104 p- Chlorotoluene -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.01 <0.01 - Dichlorobenzene -- -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- -- -- -- -- - -- - -- 0.0042 0.0099 0.0062 0.0063 0.0079 J 0.0077 J Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 0.0011 <0.001 <0.001 <0.002 <0.002 <0.002 0.00060 <0.001 I <0.001 <0.001 <0.001 <0.01 <0.01 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 0.00077 <0.001 0.00070 J 0.00040J <0.001 <0.01 <0.01 Styrene 0.1 15,000 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 <0.01 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 0.0021 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Toluene 1 1,900 <0.003 0.0055 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.0212 <0.003 0.0013 0.0012 0.0256 0.0113 0.0157 0.0134 0.0095 0.0108 0.025 <0.005 0.017 0.017 0.824 <0.001 0.175 <0.001 <0.001 0.958 0.931 Toluene -d8 S NA --- --- --- --- - -- --- --- --- --- - --- --- --- - -- --- - --- 11 --- --- 0.049 _. trans -1,2- Dichloroethene 0.1 130 <0.003 <0.003 0.00747 <0.003 <0.003 0.00721 0.00763 0.00799 0.0156 0.0116 0.008 0.0191 0.024 0.0124 0.0345 0.0273 0.0241 0.0244 0.0242 0.0189 0.0029 0.0095 0.0061 1 0.0024 0.0043 0.0048 0.0048 0.0053 J <0.01 trans -1,3- Dichloro ro ene NA 115 -- - -- - -- - -- - -- - -- -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Trichloroethene 0.005 66 24 <0.003 0.0246 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.00056 <0.002 <0.002 <0.002 <0.002 <0.002 0.00061.1 0.00063.1 <0.01 <0.01 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.01 <0.01 Vinyl chloride 0.002 0.32 3.8 0.0101 0.0344 0.0594 0.081 0.079 0.0135 0.226 0.175 0.00326 0.0413 0.0054 0.0061 0.0041 0.0041 0.0313 0.0224 0.0199 0.0192 0.0028 0.0194 0.0038 0.0045 0.0256 0.0016 0.0019 0.0017 0.0018 0.0452 0.047 Xylene (total) 10 2,000 - -- - -- 0.0033 0.018 0.213 0.205 0.0408 0.0409 0.134 0.144 0.23 0.005 0.0493 0.490 0.0016 0.375 0.00181 0.00191 0.44 0.431 TOTAL VOCs 0.077 i 0.326 0.227 0.183 0.282 0.197 0.439 1 0.377 0.721 0.236 0.144 0.354 0.827 0.499 0.470 0.402 0.675 0.699 0.906 1 0.635 0.427 1 0.455 0.054 0.146 1 1.344 0.183 1 0.183 2.377 1 2.709 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ ° "GWI h_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o-dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- Chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 5 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ " "GW „h_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 6 OW -4 Anal to Ingestion PCL RRS -3 s arGWI "hv3 (Non- Ingestion PCL 6/14/06 9/20/06 12/20/06 3120107 11/27/07 517/08 11/3/08 4/15/09 10/28/09 4/19/10 10/26/10 4/27/11 10/24/11 5/2/12 10/15/12 4/15/13 10/21/13 Duplicate 10/21/13 3/26/14 10/20/14 3/30/15 10/6/15 3/29/16 9/21/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1, 1, 2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.002 1 <0.002 <0.002 0.0011 0.0036 0.0036 0.0024 1 0.0014 0.0016 0.0015 0.0019 <0.002 <0.002 <0.002 0.0023 <0.001 <0.001 <0.001 I <0.001 1,1- Dichloroethene 0.007 2.20 1,700 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 0.0035 0.0039 0.0018 0.0012 0.0018 0.0023 0.0028 0.0029 <0.002 0.0047 0.0050 <0.001 0.0018 0.00066.1 <0.001 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 cO.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.002 <0.001 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 1 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0015 0.0016 0.0051 0.0021 0.002 0.0011 <0.001 0.0013 <0.002 <0.002 0.0083 <0.001 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 1,2- Dichloroethane 0.005 51 0.056 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichloroethene Total NA n/a <0.002 <0.002 <0.002 <0.002 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 I <0.001 <0.002 1 <0.002 <0.002 1 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 0.0011 1,3- Dichloro ro ane NA 50 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 - -- - -- - -- --- 2,2- Dichloro ropane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 - -- - -- 2- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 2- Hexanone MBK NA - -- -- -- -- -- -- <0.01 <0.01 I <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 I <0.01 <0.01 I <0.01 <0.01 I <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- -- - -- - -- -- - -- - -- -- - -- - -- - -- -- -- -- -- -- 0.05 <0.001 - -- -- -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 - -- - -- - -- 4 -Meth I -2- entanone MIBK 1.83 170,000 - -- -- -- - -- - -- - -- -- <0.01 <0.01 <0.001 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.05 <0.05 0.0058 J Benzene 0.005 38 180 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0029 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 0.00085 <0.001 <0.001 <0.001 <0.001 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.002 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 <0.005 <0.003 <0.005 <0.005 <0.005 <0.002 <0.002 1 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 1 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 - -- - -- - -- 0.0013 cis -1,2- Dichloroethene 0.07 1,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0016 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00088 <0.002 <0.002 <0.002 0.0011 <0.001 0.00048 J <0.001 <0.001 cis -1,3- Dichloro ro ene NA - -- - -- -- -- -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 - -- - -- - -- - -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Isopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 I <0.001 m & p X lenes 10 2,000 <0.006 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.002 <0.002 m- Dichlorobenzene - -- - -- -- -- -- - -- - -- -- -- - -- - -- -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 Methyl ethyl ketone - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- <0.001 <0.001 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 <0.005 <0.001 <0.001 <0.001 <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 <0.005 <0.001 <0.001 <0.001 <0.005 <0.005 n-Butylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 1 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 o- Chlorotoluene - -- - -- -- -- -- - -- - -- - -- -- - -- - -- - -- -- -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzene ___ __ __ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ <0.001 0.00036 J <0.001 <0.001 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 -- - -- - -- - -- - -- - -- - -- - -- - -- -- <0.001 <0.001 <0.001 <0.001 <0.001 p- Chlorotoluene - -- -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 Dichlorobenzene -- -- -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 1 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene -d8 S NA - -- - -- __ __ ___ ___ ___ ___ ___ ___ ___ ___ __ __ __ 0.049 <0.001 <0.001 I <0.001 - -- -- trans-1,2- Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 <0.02 <0.002 <0.002 0.00219 0.00758 <0.002 <0.002 <0.002 0.0019 0.0089 0.0133 0.0105 0.0092 0.0112 0.0127 0.0175 0.0181 0.0178 0.027 0.0217 0.00091 0.0055 0.0021 0.0016 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- <0.003 70.003 70.003 70.003 <0.003 <0.003 <0.003 <0.006 70.006 70.006 <0.006 <0.001 <0.001 <0.001 <0.003 <0.003 TOTAL VOCs ND ND ND 1 0.002 1 0.008 ND ND I ND 0.006 1 0.018 0.029 0.017 0.014 0.016 0.017 0.024 0.021 0.018 0.195 0.000 0.001 0.007 0.002 0.003 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ " "GW „h_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 6 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < =less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 7 Anal to Ingestion PCL t RRS-3 2 a.GWi "hv3 (Non - Ingestion PCL ) 3/22/06 6/14/06 9/19/06 12/20/06 3/20/07 11/28/07 Duplicate 11/28/07 5/7/08 11/3/08 4/13/09 10/28/09 4/19/10 10/27/10 4/27/11 10/24/11 5/2/12 10/15/12 4/15/13 10/21/13 3126/14 10/20/14 3/30/15 10/7/15 3/28/16 9/21/16 11/14/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 0.00082 <0.005 <0.005 <0.005 <0.01 1,1,1 - Trichloroethane 0.2 2,000 0.165 0.0326 0.0451 0.0294 0.0772 0.0109 0.013 0.0201 0.00662 0.0169 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 1, 1, 2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 1,1,2 - Trichloroethane 0.005 102 80 0.0168 0.00305 <0.003 0.00328 0.0146 <0.003 <0.003 0.00838 0.00377 0.0135 <0.01 0.0117 <0.025 <0.005 <0.005 0.0027 <0.01 <0.002 <0.02 <0.1 0.00073 0.00049 <0.005 <0.005 0.0044 0.0279 1,1- Dichloroethane 3.65 2,300 0.148 1 0.0898 0.113 1 0.0709 0.199 0.0896 0.1 1 0.156 0.0796 1 0.203 0.104 1 0.167 0.116 1 0.0665 0.0929 1 0.0791 0.0871 1 0.071 0.12 1 0.12 0.0856 1 0.132 0.165 0.119 1 0.14 0.517 1,1- Dichloroethene 0.007 2.20 1,700 0.522 0.127 0.192 0.158 0.619 0.155 0.14 0.34 0.0779 0.747 0.158 0.399 0.243 0.192 0.253 0.208 0.243 0.28 0.699 0.63 0.303 1.04 1.4 0.623 1.05 1.9 1,1- Dichloro ropene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.025 0.0125 <0.0625 <0.0125 <0.0125 <0.0025 <0.025 <0.002 <0.02 <0.1 <0.1 <0.1 <0.0125 <0.005 <0.005 <0.01 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 1,2,4 - Trimeth (benzene NA 0.00632 <0.003 <0.003 <0.003 0.00657 1 0.00499 0.00538 0.00969 0.00457 0.0126 <0.01 0.0117 <0.025 0.0131 0.0158 0.0091 0.0166 0.0186 0.0311 <0.1 0.0152 0.0309 0.0813 0.027 0.0266 1 0.0156 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.025 0.0125 <0.0625 <0.0125 <0.0125 <0.0025 <0.025 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.01 <0.01 <0.01 <0.02 1,2- Dibromoethane NA <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 1 <0.005 <0.025 1 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 <0.01 1,2- Dichlorobenzene 0.6 0.0309 0.0112 0.0213 0.015 0.0265 0.0267 0.0294 0.0406 0.023 0.0423 0.0328 0.0461 0.0385 0.0343 0.0419 0.028 0.04 0.0386 0.0511 0.08 <0.0010 <0.0010 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 0.00303 <0.003 <0.003 <0.002 <0.002 0.00246 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 0.0012 <0.02 <0.1 <0.1 1,2- Dichloroethane 0.005 51 -- -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- - -- - -- - -- 3.4 - -- 0.0042 0.003 <0.005 0.0043 0.0154 1,2- Dichloroethene Total NA n/a -_ ___ ___ ___ ___ ___ __ ___ ___ __ __ ___ ___ __ ___ ___ ___ ___ ___ ... ... ___ ___ 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 1 <0.005 <0.01 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.00332 <0.002 0.00375 <0.01 <0.005 <0.025 <0.005 <0.005 0.0028 <0.01 0.0049 <0.02 <0.1 0.0041 1 0.0072 0.0199 0.0058 0.0042 <0.01 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 0.0363 - -- <0.005 - -- - -- --- 1,3- Dichloro ro ane NA 50 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 1 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 0.0012 <0.02 <0.1 0.0014 - -- <0.005 - -- - -- - -- 2,2-Dichloropropane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 2- Butanone 1.83 1 620,000 --- --- --- --- -- -- --- --- - -- -- <0.1 <0.05 <0.25 <0.05 <0.05 <0.01 <0.1 <0.01 <0.1 <0.5 <0.0010 <0.0010 <0.05 - -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 - -- - -- 2- Hexanone MBK NA -- -- -- -- -- -- <0.1 <0.05 <0.25 <0.05 <0.05 <0.01 <0.1 <0.01 <0.1 <0.5 <0.5 <0.5 <0.05 1 <0.05 <0.05 <0.001 4- Bromofluorobenzene S NA - -- - -- -- - -- - -- -- - -- - -- -- - -- - -- -- - -- - -- -- - -- - -- - -- 2.1 <0.0010 <0.0010 - -- - -- - -- -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 1 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 0.0005 4 -Meth I -2- entanone MIBK 1.83 170,000 - -- - -- -- I - -- - - -- - -- - -- -- -- <0.01 <0.05 <0.025 <0.05 <0.05 <0.01 <0.1 <0.01 <0.1 <0.5 0.006 0.0573 0.0927 <0.05 0.025 0.0503 J Acetone 3.65 210,000 - -- - -- - -- - - - - -- - -- - -- - -- <0.1 <0.05 <0.25 <0.05 <0.05 <0.01 <0.1 0.0394 0.153 <0.5 <0.5 <0.5 0.596 0.0925 0.393 0.204 J Benzene 0.005 38 180 0.0114 0.0109 0.013 0.00713 0.0211 0.0067 0.00762 0.011 0.00738 0.0168 0.0152 0.0165 <0.025 0.0139 0.0195 0.0131 0.0189 0.0178 0.026 0.027 0.0274 0.0631 0.175 0.064 0.0784 0.152 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.003 <0.03 <0.15 <0.15 <0.15 <0.005 <0.005 <0.005 <0.01 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 1 <0.01 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 1 <0.005 <0.005 <0.005 <0.01 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 <0.01 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 1 <0.005 <0.005 1 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 0.0053 <0.005 1 <0.001 <0.05 1 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.05 <0.025 <0.125 <0.025 <0.025 <0.005 <0.05 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.025 <0.025 <0.025 <0.01 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 <0.01 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0141 <0.001 <0.025 <0.005 <0.005 0.0014 <0.01 0.0015 <0.02 <0.1 0.0021 0.0022 0.0056 <0.005 <0.005 <0.01 Chloroethane 0.73 130 0.0243 0.306 0.364 0.129 0.0854 0.00794 0.00844 0.00307 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 0.0087 0.00067 0.438 1 0.0478 0.0449 0.0514 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 <0.01 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 I <0.0010 - -- <0.005 - -- <0.005 - -- cis-1,2- Dichloroethene 0.07 1,200 0.635 0.184 0.231 0.135 0.56 0.186 0.186 0.563 0.105 0.669 0.273 0.683 0.337 0.221 0.289 0.277 0.299 0.244 0.412 0.38 0.306 0.496 0.683 0.394 0.76 2.62 cis -1,3- Dichloro ro ene NA - -- - -- - -- - -- - -- - -- - -- - -- - -- I - -- <0.01 <0.005 <0.025 1 <0.005 <0.005 1 <0.001 <0.01 1 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 <0.01 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 - -- <0.005 - -- - -- - -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.01 0.181 <0.025 0.116 0.11 <0.001 0.0602 <0.002 <0.02 0.35 0.225 0.625 0.833 0.271 0.0312 0.0628 Ethyl benzene 0.7 4,200 0.00492 <0.003 0.00498 0.0048 0.00801 0.00473 0.00526 0.00863 0.00464 0.0105 <0.01 0.0161 <0.025 0.0141 0.0163 0.0108 0.0222 0.0201 0.0362 0.026 0.0257 0.0552 0.114 0.0418 0.0189 0.0321 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 lsopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 0.0011 <0.02 <0.1 1 0.001 0.002 0.0043 <0.005 <0.005 <0.01 m & p X lenes 10 2,000 0.0163 <0.006 0.00832 0.0135 <0.006 0.011 0.0117 0.0171 0.0133 0.019 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0653 0.163 0.329 0.105 0.0548 0.0797 m- Dichlorobenzene - -- - -- -- -- -- - -- - -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- -- - -- - -- 0.00035 <0.005 <0.005 <0.005 <0.01 Methyl ethyl ketone - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0573 0.308 0.042 0.877 0.304 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 I <0.01 <0.002 <0.02 <0.1 0.0082 0.00069 1 <0.005 <0.005 <0.005 <0.01 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 1 <0.005 <0.005 <0.01 Methylene chloride 0.005 1,500 21,000 <0.003 0.00311 0.00532 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.1 <0.005 <0.25 <0.005 <0.005 <0.001 <0.01 <0.005 <0.05 <0.25 <0.25 <0.005 0.009 <0.025 <0.025 1 0.0113J Naphthalene 1.46 0.00335 <0.003 <0.003 <0.003 0.00338 <0.003 <0.003 0.00277 <0.002 0.0041 <0.1 <0.05 <0.25 <0.05 <0.05 <0.01 <0.1 0.0069 <0.05 <0.25 0.0084 0.0136 0.0394 0.0089 0.0094 <0.05 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 0.0013 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 <0.01 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 0.0011 <0.01 0.0019 <0.02 <0.1 0.0015 0.0032 0.0075 0.0028 0.0064 <0.01 o- Chlorotoluene ___ ___ ___ __ __ __ ___ ___ __ ___ ___ __ __ __ __ __ __ __ <0.0010 <0.005 <0.005 <0.005 <0.01 o- Dichlorobenzene -- - -- - -- - -- -- - -- - -- - -- -- - - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0574 0.121 0.0354 0.0209 0.0316 o-X lene 10 2,000 0.0107 0.00346 0.00684 0.00586 0.0108 0.0065 0.00676 0.0115 0.00636 0.016 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0264 0.0615 0.129 0.0434 0.0232 0.037 p- Chlorotoluene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.0010 <0.005 1 <0.005 <0.005 <0.01 Dichlorobenzene -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- - -- -- 0.0017 0.0041 <0.005 <0.005 <0.01 Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 0.0014 <0.02 <0.1 0.00081 0.002 0.004 <0.005 0.0064 <0.01 sec -Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 0.00058 <0.005 <0.005 <0.005 <0.01 Styrene 0.1 15,000 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.003 <0.03 <0.15 <0.15 <0.15 <0.005 <0.005 <0.005 <0.01 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 I <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.0010 <0.0010 <0.005 <0.005 <0.005 <0.01 Tetrachloroethene 0.005 410 500 0.072 0.0308 0.0163 0.0124 0.0222 1 0.00353 0.0103 0.0143 0.0037 0.0312 0.0144 0.017 <0.025 0.0138 0.0175 0.0097 0.0178 0.0156 0.0386 <0.1 0.0065 0.0069 0.0029 <0.005 0.0056 1 0.0277 Toluene 1 1,900 0.0542 0.0208 0.051 0.0509 0.0483 0.042 0.0451 0.0819 0.0468 0.129 0.08 0.117 0.101 0.112 0.196 0.0846 0.197 0.197 0.386 0.2 0.323 0.605 1.41 0.38 0.302 0.762 Toluene -d8 S NA --- --- --- --- --- --- --- --- --- --- --- --- - -- --- --- --- --- --- --- ... --- --- --- --- --- trans-1,2-Dichloroethene 0.1 130 <0.003 <0.003 0.00372 <0.003 0.00355 0.00357 0.00425 0.00399 0.00378 0.00703 <0.01 <0.005 <0.025 0.0055 0.0051 0.0053 <0.01 0.0032 <0.02 <0.1 0.0029 <0.001 0.0188 0.0062 0.0059 0.0128 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.1 <0.005 <0.005 <0.005 <0.01 Trichloroethene 0.005 66 24 0.0778 0.04 0.0181 0.0103 0.0151 0.00601 0.00645 0.0124 0.00375 0.0287 0.0104 0.0124 <0.025 0.0091 0.0103 0.005 0.0135 0.0091 0.0156 <0.1 0.0061 0.0061 0.0038 <0.005 0.0105 0.0764 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.01 <0.005 <0.025 <0.005 <0.005 <0.001 <0.01 <0.002 <0.02 <0.1 <0.1 <0.001 <0.005 <0.005 <0.005 <0.01 Vinyl chloride 0.002 0.32 3.8 0.24 0.141 1 0.135 0.192 0.644 1.53 <0.1 0.628 1.44 1.92 0.975 1.17 2.97 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- <0.03 0.0686 <0.075 0.0545 0.0647 0.0386 0.0834 0.083 0.145 <0.3 0.0917 0.225 0.459 0.148 0.0779 0.117 TOTAL VOCs 2.039 1.004 1.229 0.837 2.814 0.978 0.996 1.834 0.748 3.273 1.174 2.440 1.595 1.451 1.762 1.348 1.687 1.703 3.644 7.313 1.823 4.936 8.917 3.285 5.073 9.695 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < =less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 7 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A "GWinh -V PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 8 OW -6 Anal to Ingestion PCL I s RRS -3 (Non- Ingestion PCL ) 3/22/06 6/14/06 9118/06 12/21/06 3/20/07 11/28/07 5/7/08 11/3/08 11/3/08 Duplicate 4/13/09 10/28/09 4/19/10 4/19/10 Duplicate 10/27/10 10/27/10 Duplicate 4/27/11 Duplicate 4/27/11 10/24/11 5/2/12 10/15/12 4/15/13 10/22/13 3/26/14 10/26/14 3/30/15 1017/15 3/28/16 9/21116 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,1,1 - Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,1,2- Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,1- Dichloroethane 3.65 2,300 1 0.00362 0.00542 0.0155 0.00684 0.0144 0.0288 0.0486 0.0633 1 0.0666 0.179 0.337 0.454 0.375 0.49 1 0.417 0.292 0.288 1 0.556 0.312 0.117 0.114 <0.1 0.098 0.0615 0.0982 0.0317 0.0641 0.055 1,1- Dichloroethene 0.007 2.20 1,700 <0.003 <0.003 <0.003 <0.003 <0.003 0.00334 0.0404 0.0916 0.0925 0.216 0.347 0.364 0.393 0.494 0.36 0.351 0.316 0.357 0.3 0.277 0.371 0.348 0.43 0.284 0.303 0.22 0.0045 0.018 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.0125 <0.05 cO.0625 <0.0025 <0.0025 <0.05 <0.0125 <0.05 <0.0025 <0.0625 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 I <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,2,4 - Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 1 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.0125 <0.05 0.0625 <0.0025 <0.0025 <0.05 <0.0125 <0.05 <0.0025 <0.0625 <0.002 <0.1 <0.1 <0.002 <0.002 1 <0.01 <0.002 <0.004 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 I <0.001 <0.02 1 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,2- Dichlorobenzene 0.6 0.00534 0.00494 0.00562 0.00349 0.00833 0.0164 0.0144 0.0174 0.0173 0.0125 0.0272 0.027 0.0299 0.0388 0.0358 0.035 0.0291 0.0437 0.04 0.0368 0.0344 <0.1 0.061 - -- - -- - -- - -- - -- 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 0.0018 <0.1 <0.1 <0.001 - -- - -- - -- -- 1,2- Dichloroethane 0.005 51 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- - -- - -- 2.9 -- <0.001 <0.005 <0.001 <0.002 1,2- Dichloroethene Total NA n/a - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- <0.01 1,2- Dichloro ro ane 0.005 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 1 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 1 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 1 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 I <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 0.0016 0.0016 <0.02 <0.005 <0.02 0.0023 <0.025 0.0021 <0.1 <0.1 <0.005 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 2- Butanone 1.83 620,000 - -- <0.05 <0.2 <0.25 <0.01 <0.01 <0.2 <0.05 <0.2 <0.01 <0.25 <0.01 <0.5 <0.5 -- -- -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 - -- - -- - -- - -- - -- 2- Hexanone MBK NA - -- - -- - - -- I - -- - -- -- - - <0.05 <0.2 <0.25 <0.01 <0.01 <0.2 <0.05 <0.2 <0.01 <0.25 <0.01 <0.5 <0.5 <0.01 <0.01 <0.05 <0.01 <0.02 4- Bromofluorobenzene S NA - -- - -- -- - -- - -- - -- - -- - -- -- - -- - -- - -- -- - -- - -- -- -- - -- - -- - -- - -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 4 -Meth I -2- entanone MIBK 1.83 170,000 - -- - -- - -- - -- - -- - -- -- - -- - -- - -- <0.005 <0.2 <0.25 <0.001 <0.001 <0.2 <0.05 <0.2 <0.01 <0.25 <0.01 <0.5 <0.5 <0.01 <0.01 <0.05 <0.01 <0.02 Acetone 3.65 210,000 - -- - -- - - - - - <0.05 <0.2 <0.25 <0.01 <0.01 <0.2 <0.05 <0.2 <0.01 <0.25 <0.01 <0.5 <0.5 <0.05 <0.05 <0.25 <0.05 <0.1 Benzene 0.005 38 180 0.00873 0.00543 0.00433 0.00871 0.00708 0.00541 0.0119 0.022 0.0231 0.0612 0.0813 0.106 0.106 0.138 0.144 0.123 0.122 0.122 0.124 0.136 0.131 0.0933 0.13 0.106 0.0945 0.0624 0.0631 0.0638 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 1 <0.003 <0.15 1 <0.15 <0.001 <0.001 <0.005 <0.001 <0.002 Bromochloromethane 0 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 1 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 1 <0.001 <0.002 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 1 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.125 <0.002 <0.1 <0.1 - -- - <0.005 - -- - -- Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- -- - -- - -- - -- <0.025 <0.1 <0.125 <0.005 <0.005 <0.1 <0.025 <0.1 <0.005 <0.125 <0.002 <0.1 <0.1 <0.001 <0.001 <0.025 <0.005 <0.01 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 1 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Chlorobenzene 0.1 0.00575 0.00494 0.00518 0.0104 0.0101 0.0076 0.00582 0.00633 1 0.00604 0.00505 1 0.0105 <0.02 <0.025 0.0065 0.0059 <0.02 <0.005 <0.02 0.0044 <0.025 0.0039 <0.1 <0.1 0.005 0.0055 0.0032 J 0.0033 0.0033 Chloroethane 0.73 130 0.0287 0.0122 <0.003 0.0146 0.012 0.00563 0.0385 0.0138 0.0149 0.03 0.056 0.0423 0.0421 0.0871 0.0872 0.114 0.11 0.0422 0.146 0.192 1 0.23 0.133 1 0.17 0.104 0.0729 0.0678 0.0552 0.0287 Chloroform 0.1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 1 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 1 <0.001 <0.002 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.002 cis -1,2- Dichloroethene 0.07 1,200 <0.003 <0.003 0.00754 <0.003 <0.003 0.0242 0.068 0.106 0.107 0.209 0.337 0.353 0.364 0.419 0.372 0.337 0.343 0.467 0.34 0.353 0.423 0.429 0.086 1 0.31 0.344 0.28 0.0065 0.0394 cis -1,3- Dichloro ro ene NA -- -- -- -- - -- I -- - -- - -- - -- <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 1 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 1 <0.002 <0.005 <0.02 <0.025 1 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 - -- - - Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.0019 0.0051 <0.01 <0.002 <0.004 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 1 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Hexachlorobutadiene 0.0109 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 1 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 lsopropylben zene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 m & p X lenes 10 2,000 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.00087 1 0.00074 <0.01 <0.002 <0.004 m- Dichlorobenzene -- -- -- - -- - -- - -- -- -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- 0.00067 0.00078 <0.005 0.00052 <0.002 Methyl ethyl ketone - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- -- - -- 0.01 <0.010 <0.05 <0.01 <0.02 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 1 <0.005 <0.02 1 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 0.0014 0.0017 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.05 <0.02 <0.025 <0.01 <0.01 <0.02 <0.005 <0.02 <0.001 <0.025 1 <0.005 <0.25 <0.25 <0.005 <0.005 1 <0.025 <0.005 <0.01 Naphthalene 1.46 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.05 <0.2 <0.25 <0.01 <0.01 <0.2 <0.05 <0.2 <0.01 <0.25 <0.005 <0.25 <0.25 <0.005 <0.005 <0.025 <0.005 <0.01 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 0.0013 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 1 <0.001 <0.025 <0.002 <0.1 I <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 o- Chlorotoluene -- -- -- -- -- -- -- -- -- -- -- - -- - -- __ __ __ __ __ __ _- <0.001 <0.001 <0.005 <0.001 <0.002 o- Dichlorobenzene -- -- -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- -- 0.0517 0.0606 0.0436 0.0405 0.0303 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 1 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.00068 0.00048 <0.005 <0.001 <0.002 p- Chlorotoluene ___ __ __ ___ M ___ ___ __ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ <0.001 <0.001 <0.005 <0.001 <0.002 Dichlorobenzene -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- -- -- -- -- -- -- 11 - - -- - -- 0.0036 0.0039 0.0035 0.0026 0.0021 Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.0014 0.0013 <0.005 0.00098 <0.002 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.003 1 <0.15 <0.15 <0.001 <0.001 <0.005 <0.001 <0.002 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 0.00047 <0.005 <0.001 <0.002 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 1 <0.02 <0.025 0.0028 0.0017 <0.02 <0.005 <0.02 0.0014 <0.025 <0.005 <0.25 <0.25 0.0012 0.0012 <0.005 0.00091 0.0013 Toluene -d8 S NA ___ __ __ ___ ___ ___ ___ __ __ ___ ___ __ __ ___ ___ __ __ ___ ___ ___ trans -1,2- Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 0.0023 0.002 <0.02 <0.005 <0.02 0.0023 <0.025 0.003 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Trichloroethene 0.005 1 66 24 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 0.00063 <0.1 <0.1 <0.001 0.0005 <0.005 <0.001 I <0.002 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.005 <0.02 <0.025 <0.001 <0.001 <0.02 <0.005 <0.02 <0.001 <0.025 <0.002 1 <0.1 <0.1 <0.001 <0.001 <0.005 <0.001 <0.002 Vinyl chloride 0.002 0.32 3.8 <0.002 0.00427 0.00857 0.00205 0.00634 0.0411 0.232 0.565 0.528 1.69 1.61 1.85 1.97 3.24 2.25 2.43 2.36 2.34 1.86 1.84 2.6 2.56 2.3 1.19 1.2 0.935 0.0256 0.123 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- <0.015 <0.06 <0.075 0.0039 0.003 <0.06 <0.015 <0.06 0.0089 <0.075 <0.006 <0.3 <0.3 0.0015 0.0012 <0.015 <0.003 <0.006 TOTAL VOCs 0.052 0.037 0.047 0.046 0.058 0.132 0.460 0.885 0.855 2.403 2.806 3.196 3.280 4.924 3.680 3.682 3.568 3.928 3.143 2.952 3.915 3.563 6.175 2.129 2.193 1.644 0.269 0.367 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A "GWinh -V PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 8 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 9 OW -7 Anal to Ingestion PCL I RRS -3 s AjrGW�r ",' (Non- Ingestion PCL ) 3/20/06 6/13/06 9119/06 Duplicate 9/19/06 12/20/06 3/20/07 11/27/07 5/7/08 11/3/08 4/13/09 10/28/09 Duplicate 10/28/09 4/19/10 10/27/10 4/27/11 10/24/11 5/2/12 10/15/12 4115/13 10/21/13 3/26/14 10120/14 3/30/15 1017/15 3/28/16 9/21/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 0.0381 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 0.0029 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1, 1, 2-Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 0.006 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.00353 1 0.159 0.0218 1 0.0202 <0.003 0.0134 0.00602 1 0.0154 0.0516 1 <0.002 0.0311 0.0403 1 0.649 1.95 1 1.95 2.21 2.94 4.52 3.19 1 4.88 7.3 8.95 0.0038 0.0031 0.0012 0.0013 1,1- Dichloroethene 0.007 2.20 1,700 0.00306 0.0274 0.00322 <0.003 <0.003 0.00627 <0.003 0.0069 0.00818 <0.002 0.0052 0.0069 0.462 0.909 1.12 1.07 1.96 2.5 2.31 3.7 6.2 6.58 0.13 <0.001 0.0017 <0.001 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.025 <0.0625 <0.0025 <0.125 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 I <0.1 <0.1 I <0.1 0.00038 1 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 1 <0.0025 <0.0025 1 <0.0025 <0.025 <0.0625 <0.0025 1 <0.125 <0.002 <0.1 <0.1 <0.1 <0.1 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 0.0057 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 0.002 <0.002 0.0024 0.0035 0.0256 0.0425 0.0484 0.072 0.0938 0.121 0.123 0.158 0.53 0.0016 - -- - -- - -- -- 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0013 0.0016 0.0145 0.0167 0.0221 <0.025 0.034 <0.05 0.0347 <0.1 0.089 0.0869 <0.010 <0.002 1,2- Dichloroethane 0.005 51 -- -- -- -- -- -- -- -- -- - -- - -- -- -- -- -- -- -- - -- - -- - -- 3.4 - -- - -- 0.00036 <0.001 <0.001 1,2- Dichloroethene Total NA n/a - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -_ __ __ __ __ ___ ___ ___ ___ ___ ___ ___ 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 0.00039 <0.1 1 <0.1 <0.1 I <0.1 <0.001 I <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 I <0.001 <0.01 <0.025 <0.001 <0.05 1 0.0004 <0.1 <0.1 0.714 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 0.0028 <0.05 0.0036 <0.1 <0.1 0.013 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 --- --- --- --- --- -- -- -- <0.01 <0.01 <0.01 <0.01 <0.1 <0.25 <0.01 <0.5 <0.01 <0.5 <0.5 <0.5 <0.5 <0.01 - -- -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 0.0016 - -- -- - -- - -- 2- Hexanone MBK NA - -- -- - -- - -- - -- - -- - -- - -- - -- - -- <0.01 <0.01 <0.01 <0.01 <0.1 <0.25 <0.01 <0.5 <0.01 <0.5 <0.5 <0.5 <0.5 1 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- --- --- --- --- --- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 I <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 4 -Meth I -2- entanone MIBK 1.83 1 170,000 -- -- -- -- -- -- - <0.01 <0.01 <0.01 0.0063 <0.1 <0.25 <0.01 <0.5 <0.01 <0.5 <0.5 <0.5 <0.5 <0.01 <0.01 <0.01 Acetone 3.65 210,000 <0.01 <0.01 <0.01 <0.01 <0.1 <0.25 <0.01 <0.5 <0.01 <0.5 <0.5 <0.5 <0.5 0.0119 <0.05 0.0089 Benzene 0.005 38 180 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0024 0.0022 0.0197 0.0278 0.0294 0.0399 0.0333 <0.05 0.0369 <0.1 0.07 0.0706 0.0693 0.004 0.0027 0.0037 Bromobenzene NA <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.003 <0.15 <0.15 <0.15 <0.01 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 I <0.1 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 1 <0.001 <0.05 1 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 I <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.25 <0.002 <0.1 <0.1 <0.1 <0.1 <0.002 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.005 <0.005 1 <0.005 <0.05 <0.125 <0.005 <0.25 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 1 5 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0014 <0.001 0.0013 0.0029 <0.01 <0.025 0.0232 <0.05 0.0324 <0.1 0.091 0.0571 <0.01 0.0016 0.0029 0.0057 Chloroethane 0.73 130 0.0152 1 0.337 0.0503 0.052 0.00991 0.0361 0.0165 0.0125 0.0506 0.0635 0.111 0.116 0.769 0.505 0.755 0.456 0.605 <0.05 0.604 0.626 0.66 1 1.49 0.0273 0.173 0.078 0.0682 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 0.00087 <0.010 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 1 <0.1 0.052 - -- - -- - -- - -- 0.0015 cis -1,2- Dichloroethene 0.07 1,200 <0.003 0.00944 <0.003 <0.003 <0.003 <0.003 <0.003 0.00239 0.00368 <0.002 0.0032 0.0045 0.193 0.498 0.546 0.621 0.894 1.44 1.09 1.73 2.9 5.51 0.0239 <0.001 0.00061 0.00074 cis -1,3- Dichloro ro ene NA -- -- -- -- -- -- -- - -- <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 0.07 0.0672 <0.020 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0066 0.0016 <0.01 <0.025 0.0038 <0.05 0.0044 <0.1 <0.1 0.0327 <0.010 0.0015 0.0012 0.0012 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 I <0.001 <0.001 <0.001 lsopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 1 <0.002 <0.1 <0.1 0.0011 <0.010 <0.002 <0.001 <0.001 in & p X lenes 10 2,000 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 0.001 0.0012 m- Dichlorobenzene -- -- -- - -- - -- -- -- -- -- - -- - -- - -- - -- - -- -- -- - -- - -- - -- - -- <0.010 <0.001 <0.001 <0.001 Methyl ethyl ketone - -- - -- -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0285 <0.001 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 I <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 0.0092 <0.01 <0.01 <0.025 0.0045 <0.05 <0.005 <0.25 <0.25 <0.25 1 <0.25 <0.005 <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.01 <0.1 <0.25 <0.01 <0.5 <0.005 <0.25 <0.25 <0.25 <0.25 1 <0.005 <0.005 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.01 <0.025 <0.001 1 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 o- Chlorotoluene -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- -- -- <0.010 <0.001 <0.001 <0.001 o- Dichlorobenzene -- -- -- -- -- -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - 0.006 0.009 0.0049 0.0029 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- - -- - -- I - -- - -- - -- - -- - -- 0.00094 0.0007 p- Chlorotoluene ___ __ __ M ___ __ __ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ <0.010 <0.001 <0.001 <0.001 Dichlorobenzene -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- - -- <0.01 <0.001 <0.001 <0.001 p -Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 1 <0.002 <0.001 <0.001 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 1 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.003 <0.15 <0.15 <0.15 <0.01 <0.001 <0.001 <0.001 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 0.0043 <0.05 0.0033 <0.1 <0.1 <0.1 <0.1 <0.001 <0.001 <0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.0014 <0.001 <0.001 0.0027 <0.01 <0.025 0.0086 <0.05 0.0084 <0.25 <0.25 1 <0.25 0.0071 0.014 <0.001 0.0019 Toluene -d8 S NA --- - - --- --- - - - --- --- --- --- --- --- --- --- --- _. trans -1,2- Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0033 0.0052 <0.01 <0.025 0.0071 <0.05 0.0078 <0.1 <0.1 0.0243 <0.01 <0.001 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 1 <0.05 <0.002 <0.1 <0.1 <0.1 1 <0.01 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0028 1 0.0034 <0.01 <0.025 0.0154 <0.05 0.0139 <0.1 0.11 0.122 <0.010 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.01 <0.025 <0.001 <0.05 <0.002 <0.1 <0.1 <0.1 <0.01 <0.001 <0.001 I <0.001 Vinyl chloride 0.002 0.32 3.8 <0.002 0.0712 0.00662 0.00613 <0.002 0.0133 0.00424 0.019 0.0336 0.00222 0.0237 0.0339 11- 1.31 2.38 4.46 2.01 3 3.03 3.85 6 6.6 9.29 0.144 0.0026 0.0037 0.0017 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- <0.003 <0.003 0.0157 0.0096 <0.03 <0.075 0.0094 <0.15 0.007 <0.3 <0.3 <0.3 <0.03 <0.001 0.002 0.0019 TOTAL VOCs 0.022 0.648 0.082 0.078 0.010 0.069 0.027 0.056 0.150 0.066 0.183 0.209 3.482 6.361 8.931 6.479 9.648 11.61 11.32 17.09 28.07 33.01 0.4399 0.2214 0.0989 I 0.0996 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 9 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < =less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 10 Anal to Ingestion PCL I a RRS -3 a a' GWinh_V (Non- Ingestion PCL ) 3/22/06 6/14/06 9/19/06 12/19/06 Duplicate 12/19/06 3/19/07 11127/07 517/08 11/4/08 4/14/09 10/28109 4119110 10127/10 4/27/2011 10/24/11 5/2/12 10/15/12 4/15/13 10/22/13 3/25/2014 10/21/2014 3/30/2015 10/6/2015 3/29/2016 9/21/2016 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0015 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1, 1, 2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.0934 0.0489 1 0.073 0.0506 0.0607 0.0626 1 0.0258 0.0484 1 0.0227 0.056 1 0.0202 0.0211 1 0.0017 0.0101 1 0.0053 0.0083 0.0021 1 0.002 <0.002 1 0.0024 0.00047 0.00074 0.0011 1 0.00055.1 <0.001 1,1- Dichloroethene 0.007 2.20 1,700 0.0253 0.015 0.0192 0.0109 0.0126 0.00843 0.0107 0.0191 0.0113 0.0102 0.0089 0.0106 0.0096 0.0112 0.0057 0.0115 0.003 0.0026 <0.002 0.0029 0.0012 0.0015 0.003 0.0014 0.00095 J 1,1- Dichloro ropene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 1 <0.0025 <0.0025 <0.002 <0.002 <0.0014 0.002 <0.002 1 <0.002 <0.002 1 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 1 <0.001 1,2- Dichloroethane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 1,2- Dichloroethane 0.005 51 <0.00042 <0.001 <0.001 1,2- Dichloroethene Total NA n/a 0.0065 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - 2,2- Dichloro ropane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 - utanone 1.83 620,000 - -- - -- - -- - -- -- - -- - -- - -- - -- -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.0079 - -- - -- - -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - -- - 2- Hexanone MBK NA -- - -- - -- - -- - -- - -- - -- - -- -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 0.01 <0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - -- - -- - -- - -- - -- - -- - -- I -- - -- I -- - -- I - -- -- -- - -- -- -- -- -- -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 4 -Meth I -2- entanone MIBK 1.83 170,000 - -- - -- - -- - -- - -- - -- -- -- - -- <0.01 <0.01 <0.001 <0.01 <0.01 <0.01 <0.01 <0.01 I <0.01 <0.005 0.01 <0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- - -- - -- - - <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 I <0.01 <0.01 <0.01 <0.01 0.05 <0.05 <0.05 <0.05 <0.05 Benzene 0.005 38 180 0.0107 0.00435 0.00748 0.00528 0.00667 0.009 <0.003 0.00675 0.00298 0.00561 0.0023 0.0048 <0.001 0.002 0.0015 0.0021 <0.001 0.0008 <0.002 <0.00052 <0.001 <0.001 0.0018 <0.001 0.00078 J Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 1 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 1 <0.002 <0.002 <0.001 -- --- -- -- -- Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 0.0141 0.00725 <0.003 0.0074 0.00992 0.013 <0.005 <0.002 <0.002 0.00384 <0.001 0.0065 <0.001 I <0.001 <0.001 <0.001 <0.001 0.0007 <0.002 <0.0015 <0.001 <0.001 I <0.001 <0.001 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - -- <0.001 cis -1,2- Dichloroethene 0.07 1,200 0.035 0.0214 0.0314 0.016 0.018 0.0148 0.0203 0.0274 0.0194 0.0155 0.0145 1 0.016 0.02 0.015 0.0084 0.0148 0.0038 0.0044 0.0015 0.0065 0.0024 0.0032 0.0059 0.0032 0.0019 cis -1,3- Dichloro ro ene NA -- -- -- -- -- -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - -- - -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 0.0053 0.0014 0.0064 <0.001 <0.002 <0.002 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.00043 <0.001 <0.001 I <0.001 <0.001 I <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.0011 <0.001 <0.001 <0.001 <0.001 <0.001 lsopropylbenzene NA <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 m & p X lenes 10 2,000 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.002 <0.002 <0.002 <0.002 <0.002 m- is oro enzene - -- - -- -- I -- -- - -- - -- - -- - -- - -- -- _ -- -- - -- I - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 Methyl ethyl ketone - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- -- - -- - -- - -- - -- - -- 0.01 <0.01 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.00047 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 n -But (benzene NA <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 o- Chlorotoluene - -- - -- - -- -- -- - -- -- -- - -- -- -- -- -- -- -- -- -- - -- -- -- <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlombenzene __ ___ __ __ __ __ ___ __ __ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ <0.001 <0.001 0.00033 <0.001 <0.001 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 p- Chlorotoluene - -- - -- -- __ __ ___ M ___ __ __ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ <0.001 <0.001 <0.001 <0.001 <0.001 - Dichlorobenzene -- -- -- -- -- -- -- -- -- -- - -- - -- - -- -- -- -- -- - -- -- -- <0.001 <0.001 <0.001 <0.001 <0.001 p -Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 sec -Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 tert-Butylbenzene NA 1 <0.003 <0.003 1 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0012 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 0.0572 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.0025 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene -d8 S NA --- --- - -- - --- --- --- --- - -- --- - --- --- --- - - --- --- --- --- --- trans-1,2-Dichloroethene 0.1 130 0.00489 <0.003 <0.003 <0.003 0.00304 0.00499 <0.003 0.00488 <0.002 0.00214 <0.001 0.0048 <0.001 0.0022 <0.001 0.0021 <0.001 0.001 <0.002 0.0014.1 0.0005 0.00057 1 0.0013 0.00048 1 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0816 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 1 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 0.139 0.0563 0.0486 0.0466 <0.002 0.0386 0.0243 0.0485 0.0308 0.0544 0.023 0.0391 <0.001 0.0336 0.0136 0.031 0.0077 0.0076 0.003 0.0083 0.0034 0.0024 0.007 0.0021 0.0031 Xylene (total) 10 2,OOo -- -- - -- -- -- - -- - -- - -- -- <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.006 <0006 <0.0014 <0.003 <0.003 <0.003 <0.003 <0.003 TOTAL VOCs 0.322 0.153 0.180 1 0.137 0.168 0.151 0.081 0.155 1 0.087 0.148 0.069 0.103 0.116 0.079 0.036 0.076 0.017 0.019 0.005 0.027 0.092 0.008 0.020 0.007 0.005 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < =less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ Air GWinh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 10 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch. Texas Analyte Air GWi.n.v (Non - Ingestion PCL _. 3/23/06 6/14/06 9/19/06 12/19/06 3/19/07 11/27/07 5/7/08 11/4/08 4/14/09 10/28109 4/19110 10/27110 4/27/11 10/24/11 5/2/12 10115/12 4/16113 10/23113 3/25/2014 10/2112014 3/3012015 3129/2016 9122/2016 Ingestion PCL' RRS -32 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,1,1- Tdchloroethane 0.2 2,000 <0.003 0.011 <0.003 0.00712 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 '0.0010 <0.001 <0.001 1,1,2- Tdchloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 10.0010 '0.0010 <0.001 <0.001 1,1- Dichloroethahe 3.65 2,300 <0.003 0.0677 <0.003 0.0454 0.0323 0.00315 <0.002 0.0187 0.00947 <0.001 0.0021 0.0099 <0.001 0.0018 0.0151 <0.001 0.003 0.0021 0.015 0.0043 0.0061 0.0068 0.0122 1,1- Dichloroethene 0.007 2.2 1,700 0.00402 0.139 0.0167 0.0838 0.0337 0.00624 <0.002 0.0289 0.0409 <0.001 0.0044 0.0238 <0.001 0.0037 0.0192 <0.001 0.0044 0.0072 0.013 0.0055 0.0036 0.0033 0.014 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 '0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,2,3- Trchlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,2,4 - Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 '0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.0014 0.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 < Ml <0.0010 <0.0010 <0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - -- 1,2- Dichloroetane -d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.0010 <0.0010 1,2- Dichloroethane 0.005 - - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- <0.0042 - -- - -- <0.001 <0.001 1,2- Dichloroethene Total NA n/a - - -- - - -- - - - - -- - - - - -- - - -- - - -- - - -- 0.038 - -- - -- - -- --- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 '0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- --- 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- --- 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 2- Butanone 1.83 620,000 - - -- - - -- - -- - - - -- - <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.0079 - -- - -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - -- 2-Hexanone NA - - -- - -- - -- - -- - - - -- - <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.001 0.01 0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - -- - -- - -- - - ___ - ___ - ___ - ___ - ___ - ___ 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- -- 4 -Meth I -2- entanone 1.83 170,000 - - -- - - -- - -- - - - -- - <0.01 <0.001 <0.001 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 0.01 0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- - - -- - -- -- -- - -- -- - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.05 0.05 <0.05 <0.05 Benzene 0.005 38 180 <0.003 0.00348 <0.003 0.00316 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 0.0015 <0.001 <0.001 0.0026 <0.001 <0.002 <0.002 <0.00052 <0.0010 <0.0010 <0.001 0.0012 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.001 <0.0010 <0.0010 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.002 <0.001 - -- - -- - -- - -- Carbon Disulfide 3.65 - - -- - - -- - -- - - - -- - <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.005 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Chloroethane 0.73 130 <0.005 <0.005 <0.003 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.0012 <0.001 <0.002 <0.002 <0.0015 <0.0010 <0.0010 <0.001 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 0.0164 0.0164 0.00064 J cis -1,2- Dichloroethene 0.07 1,200 0.0123 0.493 0.0669 0.272 0.102 0.0257 0.00229 0.0914 0.118 <0.001 0.0152 0.0877 0.0011 0.0139 0.0588 0.0011 0.0172 0.0248 0.038 <0.0010 0.0109 0.0095 1 0.0593 cis -1,3- Dichloro ro ene NA -- - -- - - -- - -- - - - -- - <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 0.002 <0.002 Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.0011 <0.0010 <0.0010 <0.001 <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.005 <0.0010 <0.0010 <0.001 <0.001 Iso ropylbenzene NA <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 0.002 <0.001 <0.001 <0.001 m 8 p X lenes 10 2,000 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 - -- - ___ - ___ __ ___ ___ ___ - <0.0010 <0.0010 <0.002 <0.002 m- Dichlorobenzenc -- - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - <0.001 <0.001 <0.001 <0.001 Methyl ethyl ketom -- - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - 0.01 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 < 0.00047 <0.0010 <0.0010 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.01 <0.01 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 o- Chlorotoluene -- - -- - - -- - - - - -- - - - - -- - - -- - - -- - - -- - <0.0010 <0.0010 <0.001 <0.001 o- Dichlorobenzenc - - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - <0.0010 <0.0010 <0.001 <0.001 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- - - -- - -- - -- - -- - -- - -- - -- - -- <0.0010 <0.0010 <0.001 <0.001 p- Chlorotoluem -- - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - <0.0010 <0.0010 <0.001 <0.001 - Dichlorobenzenc -- - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - <0.0010 <0.0010 <0.001 <0.001 -Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.005 <0.0010 <0.0010 <0.001 <0.001 sec- Butlbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.001 <0.0010 <0.0010 <0.001 <0.001 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0010 <0.0010 <0.001 <0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.0025 <0.0010 <0.0010 <0.001 <0.001 Toluene -d8 S NA --- - --- --- -- - --- - --- - --- --- --- - --- - --- --- --- --- --- --- trans-1,2- Dichloroethene 0.1 130 <0.003 0.00337 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 0.0005 J trans -1,3- Dichloro ro ene NA 115 - - -- - - -- - -- - - - -- - <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.00043 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 '0.003 '0.003 '0.003 '0.003 '0.003 0.003 <0.002 <0.002 0.00229 <0.001 <0.001 0.0019 <0.001 <0.001 0.0021 <0.001 0.00056 0.002 0.0022 0.0016 0.00067 0.00091 0.0029 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 '0.005 '0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 <0.002 0.117 0.0156 0.119 0.00984 0.0057 <0.002 0.0496 0.011 <0.001 0.0017 0.0322 <0.001 0.0054 0.0305 <0.001 0.0013 0.0097 0.0028 0.0071 <0.001 <0.001 0.0278 Xylene (total) 10 2,000 - -- - -- - - -- - -- - -- - - -- - <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.006 <0.006 <0.0014 0.003 <0.003 '0.003 <0.003 TOTAL VOCs 0.016 0.835 0.099 0.530 0.178 0.041 0.002 0.189 0.182 0.000 0.023 0.157 0.001 0.025 0.130 0.001 0.026 0.046 0.109 0.131 0.108 0.020 0.117 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQAirGWi„n.v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 1 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch. Texas Anal a .GWin 3/23/06 6/14/06 9/19106 12/19/06 3/19/07 11/27/07 5/7/08 11/4/08 4/14/09 10/28109 4/19/10 10/27/10 4/27/11 10/24/11 5/2/12 10/15112 4/16113 10/23113 Duplicate 10/21113 3/25/14 10121/14 3/30/15 10/6/15 3/29/16 9/22/16 Ingestion PCLt 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 0.00358 0.0142 10.003 <0.003 <0.003 0.00229 0.00434 0.00329 <0.005 <0.005 0.0015 <0.005 <0.005 <0.002 0.0019 0.0018 <0.2 0.0023 <0.001 <0.001 <0.001 10.001 <0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 10.001 <0.001 10.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 0.00907 0.00374 <0.003 0.00577 <0.003 0.00495 <0.003 <0.005 <0.005 <0.001 <0.005 <0.005 0.0026 <0.001 0.0008 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 <0.003 0.00373 0.00816 0.00686 0.00396 0.00624 0.00438 0.00819 0.00223 <0.005 0.0069 0.0018 0.0052 <0.005 0.0088 0.0018 0.0038 <0.2 <0.002 0.0042 0.005 0.0016 0.0066 0.00074J 0.001 1,1- Dichloroethene 0.007 2.2 1,700 0.0136 0.0167 0.0525 0.0384 0.0248 0.0154 0.0263 0.0282 0.0274 0.0245 0.0394 0.0112 0.0311 <0.005 0.0493 0.0088 0.0186 <0.2 0.0093 0.024 0.0022 0.007 0.00090J 0.0017 0.00098 J 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0125 <0.0125 <0.0025 <0.0125 <0.0125 <0.005 <0.0025 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4- Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0125 <0.0125 <0.0025 <0.0125 <0.0125 <0.005 <0.0025 <0.002 <0.2 <0.002 <0.0014 <0.002 <0.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 10.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 - -- - -- - -- - -- - -- 1,2- Dichloroetane-d4 S 0.005 51 33 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 10.001 1,2-Dichloroethane 0.005 -- - -- -- - -- - -- -- - - -- - - -- - - -- - - -- - - -- - - -- - <0.00042 - -- - -- 0.00071 J <0.001 <0.001 1,2- Dichloroethene Total NA n/a -- -- - -- - -- -- - - -- - - - - - - -- - - -- - - -- - 0.081 - -- - -- - -- - -- --- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 - -- - -- - -- - -- --- 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 - -- - -- - -- - -- - -- 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0,001 <0.001 2- Butanone 1.83 620,000 -- - -- -- - -- - -- - - - -- - <0.05 <0.05 <0.01 <0.05 <0.05 <0.02 <0.01 <0.01 <1 <0.01 <0.0079 - -- - -- - -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 - -- - -- - -- - -- - -- 2-Hexanone NA -- - -- -- - -- - -- - - - -- - <0.05 <0.05 <0.01 <0.05 <0.05 <0.02 <0.01 <0.01 <1 <0.01 <0.005 <0.01 <0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA -- - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - --- --- --- --- --- --- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 - -- - -- - -- - -- - -- 4 -Meth I -2- entanone 1.83 170,000 - - -- - - -- - -- - - - -- - <0.05 <0.005 <0.001 <0.05 <0.05 <0.02 <0.01 <0.01 <1 <0.01 < 0.005 <0.01 10.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- -- - -- - -- -- -- - -- -- - -- <0.05 <0.05 <0.01 <0.05 <0.05 <0.02 <0.01 <0.01 <1 <0.01 <0.01 <0.05 10.05 <0.05 <0.05 0.0135 J Benzene 0.005 38 180 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.00052 <0.001 <0.001 <0.001 <0.001 <0.001 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.003 <0.3 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.005 <0.002 <0.2 <0.002 <0.001 - -- - -- - -- - -- - -- Carbon Disulfide 3.65 -- - -- -- - -- - -- -- -- - -- - <0.025 <0.025 <0.005 <0.025 <0.025 <0.01 <0.005 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.001 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 <0.005 <0.005 <0.003 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.0015 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 0.0013 cis -1,2- Dichloroethene 0.07 1,200 0.0758 0.0887 0.269 0.18 0.115 0.0694 0.0888 0.0871 0.0691 0.0729 0.12 0.0235 0.0895 0.0098 0.127 0.0155 0.0489 <0.2 0.0427 0.081 0.0098 0.034 1 0.0047 0.0064 1 0.0047 cis -1,3- Dichloro ro ene NA -- - -- - -- - -- - -- - - -- - -- - <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 - -- - -- - -- <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 0.002 0.002 0.002 Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 1 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.00043 <0.001 <0.001 <0.001 0.002 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.0011 <0.001 <0.001 <0.001 <0.001 Isopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.002 <0.002 <0.002 <0.001 m 8 p X lenes 10 2,000 <0.006 <0.006 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 - -- -- - -- - -- - -- - - -- - - -- - - -- <0.001 <0.001 <0.001 0.0027 m- Dichlorobenzenc -- - -- -- - -- - -- -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- <0.001 <0.001 <0.001 Methyl ethyl ketone -- - -- -- - -- - -- -- -- - -- -- - -- - - -- - - -- - - -- - - -- - - -- <0.01 <0.01 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 < 0.00047 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.05 <0.01 <0.005 <0.005 <0.002 <0.001 <0.005 <0.5 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.605 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.05 <0.05 <0.01 <0.05 <0.05 <0.02 <0.01 <0.005 <0.5 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 o- Chlorotoluenc - -- - -- - -- - - - -- - - - - - - -- - - -- - - -- - - -- <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzenc - - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - - -- <0.001 <0.001 <0.001 <0.001 <0.001 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 p- Chlorotoluene -- - -- - - -- - -- -- -- - -- -- - -- - - -- - -- - -- - - -- - - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 - Dichlorobenzenc - -- - -- - -- - -- - -- -- -- - -- -- - -- -- - -- - - -- - - -- - - -- - - -- <0.001 <0.001 <0.001 <0.001 <0.001 -Iso ro (toluene NA <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.003 <0.3 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 0.0012 <0.005 <0.005 0.0024 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.005 <0.5 <0.005 <0.0025 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene -d8 S NA --- --- - --- --- --- -- --- - --- -- --- -- --- -- --- --- --- - trans -1,2- Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 0.0015 0.00059 0.0028 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- I - -- - -- - -- - -- -- - -- -- <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 0.0551 0.0948 1 0.37 0.174 0.134 0.105 0.149 0.162 0.151 0.173 0.281 0.0878 0.224 0.0413 0.373 0.0484 0.154 <0.2 0.0349 0.11 0.0022 0.0114 0.00087 J 0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.005 <0.005 <0.001 <0.005 <0.005 <0.002 <0.001 <0.002 <0.2 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 <0.002 0.00862 0.0158 0.0031 0.00419 0.0176 <0.002 0.00872 <0.002 0.0094 <0.005 0.001 <0.005 <0.005 <0.002 0.0019 0.0005 <0.2 0.0024 <0.001 0.0095 <0.001 <0.001 0.0021 0.0011 Xylene (total) 10 2,000 - - -- -- - -- - -- - -- -- - -- -- <0.015 <0.015 <0.003 <0.015 <0.015 <0.006 <0.003 <0.006 <0.006 <0.006 <0.0014 <0.003 <0.003 10.003 0.0027 <0.003 TOTAL VOCs i i 0.145 0.216 0.739 0.406 0.282 0.219 0.271 0.304 0.253 0.280 0.447 0.128 0.350 0.051 0.563 0.078 0.228 0.000 1 0.092 0.300 0.032 0.057 0.016 0.016 0.008 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ arGWi„ n_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 2 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch. Texas Analyte Ingestion PCL' RRS -32 "' GWInh -V (Non- Ingestion PCL ) 1130/06 2/28/06 3/21/06 6/13/06 9/20/06 12/20/06 3/19/07 11/27/07 5/6/08 11/4/08 4/15/09 10/28/09 12/17/09 4/19/10 10/27/10 4/27/11 10/24/11 5/2/12 Duplicate 5/2/2012 10/15112 4/16/13 10/23/13 3/27114 10/22/14 3/30/15 1017115 3/28116 9/22/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 0.0176 0.0142 0.00951 <0.003 0.00507 <0.003 <0.003 <0.003 <0.002 0.00245 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 0.00827 0.00331 0.00334 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.866 0.382 0.308 0.187 0.572 0.00428 0.161 <0.003 0.00919 0.0864 0.115 2.3 <0.5 0.0048 0.031 0.13 0.278 0.0279 0.0284 0.0268 0.0091 0.0201 0.1 0.0848 0.0104 0.0606 0.0018 0.0037 1,1- Dichloroethene 0.007 2.2 1,700 0.399 0.102 0.124 0.101 0.0933 0.00429 0.143 <0.003 0.00453 0.255 0.0471 0.365 1 0.0025 0.0362 0.0544 0.257 0.0157 0.0153 0.0039 0.0037 0.0172 1.7 0.151 0.127 0.175 0.0099 0.0185 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 1 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1.25 <1.25 0.0025 <0.0025 0.0014 <0.0125 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4- Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA <0.003 0.00773 0.00826 0.0108 0.00422 0.289 0.00494 0.00779 0.00383 <0.002 0.0026 1.07 0.0649 0.0029 0.0067 <0.001 <0.005 0.0022 0.0022 0.0028 0.0214 0.0028 <0.05 0.0126 0.0126 0.0046 0.00053J <0.002 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1.25 <1.25 0.0025 <0.0025 <0.0025 <0.0125 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.072 <0.002 <0.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 0.0391 0.0526 0.0467 0.0393 0.0358 0.0231 0.0328 0.0445 0.0231 0.0358 0.0134 0.684 <0.5 0.0069 0.012 0.0104 0.0243 0.0065 0.0068 0.014 0.0126 0.0129 <0.05 - -- - -- - -- - -- - -- 1,2- Dichloroetane-d4 S 0.005 51 33 0.0255 0.0239 0.0141 0.0173 0.0234 0.005 0.0119 0.00459 0.00201 0.00736 <0.002 <0.5 <0.5 <0.001 <0.001 0.0028 0.0064 0.0022 0.0023 <0.001 0.0023 <0.002 <0.05 <0.001 <0.001 <0.001 1,2- Dichloroethane 0.005 - -- - -- - -- - -- - -- - -- - -- - -- - - -- - - -- - - -- - - -- - -- - -- - - -- - - -- <0.021 - -- - -- 0.0029 <0.001 <0.001 1,2- Dichloroethene Total NA n/a - - -- - - -- - - -- - -- - - - -- - - - - -- - - -- - - -- - - -- - - -- 0.96 - -- - -- - -- - -- --- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.003 0.00361 <0.003 <0.003 <0.003 0.0706 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 0.0018 <0.001 <0.005 <0.001 <0.001 <0.001 0.0016 <0.002 <0.05 0.0033 0.0033 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 0.001 <0.05 - -- - -- - -- - -- - -- 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 0.00933 0.00639 0.00681 0.00509 <0.003 0.0052 0.00767 0.00474 0.00581 0.00238 <0.5 <0.5 0.0012 0.0017 0.0019 <0.005 0.0011 0.001 0.002 0.0018 0.0019 <0.05 - -- - -- - -- - -- --- 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 - - -- - - -- - - -- - -- - - - -- - <0.5 <0.5 1 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.39 - -- - -- - -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 - -- - -- - -- - -- - -- 2-Hexanone NA - - -- - - -- - - -- - -- - - - -- - <5 <5 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.25 <0.01 <0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - - -- - - -- - - -- - -- - -- - - -- - - -- -- - -- - - -- - - -- - - -- - - -- 2.3 - -- - -- - - -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 - -- - -- - -- - -- - -- 4 -Meth I -2- entanone 1.83 170,000 - - -- - - -- - - -- - -- - -- - - -- - <5 <0.5 <0.001 <0.001 <0.01 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.25 <0.01 <0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- -- - -- -- - -- - -- - -- - -- - -- -- - -- 151 139 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.5 <0.05 <0.05 <0.05 <0.05 <0.05 Benzene 0.005 38 180 0.1 0.0994 0.0776 0.0912 0.0826 0.0374 0.0562 0.07 0.0166 1 0.0566 0.0443 0.975 0.051 0.0129 0.0857 0.0293 0.0529 0.0507 0.0516 0.0854 0.0298 0.0381 0.064) 1 0.0827 0.0059 0.0524 <0.001 0.0088 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.003 <0.003 <0.15 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.005 <0.002 <0.002 <0.05 - -- - -- - -- - -- - -- Carbon Disulfide 3.65 - - -- - - -- - - -- - -- - - - -- - <2.5 <2.5 <0.005 <0.005 <0.005 <0.025 <0.005 <0.005 <0.005 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 0.37 0.72 0.597 1.14 0.577 0.144 0.456 0.399 0.091 0.282 0.122 0.68 0.497 0.0297 0.197 0.0558 0.156 0.15 0.149 0.158 0.0532 0.0694 <0.076 0.0655 0.0027 0.0722 0.0023 0.0131 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 0.07J - -- - -- - -- - -- 0.00066 J cis -1,2- Dichloroethene 0.07 1,200 0.793 0.105 0.126 0.176 0.214 0.0122 0.165 <0.003 0.00808 0.326 0.0413 25.8 0.406 <0.001 0.0282 0.0274 0.246 0.0131 0.012 <0.001 0.0016 0.0123 0.96 0.0646 0.0628 0.0703 0.0077 0.0151 cis -1,3- Dichloro ro ene NA - - -- - -- - -- -- - -- - -- - - - -- - <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 - - -- - - -- - - -- - -- - -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 0.0015 <0.001 <0.002 <0.002 <0.05 <0.002 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 0.00554 0.00778 0.0081 0.0122 0.00423 0.0521 0.00454 0.0069 0.00271 0.00231 0.00635 <0.5 <0.5 0.0028 0.0175 0.0023 <0.005 0.0062 0.0067 0.0106 0.0058 0.0055 <0.05 0.0228 0.0228 0.0096 0.0011 <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.056 <0.001 <0.001 <0.001 <0.001 <0.001 Isopropyllbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 0.0186 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.0084 <0.002 <0.05 0.0009 0.0009 0.00047 J <0.001 <0.001 m 8 p X lenes 10 2,000 0.00882 0.01 0.0116 0.0192 <0.006 0.0957 0.00868 0.013 0.00777 <0.004 0.0115 - -- - -- - -- -- - -- - - -- - - -- - -- - -- - 0.0289 0.0289 0.0034 0.0029 <0.002 m- Dichlorobenzenc - -- - -- -- - -- - - -- - -- -- - -- - -- - - -- - -- - -- - - -- - - -- - - -- - -- - -- - 0.00057 0.00057 0.00043) <0.001 <0.001 Methyl ethyl ketone - -- - -- - -- - -- -- - -- - -- - -- - - -- - - -- - -- - -- - - -- - - -- - - -- - -- - -- - <0.01 <0.01 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA 0.00494 0.00451 0.00383 <0.003 0.00455 0.00862 0.00334 0.00343 <0.002 0.00391 <0.002 <0.5 <0.5 <0.001 0.0016 <0.001 <0.005 <0.001 <0.001 0.0014 0.0034 0.00079 <0.024 0.0005 <0.001 0.00041 J <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <5 <0.01 <0.01 <0.001 <0.005 <0.001 <0.001 <0.001 <0.005 <0.005 <0.25 <0.005 <0.005 <0.005 <0.005 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 0.0266 <0.003 <0.003 <0.002 <0.002 <0.002 <5 <5 <0.01 <0.01 <0.01 <0.05 <0.01 <0.01 <0.01 0.0054 <0.005 <0.25 0.006 <0.005 0.0024 J <0.005 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 0.00523 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.0054 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 0.0395 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.019 <0.002 <0.05 <0.0011 <0.0011 0.00053 J <0.001 <0.001 o- Chlorotoluenc - - - - -- - -- - -- - -- - - -- - -- - -- - -- - -- - - -- - - -- - -- - -- - <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzenc - - -- - - -- - - -- - -- - - - -- - - -- -- - -- -- - -- - - -- - - -- - -- - -- - 0.0115 0.00073 0.0071 0.00084) 0.0019 o -X lene 10 2,000 0.0106 0.012 0.0106 0.0144 0.00759 0.0332 0.00846 0.0102 0.00585 0.0119 0.0117 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0298 <0.003 0.0115 0.0012 <0.001 p- Chlorotoluene - -- - -- - - -- - -- - -- - -- - - -- - -- -- - -- - -- - -- -- - -- - - -- - - -- - -- - -- - <0.001 <0.001 <0.001 <0.001 <0.001 - Dichlorobenzenc - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- -- - -- -- - -- -- - -- 0.0026 <0.001 0.0016 <0.001 0.00045 J -Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.0008 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.0029 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.003 <0.003 <0.15 <0.001 <0.001 <0.001 <0.001 <0.001 tert-Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 0.0007 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 0.0147 0.0126 0.0226 0.0501 0.0097 0.0133 0.0212 0.0183 0.00686 0.0452 0.079 4.43 0.0876 0.0031 0.111 <0.001 0.0111 0.0759 0.0814 0.0896 0.0065 0.0505 <0.12 0.0996 0.0033 0.0025 0.0069 0.0041 Toluene -d8 S NA - --- --- --- - --- --- -- - -- - --- - --- - --- --- --- - --- --- --- --- --- --- --- --- --- trans-1,2- Dichloroethene 0.1 130 0.0112 0.0112 0.00739 0.00706 0.00527 <0.003 <0.003 0.00322 <0.002 0.00276 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 0.0013 0.0014 0.0028 <0.002 <0.002 <0.05 0.0016 0.00052 0.0015 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - - - -- - <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 0.00635 0.00407 <0.003 0.00353 0.00563 <0.003 0.0219 <0.003 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 0.0068 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.5 <0.001 <0.001 <0.001 <0.005 <0.001 <0.001 <0.001 <0.002 <0.002 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 .74 0.881 0.024 0.511 0.0029 0.0201 0.335 0.186 24.1 0.092 0.0862 0.0694 0.378 1.77 0.0448 0.043 0.0154 0.0215 0.041 1.7 0.286 0.0062 1.36 0.013 0.0393 Xylene (total) 10 2,000 - - -- - -- - -- - -- - -- - -- - -- - - -- - -- 2.26 <1.5 0.0151 0.0709 0.0046 <0.015 0.0237 0.0266 0.0439 0.0022 0.0243 <0.071 0.0587 <0.003 0.0149 0.0041 <0.003 TOTAL VOCs 8.181 3.545 3.125 2.726 2.530 0.907 1.615 0.592 0.206 1.459 0.683 235.939 140.564 0.153 0.600 0.694 2.809 0.398 0.403 0.413 0.217 0.273 7.720 0.955 0.289 1.835 0.047 0.105 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ arGWioh_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 3 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch. Texas Anal a Ingestion PCL' RRS -32 Air 3 GWion -v (Non- Ingestion PCL 1/30/06 2/28/06 3/21/06 6/13/06 9/20/06 12/20/06 3/19/07 11/28/07 5/6/08 11/4/08 4/14/09 10/28/09 12/17/09 Duplicate 12/17/09 4/19/10 10/27/10 4/27/11 10/24/11 5/2/12 10/15/12 4/16/13 10/23/13 3/27/14 10/22/14 3/30/15 10/7/15 3/29/16 9/22/16 1,1,1,2 - Tetrachloroethane 0.0328 10.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 10.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 0.0167 0.0981 0.104 0.0284 0.0113 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2,2- Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2- Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.181 0.0711 0.128 0.147 0.359 0.123 0.0757 0.189 0.0487 0.054 <0.002 <0.5 0.0723 0.067 0.0303 0.228 0.183 0.261 0.0088 <0.005 0.0066 0.0281 0.019 0.114 0.038 0.104 <0.001 0.00083 J 1,1- Dichloroethene 0.007 2.2 1,700 0.0798 0.0887 0.164 0.18 0.146 0.0331 0.0936 0.0432 0.0256 0.0192 0.00705 <0.5 0.202 0.199 0.0148 0.138 0.11 0.342 0.0023 0.0087 0.0138 0.0175 0.029 0.0034 0.0039 0.0118 0.0114 <0.001 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1.25 <0.5 <0.5 <0.0025 <0.0025 <0.025 <0.025 <0.0025 <0.0125 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 10.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 0.00044J <0.001 <0.001 1,2,4 - Trimeth (benzene NA 0.00455 0.0216 0.0601 0.073 0.0713 0.023 0.0586 0.0292 0.019 0.0521 0.0166 <0.5 0.0769 0.062 0.0167 0.0033 <0.01 <0.01 <0.001 <0.005 0.0054 0.0035 <0.001 <0.001 <0.001 <0.001 <0.001 0.0016 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1.25 <0.5 <0.5 <0.0025 <0.0025 <0.025 <0.025 <0.0025 <0.0125 <0.002 <0.002 <0.001 0.002 0.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 0.042 0.0546 0.0714 0.0546 0.0652 0.0364 0.0446 0.0437 0.0319 0.0354 0.0166 <0.5 0.0397 0.0704 0.0242 0.032 0.0161 0.036 0.0117 0.0172 0.0277 0.0405 0.019 ---- ---- ---- --- --- 1,2- Dichloroetane-d4 S 0.005 51 33 0.0159 0.0171 0.016 0.0166 0.0217 0.0139 0.0114 0.012 0.011 0.00672 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 0.0106 0.0053 <0.005 0.004 0.0026 ---- 0.0051 0.00056 <0.001 --- --- 1,2-Dichloroethane 0.005 --- --- --- --- --- --- --- --- --- --- --- - - - - -- -- --- --- - --- - 0.0017J --- --- 0.0033 <0.001 <0.001 1,2- Dichloroethene Total NA n/a --- --- --- --- --- -- --- --- --- --- --- - - - - - - - --- - --- - 0.02 ---- ---- ---- --- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 0.0124 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA 0.00327 0.00727 0.0161 0.0169 0.0185 0.00405 0.015 0.00878 0.00914 0.0137 0.00428 <0.5 0.0202 <0.2 0.0034 0.0024 <0.01 <0.01 <0.001 <0.005 0.0012 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 0.0009 0.0018 <0.001 --- --- --- --- --- 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 0.00877 0.00977 0.00815 0.0104 0.00323 0.00688 0.00753 0.00594 0.00572 0.00228 <0.5 <0.2 <0.2 0.0037 0.005 <0.01 <0.01 0.0013 <0.005 0.0042 0.0059 0.0036 --- --- --- --- --- 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 --- --- --- --- --- --- -- --- --- -- --- <5 <2 <2 <0.01 <0.01 <0.1 <0.1 <0.01 <0.05 <0.01 <0.01 <0.0079 --- --- --- --- --- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 0.0005 <0.002 <0.001 --- --- --- --- --- 2-Hexanone NA --- --- --- -- --- - --- --- --- -- --- <5 <2 <2 <0.01 <0.01 <0.1 <0.1 <0.01 <0.05 <0.01 <0.01 <0.005 0.01 0.01 <0.01 0.0032J <0.01 4- Bromofluorobenzene S NA --- --- --- - --- - --- --- --- __ --- - - __ - - - - --- - --- - 0.05 --- --- --- --- - -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 --- --- --- --- --- 4 -Meth I -2- entanone 1.83 170,000 --- -- --- - --- - --- --- --- --- --- <5 <0.2 <0.2 <0.01 <0.001 <0.1 <0.1 <0.01 <0.05 <0.01 <0.01 <0.005 0.01 0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 --- --- --- --- -- -- --- --- --- --- --- 253 37.2 35.7 <0.01 <0.01 <0.1 <0.1 <0.01 <0.05 <0.01 0.0219 <0.01 0.05 0.05 0.0582 0.0226J <0.05 Benzene 0.005 38 180 0.117 0.125 0.143 0.13 0.134 0.066 0.084 0.0635 0.0448 0.0472 0.0356 <0.5 0.0917 0.106 0.0472 0.0655 0.0376 0.0892 0.0586 0.0562 0.0663 0.0826 0.02 0.0734 0.008 0.0257 0.05 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.025 <0.002 <0.002 <0.001 --- --- --- --- --- Carbon Disulfide 3.65 --- -- - -- -- --- - -- --- --- - --- <2.5 <1 <1 <0.005 <0.005 <0.05 <0.05 <0.005 <0.025 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 10.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 0.00028 0.00028 0.00028 J <0.001 <0.001 Chloroethane 0.73 130 0.678 0.548 0.336 0.819 0.842 0.628 0.524 0.28 0.252 0.0976 0.106 <0.5 <0.2 <0.2 0.155 0.179 0.0722 0.102 0.213 0.144 0.193 0.19 0.053 0.123 0.0036 0.0655 0.0252 0.0421 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 10.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 --- --- --- --- 0.00048 J cis -1,2- Dichloroethene 0.07 1,200 0.0635 0.117 0.193 0.235 0.163 0.0317 0.0823 0.0505 0.0356 0.136 0.0143 <0.5 0.28 0.26 0.0232 0.137 0.0566 0.317 0.0013 0.016 0.0124 0.027 0.02 0.0022 0.00076 0.0065 <0.001 <0.001 cis -1,3- Dichloro ro ene NA --- --- --- --- --- -- --- --- --- --- --- <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 10.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 ---- ---- ---- --- --- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 0.002 0.002 <0.001 <0.002 <0.002 Ethyl benzene 0.7 4,200 0.0174 0.0192 0.0355 0.0379 0.0327 0.013 0.0229 0.00965 0.00668 0.016 0.006 <0.5 0.0977 0.0957 0.0086 0.0039 <0.01 <0.01 0.0017 <0.005 0.0064 0.006 0.0011 0.00059 0.00059 0.00043 J 0.0012 0.0037 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Iso ro (benzene NA 0.00327 0.00498 0.00653 0.00815 0.00854 <0.003 0.00577 0.00362 0.00229 0.0059 0.00205 <0.5 <0.2 <0.2 0.0029 0.0021 <0.01 <0.01 <0.001 <0.005 0.0026 0.0017 <0.001 0.0007 0.0007 <0.001 <0.001 m 8 X lenes 10 2,000 0.0202 0.0281 0.0532 0.057 0.0478 0.0197 0.0334 0.0126 0.0158 0.0226 0.00757 - - --- - - --- --- --- - --- --- --- 0.0013 0.0013 0.0011 J 0.00084J 0.0038 m- Dichlorobenzenc --- - --- - --- - -- --- --- - --- - - - -- - - --- --- --- - - -- - - -- <0.0011 0.00057 0.00087 J <0.001 <0.001 Methyl ethyl ketom --- - --- - -- --- - - --- --- - --- - - - -- - - --- --- --- - - -- - --- <0.01 <0.01 <0.01 0.0168 <0.01 Methyl t -bu I ether MTBE NA 0.0109 0.0113 0.0152 0.0109 0.0139 0.00816 0.0107 0.00725 0.00974 0.00791 0.00397 <0.5 <0.2 <0.2 0.0058 0.0048 <0.01 <0.01 0.0044 0.0086 0.0033 0.0017 0.0019 0.0034 0.0013 0.0034 0.0014 0.0021 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 10.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <2 <2 <0.001 <0.01 <0.01 <0.01 <0.001 <0.005 <0.005 <0.005 <0.005 0.005 <0.001 <0.001 <0.005 <0.005 Naphthalene 1.46 <0.003 0.00554 0.00449 0.00747 0.00702 0.00358 0.00729 0.00302 0.003 0.00526 0.00241 <5 <2 <2 <0.01 <0.01 <0.1 <0.1 <0.01 <0.05 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.005 n -Bu (benzene NA <0.003 <0.003 <0.003 <0.003 0.00336 <0.003 <0.003 <0.003 <0.002 0.00224 <0.002 <0.5 <0.2 <0.2 0.0018 0.0016 <0.01 <0.01 <0.001 <0.005 0.0016 0.0013 0.0018J 0.0015 <0.001 0.00061 J <0.001 <0.001 n -Pro (benzene NA 0.00447 0.00611 0.0127 0.0155 0.0152 0.00482 0.0107 0.00512 0.00308 0.013 0.00313 <0.5 0.0218 0.0202 0.0052 0.0038 <0.01 <0.01 <0.001 <0.005 0.0047 0.0046 <0.001 0.00076 <0.001 <0.001 <0.001 0.00044 J o- Chlorotoluene --- --- --- -- --- - - --- --- - --- - - - - - - - --- - --- - --- <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzem --- - --- - --- - - --- --- - --- - - - - - - - - -- - - -- - --- 0.0312 0.0107 0.0243 0.0087 0.0135 o -X lene 10 2,000 0.0138 0.0166 0.0261 0.0286 0.0263 0.0138 0.0212 0.0123 0.012 0.0148 0.006 -- -- --- --- - --- --- --- --- --- - --- 0.003 <0.001 0.002 0.0012 0.0018 p- Chlorotoluene --- -- - -- -- --- - - --- --- - --- - - --- --- - --- --- --- --- --- - --- <0.001 <0.001 <0.001 <0.001 <0.001 - Dichlorobenzenc --- -- --- - --- - -- --- --- - --- - - - -- - --- - --- - --- - --- 0.0056 0.0029 0.0045 0.0018 0.0026 -Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 10.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 10.001 <0.001 <0.001 sec -Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 0.0011 <0.01 <0.01 <0.001 <0.005 0.0013 <0.002 <0.001 0.0012 <0.001 0.00069J <0.001 <0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 tert- Butlbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 0.0345 0.0566 0.0808 0.0969 0.0759 0.0305 0.0372 0.0125 0.0111 0.0264 0.00689 <0.5 0.0445 0.0429 0.0082 0.0018 <0.01 0.0225 0.016 0.0374 0.0216 0.0291 <0.0025 0.00094 <0.001 0.00067) 0.0027 0.0136 Toluene -d8 S NA --- -- --- --- --- - - --- --- --- --- - - - - - -- I -- --- - --- - 0.048 - -- --- --- -- --- trans-1,2- Dichloroethene 0.1 130 0.00305 0.00551 0.00403 0.00408 0.00428 <0.003 <0.003 0.00345 0.00228 <0.002 <0.002 <0.5 <0.2 <0.2 0.0016 0.0022 <0.01 <0.01 0.0011 <0.005 0.0017 <0.002 <0.001 0.00089 <0.001 0.001 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- I - -- - -- -- -- - -- - -- -- - -- <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Trchloroethene 0.005 66 24 0.00459 0.0152 0.0127 0.0444 0.00716 <0.003 <0.003 <0.003 <0.002 0.00702 <0.002 <0.5 <0.2 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 0.0017 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.5 <0.2 1 <0.2 <0.001 <0.001 <0.01 <0.01 <0.001 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 10.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 0.278 0.461 0.74 - 7 0.365 0.418 0.166 0.0339 0.03 <0.5 1 0.477 1 0.44 A 0.0878 1 0.878 1.27 1.81 0.0129 0.0393 0.0463 0.105 0.14 0.0436 0.0545 0.776 0.0035 0.0029 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - - -- - -- - - -- <1.5 <0.6 <0.6 0.0193 0.01 10.03 <0.03 0.0064 0.0179 0.0146 0.0166 0.0042) 0.0042 <0.003 0.0031 0.002J 0.0055 TOTAL VOCs 2.464 1.604 1.956 2.762 2.955 1.421 1.728 1.215 0.719 0.623 0.271 253.000 38.624 37.063 0.440 1.690 1.746 2.990 0.338 0.329 0.438 0.573 0.424 0.500 1 0.202 1 1.061 0.100 0.138 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ " "GW 104 PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 4 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch. Texas Anal to RRS -32 Air 7 GWi„n -v (Non- Ingestion PCL 1/30/06 2/28/06 Duplicate 2/28106 3/21/06 6/13/06 9/20/06 12/20106 3/19/07 11/27/07 5/6/08 11/4/08 4/14/09 10/28109 12/17/09 4119/10 10127/10 4/27/2011 10124/11 5/2/12 10/15/12 4/16/13 10/2312013 3/27/2014 10/2212014 3/3012015 1017/2015 3/2912016 Duplicate 3/29/2016 9/22/2016 Ingestion PCL' 1, 1, 1,2-Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 '0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 0.00385 0.00729 0.00821 0.0161 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.007 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.0087 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.114 0.0873 0.104 0.135 0.108 0.0796 0.0594 0.0537 0.00582 0.0039 0.0106 0.00954 <1 <0.5 <0.005 <0.001 0.0096 0.0106 <0.001 <0.001 0.436 0.0055 0.0023 0.00098 0.0015 0.00098) 0.00088J 0.00092J <0.001 1,1- Dichloroethene 0.007 2.2 1,700 0.0215 0.0136 0.0163 0.0295 0.0365 0.0344 0.0069 0.0208 0.00332 <0.002 <0.002 0.00672 <1 <0.5 <0.005 <0.001 <0.001 0.0042 <0.001 <0.001 <0.002 <0.001 0.00048 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 '0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 10.001 <0.001 <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <2.5 <1.25 <0.0125 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 0.0013 <0.001 0.00043 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA 0.105 0.46 0.451 0.469 0.601 0.415 <0.003 0.448 0.236 0.0135 0.143 0.0124 <1 0.426 0.0882 0.105 0.0096 0.032 0.0229 0.0142 0.026 0.0247 0.019 0.0088 0.00035 0.0032 <0.001 <0.001 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <2.5 <1.25 <0.0125 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.0014 <0.002 <0.002 10.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 0.04 0.0495 0.0586 0.0527 0.0498 0.0377 0.0257 0.0367 0.0286 0.02 0.0315 0.0176 <1 <0.5 0.0125 0.0183 0.0128 0.0206 0.0095 0.007 0.019 0.0274 0.0016 - -- - -- - -- -- -- -- 1,2- Dichloroetane-d4 S 0.005 51 33 0.00906 0.00771 0.00874 0.00851 0.00997 0.00952 0.00994 0.00816 0.00423 0.00249 0.00344 <0.002 <1 <0.5 <0.005 <0.001 0.0022 <0.001 <0.001 <0.001 0.0138 <0.002 0.00054 <0.001 <0.001 <0.001 1,2- Dichloroethane 0.005 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - -- - - -- - - -- - - -- - - -- - 0.00054.1 - -- - -- 0.000993 <0.001 <0.001 0.00086) 1,2- Dichloroethene Total NA n/a - -- -- - -- - -- --- --- - -- - -- - - ___ - ___ - ___ - ___ - ___ - ___ - <0.002 - -- - -- - -- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA 0.0359 0.12 0.144 0.15 0.161 0.106 <0.003 0.132 0.0703 0.0476 0.0602 0.0258 <1 0.0784 0.0144 0.0104 0.0047 0.0028 0.0026 0.0013 0.0062 <0.002 0.0013J 0.00093 <0.001 0.00046) <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.0007 0.0014 <0.001 - -- - -- - -- - - - 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 0.00795 0.0095 0.00721 0.00757 0.00509 <0.003 0.00552 0.00442 0.00271 0.00406 0.00265 <1 <0.5 <0.005 0.0024 <0.001 0.003 0.0015 0.0011 0.003 0.0039 0.0025 - -- - -- - -- - - - 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 - -- - - -- - - -- - - -- - -- - - - -- - <1 <5 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.0079 - -- - -- - -- - - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - - -- - - -- - - -- - - -- - -- 2-Hexanone NA - -- - - -- - - -- - - -- - -- - - - -- - -- <10 <5 <0.05 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - - -- - - -- - - -- - -- - - - -- - -- - -- - - -- - - -- - - -- - - -- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - - - 4 -Meth I -2- entanone 1.83 170,000 - -- - - -- - - -- - - -- - -- - - - -- - -- <10 <0.5 <0.005 <0.001 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.005 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- - -- - -- - -- - -- - -- - -- -- - -- - -- -- - -- 691 160 1.21 0.012 0.0177 <0.01 <0.01 <0.01 0.0122 <0.01 <0.01 <0.05 <0.05 0.0114 J <0.05 0.0067.1 <0.05 Benzene 0.005 38 180 0.0944 0.086 0.086 0.086 0.086 0.086 0.086 0.086 0.086 0.086 0.0386 0.026 <1 0.0512 0.0159 0.0579 0.0271 0.0369 0.0124 0.0078 0.28 0.0541 0.016 0.01 0.0036 0.0301 0.0043 0.0046 0.0205 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 '0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.002 <0.001 - -- - -- - -- -- -- -- Carbon Disulfide 3.65 - -- -- - -- - - -- - - -- - -- - - - -- - <5 <2.5 <0.025 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 0.215 0.193 0.177 0.198 0.25 0.239 0.55 0.192 0.0686 0.0463 0.0704 0.0744 <1 <0.5 0.0291 0.0654 0.0389 0.0413 0.0177 <0.001 0.127 0.0777 0.033 0.0107 0.0056 0.0411 0.0051 0.006 0.0203 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.0022 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 0.00083 <0.001 cis -1,2- Dichloroethene 0.07 1,200 0.0263 0.0125 0.0144 0.0384 0.0456 0.0374 0.00946 0.0219 0.00341 <0.002 0.00383 0.0101 <1 <0.5 0.0079 <0.001 <0.001 0.0062 <0.001 <0.001 6.82 <0.002 <0.001 0.00054 <0.001 <0.001 <0.001 <0.001 <0.001 cis -1,3- Dichloro ro ene NA - -- - -- - -- - - -- - - -- - - - - -- - <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 10.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - - - Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 0.107 0.151 0.181 0.139 0.157 0.104 0.00329 0.087 0.0236 <0.002 0.0327 1 <0.002 <1 0.266 0.0142 0.0101 0.0073 0.0098 0.0043 0.0029 0.0671 0.0066 0.000591 0.00059 <0.001 0.000633 <0.001 <0.001 <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.0011 <0.001 <0.001 10.001 <0.001 <0.001 <0.001 Isopropylbenzene NA 0.0359 0.0419 0.051 0.0555 0.0555 0.0372 <0.003 0.0368 0.0143 0.00318 0.0192 <0.002 <1 <0.5 0.008 0.0126 0.0073 0.0154 0.0056 0.0034 0.0017 0.0134 0.0013.1 0.0035 <0.001 0.0044 0.00081J 0.0011 - 0.001E m & p X lenes 10 2,000 0.172 0.254 0.305 0.226 0.274 0.188 <0.006 0.166 0.0678 0.0191 0.0156 <0.004 - -- -- - -- - -- - -- - ___ - ___ - ___ <0.0014 <0.0014 0.0018 J <0.002 <0.002 <0.002 m- Dichlorobenzenc - -- - -- - -- - - -- - - -- - -- - - - -- - - -- - - -- - - -- - -- - -- - - -- - - -- 0.0005 0.0005 0.000453 <0.001 <0.001 <0.001 Methyl ethyl ketom --- --- --- - --- --- --- --- ___ ___ ___ - --- - --- - --- ___ ___ - ___ - --- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Methyl t-bu lether MTBE NA 0.0175 0.014 0.017 0.0165 0.0143 0.0138 <0.003 0.011 0.00843 0.00453 0.00625 0.00558 <1 <0.5 <0.005 0.0127 0.0033 0.0045 0.003 0.0012 0.0016 0.0036 0.0021 <0.001 <0.001 0.0027 <0.001 <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <1 <5 <0.05 <0.01 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 Naphthalene 1.46 0.0341 0.0381 0.0448 0.0446 0.0498 0.0398 <0.003 0.0402 0.0223 0.00359 0.025 0.0105 <10 <5 <0.05 0.0188 <0.01 <0.01 <0.01 <0.01 0.0126 0.0105 0.01 0.0029 <0.005 <0.005 <0.005 <0.005 <0.005 n-Butylbenzene NA 0.00906 0.0117 0.0136 <0.003 0.0157 0.00798 <0.003 0.0128 0.00467 <0.002 0.00846 <0.002 <1 <0.5 0.0063 0.0045 0.0074 0.0073 0.0048 0.0022 0.0008 0.0098 0.0013.1 0.0053 <0.001 0.0048 0.0021 0.0024 0.0028 n-Propylbenzene NA 0.0624 0.0783 0.0928 0.106 0.115 0.0688 <0.003 0.0795 0.0275 <0.002 0.0295 <0.002 <1 0.0936 0.0173 0.0225 0.0195 0.0288 0.0116 0.0075 0.0021 0.0363 0.0039 0.0073 0.00046 0.0102 0.0024 0.0027 0.0042 o- Cblomtoluenc - -- - -- - -- - - -- - -- - -- - -- - - - -- - -- - - -- - - -- - - -- - -- - -- - -- - <0.001 <0.001 10.001 <0.001 <0.001 <0.001 o- Dichlorobenzene - -- - - -- - - -- - - -- - -- - - - -- - - -- - - -- - - -- - - -- - - -- - - 0.0106 <0.001 0.01 0.0047 0.0048 0.0074 o -X lene 10 2,000 0.0594 0.0728 0.0885 0.0684 0.0868 0.0659 0.00632 0.049 0.0191 0.0128 0.0227 0.00575 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.00099 <0.001 0.00089 J <0.001 <0.001 <0.001 p- Chlorotoluene - -- - -- - -- - ___ - ___ ___ - - ___ - ___ - ___ ___ ___ ___ ___ - ___ - - -- <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 - Dichlorobenzenc - -- - -- - -- - - -- - -- - -- - -- - - - -- - - -- - - -- - - -- - -- - -- - - -- - - 0.0022 <0.001 0.002 0.001 0.000951 0.0014 p-Isopropyltoluene NA 0.00403 0.00633 0.00728 0.00586 0.00636 0.00316 <0.003 0.00448 <0.003 <0.002 0.00407 <0.002 <1 <0.5 <0.005 0.0018 <0.001 0.0012 <0.001 <0.001 0.0006 <0.002 <0.001 0.00065 <0.001 0.00045 J <0.001 <0.001 <0.001 sec -Bu (benzene NA 0.0054 0.00783 0.0091 0.00795 0.00921 0.00564 <0.003 0.00742 <0.003 <0.002 0.00596 <0.002 <1 <0.5 <0.005 0.0021 0.0028 0.0046 0.002 0.0011 <0.002 0.0043 0.0021 0.0026 <0.001 0.0028 0.000951 0.0011 0.0013 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 tert- Butlbenzene NA <0.003 0.00341 0.00373 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 0.0011 <0.001 <0.001 <0.002 <0.002 <0.001 0.00079 <0.001 0.00085) 0.00048.1 0.00047J <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Toluene 1 1,900 0.0437 0.0473 0.0568 0.0509 0.057 0.035 0.0154 0.0238 0.00576 <0.003 0.00883 <0.003 <1 <0.5 <0.005 0.0018 0.0028 0.0042 0.003 0.0027 0.977 0.005 <0.0025 <0.0017 <0.0017 0.0016 0.0005.1 0.00054.1 0.00061 J Toluene -d8 S NA ___ ___ ___ - ___ ___ ___ ___ ___ - ___ - ___ - ___ - ___ ___ ___ ___ ___ trans -1,2- Dichloroethene 0.1 130 <0.003 <0.003 0.00507 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 I <0.001 <0.001 <0.001 <0.001 0.0225 <0.002 <0.001 <0001 <0001 10.001 <0.001 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- I - - -- - - -- - - -- - -- - - - -- - <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 '0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Trchloroethene 0.005 66 24 <0.003 <0.003 0.00318 <0.003 <0.003 0.00349 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.0029 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Trichlorofluoromethane 1 11 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 1 <0.005 <0.005 1 <0.005 <0.002 <0.002 <0.002 <1 <0.5 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Vinyl chloride 0.002 0.32 3.8 0.231 0.0744 0.0918 0.197 0.194 0.129 0.0946 0.119 0.0244 0.0394 0.00606 0.0691 <1 0.0544 0.0309 <0.001 0.0046 0.0134 0.004 0.0018 3.43 0.0067 0.012 0.0021 0.0008 0.0067 0.00086.1 0.0011 <0.002 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <3 <1.5 0.0201 0.0265 0.009 0.0097 0.0054 0.0036 0.273 0.0028 <0.0014 0.0024 <0.003 0.0027 J <0.003 <0.003 <0.003 TOTAL VOCs 1.447 1.846 2.048 2.108 2.390 1.751 0.867 1.642 0.729 0.307 0.554 0.276 691.000 160.970 1.455 0.358 0.178 0.248 0.105 0.054 21.111 0.292 0.105 0.073 0.013 0.120 0.020 0.024 0.059 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ ""GW ion-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 5 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < =less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ AirGW mh_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 1 Anal to Ingestion PCL' RRS -3' Air 3 GWi-v (Non - Ingestio PCL) 1/30/06 2/28/06 3/21/06 6/13/06 9/20/06 Duplicate 9/20/06 12120106 Duplicate 12/20/06 3/19/07 11/27/07 5/6/08 11/4/08 4/15/09 10/28/09 12/17/09 4/19/10 4/19/10 Duplicate 10/27110 4/27111 10125111 5/2112 10/15/12 10/15112 Duplicate 4/16/13 4/16/13 Duplicate 10/23/13 3/27/14 10/22/14 3/30/15 10/7/15 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.01 <0.001 '0.002 '0.001 <0.001 <0.002 <0.01 '0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 1, 1, 1 -Trich loroethane 0.2 2,000 <0.003 0.00561 0.00734 0.0249 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.01 '0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 1, 1,2,2-Tetrach loroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <01 <01 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 I <0.003 <0.01 <0.001 '0.002 1 <0.001 <0.001 <0.002 <0.01 I <0.001 <0.001 <0.001 0.0007 0.00068 <0.02 <0.05 <0.1 <0.1 '0.001 1,1- Dichloroethane 3.65 2,300 0.893 0.186 0.0777 0.0632 0.0973 0.0855 0.0235 0.0241 0.00721 0.102 0.0979 0.00353 0.218 <0.01 0.0028 0.0164 0.0185 0.186 0.325 0.41 0.0511 0.0034 0.0037 0.0553 0.0621 <0.02 <0.05 0.117 0.0064 0.0079 1,1- Dichloroethene 0.007 2.2 1,700 0.0692 0.0188 0.0211 0.0267 <0.003 <0.003 0.00623 0.00655 <0.003 0.0235 0.221 <0.002 0.038 <0.01 0.0043 0.1 0.116 0.172 0.234 0.203 0.227 0.002 0.0026 0.569 0.432 0.0298 0.49 0.298 0.009 0.0039 1,1- Dichloro ro ene NA '0.003 <0.003 '0.003 '0.003 <0.003 '0.003 '0.003 <0.003 '0.003 <0.003 '0.002 '0.002 '0.002 <0.01 '0.001 <0.002 <0.001 <0.001 <0.002 '0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <01 '01 '0.001 1,2,3 - Trichlorobenzene NA '0.003 '0.003 <0.003 '0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 1,2,3- Tdchloro ro ane NA <0.003 <0.003 <0.003 <0.003 '0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.025 <0.0025 <0.005 <0.0025 <0.0025 <0.005 <0.025 <0.0025 <0.0025 <0.0025 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 0.003 '0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 '0.002 0.00286 <0.002 <0.01 '0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 1,2,4- Tdmeth (benzene NA <0.003 0.00335 0.00384 0.0121 0.0115 0.0103 '0.003 <0.003 0.00557 <0.003 <0.002 <0.002 0.00261 <0.01 0.00032 <0.002 <0.001 <0.001 <0.002 <0.01 0.0011 0.0016 0.0016 0.0018 0.002 <0.02 <0.05 1 <0.1 <0.1 0.00057) 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 '0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.002 1 <0.002 <0.002 1 '0.025 <0.0025 1 <0.005 <0.0025 1 <0.0025 <0.005 1 '0.025 '0.0025 1 '0.0025 '0.0025 1 <0.002 '0.002 <0.02 <0.072 <0.1 <0.1 '0.002 1,2- Dibromoethane NA '0.003 <0.003 1 '0.003 '0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.002 '0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 '0.002 <0.02 <0.05 <0.1 <0.1 '0.001 1,2- Dichlorobenzene 0.6 0.0363 0.0432 0.0408 0.0545 0.0419 0.0391 0.0169 0.0179 0.0262 0.0353 0.0226 0.0341 0.0195 0.0121 0.0137 0.0157 0.0162 0.0314 0.0259 0.0345 0.0147 0.0269 0.0273 0.0179 1 0.0202 0.0274 <0.05 '0.1 1,2- Dichloroethane -d4 S) 0.005 51 33 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- --- --- -- --- --- --- --- -- - -- -- -- - -- --- - -- '0.1 '01 - -- 1,2- Dichloroethane 0.005 0.0169 0.0148 0.00764 0.0139 0.0159 0.0145 0.00534 0.00531 0.00385 0.00882 0.00866 0.0029 <0.002 <0.01 0.0013 0.0031 <0.001 <0.001 <0.002 <0.01 0.0032 '0.001 <0.001 0.0035 0.0038 <0.02 <0.021 0.0037 0.0021 0.0025 1,2- Dichloroethene Total NA n/a - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- --- --- --- --- --- 0.35 <0.1 <0.1 --- 1,2- Dichloro ro ane 0.005 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 '0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 0.00321 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 0.00014 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 0.00084 0.00096 <0.02 <0.05 <0.1 <0.1 <0.001 1,3- Dichlorobenzene 0.6 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 0.00045 <0.002 <0.001 0.0011 <0.002 <0.01 <0.001 <0.001 <0.001 0.0006 0.00067 <0.02 <0.05 '0.1 1,3- Dichloro ro ane NA 50 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0. I <0.001 1,4- Dichlorobenzene 0.075 <0.003 0.00806 1 0.00444 0.00877 0.00638 0.00592 <0.003 <0.003 0.00435 0.00618 0.004 0.005 0.00307 <0.01 0.0023 0.0026 0.0026 0.0052 0.0043 <0.01 0.0023 0.0041 0.0039 0.003 0.0034 <0.02 <0.05 1 '0.1 1 <0.1 2,2- Dichloro ro ane NA <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 '0.003 <0.003 '0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 '0.001 2- Butanone 1.83 620,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- <0.1 <0.01 <0.02 <0.01 <0.01 <0.02 <0.1 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.39 <0.1 <0.1 - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 2- Hexanone NA - -- - -- - -- -- -- -- - -- - -- - -- - -- - -- - -- - -- <0.1 <0.01 '0.02 <0.01 <0.01 <0.02 <0.1 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.25 <0.1 <0.1 <0.01 4- Bromofluorobenzene S NA - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- --- --- --- --- --- --- <0.1 <0.1 --- 4- Chlorotoluene NA <0.003 '0.003 <0.003 1 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 '0.002 <0.02 <0.05 <0.1 4 -Meth I -2- entanone 1.83 170,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- <0.1 '0.001 <0.02 <0.01 <0.001 <0.02 <0.1 '0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.5 <0.1 <0.1 <0.01 Acetone 3.65 210,000 - -- - -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- -- 3.55 <0.01 <0.02 <0.01 <0.01 <0.02 <0.1 <0.01 <0.01 <0.01 <0.01 <0.01 <0.1 <0.5 <0.1 0.0119 <0.05 Benzene 0.005 38 180 0.086 0.086 0.0618 0.114 0.0963 0.095 0.0323 0.0333 0.0501 0.0537 0.0455 0.0689 0.0476 0.02 0.0253 0.0354 0.0395 0.0687 0.047 0.0677 0.0442 0.0628 0.0669 0.0418 0.0476 0.0369 0.049J 0.0624 0.0227 0.0431 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.003 <0.003 <0.03 <0.15 '0.1 <0.1 <0.001 Bromochloromethane 0 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 '0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 Bromomethane 0.0511 <0.005 <0.005 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.005 <0.005 <0.002 '0.002 <0.02 <0.078 <0.1 <0.1 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.05 '0.005 '0.01 <0.005 <0.005 <0.01 <0.05 <0.005 <0.005 <0.005 <0.002 '0.002 1 <0.02 <0.05 <01 <0.1 1 <0.001 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 Chlorobenzene 0.1 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1,0.003 <0.003 1 <0.002 1 <0.002 <0.002 <0.01 0.00011 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 '0.1 <0.001 Chloroethane 0.73 130 0.289 0.738 0.531 1.18 0.872 1.26 0.258 0.273 0.331 0.341 0.169 0.422 0.153 0.0618 0.149 0.12 0.13 0.166 0.0615 0.0484 0.142 <0.001 0.174 0.0895 0.107 0.135 <0.076 0.0778 0.063 0.105 Chloroform 0.1 '0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 '0.001 Chloromethane NA <0.005 <0.005 '0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 '0.002 <0.002 <0.002 <0.01 '0.001 <0.002 <0.001 0.0032 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 0.078 - -- - -- - -- cis-1,2- Dichloroethene 0.07 1,200 0.0358 0.0216 0.0253 0.0329 0.00335 <0.003 0.00973 0.0102 0.00472 0.0584 0.271 <0.002 0.0334 <0.01 0.0064 0.0822 0.0905 0.116 0.129 0.12 0.208 0.0052 0.0049 0.412 0.414 0.0298 0.35 0.197 0.0059 0.0041 cis -1,3- Dichloro ro ene NA - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- <0.01 <0.001 '0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 '0.002 <0.02 <0.05 <0.1 <0.1 '0.001 Dibromochloromethane 0.06 '0.003 '0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 '0.002 <0.01 <0.001 '0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 '0.001 Dibromomethane NA - -- -- - -- -- - -- -- - -- - -- - -- - -- -- - -- - -- <0.01 <0.001 '0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 - -- Dichlorodifluoromethane NA '0.005 '0.005 '0.005 '0.005 <0.005 <0.005 <0.005 <0.005 <0.005 1 <0.005 '0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 '0.002 Ethyl benzene 0.7 4,200 <0.003 0.00357 0.00372 0.0124 0.0099 0.00952 <0.003 <0.003 0.00403 0.00583 <0.002 1 0.00708 <0.002 <0.01 0.0017 0.0023 0.0023 <0.001 <0.002 <0.01 0.0025 0.0052 1 0.0055 0.0038 0.0043 0.0061 <0.022 0.0022 0.00071 0.0017 Hexachlorobutadiene 0.0109 <0.003 '0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.01 '0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.056 <0.1 <0.1 <0.001 Isopropylbenzene NA <0.003 '0.003 <0.003 '0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.01 0.00024 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 0.00045 <0.001 <0.001 m & p X lenes 10 2,000 <0.006 <0.006 0.00618 0.0189 0.0171 0.0175 <0.006 <0.006 <0.006 <0.006 <0.004 0.00662 <0.004 - -- - -- - -- - -- - -- - -- - -- -- - -- -- -- - -- - -- - -- 0.0015 0.00064 0.0012 J m- Dichlorobenzene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- 0.00045 0.00084 J Methyl ethyl ketone ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ _- ___ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ 0.0058 <0.01 Methyl t -bu I ether MTBE NA 0.00303 0.00328 1 <0.003 0.00349 0.00663 0.00552 <0.003 <0.003 0.00469 0.00416 0.00273 0.00762 0.00254 <0.01 0.0025 0.0033 0.0035 0.0053 0.0024 <0.01 0.0024 0.0039 0.0033 0.0023 0.0025 <0.02 <0.024 0.0028 1 0.00053 0.0016 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- -- - -- -- -- I - -- - -- - -- - -- I - -- <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.01 <0.01 0.002 <0.001 <0.01 <0.002 <0.01 <0.001 <0.001 <0.001 <0.005 <0.005 <0.05 <0.25 <0.25 <0.25 <0.005 Naphthalene 1.46 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 1 <0.002 <0.002 <0.1 0.00023 <0.02 <0.01 <0.01 <0.02 1 <0.1 <0.01 I <0.01 <0.01 <0.005 <0.005 <0.05 <0.25 <0.25 <0.25 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 0.00034 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 0.00025 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 '0.1 <0.1 <0.001 o- Chlorotoluene --- --- --- --- --- --- --- --- --- --- --- --- -- --- --- --- --- --- --- --- - -- -- -- --- -- - - -- --- <0.001 o- Dichlorobenzene ___ ___ ___ __ ___ _- ___ --- --- -- ___ --- -- ___ ___ ___ ___ ___ ___ ___ _- 0.0226 o -X lene 10 2,000 0.00709 0.0076 0.00691 0.0151 0.0121 0.0123 0.00326 0.0034 0.00559 0.00721 0.00568 0.00924 0.00296 - -- - -- - -- - -- - -- -- - -- -- - -- -- -- - -- - -- -- 0.0037 0.0017 0.0028 p- Chlorotoluene ___ ___ -__ ___ ___ ___ ___ _ -_ ___ ___ __ ___ __ ___ ___ __ ___ ___ ___ ___ __ ___ -- -- --- -- -' --- --- <0.001 - Dichlorobenzene --- --- --- -- --- --- --- --- --- --- --- --- -- --- --- -- --- --- -- --- -- --- 0.0036 -Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 '0.003 '0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0. 1 <0. 1 '0.001 sec -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.002 1 <0.002 <0.002 <0.01 0.00022 <0.002 <0.001 <0.001 <0.002 1 <0.01 <0.001 I <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 <0.1 <0.001 Styrene 0.1 15,000 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.01 0.00011 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.003 <0.003 <0.03 <0.15 <0.15 <0.15 '0.001 tert-But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 '0.002 <0.02 <0.05 <0.1 <0.1 '0.001 Tetrachloroethene 0.005 410 500 '0.003 '0.003 <0.003 <0.003 <0.003 '0.003 '0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 0.00015 '0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <01 <0.1 <0.001 Toluene 1 1,900 0.00453 0.00622 0.00957 0.0498 0.0396 0.0376 <0.003 <0.003 0.00917 0.00411 <0.003 0.0174 <0.003 <0.01 0.0015 <0.002 <0.001 <0.001 <0.002 <0.01 0.0066 0.0172 0.0167 0.0103 0.0076 <0.05 <0.12 0.00056 0.0017 0.0015 Toluene -d8 S NA - -- -- --- --- --- -- --- --- --- --- - --- - --- - -- -- --- --- --- --- -- --- -- -- --- --- -- - -- --- --- trans -1,2- Dichloroethene 0.1 130 0.00534 0.00583 1 <0.003 0.00372 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 0.00042 <0.002 <0.001 0.0013 <0.002 <0.01 0.0015 0.0014 0.0015 0.0021 0.0025 <0.02 <0.05 0.0018 0.00056 0.0011 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.01 '0.001 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 <0.1 '01 <0.001 Trichloroethene 0.005 66 24 <0.003 '0.003 '0.003 '0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.01 0.00019 <0.002 <0.001 <0.001 <0.002 <0.01 <0.001 <0.001 <0.001 <0.002 <0.002 <0.02 <0.05 0.0007t<o. <0.001 Trichlorofluoromethane 11 '0.005 '0.005 '0.005 '0.005 <0.005 '0.005 <0.005 '0.005 '0.005 '0.005 '0.002 '0.002 '0.002 '0.01 '0.001 '0.002 '0.001 '0.001 '0.002 '0.01 '0.001 ,0.001 '0.001 '0.002 '0.002 '0.02 '0.05 <0.1 <0.001 Vin I chloride 0.002 0.3 2 3.8 5.11 :522 0.174 0.0446 0.00613 0.0068 0.0172 0.0172 0.0101 0.126 0.469 0.00302 0.196 '0.01 0.0124 0.16 0.159 0.452 2.0' _ 2.43 0.34. 0.0194 0.0205 0.736 0.688 0.155 .83 0.824 0.101 Xylene (total) 10 2,000 - -- - -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- <0.03 0.0048 <0.006 0.0034 0.0047 <0.006 <0.03 0.0056 0.0142 0.015 0.0062 0.0071 <0.06 <0.071 0.005 0.004 TOTAL VOCs 6.556 1.674 0.981 1.682 1.236 1.600 0.372 0.391 0.467 0.776 1.317 0.590 0.717 3.644 0.231 0.533 0.582 1.213 2.839 3.314 1.054 0.167 0.347 1.957 1.807 0.420 2.098 1.536 0.3064 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < =less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ AirGW mh_v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 1 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas Page 2 Anal to Ingestion PCL' RRS -3' 6(Non-ingestion 3/29/16 9/22/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.001 '0.001 1,1,1 - Trichloroethane 0.2 2,000 '0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.00062) 0.00311 1,1- Dichloroethene 0.007 2.2 1,700 0.0015 <0.001 1,1- Dichloro ro ene NA <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.001 <0.001 1,2,3- Trichloro ro ane NA <0.001 '0.001 1,2,4 - Trichlorobenzene 0.219 <0.001 <0.001 1,2,4 - Trimeth (benzene NA 0.00043J 0.0012 1,2- Dibromo-3- chloro ro ane 0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.001 '0.001 1,2- Dichlorobenzene 0.6 1,2- Dichloroethane -d4 S 0.005 51 33 1,2- Dichloroethane 0.005 0.00091 0.003 1,2- Dichloroethene Total NA n/a 1,2- Dichloro ro ane 0.005 <0.001 <0.001 1,3,5- Trimeth (benzene NA <0.001 <0.001 1,3- Dichlorobenzene 0.6 1,3- Dichloro ro ane NA 50 <0.001 <0.001 1,4- Dichlorobenzene 0.075 2,2- Dichloro ro ane NA <0.001 <0.001 2- Butanone 1.83 620,000 2- Chlorotoluene NA 2- Hexanone NA <0.01 <0.01 4- Bromofluorobenzene S NA 4- Chlorotoluene NA 4 -Meth I -2- entanone 1.83 170,000 <0.01 <0.01 Acetone 3.65 210,000 0.0145) <0.05 Benzene 0.005 38 180 0.0272 0.0792 Bromobenzene NA <0.001 <0.001 Bromochloromethane 0 <0.001 '0.001 Bromodichloromethane 0.1 <0.001 <0.001 Bromoform 0.1 <0.001 <0.001 Bromomethane 0.0511 Carbon Disulfide 3.65 '0.005 1 <0.005 Carbon tetrachloride 0.005 5.40 <0.001 <0.001 Chlorobenzene 0.1 <0.001 0.0014 Chloroethane 0.73 130 0.0309 0.0796 Chloroform 0.1 <0.001 <0.001 Chloromethane NA 0.0011 cis -1,2- Dichloroethene 0.07 1 1,200 0.0029 0.00083 J cis -1,3- Dichloro ro ene NA '0.001 <0.001 Dibromochloromethane 0.06 '0.001 <0.001 Dibromomethane NA Dichlorodifluoromethane NA <0.001 <0.001 Ethyl benzene 0.7 4,200 0.0021 0.0093 Hexachlorobutadiene 0.0109 <0.001 <0.001 Iso ro y1benzene NA <0.001 <0.001 m & p X lenes 10 2,000 0.0019 0.0039 m- Dichlorobenzene Methyl ethyl ketone '0.001 <0.001 <0.01 '0.01 Methyl t -butyl ether MTBE NA 0.0013 0.0023 Methylene bromide NA <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.005 <0.005 Naphthalene 1.46 <0.005 '0.005 n-Butylbenzene NA <0.001 <0.001 n-Propylbenzene NA <0.001 <0.001 o- Chlorotoluene '0.001 <0.001 o- Dichlorobenzene 0.0125 0.0168 o -X lene 10 2.000 0.0022 0.0051 p- Chlorotoluene - Dichlorobenzene <0.001 <0.001 0.0022 0.0029 -(sop ro (toluene NA <0.001 <0.001 sec -But (benzene NA <0.001 <0.001 Styrene 0.1 15,000 <0.001 <0.001 tert-Bu (benzene NA '0.001 <0.001 Tetrachloroethene 0.005 410 500 <0.001 <0.001 Toluene 1 1,900 0.0071 1 0.0118 Toluene -d8 S NA trans -1,2- Dichloroethene 0.1 130 <0.001 0.0012 trans -1,3- Dichloro ro ene NA 115 <0.001 <0.001 Tdchloroethene 0.005 66 24 <0.001 <0.001 Trichlorofluoromethane 11 <0.001 <0.001 Vin I chloride 0.002 0.32 3.8 0.0037 0.0026 Xylene (total) 10 1 2,000 0.0041 0.009 TOTALVOCsl 0.0996 0.23351 Page 2 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ XrGW inn -v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 3 Analyte Ingestion PCL' RRS -32 Air GWmn -v (Non - Ingest[. PC 1130/06 2/28/06 3/21/06 6/13/06 9/18/06 12/20/06 3/20/07 11/27/07 5/6/08 1113/08 Duplicate 11/3/08 4/14/09 10/28/09 12/17/09 4/19/10 10/27110 4/27/11 Duplicate 4/27/11 10/25/11 5/2/12 10/15/12 4/16/13 10/23/13 3/27/14 Dup -2 3/27/2014 10/22/14 3/30/15 10/7/15 3/29/16 9122/16 1, 1, 1,2-Tetrachloroethane 0.0328 '0.003 <0.003 '0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 '0.001 <0.001 <0.001 1, 1, 1 -Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 '0.001 <0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0o02 <0o02 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 '0.002 <0.02 '0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.0883 0.0686 0.0498 0.0752 0.0754 0.0562 0.0671 0.0504 0.0554 0.0713 0.0664 0.065 0.0266 0.0163 0.034 0.0419 0.0384 0.0315 0.0578 0.0375 0.0166 0.0464 '0.02 0.02 0.021 0.135 0.0101 0.0054 0.0102 0.0048 1,1- Dichloroethene 0.007 2.2 1,700 0.032 0.0102 0.00473 0.069 0.0897 0.0784 0.0312 0.0425 0.0717 0.0955 0.0903 0.0679 <0.01 0.0074 0.0351 0.0607 0.0374 0.0356 0.167 0.179 0.0238 0.0863 0.102 0.1 0.12 0.419 0.0021 <0.001 0.0125 0.004 1,1- Dichloro ro ene NA 1 0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0o02 <0o02 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.005 <0.002 <0.02 <0.001 '0.001 <0.002 <0.002 <0.001 '0.001 <0.001 1,2,3 - Trichlorobenzene NA '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 '0.001 '0.001 <0.002 <0.002 <0.001 '0.001 <0.001 1,2,3- Trichloro ro ane NA '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.025 <0.025 <0.005 <0.0025 '0.0025 <0.0025 <0.0025 '0.0025 <0.0125 <0.002 <0.02 <0.001 '0.001 <0.002 '0.002 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 '0.003 <0.003 <0.003 <0.003 <0.15 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0o02 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA 0.192 0.775 0.448 0.725 0.675 0.389 1 0.615 0.132 0.347 0.208 0.196 0.0492 0.0289 0.0814 0.0075 0.005 0.0118 0.0108 0.0016 0.0016 0.0193 0.0065 0.0182 0.012 0.012 0.0122 0.0013 0.0029 <0.001 0.0021 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 '0.002 <0.025 <0.025 <0.005 <0.0025 '0.0025 '0.0025 '0.0025 <0.0025 <0.0125 '0.002 <0.02 <0.0014 <0.0014 <0.002 <0.002 '0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 '0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 '0.001 '0.001 <0.002 <0.002 <0.001 '0.001 <0.001 1,2- Dichlorobenzene 0.6 0.0373 0.0435 0.0238 0.0387 0.0365 0.0222 0.0328 <0.003 0.0308 0.0324 0.0294 0.0211 0.011 0.0184 0.0186 0.0175 0.0191 0.02 0.0183 0.0087 0.0163 0.0119 0.0203 0.019 0.019 <0.001 1.,2- Dichloroethane -d4 S 0.005 51 33 - -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- -- - -- - -- - -- -- <0.001 <0.001 <0.001 1,2- Dichloroethane 0.005 1 0.003 0.00603 <0.003 0.00553 <0.003 <0.003 0.00613 0.00502 0.00499 0.00512 0.00497 <0.002 <0.01 0.0023 0.0041 <0.001 0.0033 <0.001 0.0031 0.0024 <0.005 0.0028 <0.02 0.0021 0.00088.1 <0.001 <0.001 0.0024 0.0011 0.0024 1,2- Dichloroethene Total NA n/a - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- 0.09 0.089 <0.001 <0.001 <0.001 1,2- Dichloro ro ane 0.005 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.001 '0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA 0.0604 0.184 0.12 0.182 0.156 0.0948 0.161 0.0271 0.0615 0.0246 0.0205 0.0327 <0.01 0.0074 <0.002 <0.001 0.0017 0.0019 <0.001 <0.001 <0.005 0.00083 <0.02 0.0012.1 0.0012.1 0.0028 <0.001 0.00074J <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 0.00044 <0.02 '0.001 '0.001 <0.002 - -- - -- - -- -- 1,3- Dichloro ro ane NA 50 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 '0.001 <0.001 <0.001 1 <0.005 <0o02 <0.02 '0.001 '0.001 <0.002 <0.002 <0.001 '0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 1 0.00737 <0.003 0.00618 1 0.00581 <0.003 0.00496 0.00429 0.00504 0.00494 0.00404 1 0.00296 <0.01 0.0029 0.0031 0.0026 0.0011 0.0032 0.0027 0.0015 <0.005 0.0018 <0.02 0.0032 0.0032 <0.001 2,2- Dichloro ro ane NA <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 '0.001 <0.001 <0.001 2- Butanone 1.83 620,000 - -- - -- -- - -- - -- -- - -- -- - -- -- - -- - -- <0.1 <0.1 <0.02 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.01 <0.1 <0.0079 <0.0079 <0.01 <0.01 <0.01 - -- -- 2-Chlorotoluene NA 1 0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 2- Hexanone NA - -- - -- - -- -- -- - -- -- - -- -- - -- - -- <0.1 <0.1 <0.02 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.01 <0.1 <0.005 <0.005 <0.01 0.0035 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- -- - -- - -- - -- - -- <0.001 <0.001 <0.001 4- Chlorotoluene NA <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 '0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 --- --- --- --- 4 -Meth I -2- entanone 1.83 170,000 - -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- <0.1 '0.01 <0.02 <0.001 <0.01 <0.01 '0.01 1 <0.01 '0.05 <0.01 <0.1 <0.005 <0.005 <0.01 - -- <0.01 <0.01 <0.01 Acetone 3.65 210,000 3.87 0.0278 <0.02 0.0234 0.0264 <0.01 0.0345 <0.01 <0.05 <0.01 <0.1 <0.01 <0.01 <0.01 0.0138 <0.05 <0.05 <0.05 Benzene 0.005 38 180 0.0857 0.0684 0.0366 0.0965 1 0.0916 0.0492 0.0592 0.058 0.0545 0.0726 0.0668 1 0.0515 0.0301 0.0388 0.0351 0.0523 0.0413 0.0365 0.0539 0.0275 1 0.0299 0.0381 0.07 0.032 1 0.033 0.0997 0.0131 0.0513 0.0178 0.0608 Bromobenzene NA '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.003 <0.03 '0.003 '0.003 <0.003 <0.003 <0.003 <0.001 <0.001 Bromochloromethane 0 '0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.025 '0.002 <0.02 <0.001 <0.001 <0.002 - -- - -- - -- - -- Carbon Disulfide 3.65 - -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- <0.05 <0.05 <0.01 <0.005 <0.005 <0.005 <0.005 <0.005 <0.025 '0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 <0.005 1 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 '0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 Chlorobenzene 0.1 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 '0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 '0.001 <0.001 Chloroethane 0.73 130 0.164 0.113 0.137 0.25 <0.003 0.0978 0.112 0.0692 0.101 0.0735 0.0719 0.173 <0.01 0.0165 0.0493 0.0523 0.0376 0.0414 0.0282 0.0183 0.0408 0.0258 0.0681 0.036 0.043 0.0218 0.0109 0.0536 0.0126 0.0433 Chloroform 0.1 '0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0o2 <0.001 <0.001 <0.002 <0.002 <0.001 '0.001 Chloromethane NA '0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 0.00092J cis -1,2- Dichloroethene 0.07 1 1,200 0.0312 0.00925 1 0.00526 0.0595 0.0806 0.0843 0.0364 0.0424 0.075 0.102 0.0959 0.0458 <0.01 0.0098 0.0426 0.0486 0.036 0.0336 0.132 0.164 0.0248 0.0698 0.117 0.09 0.089 0.206 0.0017 0.0014 0.0113 0.0048 cis -1,3- Dichloro ro ene NA - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 '0.001 '0.001 <0.002 <0.002 '0.001 <0.001 <0.001 Dibromochloromethane 0.06 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 '0.002 <0.02 <0.001 <0.001 <0.002 <0.002 1 <0.001 '0.001 <0.001 Dibromomethane NA - -- - -- -- - -- - -- -- - -- -- - -- -- - -- - -- <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 - -- -- Dichlorodifluoromethane NA '0.005 <0.005 <0.005 <0.005 <0.005 <0.005 1 <0.005 <0.005 <0.002 '0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 '0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 0.128 0.131 0.0748 0.127 0.109 0.0401 0.071 0.0363 0.00803 1 0.0362 0.038 1 0.006 0.0108 1 0.0232 0.0275 0.0064 0.0096 0.0095 0.001 <0.001 1 0.0068 0.0056 1 0.0191 0.0095 1 0.0099 0.0198 0.0012 0.0086 0.0012 0.0054 Hexachlorobutadiene 0.0109 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001I <0.0011 <0.002 <0.002 <0.001 <0.001 <0.001 lsopropybenzene NA 0.0604 0.0554 0.036 0.0618 0.0583 0.0231 0.0427 0.0208 <0.002 0.021 0.0262 0.00631 0.01 0.0224 0.0234 0.0069 0.013 0.0142 0.005 0.0051 0.0155 0.0065 <0.02 0.019 0.02 0.0147 0.0029 0.0028 0.0013 0.0039 m & p X lenes 10 2,000 0.183 0.2 0.115 0.174 0.118 0.0504 0.0949 0.0201 0.0309 0.0274 0.0237 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0176 0.001 0.0031 <0.002 0.0021 m- Dichlorobenzene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 '0.001 <0.001 Methyl ethyl ketone - -- --- --- --- --- -- --- -- -- -- -- - -- --- - -- - -- -- -- --- - -- - -- - -- --- - -- --- - -- --- <0.001 <0.01 <0.01 <0.01 Methyl t -but I ether MTBE NA 0.0166 0.0139 0.00653 0.0181 0.0232 0.0108 0.0134 0.0144 0.00932 0.0155 0.0149 0.00682 <0.01 0.0068 0.0059 0.0109 0.0058 0.0057 0.0095 0.0047 <0.005 0.0065 0.0059 0.00055.1 0.0035 1 <0.001 I <0.001 0.0079 1 0.0019 0.0056 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 - -- - -- - -- -- - -- -- -- - -- - -- - -- - -- - -- -- I - -- - -- - -- <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 '0.003 1 <0.003 <0.003 <0.003 <0.003 <0.01 <0.1 0.0023 <0.01 <0.001 <0.001 <0.001 I <0.001 <0.005 1 <0.005 <0.05 1 <.005 <.005 <.005 <.005 <.005 <0.005 <0.005 Naphthalene 1.46 0.0447 0.0457 0.0276 0.0468 0.0459 0.0182 0.0282 0.0102 0.0139 0.0129 0.0147 0.00508 <0.1 0.0064 <0.02 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.005 <0.05 0.013 0.011 0.0034 <,005 <.005 <0.005 <0.005 n-Butylbenzene NA 0.0278 0.025 0.0149 1 0.0213 0.0232 0.0109 0.021 0.00996 0.00219 0.0112 0.0125 0.0041 1 <0.01 0.0125 0.0128 0.0058 1 0.0128 0.012 0.0056 0.0029 0.014 0.0063 <0.02 0.03 0.032 0.0119 0.0027 0.0014 0.0024 0.0045 n-Propylbenzene NA 0.129 0.117 0.0781 0.145 0.128 0.047 0.0948 0.041 <0.002 0.0333 0.0495 0.00211 0.025 0.0486 0.0539 0.0109 0.0308 0.0287 0.007 0.0026 0.033 0.0156 0.0167 0.06 0.064 0.0396 0.0071 0.0053 0.0031 0.0104 o- Chlorotoluene ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ ___ - -- _ - - -- -- --- <0.001 <0.001 '0.001 <0.001 enz o- Dichlorobene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- --- --- -- --- - - - '0.001 0.007 0.0073 0.0144 o -X lene 10 2,000 0.0653 0.0653 0.0387 0.0604 0.045 0.0243 0.035 0.00909 0.017 0.0132 0.0119 0.00686 - -- - -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- -- 0.0196 0.0016 1 0.0085 0.0016 0.0046 p-Chlorotoluene - -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- -- - -- - -- --- --- - -- -- --- <0.001 <0.001 <0.001 <0.001 - Dichlorobenzene - -- - -- - -- - -- - -- -- - -- -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- <0.001 0.0011 0.0011 0.002 p-isopropyltoluene NA 0.00887 0.0101 0.00465 0.0081 0.00751 0.00371 1 0.00576 <0.003 0.00329 0.00457 0.00387 0.00251 <0.01 0.0017 <0.002 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.005 1 0.0004 <0.02 1 <0.001 '0.001 0.00091 <0.001 <0.001 <0.001 <0.001 sec -Bu (benzene NA 0.0142 0.0142 <0.003 0.0135 1 0.0138 0.00408 0.0113 0.00681 <0.002 0.00641 0.00764 0.00396 <0.01 0.0067 1 0.0072 0.0035 0.0064 1 0.0068 0.0042 0.003 0.0078 0.004 <0.02 0.014 0.014 0.0083 0.0022 0.0013 0.0015 0.003 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.003 <0.03 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 tert-But (benzene NA <0.003 0.00457 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.00253 0.00236 <0.002 <0.002 <0.01 0.0015 <0.002 0.0014 <0.001 0.0018 0.0014 <0.001 <0.005 0.0011 <0.02 0.0018.1 0.0021 0.0018 0.00057 <0.001 0.00059.1 <0.001 Tetrachloroethene 0.005 410 500 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 '0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 '0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 '0.001 <0.001 Toluene 1 1,900 1 0.0357 0.0361 0.0203 0.0458 0.0361 0.0175 0.0207 0.00919 0.0114 0.0247 0.0222 0.0102 <0.01 0.0064 0.0032 0.0044 0.0011 0.0012 0.0011 0.003 0.0074 0.0233 0.0731 0.016 0.017 0.0775 0.0041 0.0283 <0.001 0.0194 Toluene -d8 S NA --- --- -- --- --- --- --- -- --- --- --- --- --- --- --- --- --- -- --- --- --- trans-1,2- Dichloroethene 0.1 130 <0.003 0.00473 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 0.0013 0.001 <0.005 0.001 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 I <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.005 <0.002 <0.02 <0.001 I <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.01 <0.01 <0.002 <0.001 <0.001 <0.001 <0.001 0.0018 <0.005 <0.002 <0.02 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 '0.005 '0.005 '0.005 '0.005 '0.005 '0.005 '0.005 '0.005 '0.002 '0.002 '0.002 '0.002 '0.01 '0.01 '0.002 '0.001 '0.001 '0.001 '0.001 '0.001 '0.005 '0.002 '0.02 '0.001 '0.001 '0.002 '0.002 '0.001 '0.001 '0.001 Vin chloride 0.002 0.32 3.8 0 -2 0.0606 0.0455 0.116 0.142 0.252 0.074 0.122 0.163 0.227 0.24 0.135 '0.01 0.0243 0.125 0.169 0.13 0.11 0.25 0.211 0.0711 0.302 0.408 0.24 0.22 9.5 0.0073 0.0096 0.0389) 0.021 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- <0.03 0.0103 0.0084 0.0059 0.0067 0.0065 0.0037 <0.003 10.015 0.0091 <0.06 0.013 0.013 0.0373 0.0026 0.0115 0.0019 0.0067 TOTALVOCsl 1.604 1 2.069 1 1.287 1 2.345 1 1.961 1 1.374 1 1.639 0.731 1.068 1.126 1.111 0.698 4.012 1 0.400 0.499 0.529 0.470 0.411 0.789 0.676 1 0.327 0.672 0.918 0.919 0.919 2.649 0.090 0.213 0.089 0.225 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ XrGW inn -v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 3 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ "'rGW inh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 4 Anal a Ingestion PCL' RRS -3' Air GW 3 i�n -v (Non- Ingestion 3/21/06 Duplicate 3121/06 4/27/06 5/31/06 6/13/06 Duplicate 6/13/06 9/18/06 12/19/06 3/19/07 5/18/07 11/27/07 Duplicate 11/27/07 5/6/08 Duplicate 5/6/2008 1113/08 4/14/09 Duplicate 4/14/09 10/28/09 Duplicate 10/28109 12/17/09 4/19/10 10/27/10 Duplicate 10/27/10 4/27/11 10/25111 Duplicate 10125/11 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 10.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 10.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,1,1 - Trichloroethane 0.2 2,000 0.266 0.271 0.32 0.168 0.0599 0.0559 0.0272 0.0171 0.305 0.249 0.0225 0.0232 0.269 0.222 0.0161 0.129 0.15 <0.005 0.0087 0.0129 0.0466 <0.01 <0.005 <0.025 <0.005 0.0014 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 10.005 <0.025 <0.005 <0.001 1,1,2 - Trichloroethane 0.005 102 80 0.0118 0.014 0.0114 0.00931 0.0034 0.00319 <0.003 <0.003 0.0112 0 -0071 <0.003 <0.003 0.0104 0.0107 10.003 0.0055 0.00709 <0.005 <0.001 0.0021 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,1- Dichloroethane 3.65 2,300 0.693 0.739 0.7 0.736 0.639 0.605 0.485 0.297 0.528 0.419 0.152 0.143 0.392 0.4 0.0782 0.245 0.344 0.0433 0.0563 0.0846 0.21 0.0427 0.0426 0.13 0.0208 0.0231 1,1- Dichloroethene 0.007 2.2 1.700 3.49 10.003 4i . 10.003 3.91 <0.003 2.13 <0.003 0.887 0.806 0.524 0.412 - 4. 0.003 <0.003 0.532 <0.003 0.546 <0.003 5 -° <0.002 <0.002 0.515 <0.002 <0.002 JL 4.57 <0.002 0.283 0.274 0.455 1.5 0.211 0.177 0.819 0.0546 0.0714 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 10.003 10.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 10.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 1 <0.002 0.0125 <0.0025 FO.0125 0.0125 <0.025 <0.0125 0.0625 0.0125 <0.0025 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0o02 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,2,4 - Trimeth (benzene NA 0.035 0.0391 0.0416 0.0341 0.0071 0.00715 0.0102 0.00418 0.0458 0.0284 0.00858 1 0.0104 0.0049 0.00416 0.0085 <0.002 0.00325 0.0055 0.0084 0.0041 0.005 <0.01 0.0127 <0.025 <0.005 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 10.002 <0.002 0.0125 10.0025 0.0125 0.0125 <0.025 <0.0125 0.0625 0.0125 <0.0025 1,2- Dibromoethane NA <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 10.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 10.005 <0.025 10.005 <0.001 1,2- Dichlorobenzene 0.6 0.015 0.0165 0.0136 0.0176 0.0171 0.018 0.0229 0.0125 0.0144 0.0077 0.0078 0.00755 0.0075 0.00705 0.0032 0.0027 0.00301 <0.005 0.0029 0.0023 0.005 <0.01 0.0069 <0.025 <0.005 0.0036 1,2- Dichloroethane -d4 S 0.005 51 33 - -- - -- -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - -- 1,2-Dichloroethane 0.005 0.012 0.0137 0.013 0.00759 0.0098 0.00933 0.012 0.00597 0.00994 0.006 <0.003 <0.003 0.0076 0.00772 <0.002 <0.002 0.00634 <0.005 0.0012 0.0019 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,2- Dichloroethene Total NA n/a - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- I - -- - -- - -- I - -- - -- ___ 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 10.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,3,5- Trimeth (benzene NA 0.00783 0.00895 0.00893 0.0068 <0.003 <0.003 <0.003 <0.003 0.00992 0.0052 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 0.0031 0.0009 0.005 <0.01 <0.005 <0.025 1 <0.005 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 10.002 <0.002 <0.002 <0.005 <0.001 <0.005 rO.005 <0.01 <0.005 <0.025 <0.005 <0.001 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 10.002 <0.002 <0.002 10.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 10.005 <0.025 10.005 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 10.00377 0.0036 0.00389 0.0036 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 0.00052 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 2- Butanone 1.83 620,000 - -- - -- -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.05 <0.01 <0.05 <0.05 <0.1 <0.05 <0.25 <0.05 <0.01 2- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 2- Hexanone NA - -- - -- - - -- - - -- - -- -- - -- - -- - -- -- - -- -- - -- I - -- - -- <0.05 1 <0.01 <0.05 <0.05 <0.1 <0.05 <0.25 <0.05 <0.01 4- Bromofluorobenzene S NA --- --- -- --- -- --- --- -- --- --- --- --- --- --- --- --- --- --- --- --- --- - --- 4-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 10.003 <0.003 10.003 <0.002 <0.002 10.002 10.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 4 -Meth I -2- entanone 1.83 170,000 - -- - -- -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 10.05 <0.01 0.0013 0.005 <0.01 <0.005 <0.25 1 <0.05 <0.01 Acetone 3.65 210,000 <0.05 0.0165 <0.05 <0.05 <0.1 <0.05 <0.25 <0.05 <0.01 Benzene 0.005 38 180 0.0886 0.0953 0.0766 0.0718 0.0405 0.0383 0.0537 0.0301 0.0922 0.057 0.0203 0.0193 0.0706 0.0705 0.0141 0.0288 0.0337 0.0106 0.0094 0.0098 1 0.0307 <0.01 0.0114 <0.025 <0.005 0.0048 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 10.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 1 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Bromoform 0.1 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 10.005 <0.025 10.005 <0.001 Bromomethane 0.0511 1 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 10.005 <0.002 <0.002 10.002 10.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Carbon Disulfide 3.65 - -- - -- -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.025 <0.005 <0.025 0.025 <0.05 10.025 <0.125 10.025 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 1 <0.01 <0.005 <0.025 <0.005 1 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.001 <0.01 <0.001 <0.025 <0.005 <0.001 Chloroethane 0.73 130 0.00871 0.00896 <0.005 0.01 <0.005 0.00616 0.0747 0.0347 0.0183 0.0062 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 0.001 0.005 <0.01 <0.005 <0.025 <0.005 <0.009 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.002 10.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 0.0012 cis -1,2- Dichloroethene 0.07 1,200 4.25 5.62 4.95 3.25 1.08 1.02 0.659 0.452 1 5.51 3.67 1 0.534 0.566 6.16 5.78 0.534 1 3.46 4.48 0.334 1 0.364 0.556 1.62 0.17 0.184 0.945 0.0588 0.0694 cis -1,3- Dichloro ro ene NA - -- I - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 10.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 10.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 10.005 <0.001 Dibromomethane NA - -- - -- -- - -- -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.001 <0.005 rO.005 <0.01 <0.005 <0.025 <0.005 <0.001 Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Ethyl benzene 0.7 4,200 0.0314 0.0337 0.0355 0.0299 0.0071 0.00701 0.0098 0.00591 0.0413 0.0326 0.0111 0.0119 <0.002 <0.002 0.0127 <0.002 0.00242 0.0071 0.0118 0.0067 0.0124 <0.01 0.0086 <0.025 <0.005 0.0027 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Isopropyllbenzene NA <0.003 0.0031 <0.003 0.00338 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 0.0023 0.00224 <0.002 <0.002 <0.002 <0.005 <0.001 0.0013 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 m & p X lenes 10 2,000 0.0296 0.0325 0.0165 0.0155 <0.006 <0.006 0.0075 0.00666 0.0876 0.0204 0.00892 0.0102 0.0136 0.0123 0.0055 <0.004 0.00887 - -- - -- - -- - -- - -- - -- - -- - -- - -- m- Dichlorobenzene - -- - -- -- - -- -- - -- - -- --- --- - -- ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ Methyl ethyl ketone ___ ___ __ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ Methyl t -butyl ether MTBE NA 0.00675 0.00749 0.00593 0.00621 0.0046 0.0045 0.0071 0.00347 0.00577 0.0034 <0.003 <0.003 0.004 0.00436 <0.002 <0.002 0.00279 <0.005 0.0013 0.0015 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Methylene bromide NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 - -- - -- - -- - -- -- - -- - -- - -- - -- Meth lene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 <0.001 <0.05 <0.05 <0.1 <0.05 <0.025 <0.005 <0.001 Naphthalene 1.46 0.00905 0.0109 0.0122 0.0119 0.0035 0.00407 0.0043 <0.003 0.0161 0.0104 0.00332 0.00424 0.0045 0.0043 0.0042 <0.002 <0.002 <0.05 <0.01 0.0265 <0.05 <0.1 <0.05 <0.25 <0.05 <0.01 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 1 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 0.0023 0.0011 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 n-Propylbenzene NA 0.003 0.00341 0.00349 0.00357 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 0.0025 0.005 <0.01 10.005 <0.025 10.005 <0.001 o- Chlorotoluene - -- - -- -- ___ __ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ o- Dichlorobenzene - -- - -- -- o -X lene 10 2,000 0.0517 1 0.0502 0.0501 1 0.0382 0.0104 1 0.0101 0.0115 0.00753 0.0736 0.0411 0.00903 0.00976 0.0383 0.0353 0.01 0.0131 0.0191 - -- - -- - -- - -- -- - -- - -- - -- - -- p- Chlorotoluene - -- - -- -- - -- - Dichlorobenzene - -- - -- -- - -- -- --- --- __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ __ ___ ___ ___ -Iso ro (toluene NA <0.003 <0.003 10.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 0.0023 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 sec -Bu (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 10.002 <0.002 <0.002 <0.002 <0.005 <0.001 0.00059 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Styrene 0.1 15,000 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.005 0.0027 <0.005 0.005 <0.01 10.005 <0.025 10.005 <0.001 tert-But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 10.002 10.002 <0.002 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 <0.005 <0.001 Tetrachloroethene 0.005 410 500 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.002 <0.002 1 <0.005 <0.001 <0.005 0.005 <0.01 <0.005 <0.025 10.005 <0.001 Toluene 1 1,900 0.147 0.162 0.0726 0.0608 0.0106 0.0983 0.0282 1 0.0247 0.278 0.0913 0.0321 0.0355 0.0797 0.0759 0.0344 0.0301 0.0339 0.0201 0.028 0.0107 0.0192 <0.01 0.0084 <0.025 <0.005 0.0017 Toluene -d8 S NA --- I --- -- I --- -- -- --- -- --- -- --- --- --- --- --- -- -- --- --- -- --- - --- trans-1,2- Dichloroethene 0.1 130 0.0128 0.0186 0.014 0.0112 0.0052 0.00509 <0.003 <0.003 0.0257 0.014 0.00366 0.00368 0.011 0.0119 0.002 0.0047 0.0129 <0.005 0.0027 0.0025 0.0054 <0.01 <0.005 <0.025 <0.005 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 <0.001 <0.005 rO.005 I <0.01 1 <0.005 1 <0.025 1 <0.005 <0.001 Trichloroethene 0.005 66 24 0.0154 0.0165 0.0266 0.0143 0.0082 0.00783 <0.003 <0.003 0.037 0.0109 <0.003 <0.003 0.0069 0.00641 <0.002 0.003 0.00334 <0.005 <0.001 0.00073 kO.005 I < of 1 <0.005 <0.025 1 <0.005 1 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 10.005 <0.005 <0.005 <0.005 0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.002 <0.002 <0.005 <0.001 <0.005 0.005 10.01 <0.005 10.025 <0.005 <0.001 Vinyl chloride Xylene (total) 0.002 10 0.32 1 2,000 3.8 1 - -- :04 - -- 2.99 - -- 2.76 - -- 2.72 - -- 2.42 1.55 0.923 1.47 - -- 1.74 - -- 0.451 - -- .448 - -- 0.925 - -- 0.93 ' - -- 0.28 - -- • .662 - -- 1.04 - -- 0.194 0.194 0.23 1.48 0 -4 . _ -0.372 1.48 0.191 0.209 - -- - -- - -- <0.015 0.0137 0.0068 1 0.0251 <0.03 1 <0.015 <0.075 <0.015 1 <0.003 TOTAL VOCs 11.745 14.305 13.272 9.400 5.517 5.130 3.491 2.237 12.900 1 9.930 1.796 1.839 13.297 12.387 1.518 7.544 10.721 0.898 1.004 1.423 4.949 0.911 0.824 3.374 0.325 0.388 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ "'rGW inh-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 4 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas Page 5 MW-3 Anal a Ingestion PCL' RRS -3z Air GWi 3 �n -v (Non- Ingestion PCL). 5/2/12 10/15/12 Duplicate 10/15/12 4/16/13 10122/13 3/27/14 3/30/15 107/15 3/29/16 9/22/16 11/14/16 1,1,1,2 - Tetrachloroethane 0.0328 <0.025 <0.001 <0.001 10.002 <0.02 <0.05 10.001 <0.001 <0,02 <0.02 <0.01 <0.001 1,1,1 - Trichloroethane 0.2 2,000 10.025 <0.001 <0.001 0.0191 10.02 <0.05 0.0016 0.0125 <0.02 0.0134 0,0084J <0501 1,1,2,2 - Tetrachloroethane 0.004 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.025 <0.001 <0.001 1 0.0028 <0.02 1 <0.05 1 <0.001 0.0028 <0.02 <0.02 <0.01 <0.001 1,1- Dichloroethane 3.65 2,300 0.0992 0.0041 0.0045 0.156 <0.02 <0.05 0.0139 0.194 0.169 0.332 0.252 0.0037 1,1- Dichloroethene 0.007 2.2 1,700 0.566 0.0092 0.0089 0.134 0.113 0.63 0.161 1.28 1.15 1.86 0.921 0.0206 1,1- Dichloro ro ene NA <0.025 10.001 '0.001 <0.002 10.02 <0.05 <0.001 10.001 <0.02 10.02 10.01 10.001 1,2,3 - Trichlorobenzene NA <0.025 <0.001 <0.001 <0.002 10.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 1,2,3- Trichloro ro ane NA 0.0625 0.0025 <0.0025 <0.002 <0.02 <0.05 <0.001 <0.001 <0,02 <0.02 <0.01 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0,02 <0.02 <0.01 10.001 1,2,4 - Trimeth (benzene NA 1 <0.025 1 <0.001 <0.001 10.002 <0.02 <0.05 0.0014 0.0011 0.0066J <0.02 0.0103 1 <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 0.0625 0.0025 <0.0025 <0.002 <0.02 <0.072 <0.002 <0.002 <0.04 <0.04 <0.02 <0.002 1,2- Dibromoethane NA <0.025 10.001 <0.001 1,0.002 <0.02 1 <0.05 <0.001 I <0.001 1 <0.02 <0.02 <0.01 <0.001 1,2- Dichlorobenzene 0.6 <0.025 0.0014 0.0011 1 0.0004 <0.02 <0.05 - -- - -- - -- - -- - -- - -- 1,2- Dichloroethane -d4 S 0.005 51 33 - -- - -- -- - -- - -- 3.2 - -- - -- - -- - -- -- - -- 1,2- Dichloroethane 0.005 <0.025 <0.001 <0.001 0.0024 <0.02 <0.021 <0.001 0.0026 <0.02 <0.02 <0.01 <0.001 1,2- Dichloroethene Total NA n/a - -- - -- - -- - -- - -- 0.98 - -- - -- - -- - -- - -- --- 1,2- Dichloro ro ane 0.005 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 10.02 <0.01 <0.001 1,3,5- Trimeth (benzene NA <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 1,3- Dichlorobenzene 0.6 1 <0.025 1 <0.001 <0.001 10.002 <0.02 <0.05 - -- - -- - -- - -- - -- - -- 1,3- Dichloro ro ane NA 50 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 10.001 <0.02 1 <0.02 <0.01 <0.001 1,4- Dichlorobenzene 0.075 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 - -- I - -- - -- - -- -- - -- 2,2- Dichloro ro ane NA <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 2- Butanone 1.83 620,000 <0.25 <0.01 <0.01 <0.01 <0.1 <039 - -- - -- - -- - -- - -- - -- 2-Chlorotoluene NA 10.025 <0.001 <0.001 <0.002 10.02 <0.05 - -- - -- - -- - -- - -- - -- 2-Hexanone NA <0.25 <0.01 <0.01 <0.01 <0.1 <0.25 <0.01 <0.01 <0.02 <0.2 <0.1 <0.01 4- Bromofluorobenzene S NA - -- - -- -- - -- - -- 2.4 - -- - -- - -- - -- - -- - -- 4- Chlorotoluene NA <0.025 <0.001 <0.001 10.002 <0.02 <0.05 - -- - -- - -- - -- - -- - -- 4 -Meth I -2- entanone 1.83 1 170,000 <0.25 1 <0.01 <0.01 <0.01 <0.1 <0.25 <0.01 <0.01 <0.02 <0.2 <0.1 <0.01 Acetone 3.65 210,000 <0.25 10.01 <0.01 <0.01 <0.1 <0.5 <0.05 <0.05 <1.0 <1 <0.5 <0.05 Benzene 0.005 38 180 <0.025 <0.001 <0.001 <0.002 <0.02 <0.026 1 0.0034 1 0.0068 0.0243 <0.02 0.0328 <0.001 Bromobenzene NA <0.025 <0.001 <0.001 <0.003 <0.03 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Bromochloromethane 0 <0.025 <0.001 <0.001 <0.002 10.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Bromodichloromethane 0.1 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.02 <0501 Bromoform 0.1 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Bromomethane 0.0511 <0.025 <0.005 <0.005 10.002 <0.02 <0.05 - -- - -- - -- - -- <0.01 <0.001 Carbon Disulfide 3.65 <0.125 <0.005 <0.005 10.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.1 <0.05 <0.005 Carbon tetrachloride 0.005 1 5.40 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Chlorobenzene 0.1 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Chloroethane 0.73 130 <0.025 <0.001 <0.001 1 <0.002 <0.02 <0.076 1 <0.001 <0.001 <0.02 <0.02 <0.01 <0501 Chloroform 0.1 10.025 <0.001 <0.001 <0.002 10.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Chloromethane NA <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 - -- - -- - -- - -- <0.01 <0501 cis -1,2- Dichloroethene 0.07 1.200 0.64 0.0082 0.0085 0.1790 0.1890 0.98 0.145 2.43 1.49 3.19 1.94 0.0249 cis -1,3- Dichloro ro ene NA <0.025 <0.001 <0.001 <0.002 10.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Dibromochloromethane 0.06 <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Dibromomethane NA <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 - -- - -- - -- - -- - -- - -- Dichlorodifluoromethane NA <0.025 <0.001 <0.001 <0.002 <0.02 <0.05 7002 <0.002 <0.04 <0.04 <0.02 <0.002 Ethyl benzene 0.7 1 4,200 <0.025 <0.001 I <0.001 <0.002 <0.02 <0.05 0.0042 0.0026 0.0213 <0.02 0.0249 <0.001 Hexachlorobutadiene 0.0109 <0.025 <0.001 <0.001 <0.002 1 <0.02 <0.056 1 <0.001 <0.001 <0.02 <0.02 <0.01 <0501 lsopropylbenzene NA <0.025 <0.001 <0.001 <0o02 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 m & p X lenes 10 2,000 - -- - -- - -- - -- - -- - -- 0.0009 0.00093 <0.04 <0.04 <0.02 <0.002 m- Dichlorobenzene - -- -- - -- - -- - -- - -- <0.001 <0.001 <0.02 10.02 <0.01 <0.001 Methyl ethyl ketone - -- - -- -- - -- - -- - -- 0.01 <0.010 10.2 <0.2 <0.1 <0.01 Methyl t -but I ether MTBE NA <0.025 <0.001 <0.001 0.0008 <0.02 <0.024 <0.001 0.00048 <0.02 1 <0.02 <0.01 <0.001 Methylene bromide NA - -- - -- -- - -- - -- - -- <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Methylene chloride 0.005 1,500 21,000 <0.025 1 <0.001 <0.001 <0.005 <0.05 <0.25 0.005 <0.005 10.1 <0.1 <0.05 <0.005 Nap hthalene 1.46 <0.25 <0.01 <0.01 <0.005 10.05 <0.25 0.005 <0.005 <0.1 <0.1 <0.05 <0.005 n -But (benzene NA <0.025 <0.001 <0.001 <0o02 <0.02 <0.05 1 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 n-Propylbenzene NA 10.025 <0.001 <0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 o- Chlorotoluene - -- -- - -- - -- - -- - -- <0.001 <0.001 <0.02 10.02 <0.01 <0.001 o- Dichlorobenzene - -- - -- -- - -- - -- - -- 0.00066 0.00036 <0.02 <0.02 10.01 <0.001 o -X lene 10 2,000 -- - -- -- - -- - -- - -- 0.0048 0.0044 0.0199J <0.02 0.0163 <0.001 p- Chlorotoluene - -- - -- -- - -- - -- - -- <0.001 <0.001 <0.02 <0.02 <0A1 <0.001 - Dichlorobenzene - -- - -- -- - -- - -- - -- <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 -Iso ro (toluene NA <0.025 <0.001 I <0.001 1 <0.002 10.02 <0.05 70.001 <0.001 <0.02 <0.02 <0.01 <0.001 sec -Bu (benzene NA <0.025 <0.001 <0.001 1 <0.002 <0.02 <0.05 <0.001 10.001 <0.02 <0.02 <0.01 <0.001 Styrene 0.1 15,000 <0.025 <0.001 <0.001 <0.003 1 <0.03 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 tert-But (benzene NA <0.025 <0.001 <0.001 10.002 <0.02 <0.05 <0.001 <0.001 <0.02 10.02 <0.01 <0.001 Tetrachloroethene 0.005 410 500 <0.025 <0.001 <0.001 10.002 <0.02 <0.05 <0.001 <0.001 <0.02 10.02 <0.01 <0.001 Toluene 1 1,900 <0.025 <0.001 <0.001 <0.005 <0.05 <0.12 0.0048 0.0035 0.0256 <0.02 0.0165 <0.001 Toluene -d8 S NA - -- - -- -- - -- - -- - -- - -- - -- - -- - -- -- - -- trans -1,2- Dichloroethene 0.1 130 <0.025 <0.001 <0.001 0.0124 <0.02 <0.05 1 0.00096 0.0061 <0.02 10.0102.11 0.02 <0.001 trans -1,3- Dichloro ro ene NA 115 10.025 <0.001 <0.001 <0.002 <0.02 <0.05 1 <0.001 <0.001 <0.02 <0.02 <0.01 <0501 Trichloroethene 0.005 1 66 24 <0.025 <0.001 <0.001 0.0043 <0.02 <0.05 <0.001 10.001 <0,02 <0.02 <0.01 <0.001 Trichlorofluoromethane 11 <0.025 <0.001 '0.001 <0.002 <0.02 <0.05 <0.001 <0.001 <0.02 <0.02 <0.01 <0.001 Vin I chloride 0.002 0.32 3.8 1.15 0.0172 0.0188 0.0077 0.0446 10.05 0.0272 0.0419 0.779 0.193 _ 0.949 0.0024 Xylene (total) 10 1 2,000 1 <0.075 <0.003 1 <0.003 1 <0.006 1 <0.06 <0.071 0.0057 0.0054 0.01993 <0.06 0.0194 J <0.003 TOTAL VOCs 2.455 0.040 0.042 0.519 0.347 8.190 0.396 3.995 3.659 5.588 4.183 0.052 Page 5 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A" GW mn-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 6 Ingestion PCL' RRS -3' Ar a GWi.n -v (Non- Ingestion PCL) 3/21/06 4/27/06 5/31/06 6/13/06 9/18/06 12/20/06 3/19/07 Duplicate 3/19/07 11/27/07 5/6/08 11/4/08 4/14/09 10/28/09 4/19/10 10/26/10 4/27/11 10/25/11 5/2112 10/15/12 4/16/13 10122/13 3/27/14 10122/14 3/30115 10/8/15 3/28116 9/22/16 Analyte 1,1,1,2 - Tetrachloroethane 0.0328 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 -0.003 <0.002 -0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 1, 1, 1 -Trichloroethane 0.2 2,000 0.00424 <0.003 <0.003 <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 0.0018 <0.001 <0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 -0.003 -0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 '0.001 '0.001 <0.002 <0.001 '0.001 <0.002 -0.002 '0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.779 0.218 0.165 0.122 0.065 0.127 0.18 0.183 0.0688 0.0574 0.00975 0.0132 0.0044 0.0012 0.0186 0.122 0.086 0.0355 0.0082 0.0032 <0.002 0.0062 0.0452 0.024 0.0107 0.0117 0.00095 J 1,1- Dichloroethene 0.007 2.2 1,700 0.348 0.0725 0.019 0.0152 <0.003 0.00436 0.0119 0.0121 <0.003 0.00386 <0.002 <0.002 <0.001 <0.001 0.0098 0.0327 0.0131 0.0207 0.0011 0.00044 <0.002 0.0081 0.0185 0.024 0.0031 0.0024 <0.001 1,1- Dichloro ro ene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 -0.003 <0o03 -0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 -0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 '0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3- Trcchloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 < 0.0025 <0.0025 <0.0025 <0.005 <0.0025 <0.0025 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 0.00047J 1,2,4 - Trimeth (benzene NA 0.0237 0.0203 0.0281 1 0.0234 0.0132 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 -0.002 <0.001 <0.001 <0.001 I <0.001 <0.002 1 <0.001 <0.001 1 <0.002 1 <0.002 <0.001 I <0.001 <0.001 I <0.001 <0.001 I <0.001 1,2- Dibromo- 3- chloro ro ane 0.002 <0.003 <0.003 <0.003 -0.003 <0.003 <0.003 1,0.003 <0.003 <0.003 <0.002 -0.002 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.005 <0.0025 <0.0025 <0.002 -0.002 <0.0014 0.002 0.002 0.002 <0.002 <0.002 1,2- Dibromoethane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichlorobenzene 0.6 0.0578 0.0455 0.043 0.0274 0.0218 0.0362 0.0487 0.051 0.0378 0.0445 0.0394 0.0198 0.0299 1 0.0098 0.0211 0.0273 0.0198 0.011 0.0068 0.0087 0.011 0.017 - -- -- - -- - -- 1,2- Dichloroethane -d4 S 0.005 51 33 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- 1,2- Dichloroethane 0.005 0.0164 0.0123 0.00597 0.00707 0.00621 0.00683 0.00856 0.00865 0.00675 0.00654 0.00268 <0.002 0.0031 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.00042 <0.001 0.00068 0.00045) 0.001 0.0013 1,2- Dichloroethene Total NA n/a - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0077 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0001 <0.001 <0.001 <0.001 1,3,5- Trimeth (benzene NA 0.00592 0.00453 0.00624 0.00534 0.00317 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 -0.003 <0.003 <0.003 <0.002 <0.002 <0.002 0.0021 <0.001 <0.001 I <0.001 1 <0.002 <0.001 <0.001 <0.002 1 <0.002 <0.001 I -- I - -- -- I - -- 1,3- Dichloro ro ane NA 50 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 -0.003 <0.003 -0.002 <0.002 -0.002 <0.001 <0.001 '0.001 '0.001 <0.002 <0.001 <0.001 <0.002 -0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,4- Dichlorobenzene 0.075 0.00915 0.00753 0.0077 0.00488 0.00374 0.00341 0.00779 1 0.00785 0.00638 0.00771 0.00625 0.00299 0.0043 0.0016 0.0028 0.0041 0.0033 0.0017 0.0012 0.0015 0.0019 0.0033 - -- -- - -- - -- - -- 2,2- Dichloro ro ane NA -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 2- Butanone 1.83 620,000 - -- -- - -- - -- - -- - -- -- - -- - -- - -- -- - -- <0.01 <0.01 <0.01 <0.01 <0.02 <0.01 <0.01 <0.01 <0.01 <0.0079 - -- -- -- -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 -0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 '0.001 - -- -- -- - -- - -- 2-Hexanone NA -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- <0.01 <0.01 <0.01 <0.01 <0.02 <0.01 <0.01 <0.01 <0.01 <0.005 0.01 <0.001 <0.001 <0.01 <0.01 4- Bromofluorobenzene S) NA --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- --- --- --- --- --- --- --- -- -- --- --- 4- Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 1 <0.001 <0.001 <0.002 <0.002 <0.001 - -- -- -- -- - -- 4 -Meth I -2- entanone 1.83 170,000 - -- -- - -- I - -- - -- - -- -- - -- - -- - -- -- - -- -0.01 -0.01 <0.001 <0.01 <0.02 <0.01 <0.01 <0.01 <0.01 <0.01 0.01 0.01 <0.01 <0.01 -0.01 Acetone 3.65 210,000 - -- - -- - -- - -- - -- -- - -- - -- - -- - -- -- - -- <0.01 <0.01 <0.01 I <0.01 <0.02 <0.01 <0.01 <0.01 <0.01 <0.01 0.05 10.05 <0.05 <0.05 0.007 J Benzene 0.005 38 180 0.087 0.0698 0.076 0.0487 0.0419 0.0723 0.0949 0.0967 0.0602 1 0.0683 0.048 1 0.0325 0.0357 1 0.0076 0.0439 0.0412 0.0298 0.0252 0.0096 0.0069 0.0039 0.022 0.0364 0.0087 0.007 0.0092 0.011 Bromobenzene NA <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.003 <0.003 <0.003 <0,001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 -0.005 <0.005 -0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.005 <0.002 -0.002 <0.001 <0.001 Carbon Disulfide 3.65 - -- -- - -- - -- - -- - -- -- - -- - -- - -- -- - -- <0.005 <0.005 <0.005 <0.005 <0.01 1 <0.005 <0.005 -0.002 -0.002 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 1 <0.003 1 <0.003 <0.003 1 <0.003 <0o03 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 1 <0.002 <0.001 I <0.001 <0.001 I <0.001 <0.001 I <0.001 Chlorobenzene 0.1 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 -0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroethane 0.73 130 0.208 <0.005 0.442 0.35 <0.003 0.244 0.238 0.236 0.166 1 0.208 0.162 1 0.0908 0.132 1 0.048 0.116 0.0659 0.0296 0.03 0.014 0.0141 0.0123 0.018 0.0252 0.0046 0.0014 <0.001 0.0015 Chloroform 0.1 <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chloromethane NA <0.005 <0.005 -0.005 <0.005 <0.005 <0.005 1 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 0.00055 J cis -1,2- Dichloroethene 0.07 1.200 0.245 0.0346 0.0149 0.0119 <0.003 0.00664 0.0162 0.0158 0.00317 0.0073 <0.002 <0.002 0.0017 <0.001 0.0182 0.0243 0.0073 0.0088 -0.001 <0.002 <0.002 0.0077 0.0103 0.0419 0.0018 0.0015 0.00054) cis -1,3- Dichloro ro ene NA - -- - -- - -- - -- -- - -- - -- - -- - -- - -- -- - -- <0.001 <0.001 <0.001 -0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromochloromethane 0.06 <0.003 <0.003 <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 -0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Dibromomethane NA -- I -- - -- - -- - -- - -- -- - -- - -- - -- -- - -- <0.001 <0.001 <0.001 <0.001 <0.002 1 <0.001 <0.001 <0.002 <0.002 <0.001 - -- -- -- - -- - -- Dichlorodifluoromethane NA -0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 0.002 <0.002 <0.002 <0.002 <0.002 Ethyl benzene 0.7 4,200 0.00865 0.00703 0.012 0.00931 0.00551 0.00822 0.00548 0.00576 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.00043 '0.001 <0.001 <0.001 <0.001 <0.001 Hexachlorobutadiene 0.0109 -0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Isopropylbenzene NA 0.00502 0.00415 0.00561 0.00416 0.00402 1 <0.003 0.00447 1 0.00469 -0.003 1 0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 m & p X lenes 10 2,000 1 0.0104 0.00873 0.0154 0.0123 0.00785 <0.006 <0.006 <0.006 <0.006 <0.004 <0.004 <0.004 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.002 <0.002 <0.002 <0.002 <0.002 m- Dichlorobenzene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- -- - -- - -- - -- -- 0.0013 0.00034 0.0006 0.00074J 0.001 Methyl ethyl ketone - -- ___ -__ ___ ___ ___ - -- - -- ___ ___ -_- -__ -__ ___ ___ ___ ___ ___ ___ ___ __- <0.01 -0.01 <0.01 <0.01 <0.01 Methyl t -butyl ether MTBE NA 0.00684 0.00641 0.00683 0.00456 0.00498 0.00621 0.00944 0.00938 0.00657 0.00736 0.00747 0.00378 0.006 0.0025 0.0061 0.0047 0.0035 0.002 0.0016 0.002 -0.002 0.0022 <0.001 0.0013 0.0012 0.002 0.0023 Methylene bromide NA <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- -- - -- -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 I <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.001 <0.01 -0.001 <0.002 <0.001 <0.001 <0.005 <0.005 <0.005 1 10.005 <0.005 <0.005 <0.005 <0.005 Naphthalene 1.46 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 -0.002 <0.002 <0.01 <0.01 <0.01 I <0.01 <0.02 <0.01 <0.01 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 -0.005 n-Butylbenzene NA <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 1 <0.002 0.0024 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 n-Propylbenzene NA 0.00716 0.00628 0.00809 0.00622 0.00434 1 0.00678 0.00479 1 0.00514 <0.003 <0.002 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 o- Chlorotoluene - -- - -- - -- - -- - -- I - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- -- - -- - -- - -- -- <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlowbenzene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0354 0.0071 0.0168 0.0156 1 0.0275 o -X lene 10 2,000 0.00622 0.00561 0.00828 0.0065 0.00567 0.0083 0.0079 0.00814 <0.003 <0.002 <0.002 <0.002 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 p- Chlorotoluene - -- I -- --- --- ___ ___ __ ___ ___ ___ __ ___ ___ ___ ___ -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 I <0.001 <0.001 <0.001 - Dichlorobenzene -- -- - -- - -- - -- - -- -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.0063 0.0013 0.0029 0.0032 0.0053 -Iso ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 -0.001 <0.001 <0.001 '0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 sec -Bu (benzene NA <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 -0.002 <0.002 <0.002 <0.001 <0.001 <0.001 1 0.0011 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.0017 <0.001 0.00082) 0.00058J 0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 <0.003 <0.003 -0.003 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 tert -But (benzene NA <0.003 <0.003 <0.003 -0.003 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 0.0017 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 -0.002 <0.001 0.00086 <0.001 <0.001 <0.001 0.05,5-8-T Tetrachloroethene 0.005 410 500 <0.003 <0.003 -0.003 <0.003 <0.003 1 <0.003 -0.003 1 <0.003 <0.003 1 <0.002 <0.002 1 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 -0.002 <0.001 <0.001 0.00077 <0.001 I <0.001 <0.001 Toluene 1 1,900 0.00572 0.00411 0.0115 0.00738 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.005 <0.005 <0.0025 <0.001 <0.001 <0,001 <0.001 <0.001 Toluene -d8 S NA --- -- --- --- --- --- -- --- --- --- -- --- -- -- --- -- --- --- --- --- --- trans-1,2- Dichloroethene 0.1 130 0.00731 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 Trichloroethene 0.005 66 24 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 -0.003 <0.002 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 0.0083 <0.001 <0.001 <0.001 Trichlorofluoromethane 11 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.001 '0.001 <0.001 -0.002 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Vin ,chloride 0.002 0.32 3.8 4.09 ♦95 [ 2 0.291 0.0241 0.0809 0.166 0.171 0.036 0.0646 0.00295 0.0146 0.0046 0.0072 0.106 0.276 0.0815 0.243 0.0145 0.0048 0.002 0.061 0.0718 0.0743 0.0199 0.0137 0.0051 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.003 <0.003 <0.003 -0.003 <0.006 <0.003 <0.003 <0.006 <0.006 <0.0014 <0.003 <0.003 <0.003 <0.003 <0.003 TOTAL VOCs 5.932 2.477 1.296 0.957 0.211 0.611 0.804 0.815 0.392 0.476 0.279 0.178 0.228 0.078 0.343 0.599 0.274 0.378 0.057 0.042 0.031 0.153 0.325 0.211 0.067 0.060 0.056 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A" GW mn-v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 6 TABLE E -2 SUMMARY OF VOCs IN GROUNDWATER (2006 to Present) Former Univar Facility Farmers Branch, Texas All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A"GW mn -v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 7 Anal to Ingestion PCL' RRS -3' Air 9 GWi�n -v (Non- Ingestion PCL) 3/20/06 6/15/06 9/18/06 12/19/06 3/19/07 11/27/07 5/6/08 11/4/08 4/14/09 10/28/09 4/14/09 10/28/09 4/19/10 10/26/10 4/27/2011 10/25/2011 5/2/12 10/15/12 4/16/13 10/22/13 3/27/2014 10/22/2014 3/30/2015 10/8/2015 3/29/2016 9/22/2016 1,1,1,2 - Tetrachloroethane 0.0328 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 '0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 '0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,1 - Trichloroethane 0.2 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 '0.001 '0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2,2 - Tetrachloroethane 0.004 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0o02 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,1,2 - Trichloroethane 0.005 102 80 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.003 10.001 <0.001 '0.001 <0.001 '0.001 <0.001 '0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 1,1- Dichloroethane 3.65 2,300 0.0801 0.108 0.11 0.0804 0.0964 0.074 0.0542 0.0403 0.0311 0.0231 0.0311 0.0231 0.0202 0.0139 0.0132 0.0148 0.01 0.0119 0.009 0.0104 0.0085 0.008 0.0051 0.0059 0.0049 0.0055 1,1- Dichloroethene 0.007 2.2 1,700 0.0128 0.0195 0.0238 0.0163 0.0191 0.0165 0.0124 0.0115 0.011 0.0085 0.011 0.0085 0.0096 0.0078 0.0086 0.0076 0.0072 0.0081 0.0063 0.0081 0.0068 0.0088 0.006 0.0067 0.0066 0.0069 1,1- Dichloro ro ene NA '0.003 '0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 '0.001 '0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,3 - Trichlorobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 1,2,3- Trichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.0025 <0.002 <0.0025 1 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 1 <0.0025 <0.002 '0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trichlorobenzene 0.219 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 '0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2,4 - Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dibromo-3- chloro ro ane 0.002 <0.003 <0.003 '0.003 <0.003 '0.003 <0.003 '0.002 '0.002 <0.002 <0.0025 <0.002 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 <0.0025 1 <0.002 <0.002 <0.0014 <0.002 <0.002 <0.002 <0.002 <0.002 1,2- Dibromoethane NA '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 1,2- Dichlorobenzene 0.6 <0.003 <0.003 0.00322 <0.003 <0.003 0.0032 0.00271 0.00202 <0.002 0.0018 <0.002 0.0018 0.0014 0.0019 0.0011 0.0013 <0.001 0.0011 0.0007 <0.002 <0.001 - -- - -- - -- -- -- 1,2- Dichloroethane -d4 S 0.005 51 33 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- 1,2- Dichloroethane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.00042 <0.001 <0.001 <0.001 <0.001 <0.001 1,2- Dichloroethene Total NA n/a - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- 0.016 --- 1,2- Dichloro ro ane 0.005 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 '0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 1,3,5- Trimeth (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 1,3- Dichlorobenzene 0.6 <0.003 <0.003 <0.003 <0.003 '0.003 <0.003 <0.002 '0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 <0.002 <0.002 1 <0.001 - -- - -- - -- -- - -- 1,3- Dichloro ro ane NA 50 '0.003 <0.003 '0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 1,4- Dichlorobenzene 0.075 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- -- -- 2,2- Dichloro ro ane NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 '0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 2- Butanone 1.83 620,000 --- -- --- -- --- -- --- --- --- <0.01 - -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 -- - -- -- - -- - -- 2-Chlorotoluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 '0.001 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - -- - -- 2-Hexanone NA - -- -- - -- -- - -- -- - -- - -- - -- <0.01 -- '0.01 '0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.0005 <0.01 <0.01 <0.01 <0.01 <0.01 4- Bromofluorobenzene S NA - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- 4- Chlorotoluene NA '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 '0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 <0.002 1 <0.002 <0.001 4 -Meth I -2- entanone 1.83 170,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.01 - -- <0.01 <0.01 <0.001 '0.01 '0.01 '0.01 <0.01 <0.01 '0.01 <0.005 <0.01 <0.01 <0.01 <0.01 <0.01 Acetone 3.65 210,000 - -- -- - -- -- -- -- - -- -- - -- <0.01 -- <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.05 <0.05 <0.05 <0.05 0.0086 J Benzene 0.005 38 180 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.00052 <0.001 I <0.001 <0.001 <0.001 <0.001 Bromobenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromochloromethane 0 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 1 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromodichloromethane 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 1 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 Bromoform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Bromomethane 0.0511 <0.005 <0.005 <0.005 <0.005 '0.005 <0.005 '0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 '0.005 <0.002 <0.002 <0.001 - -- - -- - -- -- <0.001 Carbon Disulfide 3.65 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.005 - -- <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 '0.005 <0.002 <0.002 1 '0.001 <0.001 '0.001 <0.001 '0.005 <0.005 Carbon tetrachloride 0.005 5.40 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chlorobenzene 0.1 <0.003 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 Chloroethane 0.73 130 <0.005 <0.005 <0.003 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.0015 <0.001 <0.001 <0.001 <0.001 <0.001 Chloroform 0.1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 Chloromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 1 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 <0.001 <0.002 <0.002 <0.001 - -- - -- - -- - -- 0.0011 cis -1,2- Dichloroethene 0.07 1,200 0.0327 0.0437 0.0551 0.0426 0.0444 0.0342 0.0268 0.0283 0.0223 0.0201 0.0223 0.0201 0.0181 0.0187 0.0195 0.023 0.016 0.0199 0.0174 0.0196 0.016 0.0181 0.0127 0.0138 0.0114 0.0136 cis -1,3- Dichloro ro ene NA - -- -- - -- - -- - -- -- - -- - -- - -- <0.001 - -- <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 '0.001 <0.002 <0.002 '0.001 <0.001 <0.001 <0.001 '0.001 <0.001 Dibromochloromethane 0.06 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 1 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 '0.001 Dibromomethane NA - -- - -- - -- -- - -- - -- - -- - -- - -- <0.001 - -- <0.001 I <0.001 <0.001 <0.001 '0.001 <0.001 <0.001 <0.002 <0.002 1 <0.001 - -- - -- - -- -- -- Dichlorodifluoromethane NA <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 10.001 I <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 0.002 <0.002 1 <0.002 '0.002 <0.002 Ethyl benzene 0.7 4,200 <0.003 <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.00043 <0.001 <0.001 I <0.001 <0.001 <0.001 Hexachlorobutadiene 0.0109 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 <0.001 <0.002 <0.002 <0.0011 <0.001 <0.001 <0.001 <0.001 <0.001 Isopropylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 1 <0.002 1 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 m & p X lenes 10 2,000 1 0.006 <0.006 <0.006 '0.006 <0.006 <0.006 <0.004 <0.004 <0.004 - -- <0.004 - -- - -- - -- - -- - -- - -- - -- - -- -- - -- 0.002 <0.002 <0.002 <0.002 <0.002 m- Dichlorobenzene - -- -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 Methyl ethyl ketone - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- '0.0079 0.01 '0.01 <0.01 <0.01 <0.01 Methyl t -butyl ether MTBE NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 0.00225 0.00228 <0.002 0.0017 <0.002 0.0017 0.0015 0.0015 0.0014 0.0014 <0.001 1 0.0011 1 0.0008 <0.002 <0.00047 0.0006 0.00055 0.00058 J <0.001 <0.001 Methylene bromide NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- <0.002 - -- - -- - -- - -- - -- - -- - -- - -- -- -- <0.001 '0.001 <0.001 <0.001 <0.001 Methylene chloride 0.005 1,500 21,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.003 <0.001 <0.001 I <0.01 <0.001 <0.001 <0.001 <0.001 <0.005 <0.005 <0.001 0.005 1 <0.005 <0.005 <0.005 '0.005 Naphthalene 1.46 <0.003 <0.003 1 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.01 <0.002 <0.01 <0.01 <0.01 <0.01 <0.01 '0.01 <0.01 <0.005 <0.005 <0.005 0.005 <0.005 1 <0.005 '0.005 <0.005 n -But (benzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 '0.001 '0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 '0.001 n-Propylbenzene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 1 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 o- Chlorotoluene - -- -- - -- - -- - -- -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 o- Dichlorobenzene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- 0.00041 <0.001 0.00046 J '0.001 <0.001 o -X lene 10 2,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 - -- <0.002 -- - -- - -- - -- - -- - -- - -- - -- -- -- <0.001 <0.001 <0.001 I <0.001 <0.001 p- Chlorotoluene - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- -- -- <0.001 '0.001 <0.001 <0.001 <0.001 - Dichlorobenzene - -- -- - -- - -- - -- -- - -- - -- - -- - -- - -- -- - -- - -- - -- - -- - -- - -- - -- -- - -- <0.001 <0.001 <0.001 <0.001 <0.001 -Isop ro (toluene NA <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 '0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 sec -But (benzene NA <0.003 <0.003 1 <0.003 <0.003 1 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 '0.001 Styrene 0.1 15,000 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.003 <0.001 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.003 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 tert-Butylbenzene NA 1 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 1 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 '0.001 <0.001 Tetrachloroethene 0.005 410 500 '0.003 <0.003 <0.003 <0.003 <0.003 <0.003 '0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 Toluene 1 1,900 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.001 <0.003 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 I <0.001 <0.005 <0.005 <0.0025 <0.001 <0.001 <0.001 <0.001 '0.001 Toluene -d8 S NA --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- -- -- --- --- -- 1 0.0025 --- --- trans-1,2- Dichloroethene 0.1 130 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.002 <0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 I <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 '0.001 trans -1,3- Dichloro ro ene NA 115 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.001 - -- <0.001 I <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 <0.001 '0.001 <0.001 '0.001 <0.001 Trichloroethene 0.005 66 24 0.00313 0.00415 0.00558 1 0.00431 0.00405 0.00397 0.00281 0.00302 0.00241 0.0025 0.00241 0.0025 0.0021 0.0022 0.0027 0.0034 0.0022 0.0029 0.0025 0.0029 0.0024 0.0022 0.0019 0.0021 0.0017 0.0016 Trichlorofluoromethane 11 <0.005 '0.005 '0.005 <0.005 <0.005 <0.005 <0.002 '0.002 <0.002 <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.002 <0.002 <0.001 '0.001 <0.001 <0.001 <0.001 <0.001 Vin I chloride 0.002 0.32 3.8 0.00521 0.0306 11.0415 0.0336 0.0314 0.0282 0.0136 0.0156 0.00515 0.0071 0.00515 0.0071 0.0069 0.0116 0.0024 0.002 0.0035 0.0018 0.0017 <0.002 <0.001 0.0041 <0.001 <0.001 '0.001 0.0034 Xylene (total) 10 2,000 - -- - -- - -- - -- - -- - -- - -- - -- - -- <0.003 - -- <0.003 <0.003 <0.003 <0.003 <0.003 10.003 <0.003 <0.006 <0.006 <0.0014 0.003 <0.003 <0.003 <0.003 <0.003 TOTAL VOCs 0.134 0.206 0.239 0.177 0.195 0.160 0.115 0.103 0.072 0.065 0.072 0.065 0.060 0.058 0.049 0.054 0.039 0.047 0.038 0.041 0.050 0.06921 0.02625 0.0285 0.0246 0.0321 All concentrations in milligrams per liter (mg /L) or parts per million. Detections shown in bold. < = less than or not detected at laboratory detection limit shown. 1. US EPA MCL or TCEQ RRS -2 values shown for those available. 2. TCEQ- approved RRS -3 values from Baseline Risk Assessment. 3. TCEQ A"GW mn -v PCL under Texas Risk Reduction Program (TRRP). All exceedances of RRS -2 values highlighted yellow, RRS -3 values green. Data totals in ( ) excludes acetone. Synonyms compounds: 1,2- dichlorobenzene (o- dichlorobenzene), 1,3- dichlorobenzene (m- dichlorobenzene), 1,4- dichlorobenzene (p- dichlorobenzene), 2- chlorotoluene (o- chlorotoluene), 4- chlorotoluene (p- chlorotoluene), 2- butanone (methyl ethyl ketone), bromomethane (methyl bromide) Page 7 Table 3 -5. Occurrence Summary for Surfcial Soil Samples, Western Portion, Former VW &R Facility,Alpha Road, Farmers Branch Texas. Constituent Frequenc; DetectslTotal &iiag of ]7e tect5 Min- Max Total Rang e Min- 1'vlax Acetone 13!22 0.032-32 0.005- 32 Benzene 1l22 0.18 4.0025 - 0.018 2- Butanone (MEK) 15122 0.37-20 0.005- 20 Chloroberizene 3122 0.007-0.01 0.0025- 0.01 Chloroform 5122 0.011- 0,205 0.0025- 0,205 1.1- Dichloroethane 122 0.18- 0,43 0.0025- 0.018 1,1- Dichloroethene 1;2'2 0.009 0.0025- 0.009 1,2- Dichloroethene (trans) 9/22 11.008- 0,55 0.0425- 0.55 Ethvlbenzene 8122 0.01- 0.55 0,0025- 0.55 Methanol 8122 0.5- 66.5 0,0015- 66.5 4- Methyl- 2- pentanone (MMK) 7/22 0.24-0.87 0.4025- 0.87 Methylene chloride 16,'22 0.014-4.2 0.4025- 4,2 Tetrachloroethene 12122 0.0026- 0.223 6.0025- 0.223 Toluene 13122 0,01- 2:4 0.0025-2.4 Triebloroethene 8122 0.01-0.45 4.0025- 0.45 1,1,1- Trichloroethane 8122 0.01-0.2 0.0025- 0.2 1, 1,2--1 4/22 0.01-0.45 0.0025- 0.45 Vinyl acetate 118 0.1 0.005- 0.1 Vinyl chloride 1122 0.16 0.005- 0.16 xylenes (total) 8/22 0.01-2.4 0.0025-2.4 Concentrations reported in milligrams per kilogram (rq*g) 11+'fean LTCL RRS -2 1.8 4-2 4,16E +03 0.01432 0.0044 1.62E +00 1.5 0.02 NA 0.0034 0.0042 2.56E+02 0.023 0.042 5.04E -01 01,013 0.027 2.014E +04 0.0028 03.0033 8.72E -01 0.86 0.16 2.56E42 0.66 0.12 1.70E-04 4? 13 NA 0.14 0.23 NA 0.34 0,68 1.38E -0i 0.04 0,655 107F -02 4.33 0.58 3.63E-.03 0.033 0.069 2.85E +00 0,034 0.057 i .40E +04 0.012 0.026 1.62E +01 0,017 0.028 104F -06 0'ri 12 0.024 2.41 E -02 0.3 0.54 5.50E *{} Total range All values used in the mean and UCL calculations, including proxy concenrrations for non - detects. UCL 95 percent upper confidence limit (one- tailed) on the mean, assunaizg a normal distribution_ NA Not available. RRS -2 Texas Risk- Reduction Standard 2 (SA1 -Ind) for industrial surface soils. *4* UCL concentration exceeds the RRS -2. Doc: 5S52.xis1,,klpiia Roadn /96:15WO2001 HydraSysterns Management, Inc. f Table 3 -6. Occurrence Summary for Subsurface Soil Samples, Westem Portion, Former VW&R Facility, Alpha Road, Farmers Branch, Texas. re ue.ne Range Qf Detects Total 1 .g.i; Constituent DetectsiTotal Min- Max Min- Max 144ean UCL RRS -2 Acetone 32154 0.031- 770 0.005-770 14 37 1.02E +03 Benzene 7153 0:01 3- 1.01 0.0025- 1.01 0.49 0.092 5.40E -01 2 -B utanone (kMK) 41/51 0.02-221 0.005- 221 6.0 13 NA Chlorobenzene 8153 0.007 - 1.17 0.0025- 137 0.046 0.096 1.00E +01 Chloroform - 14153 0.407- 0.235 0.0025- 0.235 0.042 0.062 1.00E +01 1.2- Dichlorobenzene 3127 0.392- 1.96 0.0025= 196 0.084 021 6.00E +01 1,3- Dichlorobenzene 6127 0.015- 0.445 0.4025- 0.945 0.06 0.12 6.00E +01 1,4- Dichlorobenzene 4/27 0.17- 0.391 0.0025- 0.391 0.026 0.051 7.50E+,00 1,1- Dichloroethane 21153 0.006- 2.82 0.0025 - 2.82 0.14 0.24 3.55E+02 1,2- Dichloroethane 4/53 0,035- 0.11 0.0025- 0.11 0.074 0.012 5.00E -01 1,1- Dichlorosthene 5/53 0.007-39.3 0.0025- 39.3 0.082 2.0 7.00E -01 1,2- Dichloroethene (trans) 26153 0.009- 7.55 0.0025- 7.55 0.44 0.8 1.00E +01 Ethylbenzene 18153 0.0018- 5.96 0.0018 - 5.96 0.24 0.43 7,OOE +01 Methanol 2W33 0.5-610 0.005-610 21 52.0 NA 4 .Methyl- 2- pentanone (MMK) 17/50 0.013 - 16.1 0.0025- 16.1 0.58 1.2 NA I,Aethy?ene chloride 35153 0.01- 6.34 0.0025- 6339 0.26 0.47 5.00E -01 Tetrachloroethene 22;53 0.006- 141 0.0025- 141 4.1 8.6 5.00E -01 Tohrene 34!53 0.0012- 15.4 0.0012- 15.4 1.1 1,8 1.00E +02 1, 1, 1-Trichlorcethane. 24/53 0.006- 142 0.0025~ 142 5.5 11 2.00E +01 1. 1,2-Trichioro ethane 23153 0.01- 0.796 0.0025- 0.796 0.1 0.15 5.00E -01 Trichlomethene 16153 0.006- 18.5 0.0025- 18.5 0.78 1.5 5.00E -01 ** Vinyl acetate 3/13 0.007 - 0.314 0.005- 0.314 0.037 0.077 3.65E +03 Vinyl chloride 2/48 0.03-0.047 0.005- 0.047 0.013 0.024 2.00E -01 Xylenes (total) 22145 0.01-94.8 0.0025- 94.8 4.1 8.1 1.00) = +03 Concentrations reported in milligrams per kilogram (m&kg). Total rane All values used in the meant and UCL, calculations including proxy concentrations for non - detects. L1CL 95 percent upper confidence limit {one- tailed.} on the mean, assuming a normal distribution. N-A Not available. RRS -2 Texas Risk Reduction Standard 2 (CWP -ind.) ground -water protection for industrial use. A TJCL concentration exceeds the RRS -2. Doc. &, pha tioad. SSS1V3 .xls- PV'2RGi.fiwiT.i"v�'- ? /Sc }. HydrnSystems Management, Inc. PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX F Based on the groundwater analytical data, a single COC exceeds the GW closure criteria at a single offsite well. Detectable COCs in a GW plume extends across several properties. The owners of these affected properties have been invited to include their parcels within the Univar MSD. Five of the seven property owners have agreed to support the creation of the Univar MSD and to execute a groundwater use deed restriction associated with the MSD. Two property owner (Garratt- Callahan Company at 13719 Welch Road and EC Carmack at 4500 Sigma Road) have declined. The measurable VOC plume extends slightly beyond the most downgradient monitoring well (DMW -1) situated on the south side of Sigma Road adjacent to property occupied by Southwest Galleries, at the northern end of the MSD Site. The concentration of VOC degradation products in this well (cis -1,2 -DCE, 1,1 -DCE, and VC) have been decreasing over time (refer to Table E- 2 in Appendix E), and currently the only compound that exceeds an ingestion PCL is VC at 0.0034 mg /L compared to the ingestion PCL of 0.002 mg /L. In our opinion the plume extends under the Sigma Road right of way in this area. All affected rights -of -way owned by the City have been included within the proposed boundary of the Univar MSD Site. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX G The Site has been in the TCEQ Corrective Action Program since 1994. The Site was decommissioned in 1986 and response actions associated with soil and removal of the concrete containment structures and underground piping (suspected source areas) were initiated in 1987. Univar then installed a subsurface slurry trench/cut -off wall around the entire facility to limit the movement of groundwater off -Site. Univar designed a groundwater remediation system for the facility that initially consisted of recovery wells (pump and treat) in 1990. Numerous rounds of groundwater treatment have been performed at the Site since that time with more recent treatment consisting of bio- enhancement. Groundwater monitoring has been performed at the Site since the late 1980s. Based on available records from URS /AECOM, 21 rounds of groundwater monitoring have been performed for the case since 2006 alone. The current owner, Univar USA, is performing on -going semi - annual groundwater monitoring until the Corrective Action case is completed (No Further Action letter issued). Based on review of this extensive data set, the groundwater VOC plume has migrated from the Univar parcel in a north/northwest direction towards monitoring well DMW -1 located along the south side of Sigma Road. The groundwater plume is stable and in recent years has been decreasing as a result of multiple rounds of groundwater treatment. Statistical analysis of the past 10 years of data at DMW -1 indicates the trend is declining with a confidence factor of 99.9 %. At this time the only remaining VOC present above the TCEQ RRS -3 MSC is VC. AECOM noted a slight increase of TCE, cis- 1,2 -DCE, and/or VC in some wells based upon the recent 2016 groundwater monitoring events. This increase is attributable to the degradation of the parent VOCs into daughter products as a result of groundwater treatment performed earlier in 2016 (i.e., enhanced biodegradation). City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX H Groundwater on the Designated Property exceeds the TCEQ's residential assessment level within the Univar MSD Site boundary (on -Site) for the following nine VOCs: TCE, cis - 1,2-DCE, 1,1 -DCE, PCE, 1,2 -DCA, 1,1,2 -TCA, MC, benzene, and VC. Refer to Summary of VOCs in Groundwater Tables (Tables E -1 and E -2) in Appendix E for specific COC concentrations and residential assessment levels. Based upon the data developed to date, the VOC source was removed, the remediation measures performed over a 30 -year time period has reduced the COCs as much as possible, and plume migration has been stopped. Therefore no residential assessment levels will be exceeded off -Site. Mann- Kendall statistical analysis of the past 10 years of data at the downgradient extent of the plume (at DMW -1) indicates that VOCs in this location are declining with a confidence factor of 99.9 %. Therefore, the data suggests that groundwater will not exceed a residential assessment level beyond the boundary of the MSD property. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX I Once an MSD is approved, the residential assessment levels become the groundwater -to- outdoor -air PCLs established under the RRR or TRRP. VOCs in the groundwater at the Designated Property will not exceed these levels with an MSD. This statement is based upon the current data (none of which exceeds the MSD- adjusted assessment levels), the fact that the source has been removed, and as a result of the extensive remediation that has been performed to stabilize and reduce VOCs in the groundwater plume. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX J The source of the VOCs in groundwater is the former Univar facility addressed at 4707 Alpha Road. This parcel is currently a concrete lot utilized by Tuesday Morning to park tractor trailer rigs. The VWR/Univar facility (Potentially Responsible Party or PRP) operated at this location from 1968 until the facility shut down in 1986, and was used for packaging, blending, and distribution of chemical products including VOCs, alcohols, acids, and caustics. By early 1987 the operations of the facility had moved to another location and the facility was decommissioned. As a part of this process, subsurface investigations were performed and remediation activities began in 1988. The oldest environmental report obtained by W &M was the SAR developed by Bascor in April 1996. The SAR includes soil and groundwater sampling along with hydraulic conductivity testing. The VOCs identified in the groundwater at the Site appear to be the results of historical product storage and repackaging activities on the west side of the property. No point sources were identified in the previous assessments. Groundwater flow has been consistently to the northwest and the COCs in the groundwater have migrated in the same direction (refer to Figures 4 through 10 in Appendix Q. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX K In 1994, Univar and the TNRCC (predecessor to TCEQ) entered into an Agreed Order establishing closure requirements for the Site, including Site Assessment, a Corrective Action Plan, and groundwater cleanup using physical and chemical remediation. The Agreed Order will remain in effect until the Site meets the closure criteria. It is our understanding from a meeting with the TCEQ that with a MSD in place, the Agreed Order will be satisfied. Numerous rounds of sampling have been performed at the Site from 1987 until the present time. W &M has counted approximately 21 rounds of groundwater monitoring at the Site since 2006 alone. The most recent sampling has been limited to on -going groundwater monitoring along with evaluation of selected parameters associated with periodic groundwater treatment. The most recent groundwater sampling event by AECOM indicated that most of the VOCs have been successfully treated and are below the cPCLs approved by the TCEQ. However, the concentrations of VC have been above the RRS -3 MSCs in two of the monitoring wells. VC is a degradation product of the original parent compounds. Due to ongoing degradation of residual COCs, it is anticipated that VC and other daughter compounds will be present in the groundwater for an unknown time period. As a result, the applicant would like to obtain a MSD so that the Agreed Order and Corrective Action case can be closed. In regards to specific questions in Appendix K: a) No environmental regulatory actions have been taken at this Site over the last 5 years. b) No litigation has been taken at the Site over the last 5 years. The current owner ( Univar) entered into an Agreed Order with TCEQ as noted above. c) The owner has performed a number of remedial activities at the Site over the years including injection of chemical oxidants and more recently biological enhancement (nutrient and electron donor) additions into the groundwater. The most recent groundwater treatment was performed by AECOM in November 2016 in selected monitoring wells. d) The applicant is including in the MSD the VOC groundwater plume contained in the shallow trough groundwater bearing unit (from approximately 5 feet bgs to 20 feet bgs) that extends from the south side of the Univar parcel in a north/northwest direction all the way to monitoring well DMW -1 along the south side of Sigma Road. City ROWs are included within the proposed MSD boundary. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX L The following registrations or permits are associated with the MSD property: Former Univar facility 4707 Alpha Road Program ID Type ID Number AIR NEW SOURCE PERMITS ACCOUNT NUMBER 936537W IHW CORRECTIVE ACTION SOLID WASTE REGISTRATION # (SWR) 31657 INDUSTRIAL & HAZARDOUS WASTE EPA ID TXD042291591 INDUSTRIAL & HAZARDOUS WASTE SOLID WASTE REGISTRATION # (SWR) 31657 POLLUTION PREVENTION PLANNING ID NUMBER P08174 UNDERGROUND INJECTION CONTROL PERMIT 4R00003 UNDERGROUND INJECTION CONTROL PERMIT 5X2600341 Freedom Furniture /SEELCCO Street Partners, LP 13810 Welch Road Program ID Type ID Number INNOCENT OWNER/OPERATOR PROGRAM ID NUMBER 1024 INNOCENT OWNER/OPERATOR PROGRAM ID NUMBER 776 National Aircraft Services 13835 Welch Road (Currently Big Game Sports, Inc.) Program ID Type ID Number ID Status IHW CORRECTIVE ACTION SOLID WASTE REGISTRATION # (SWR) T2135 INACTIVE City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH Continental Auto Parts 4630 Nall Road (Currently Bell & McCoy, Inc.) Program ID Type ID Number ID Status LEAKING PETROLEUM STORAGE TANKS ID NUMBER 100985 ACTIVE REMEDIATION PETROLEUM STORAGE TANK REGISTRATION 57173 INACTIVE REGISTRATION Rolex Properties /Tesla Service Center 13725 Welch Road There were no listings for environmental permits or violations for this address. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX M The Univar property has been investigated since the 1980s, after the discovery of a release to the subsurface in an operating area of the facility. On December 21, 1994, Univar entered into an Agreed Order with the TNRCC, predecessor to the TCEQ, and has been continuing with response actions and groundwater monitoring since that time. The Site is referenced under the following State ID numbers: TCEQ Solid Waste Registration No. 31657 EPA ID No. TXD042291591, TCEQ Agreed Order Docket No. 94- 0833 -IHW -E City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX N As stated earlier in this application, the Site has been investigated since the late 1980's, and there have been dozens of environmental investigation reports, response action proposals, response action implementation documents and media monitoring reports since that time. A listing of documents and correspondence between Univar and TCEQ since 1997 is provided in this attachment, listing 137 submittals to TCEQ over that period. As of January 2017, no further response actions are planned to affect the attenuation of the dissolved phase plume, and semi - annual groundwater monitoring will continue until the MSD is approved. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division TCEQ CR Query - IHW Corrective Action Solid Waste Registration 31657 Query Home Customer Search RE Search ID Search Search Results Page 1 of 6 Questions or Comments >> Solid waste Registration Detail TCEQ Home The Customer Name displayed may be different than the Customer Name associated to the Additional IDs related to the customer. This name may be different due to ownership changes, legal name changes, or other administrative changes. Detail of: IHW Corrective Action Solid Waste Registration 31657 For: UNIVAR USA (RN102664307) 4707 ALPHA RD, DALLAS Solid Waste ACTIVE Registration Status: Responsible Parties: Univar USA Inc. (CN600471346) View Compliance History Mailing Address: PO BOX 34325 SEATTLE, WA 98124 -1325 Correspondence Trackina Tracking No. Received /Sent Direction Type Subject Due Date End Date Document Date Method 21333462 01/23/2017 INCOMING GW /MEDIA MONITORING RPT SEMI ANNUAL REPORT 04/23/2017 01/17/2017 HAND DELIV 20756359 08/23/2016 OUTGOING APPROVAL 08/23/2016 08/23/2016 USPS 20540454 06/14/2016 INCOMING GW /MEDIA MONITORING RPT SEMI ANNUAL REPORT 09/12/2016 08/23/2016 05/06/2016 OVERNIGHT 20497914 05/23/2016 INCOMING GW /MEDIA MONITORING RPT 08/21/2016 08/19/2016 05/06/2016 OVERNIGHT 20475148 05/09/2016 OUTGOING APPROVAL 05/09/2016 05/09/2016 USPS 20314991 02/29/2016 INCOMING GW /MEDIA MONITORING RPT 05/29/2016 05/09/2016 01/28/2016 19650028 09/09/2015 OUTGOING APPROVAL 09/09/2015 09/09/2015 USPS 19441869 06/12/2015 INCOMING GW /MEDIA MONITORING RPT GWMR 09/10/2015 09/09/2015 06/09/2015 HAND DELIV 19106520 03/25/2015 OUTGOING APPROVAL 03/25/2015 03/25/2015 USPS 18896424 12/23/2014 INCOMING GW /MEDIA MONITORING RPT GWMR 03/23/2015 03/25/2015 12/12/2014 USPS 18496394 08/21/2014 OUTGOING APPROVAL 08/21/2014 08/21/2014 17958939 02/24/2014 INCOMING GW /MEDIA MONITORING RPT ANNL GW MON RPT 08/20/2014 08/21/2014 02/18/2014 17446149 08/27/2013 INCOMING RESPONSE TO COMMENTS RESPONSE TO COMMENTS 12/31/2013 11/22/2013 08/22/2013 17315135 07/12/2013 INCOMING STATUS UPDATE MSR 08/11/2013 08/12/2013 07/09/2013 17284447 06/17/2013 OUTGOING GENERAL 06/17/2013 06/17/2013 16923918 02/25/2013 INCOMING GW /MEDIA MONITORING RPT ANNUAL STATUS RPT 06/14/2013 06/17/2013 02/19/2013 16510133 11/07/2012 INCOMING STATUS UPDATE MSR 12/07/2012 12/06/2012 10/30/2012 15967054 07/13/2012 INCOMING STATUS UPDATE 2ND QTR 2012 RPT ON INJECTION WELLS 08/12/2012 08/09/2012 07/11/2012 15833495 04/26/2012 INCOMING TECHNICAL CORRESPONDENCE 1ST QTR 2012 AQUIFER REMED INJ WELLS RPT 05/26/2012 05/24/2012 04/24/2012 15819091 04/18/2012 OUTGOING APPROVAL 04/18/2012 04/18/2012 15182926 01/20/2012 INCOMING GW /MEDIA MONITORING RPT 2011 ANNL STATUS RPT 04/19/2012 04/18/2012 01/16/2012 15183054 01/20/2012 INCOMING TECHNICAL RPT 4TH QTR 2011 RPT ON AQUIFER REMED INJECTION WELLS 04/19/2012 02/16/2012 01/10/2012 15009249 10/31/2011 INCOMING TECHNICAL RPT 3RD QTR 2011 RPT ON AQUIFER INJECTION WELLS 01/29/2012 01/27/2012 10/28/2011 14803847 07/11/2011 INCOMING GW /MEDIA MONITORING PLAN 2ND QTR 2011 RPT ON AQUFER REMED INJ WELLS 10/09/2011 07/21/2011 07/07/2011 14713276 05/27/2011 INCOMING TECHNICAL CORRESPONDENCE REQ FOR MODIF OF AUTH /REG OF CLASS V AQUIFER 06/26/2011 06/24/2011 05/25/2011 14667788 04/15/2011 INCOMING TECHNICAL CORRESPONDENCE 1ST QTR 2011 RPT ON AQUIFER REMED INJ WELLS 05/15/2011 04/20/2011 04/11/2011 14651553 03/29/2011 OUTGOING APPROVAL 03/29/2011 14579347 01/24/2011 INCOMING j GW /MEDIA MONITORING RPT 4TH QTR RPT 04/24/2011 02/01/2011 01/14/2011 t14576954 01/20/2011 INCOMING I STATUS UPDATE 2010 ANN STATUS RPT 02/19/2011 03/29/2011 01/17/2011 3/16/2017 TCEQ CR Query - IHW Corrective Action Solid Waste Registration 31657 Page 2 of 6 14478940 10/21/2010 INCOMING TECHNICAL RPT 3RD QTR 2010 RPT ON 01/19/2011 10/25/2010 10/18/2010 AQUIFER REMED IN] WELLS 13142142 07/21/2010 INCOMING TECHNICAL RPT 2ND QTR 2010 RPT 10/19/2010 07/23/2010 07/19/2010 13066424 05/07/2010 OUTGOING APPROVAL 05/07/2010 05/07/2010 13048597 04/21/2010 INCOMING TECHNICAL RPT 1ST QTR 2010 RPT ON AQUIFER 07/20/2010 04/26/2010 04/19/2010 REMED INJ WELLS 13048600 04/21/2010 INCOMING TECHNICAL RESP TO TCEQ LTR DTD 06/20/2010 04/26/2010 04/19/2010 RESPONSE 3/24/2010 13026344 03/26/2010 INCOMING TECHNICAL CITY OF FARMERS BRANCH REQ 04/25/2010 03/29/2010 03/24/2010 CORRESPONDENCE TO UNIVAR FOR INFO 12969340 01/27/2010 INCOMING GW /MEDIA ANN STATUS RPT 05/27/2010 05/07/2010 01/25/2010 MONITORING RPT 12959285 01/14/2010 INCOMING TECHNICAL RPT 4TH QTR 2009 RPT ON AQUIFER 05/14/2010 02/01/2010 01/12/2010 REMED INJ WELLS 12872967 10/23/2009 INCOMING TECHNICAL RPT 3RD QTR 2009 RPT AQUIF 02/20/2010 12/04/2009 10/21/2009 REMED IN] WELLS 12757979 07/20/2009 INCOMING TECHNICAL RPT 2ND QTR 2009 RPT ON 11/17/2009 07/21/2009 07/15/2009 AQUIFER REMED IN] WELLS 12734565 06/15/2009 OUTGOING GENERAL 06/15/2009 12679620 05/01/2009 INCOMING TECHNICAL RPT TECH RPT 08/29/2009 07/21/2009 04/29/2009 12673374 04/23/2009 OUTGOING APPROVAL 04/23/2009 12663820 04/16/2009 INCOMING TECHNICAL CITY RESP TO UNIVAR 2008 06/15/2009 06/15/2009 04/15/2009 RESPONSE ANN RPT DTD 1/28/2009 12590306 01/30/2009 INCOMING TECHNICAL RPT ANN STATUS RPT 05/30/2009 04/23/2009 01/28/2009 12583163 01/26/2009 INCOMING TECHNICAL RPT 4TH QTR RPT - FARMERS BR 05/26/2009 05/26/2009 01/21/2009 CAS SITE 12512147 10/20/2008 INCOMING TECHNICAL RPT 3RD QTR 2008 RPT /AQUIFER 02/17/2009 11/03/2008 10/15/2008 REMED INJ WELLS 12431627 08/27/2008 OUTGOING COMMENTS /NOD 08/27/2008 12388947 07/28/2008 INCOMING TECHNICAL RPT 2ND QTR 2008 RPT ON AQUIF 11/25/2008 08/07/2008 07/23/2008 INJ REMED WELLS 12245764 05/05/2008 INCOMING INVESTIGATION RPT RESP TO TCEQ LTR DTD 09/02/2008 08/27/2008 04/29/2008 REV 2/1/2008 12241560 04/28/2008 OUTGOING APPROVAL LBB 06:1 04/28/2008 12233902 04/22/2008 INCOMING TECHNICAL RPT 1ST QTR 2008 RPT ON AQUIFER 08/20/2008 05/16/2008 04/18/2008 REMED IN] WELLS 12213703 03/25/2008 OUTGOING COMMENTS /NOD 03/25/2008 12196539 02/28/2008 OUTGOING COMMENTS /NOD 02/28/2008 12156167 02/01/2008 OUTGOING APPROVAL 02/01/2008 12156972 02/01/2008 INCOMING TECHNICAL RPT CITIY RESP TO UNIVAR RPT 05/31/2008 03/25/2008 01/29/2008 DTD 12- 5-2007 12154029 01/25/2008 INCOMING GW /MEDIA ANN STATUS RPT - 2ND HALF 05/24/2008 04/28/2008 01/22/2008 MONITORING RPT 2007 12150924 01/14/2008 INCOMING TECHNICAL RPT 4TH QTR RPT ON AQUIF REMED 05/13/2008 01/29/2008 01/10/2008 IN] WELLS 12147349 12/10/2007 INCOMING TECHNICAL BKGRD DETERMIN /RESP TO 02/08/2008 02/01/2008 12/05/2007 RESPONSE TCEQ LTR DTD 9/27/2007 12140920 10/22/2007 INCOMING GW /MEDIA 3RD QTR 2007 RPT ON 02/19/2008 10/25/2007 10/18/2007 MONITORING RPT AQUIFER REMED IN] WELLS REV 12137775 09/27/2007 OUTGOING APPROVAL 09/27/2007 CONDITIONAL 12127038 07/16/2007 INCOMING GW /MEDIA 2ND QTR 2007 REP ON 11/13/2007 08/02/2007 07/12/2007 MONITORING RPT AQUIFER REMED INJ WELLS 12129152 07/12/2007 OUTGOING COMMENTS /NOD 07/12/2007 12121010 06/11/2007 INCOMING INVESTIGATION RPT RESPONSE TO TCEQ LTR OF 10/09/2007 09/27/2007 06/08/2007 REV 5/14/2007 12118608 05/14/2007 OUTGOING APPROVAL 05/14/2007 12117576 05/03/2007 OUTGOING APPROVAL N/A - QTRLY REPORT 05/03/2007 12113394 04/30/2007 INCOMING TECHNICAL RPT 1ST QTR 2007 REP ON AQUIFER 08/28/2007 05/01/2007 04/24/2007 REMED INJ WELLS 12114326 04/24/2007 OUTGOING IOM /MEETING 04/24/2007 SUMMARY 12111893 04/20/2007 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 08/18/2007 05/14/2007 04/18/2007 MONITORING RPT 12111896 04/20/2007 INCOMING REQUEST FOR REQUESTED DATA 05/20/2007 05/14/2007 04/12/2007 INFORMATION 12042388 04/10/2007 INCOMING TECHNICAL INVESTIGATION REPORT 05/10/2007 04/19/2007 03/29/2007 CORRESPONDENCE 12032940 02/16/2007 INCOMING INVESTIGATION RPT RESPONSE TO TCEQ CORRESP 06/16/2007 05/14/2007 02/15/2007 REV DTD 11/20/2006 12032565 02/14/2007 OUTGOING APPROVAL QUARTERLY REPORT 02/14/2007 12029044 01/22/2007 INCOMING GW /MEDIA QUARTERLY STATUS REP 05/22/2007 05/03/2007 01/16/2007 OVERNIGHT MONITORING RPT 3/16/2017 TCEQ CR Query - IHW Corrective Action Solid Waste Registration 31657 Page 3 of 6 12029090 01/22/2007 INCOMING GW /MEDIA 4TH QTR 2006 REP ON 05/22/2007 01/25/2007 01/16/2007 MONITORING RPT AQUIFER REMED IN] WELLS 12027355 01/09/2007 OUTGOING GENERAL ACKNOWLEDGEMT OF RECPT 01/09/2007 OF 11/20/2006 CORR 12025309 12/22/2006 INCOMING INVESTIGATION RPT FOLLOW -UP TO 11/20/2006 04/21/2007 01/09/2007 12/20/2006 REV LETTER 12026448 12/18/2006 OUTGOING APPROVAL RESPONSE TO TCEQ LETTER 12/18/2006 12025723 11/21/2006 OUTGOING APPROVAL QUARTERLY REPORT 11/21/2006 12021918 11/20/2006 INCOMING GW /MEDIA 3RD QTR 2006 REPO ON 03/20/2007 11/28/2006 11/15/2006 MONITORING RPT AQUIFER REMED INJ WELLS 12025678 11/20/2006 OUTGOING REFERRED OUT 11/20/2006 12021022 11/14/2006 INCOMING INVESTIGATION RPT RESP TO 11/3/06 BACKGRD 03/14/2007 11/20/2006 11/10/2006 REV GRDWTR CONDITIONS 12020415 11/06/2006 INCOMING INVESTIGATION RPT BACKGRD GRDWTR 03/06/2007 11/20/2006 11/03/2006 REV CONDITIONS 12020178 11/03/2006 INCOMING GW /MEDIA GROUNDWATER SAMPLING 03/03/2007 11/20/2006 11/02/2006 MONITORING RPT 12018239 10/20/2006 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 02/17/2007 02/14/2007 10/18/2006 MONITORING RPT 12015916 09/28/2006 OUTGOING PROCEED 09/28/2006 12015317 09/21/2006 INCOMING GW /MEDIA RESPONSE TO TCEQ LTR OF 12/20/2006 12/18/2006 09/19/2006 MONITORING RPT 8/10/2006 REV 12013266 09/05/2006 INCOMING INVESTIGATION RPT RESPONSE TO 7/24/06 LETTER 01/03/2007 12/29/2006 08/31/2006 REV FROM UNIVAR 12012914 08/10/2006 OUTGOING APPROVAL 08/10/2006 12009491 07/28/2006 INCOMING INVESTIGATION RPT RESPONSE TO JUNE 23, 2006 11/25/2006 09/28/2006 07/24/2006 REV TCEQ LTR RE JUNE 8, 2006 12008536 07/26/2006 INCOMING GW /MEDIA 2ND QTR 2006 REP ON 11/23/2006 08/03/2006 07/21/2006 MONITORING RPT AQUIFER REMED IN] WELLS 12008554 07/26/2006 INCOMING GW /MEDIA QUARTERLY STATUS REP - 2ND 11/23/2006 11/21/2006 07/21/2006 MONITORING RPT QTR 2006 12009234 07/24/2006 OUTGOING IOM /MEETING 07/24/2006 SUMMARY 12004858 06/27/2006 INCOMING STATUS UPDATE APPEAL OF CITY OF FARMERS 07/27/2006 06/28/2006 06/26/2006 BRANCH INDUSTRIAL 12004632 06/23/2006 OUTGOING PROCEED 06/23/2006 12004714 06/20/2006 INCOMING INVESTIGATION RPT ENVIRONMENTAL 10/18/2006 06/23/2006 06/08/2006 INVESTIGATION UNIVAR SITE 12003564 06/15/2006 INCOMING NOTICE OF RELEASE NOTICE OF VIOLATION 07/15/2006 06/16/2006 05/31/2006 12001210 05/26/2006 INCOMING STATUS UPDATE RESPONSE TO E -MAIL COMMUN 06/25/2006 05/31/2006 05/25/2006 OF 5/24/2006 12000604 05/19/2006 INCOMING STATUS UPDATE RESPONE TO LETTER DATED 06/18/2006 05/23/2006 05/18/2006 MAY 16, 2006 12000618 05/04/2006 OUTGOING IOM /MEETING 05/04/2006 SUMMARY 11333172 04/27/2006 OUTGOING APPROVAL N /A, QUARTERLY REPORT 04/27/2006 11329799 04/24/2006 INCOMING GW /MEDIA FIR HYDRANT SAMPLING 08/22/2006 04/26/2006 04/20/2006 MONITORING RPT UPDATE 11326998 04/18/2006 INCOMING GW /MEDIA 1ST QUARTER 2006 REP ON 08/16/2006 04/24/2006 04/14/2006 MONITORING RPT AQUIFER REMED INJEC WELLS 11325796 04/13/2006 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 08/11/2006 08/10/2006 04/11/2006 MONITORING RPT 11330308 04/13/2006 OUTGOING IOM 04/13/2006 11300691 03/24/2006 INCOMING REQUEST FOR REQUEST FOR EMERGENCY 04/03/2006 03/31/2006 03/22/2006 INFORMATION ACTIONS 11300721 03/24/2006 INCOMING INVESTIGATION RPT COPY OF 1996 SITE ASSESSMT 07/22/2006 03/29/2006 03/23/2006 REP 11319999 03/23/2006 OUTGOING APPROVAL OVER THE PHONE 03/23/2006 CONDITIONAL 11320006 03/23/2006 OUTGOING APPROVAL OVER PHONE 03/23/2006 CONDITIONAL 11291662 03/14/2006 INCOMING GW /MEDIA ADDITIONAL PROJECT UPDATE 07/12/2006 06/14/2006 03/10/2006 MONITORING RPT - 1ST QTR 2006 11269878 02/21/2006 OUTGOING APPROVAL 02/21/2006 11263255 02/14/2006 INCOMING GW /MEDIA PROJECT UPDATE - 1ST QTR 06/14/2006 06/14/2006 02/10/2006 MONITORING RPT 2006 11233670 01/24/2006 INCOMING GW /MEDIA 4TH QTR 2005 REP ON 05/24/2006 01/25/2006 01/19/2006 MONITORING RPT AQUIFER REMEDIATION 11232723 01/23/2006 INCOMING INVESTIGATION RPT REVIEW OF .... LETTER DATED 05/23/2006 01/24/2006 01/19/2006 REV 12/15/05 11226624 01/17/2006 INCOMING INVESTIGATION RPT RESPONSE TO LETTER DATED 05/17/2006 05/03/2006 01/12/2006 REV 12/22/05 11215376 01/03/2006 INCOMING QUAQRTERLY STATUS REPORT 05/03/2006 04/27/2006 12/30/2005 3/16/2017 TCEQ CR Query - IHW Corrective Action Solid Waste Registration 31657 Page 4 of 6 3/16/2017 GW /MEDIA MONITORING RPT 11209584 12/27/2005 INCOMING INVESTIGATION RPT RESPONSE TO CITY OF 04/26/2006 12/28/2005 12/22/2005 REV FARMERS BR CORRES 11201908 12/16/2005 INCOMING INVESTIGATION RPT REQUEST FOR INVESTIGATION 04/15/2006 04/13/2006 12/15/2005 REV AT UNIVAR SITE 11188518 11/15/2005 OUTGOING APPROVAL 11/15/2005 11164405 11/10/2005 INCOMING GW /MEDIA STATE OF TEXAS WELL 03/10/2006 11/14/2005 11/04/2005 MONITORING RPT REPORTS 11146374 10/27/2005 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 02/24/2006 02/21/2006 10/24/2005 MONITORING RPT 3RD QUARTER 05 11079802 08/26/2005 INCOMING GW /MEDIA RESPONSE TO TCEQ 11/24/2005 11/15/2005 08/24/2005 MONITORING RPT COMMENTS DATED 8/10/05 REV 11061994 08/10/2005 OUTGOING APPROVAL 08/10/2005 11046421 08/01/2005 INCOMING GW /MEDIA CLASS IV INJECTION WELL 10/30/2005 08/03/2005 07/28/2005 MONITORING PLAN INVENTORY /AUTHORIZATION 11044682 07/28/2005 INCOMING GW /MEDIA QRTLY STATUS RPT - UNIVAR 11/25/2005 08/10/2005 07/26/2005 MONITORING RPT INC. 10949201 04/27/2005 INCOMING GW /MEDIA QT SATUS RPT 08/25/2005 08/10/2005 04/25/2005 MONITORING RPT 10904263 02/25/2005 OUTGOING APPROVAL 02/25/2005 10883993 01/31/2005 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 05/31/2005 02/25/2005 01/25/2005 MONITORING RPT 10806842 11/16/2004 OUTGOING APPROVAL 11/16/2004 10794444 11/05/2004 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 03/05/2005 02/25/2005 10/18/2004 MONITORING RPT 10781781 10/22/2004 INCOMING RETURNED QUARTERLY STATUS REPORT 10/26/2004 10/18/2004 10760350 10/01/2004 INCOMING MW /SYSTEM CLASS V INJECTION WELL 11/30/2004 10/04/2004 09/28/2004 CHANG ES/CE RT/P&A INVEN /AUTHOR FORM 10750815 09/20/2004 INCOMING ACCESS ASSISTANCE GROUNDWATER REMEDIATION 11/04/2004 10/04/2004 09/16/2004 PRO] REQ FOR ADDL ACCESS 10745776 09/13/2004 OUTGOING APPROVAL 09/13/2004 10743758 09/03/2004 INCOMING GW /MEDIA RESPONSE TO TCEQ LTR AUG. 12/02/2004 09/13/2004 08/27/2004 MONITORING RPT 62004 REV 10719243 08/06/2004 OUTGOING APPROVAL 08/06/2004 CONDITIONAL 10704124 08/02/2004 INCOMING GW /MEDIA QRTLY STATUS RPT - 2ND QRTR 11/30/2004 11/16/2004 07/27/2004 MONITORING RPT 2004 10656422 06/17/2004 INCOMING MW /SYSTEM ADDITIONAL PROPOSED 09/15/2004 08/06/2004 06/15/2004 CHANGES /CERT /P&A REMEDIAL ACTIVITIES 10616226 05/20/2004 OUTGOING GENERAL 05/20/2004 10615048 05/19/2004 INCOMING STATUS UPDATE RESPONSE TO JACKSON -SHAW 06/18/2004 05/25/2004 05/14/2004 LTR 4/29/04 10583600 05/03/2004 INCOMING STATUS UPDATE PROTEST OF REMOVAL OF 9 OF 06/02/2004 05/20/2004 04/29/2004 36 EXTRACTION WELLS 10577988 04/27/2004 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 08/25/2004 08/06/2004 04/23/2004 MONITORING RPT 10549812 03/23/2004 INCOMING MW /SYSTEM REQUEST FOR CONFERENCE 06/21/2004 04/06/2004 03/15/2004 CHANG ES/CE RT/P&A 10524983 02/19/2004 OUTGOING APPROVAL 02/19/2004 10494590 01/29/2004 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 05/28/2004 02/19/2004 01/27/2004 MONITORING RPT 10393538 11/07/2003 OUTGOING APPROVAL 11/07/2003 10370791 10/29/2003 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 02/26/2004 02/19/2004 10/22/2003 MONITORING RPT 10315019 09/02/2003 INCOMING GW /MEDIA RESPONSE TO TCEQ - 8/22/03 12/01/2003 11/07/2003 08/28/2003 MONITORING RPT REV 10312229 08/22/2003 OUTGOING APPROVAL PARTIAL 08/22/2003 10305887 08/06/2003 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 12/04/2003 08/22/2003 08/05/2003 OVERNIGHT MONITORING RPT 2ND QRTR 2003 10257645 04/25/2003 OUTGOING APPROVAL LBB 02 04/25/2003 USPS 10257671 04/24/2003 INCOMING GW /MEDIA QUARTERLY STATUS RPT 08/22/2003 08/22/2003 04/21/2003 USPS MONITORING RPT 10221730 01/28/2003 OUTGOING APPROVAL 01/28/2003 USPS 10221234 01/24/2003 INCOMING GW /MEDIA QUARTERLY STATUS RPT 4TH 05/24/2003 04/25/2003 01/22/2003 OVERNIGHT MONITORING RPT QRTR 2002 1082573 10/30/2002 INCOMING GW /MEDIA QUARTERLY STATUS RPT 3RD 02/27/2003 01/28/2003 10/28/2002 USPS MONITORING RPT QRTR 2002 10/28/02 1107481 08/30/2002 OUTGOING APPROVAL 08/30/2002 USPS 1081728 08/26/2002 INCOMING GW /MEDIA RESPONSE TO TNRCC 12/24/2002 08/30/2002 08/20/2002 USPS MONITORING RPT COMMENTS 8/8/02 RE: 1ST REV 2ND Q 3/16/2017 TCEQ CR Query - IHW Corrective Action Solid Waste Registration 31657 Page 5 of 6 1105709 1 08/08/2002 OUTGOING I COMMENTS /NOD 1 1 08/08/2002 USPS 1081220 07/23/2002 INCOMING GW /MEDIA QUARTELRY STATUS RPT 2ND 11/20/2002 08/08/2002 07/22/2002 USPS MONITORING RPT QUARTER 2002 1079956 04/23/2002 INCOMING GW /MEDIA QUARTERLY STATUS RPT 1ST 08/21/2002 08/08/2002 04/22/2002 USPS MONITORING RPT QUARTER 2002 FROM 111102 1104292 04/23/2002 OUTGOING APPROVAL 04/23/2002 USPS 1079176 02/25/2002 INCOMING GW /MEDIA QUARTERLY STATUS RPT 05/17/2002 04/23/2002 0212212002 USPS MONITORING RPT UPDATE 4TH QRTR 2001 ERROR IN 1078539 01/17/2002 INCOMING GW /MEDIA QUARTERLY STATUS RPT 4TH 05/17/2002 04/23/2002 01/16/2002 USPS MONITORING RPT QRTR 2001 1102453 11/28/2001 OUTGOING APPROVAL 11/28/2001 USPS 1077660 10/24/2001 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 02/21/2002 11/28/2001 10/19/2001 USPS MONITORING RPT 3RD QUARTER 2001 1076700 08/02/2001 INCOMING GW /MEDIA QRTLY STATUS RPT 2ND 11/30/2001 11/28/2001 07/27/2001 USPS MONITORING RPT QUARTER 2001 1099592 05/30/2001 OUTGOING APPROVAL 05/30/2001 USPS 1075218 05/02/2001 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 09/13/2001 05/30/2001 04/26/2001 USPS MONITORING RPT 1ST QRT 2001 1073839 01/30/2001 INCOMING GW /MEDIA QUARTERLY STATUS RPT 4TH 06/13/2001 05/30/2001 01/26/2001 USPS MONITORING RPT QUARTER 2000 1098588 12/18/2000 OUTGOING APPROVAL 12/18/2000 USPS 1072835 1211112000 INCOMING GW /MEDIA RESPONSE TO TNRCC 04/10/2001 12/18/2000 12/05/2000 USPS MONITORING RPT COMMENTS OF NOVEMBER 15 REV 2000 1096572 11/15/2000 OUTGOING APPROVAL 11/15/2000 USPS 1097792 11/15/2000 OUTGOING COMMENTS /NOD 11/15/2000 USPS 1072039 10/16/2000 INCOMING GW /MEDIA QRTLY STATUS RPT 3RD 02/13/2001 11/15/2000 1011212000 USPS MONITORING RPT QUARTER 2000 1094717 08/15/2000 OUTGOING APPROVAL 08/15/2000 USPS 1070819 07/24/2000 INCOMING GW /MEDIA QUARTERLY STATUS RPT 2ND 1112112000 11/15/2000 0712012000 USPS MONITORING RPT QTR 2000 APRIL THRU JU 1095781 06/12/2000 OUTGOING APPROVAL 06/12/2000 USPS 1070028 06/05/2000 INCOMING GW /MEDIA RESPONSE TO TNRCC 5/16/00 10/03/2000 06/12/2000 05/31/2000 USPS MONITORING RPT LTR RE: 4TH QTR STATUS R REV 1093245 05/16/2000 OUTGOING COMMENTS /NOD 05/16/2000 USPS 1068964 04/26/2000 INCOMING GW /MEDIA 1ST QUARTERLY STATUS 10/03/2000 08/15/2000 04/20/2000 USPS MONITORING RPT REPORT 1ST QUARTER 2000 2 C 1067492 0112612000 INCOMING GW /MEDIA 4TH QUARTER 1999 STATUS 08/24/2000 05/16/2000 01/25/2000 USPS MONITORING RPT REPORT 1092475 12/14/1999 OUTGOING APPROVAL 12/14/1999 USPS 1066722 12/10/1999 INCOMING GW /MEDIA RESPONSE TO TNRCC CORRESP 04/08/2000 12/14/1999 12/08/1999 USPS MONITORING RPT DATED 11/18/99 REV 1089935 11/18/1999 OUTGOING COMMENTS /NOD 11/18/1999 USPS 1091457 10/29/1999 OUTGOING APPROVAL 10/29/1999 USPS 1065765 10/28/1999 INCOMING GW /MEDIA QUARTERLY STATUS RPT 3RD 02/25/2000 11/18/1999 10/26/1999 USPS MONITORING RPT QUARTER 1999 1065704 10/22/1999 INCOMING GW /MEDIA RESPONSE TO TNRCC 02/19/2000 10/29/1999 10/19/1999 USPS MONITORING RPT CORRESPONDENCE DATED 10/1/99 1084571 10/01/1999 OUTGOING COMMENTS /NOD 10/01/1999 USPS 1091044 10/01/1999 OUTGOING APPROVAL 10/01/1999 USPS 1091045 10/01/1999 OUTGOING APPROVAL 10/01/1999 USPS 1065291 09/28/1999 INCOMING GW /MEDIA RESPONSE TO APPROVAL W 01/26/2000 10/01/1999 09/16/1999 USPS MONITORING RPT MODIFICATIONS TO ANNUAL STA 1065292 09/28/1999 INCOMING GW /MEDIA RESPONSE TO TNRCC CORRES 01/26/2000 10/01/1999 09/16/1999 USPS MONITORING RPT DATED 9/7/99 1084570 09/15/1999 OUTGOING APPROVAL 09/15/1999 USPS 1083312 09/07/1999 OUTGOING COMMENTS /NOD 09/07/1999 USPS 1088510 08/27/1999 OUTGOING APPROVAL 08/27/1999 USPS 1064182 07/26/1999 INCOMING GW /MEDIA QUARTERLY STATUS REPORT 11/23/1999 11/18/1999 07/23/1999 USPS MONITORING RPT 2ND QUARTER 1999 1062757 04/30/1999 INCOMING GW /MEDIA ANNUAL STATUS RPT 98 99 08/28/1999 08/27/1999 04/29/1999 USPS MONITORING RPT ALPHA ROAD 1084572 04/14/1999 OUTGOING APPROVAL 04/14/1999 USPS 1061298 01/22/1999 INCOMING INVESTIGATION RPT QUARTERLY STATUS REPORT 12/01/2002 09/07/1999 01/20/1999 USPS 4TH QUARTER 1998 1061217 01/21/1999 INCOMING TECHNICAL TNRCC RISK ASSESSMENT 12/01/2002 01/28/1999 01/13/1999 USPS CORRESPONDENCE APPROVAL 1086631 12/15/1998 OUTGOING I APPROVAL 12/15/1998 1 1 USPS 3/16/2017 TCEQ CR Query - IHW Corrective Action Solid Waste Registration 31657 Page 6 of 6 1057559 10/19/1998 INCOMING INVESTIGATION RPT QUARTERLY STATUS REPORT 12/01/2002 09/07/1999 10/16/1998 USPS 3RD QUARTER 1998 1060878 08/27/1998 INCOMING RRS BLRA REV RESPONSE TO TNRCC 12/01/2002 12/15/1998 08/27/1998 USPS CORRESPONDENCE OF JULY 16 1998 O 1058821 07/28/1998 INCOMING INVESTIGATION RPT QUARTERLY STATUS REPORT 12/01/2002 09/07/1999 07/27/1998 USPS SECOND QUARTER 1998 1058820 04/29/1998 INCOMING INVESTIGATION RPT QUARTERLY STATUS REPORT 12/01/2002 09/07/1999 04/27/1998 USPS FIRST QUARTER 1998 1058818 02/02/1998 INCOMING INVESTIGATION RPT QUARTERLY STATUS REPORT 12/01/2002 10/01/1999 01/29/1998 USPS FOURTH QUARTER 1997 1058819 02/02/1998 INCOMING INVESTIGATION RPT RAIL SPUR SAMPLING AND 12/01/2002 04/14/1999 11/20/1997 USPS REMEDIATION ACTIVITIES 1058817 10/30/1997 INCOMING INVESTIGATION RPT QUARTERLY STATUS REPORT 12/01/2002 09/15/1999 10/28/1997 USPS j THIRD QUARTER 1997 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Site Help I Disclaimer I Web Policies I Accessibility I Our Compact with Texans I TCEQ Homeland Security I Contact Us I Central Registry I Search Hints Report Data Errors Statewide Links: Texas.gov I Texas Homeland Security I TRAIL Statewide Archive I Texas Veterans Portal © 2002 - 2017 Texas Commission on Environmental Quality 3/16/2017 PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX O The MSD- designated property and all properties within 0.5 -mile of the Site are served by the Utilities Division of the City of Farmers Branch Public Works Department. The City purchases water through an agreement with the City of Dallas which uses surface water from seven sources: the Elm Fork of the Trinity River, Lake Ray Roberts, Lake Lewisville, Lake Grapevine, Lake Ray Hubbard, Lake Tawakoni and Lake Fork. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX P Water Well Reports have been developed by Banks Environmental Data (Banks) identifying all registered wells located within 0.5 mile and 5 miles of the Site. The Water Well Reports identify only one well within 0.5 mile, and 111 water wells within a 5 -mile radius of the Site. The attached 5 -mile Water Well Reports (excluding drillers' reports) include maps depicting the location of each well and a summary listing of each well owner and well use. A spreadsheet containing the addresses of well owners located within 5 miles of the MSD property is also included in this appendix. A copy of the full Banks 5 -mile Water Well Report and the water well owner spreadsheet in electronic format is also attached in Appendix Y. At the time of this application, the applicant has not provided notice to each well owner in accordance with Section 361.805 of the Texas Health and Safety Code. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division Prepared for: W &M ENVIRONMENTAL GROUP, INC. -Plano 906 E. 18th Street, Suite 100 Plano, TX 75074 Water Well Report BAN1<5 ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUP Former Univar Property 4707 Alpha Road Farmers branch, TX Dallas County PO #: 179.184 ES- 123202 Monday, February 20, 2017 WW-ES- 123202_74fc636c.pdf Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Water Well Report - Former Univor Property Table of Contents p PANKS RONMENTAL DATA A DIVISION OF THE BANKS GROUT' Geographic Summary 3 Maps Summary Map - 5 Mile Buffer 4 Topographic Overlay Map - 5 Mile Buffer 5 Current Imagery Overlay Map - 5 Mile Buffer 6 Water Well Details 7 Database Definitions and Sources 344 Disclaimer 345 Page 2 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com UJa for Well Report Page 3 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Geographic Summary PNVIIRONMENTAL DATA A DIVISION OF THE &4NKS GROUT' Location - Dallas County, TX Target location is 0.039 square miles and has a 1.18 mile perimeter Coordinates Longitude & Latitude in Degrees Minutes Seconds NA Longitude & Latitude in Decimal Degrees NA X and Y in UTM NA Elevation NA Zip Codes Searched Search Distance Zip Codes (historical zip codes included) Target Property 75244 5 miles 75001, 75006, 75007, 75080, 75081, 75209, 75220, 75225, 75229, 75230, 75231, 75234, 75240, 75243, 75244, 75248, 75251, 75252, 75254, 75287 Topos Searched Search Distance Topo Name Target Property Addison (1982) 5 miles Hebron (1982), Garland (1974), Lewisville East (1982), Carrollton (1982), Addison (1982), Dallas (1982), Irving (1982) Page 3 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Summary Map - 5 Mile Buffer p A P KS ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUT' Page 4 Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Water Well Report - Former Univor Propen'. Topographic Overlay Map - 5 Mile Buffer 811 KS ENVIRONMENTAL DATA A DIVISION OF THE DANKS GROUP Page 5 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Water Well Report - Former Univor Propen'. Current Imagery Overlay Map - 5 Mile Buffer p PANKS RONMENTAL DATA A DNISION OF THE BANKS GROUT' Page 6 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Water Well Details jaw PANKS RONMENTAL DATA A DIVISION OF THE BANKS GROUT' Map ID Source ID Dataset Owner of Well Type of Depth Completion Longitude Latitude Elevation Driller's Well Drilled Date Logs 1 33 -02 -5A TX TCEQ HIST Allied Steel Co. Industrial 40 11/16/1961 - 96.820779 32.933511 632 ft View 1 33 -02 -513 TX TCEQ HIST Mr. McKee Domestic 40 06/06/1962 - 96.819631 32.934824 633 ft View 2 33 -02 -401 TX TWDB GW Greenhill School Unused 1656 01/01/1959 - 96.843889 32.943056 606 ft View 3 346544 TX TWDB SDR EDWARD .B.FRANKEL Irrigation 45 10/24/2013 - 96.847222 32.938889 582 ft View 4 276112 TX TWDB SDR City Of Addison Irrigation 650 12/16/2011 - 96.8475 32.935556 561 ft View 5 33 -02 -405 TX TWDB GW C.S. Hamilton Domestic 800 01/01/1937 - 96.841389 32.948889 634 ft View 6 33 -02 -4E TX TCEQ HIST Fred Harrington Domestic 320 08/04/1970 - 96.84031 32.952204 631 ft View 7 33 -02 -406 TX TWDB GW LES LACS VILLAGE, Irrigation 1610 10/01/1982 - 96.851389 32.948889 602 ft View INC. 8 414872 TX TWDB SDR Kevin Caldwell Irrigation 640 2/5/2016 - 96.857 32.936 551 ft View 9 33 -02 -201 TX TWDB GW City of Addison Unused 2778 01/01/1957 -96.83 32.959445 634 ft View 10 33 -02 -403 TX TWDB GW Brookhaven Country Club Irrigation 2600 01/01/1968 - 96.859723 32.938611 544 ft View 11 368171 TX TWDB SDR Mr. Paul Kim Irrigation 970 3/26/2014 - 96.797778 32.938056 538 ft View 12 33 -02 -8 TX TCEQ HIST John Neil Irrigation 73 06/04/1993 - 96.806638 32.91263 620 ft View 13 33 -02 -402 TX TWDB GW Brookhaven Country Club Irrigation 2565 01/01/1959 - 96.866667 32.937778 531 ft View 14 33 -02 -86 TX TCEQ HIST Robert H. Young Co., Inc. Irrigation 1057 10/19/1978 - 96.799357 32.914932 601 ft View 15 33 -02 -8A TX TCEQ HIST Mr. Long N/A 50 06/29/1965 - 96.817134 32.901882 580 ft View 16 33 -02 -103 TX TWDB GW Warren Clark Dev. Irrigation 1566 01/01/1969 - 96.853889 32.963612 561 ft View 17 33 -02 -1A TX TCEQ HIST H.F. Wells Domestic 50 10/29/1966 - 96.841653 32.970122 630 ft View 18 398590 TX TWDB SDR Northwood Country Club Irrigation 820 6/15/2015 - 96.789167 32.926389 528 ft View 19 33 -02 -1A TX TCEQ HIST Wilson Co. Industrial 1000 01/01/1968 - 96.831057 32.972698 642 ft View 20 33 -02 -2E TX TCEQ HIST Pat Smith Domestic 60 11/07/1978 - 96.794113 32.958065 614 ft View 21 33 -02 -202 TX TWDB GW Not Reported n/a 0 n/a - 96.806389 32.969444 554 ft View 22 412540 TX TWDB SDR Tower Homes Irrigation 820 9/25/2015 - 96.817958 32.894467 565 ft View 23 33 -02 -204 TX TWDB GW Bent Tree Country Club Irrigation 2786 01/01/1973 - 96.821111 32.975833 617 ft View 24 33 -02 -8 TX TCEQ HIST John Silverthorn Irrigation 1100 05/01/1988 - 96.826866 32.892303 571 ft View 24 33 -02 -8 TX TCEQ HIST Mike Anderson Irrigation 1706 02/01/1999 - 96.826724 32.889747 557 ft View 24 156833 TX TWDB SDR J. K. Hersh Irrigation 800 9/2/2008 - 96.826389 32.893334 565 ft View 24 116105 TX TWDB SDR Goldstein Irrigation 645 5/14/2007 - 96.829167 32.891389 574 ft View 24 297114 TX TWDB SDR Richard Malouf Irrigation 1740 11/23/2011 - 96.825 32.891945 559 ft View 25 111710 TX TWDB SDR Fred White Irrigation 830 4/20/2007 - 96.814445 32.893889 574 ft View 26 33 -02 -2A TX TCEQ HIST C.F. Verbick Domestic 30 05/25/1963 - 96.791335 32.960816 620 ft View 27 33 -02 -1B TX TCEQ HIST W.T. Sowell Domestic 698 12/03/1971 - 96.854227 32.974276 599 ft View 28 33 -02 -101 TX TWDB GW Columbian Club Unused 1488 01/01/1955 - 96.871111 32.962778 531 ft View 29 G0570034 TX TCEQ PWS CITY OF CARROLLTON Public 2475 04/29/1974 - 96.874472 32.96015 534 ft View A Supply 29 33 -02 -102 TX TWDB GW City of Carrollton Well #3 2475 4/3/1974 - 96.874444 32.960278 534 ft View Supply 30 31 -49 -8 TX TCEQ HIST King Operating Domestic 80 12/20/2001 - 96.831298 32.980183 649 ft View 31 348546 TX TWDB SDR Dallas Episcopal School Irrigation 1680 10/29/2013 - 96.839445 32.889445 560 ft View 32 33 -02 -902 TX TWDB GW Electronic Data System Irrigation 1047 01/01/1973 - 96.7825 32.912223 565 ft View 33 123634 TX TWDB SDR Jerry Smith Irrigation 740 8/27/2007 - 96.812501 32.89 586 ft View 33 111712 TX TWDB SDR Robert Lutz Irrigation 820 4/24/2007 - 96.813889 32.891667 589 ft View 34 33 -02 -4A TX TCEQ HIST Norman Chandler Domestic 25 04/05/1966 - 96.87957 32.916382 479 ft View 35 33 -02 -3A TX TCEQ HIST John Williams Domestic 1050 01/20/1971 - 96.78769 32.966385 622 ft View 35 33 -02 -3A TX TCEQ HIST Mrs. Mattie Yandell Domestic 50 10/06/1961 - 96.787389 32.966589 623 ft View 36 33 -02 -903 TX TWDB GW Electronic Data System Irrigation 1031 01/01/1974 - 96.778889 32.912501 501 ft View 37 33 -02 -9B TX TCEQ HIST John Grant Domestic 30 06/01/1962 - 96.778595 32.909436 517 ft View 38 33 -01 -9 TX TCEQ HIST M.G. Rogers Domestic 75 07/01/1966 - 96.873695 32.900181 489 ft View 39 33 -02 -1C TX TCEQ HIST W.M. Wakefield Domestic 50 11/12/1966 - 96.836683 32.985572 660 ft View 40 33 -02 -2D TX TCEQ HIST J.O. Allen Domestic 40 09/04/1961 - 96.831988 32.98573 650 ft View 41 33 -01 -9 TX TCEQ HIST O.W. Standifer Domestic 50 05/26/1966 - 96.884163 32.913651 485 ft View 42 142298 TX TWDB SDR Beth Montgomery Irrigation 820 4/25/2008 - 96.798056 32.890556 606 ft View 43 395825 TX TWDB SDR LINBECK /T. Boone Pickens Hospice PC Stock 1860 2/11/2015 - 96.773055 32.916944 550 ft View 44 33 -01 -6A TX TCEQ HIST G.E. Weatherford Irrigation 50 05/03/1968 - 96.890204 32.92975 495 ft View 45 33 -02 -203 TX TWDB GW Bent Tree Country Club Irrigation 2775 01/01/1973 - 96.822222 32.986389 616 ft View 46 33 -03 -6A TX TCEQ HIST A.A. Erwin Domestic 50 01/28/1963 - 96.892102 32.926102 481 ft View Page 7 Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.531.5255 P - 512.478.1433 F www.banksenvdatc.com Water Well Report - Former Univor Property Water Well Details BANKS ENVIRONMENTAL DATA A DNISION OF THE BANKS GROUT' Map ID Source ID Dataset Owner of Well Type of Depth Completion Longitude Latitude Elevation Driller's Well Drilled Date Logs Page 8 Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.531.5255 P - 512.478.1433 F www.banksenvdafa.com Tom Hicks Irrigation View 47 74525 TX TWDB SDR GENE PHILLIPS Domestic 875 11/4/2005 - 96.813334 32.882222 562 ft View 48 33 -02 -701 TX TWDB GW City of Dallas Unused 1638 11/1/1956 - 96.839167 32.880278 567 ft View 49 33 -02 -7 TX TCEQ HIST William A. McDonald Domestic 49 04/01/1966 - 96.870049 32.891113 493 ft View 50 349869 TX TWDB SDR David And Colleen Hays Domestic 63 10/24/2013 - 96.826667 32.878055 516 ft View 51 427796 TX TWDB SDR Bob Schlegel Irrigation 1660 7/9/2016 - 96.833239 32.878075 540 ft View 52 231611 TX TWDB SDR Bobbr Asbill Domestic 142 8/11/2010 - 96.774722 32.965278 656 ft View 53 430613 TX TWDB SDR Eric Steele Irrigation 800 7/8/2016 - 96.820444 32.877722 531 ft View 54 33 -01 -603 TX TWDB GW City of Farmers Branch Unused 558 01/01/1947 - 96.896389 32.923611 462 ft View 55 33 -01 -9 TX TCEQ HIST Dean A. Ramsay Domestic 60 06/09/1966 - 96.881538 32.894054 485 ft View 56 33 -01 -6C TX TCEQ HIST Ernest B. Parsons Irrigation 50 08/03/1967 - 96.898321 32.951923 501 ft View 56 33 -01 -6 TX TCEQ HIST Steve Moody Irrigation 47 11/13/1999 - 96.898514 32.950298 490 ft View 57 33 -02 -2B TX TCEQ HIST C.E. Namiel Domestic 50 02/13/1966 - 96.792175 32.986358 646 ft View 58 33 -26 -2C TX TCEQ HIST E.L. Kent Domestic 60 05/22/1968 - 96.898857 32.956726 512 ft View 59 33 -10 -2 TX TCEQ HIST Mr. & Mrs. T. Pearlman Irrigation 1721 02/01/2002 - 96.814865 32.873428 559 ft View 59 33 -02 -8 TX TCEQ HIST Larry Lacerte Irrigation 1590 03/01/1998 - 96.816546 32.875199 543 ft View 59 33 -10 -205 TX TWDB GW Larry Lacerte Irrigation 1590 3/01/1998 - 96.817222 32.874722 542 ft View 60 18 -58 -6A TX TCEQ HIST F.E. Tucker, Sr. Domestic 50 07/10/1967 - 96.80262 32.875487 596 ft View 61 236430 TX TWDB SDR Bill Hopkins Irrigation 405 11/19/2010 - 96.890556 32.9725 509 ft View 62 33 -02 -2 TX TCEQ HIST Oak Dale N/A 950 10/26/1990 - 96.828826 32.997992 650 ft View 63 33 -01 -601 TX TWDB GW City of Carrollton Well #2 Plugged or 2338 01/01/1948 - 96.901389 32.954445 497 ft View Destroyed 63 33 -01 -602 TX TWDB GW City of Carrollton Well #1 Plugged or 320 01/01/1929 - 96.901389 32.954167 494 ft View Destroyed 63 33 -01 -604 TX TWDB GW City of Corrollton Unused 410 01/01/1940 - 96.901112 32.953889 495 ft View 64 33 -01 -3B TX TCEQ HIST Pierce Pump Co. Domestic 55 07/28/1969 - 96.894002 32.970468 488 ft View 65 436576 TX TWDB SDR URBAN RESERVE HOA Irrigation 940 8/2/2016 - 96.763056 32.904444 522 ft View 66 33 -02 -904 TX TWDB GW City of Dallas Unused 3053 01/01/1956 - 96.785834 32.881389 643 ft View 67 33 -02 -303 TX TWDB GW Warren Clark Land Dev. Irrigation 1170 01/01/1976 - 96.774167 32.978333 666 ft View 68 33 -10 -1A TX TCEQ HIST Chas Tucker Domestic 41 08/04/1980 - 96.854713 32.872463 494 ft View 69 33 -01 -9B TX TCEQ HIST C.W. Cave Domestic 38 05/31/1966 - 96.875791 32.881292 462 ft View 70 33 -02 -205 TX TWDB GW Collins Radio Co. � Domestic 1746 2/01/1968 - 96.811389 32.998611 623 ft View 70 175171 TX TWDB SDR TPMC Stock 975 4/8/2009 - 96.812501 32.998334 618 ft View 71 333030 TX TWDB SDR PETER TING Domestic 300 5/17/2010 - 96.764167 32.969167 652 ft View 72 373525 TX TWDB SDR Jason Achterbury Domestic 408 7/15/2014 - 96.868889 32.875555 478 ft View 73 100534 TX TWDB SDR The Lake Doctor Irrigation 760 11/1/2006 - 96.807501 32.868889 564 ft View 73 81013 TX TWDB SDR Fred Baron Irrigation 860 3/22/2004 - 96.804445 32.868889 569 ft View 74 33 -01 -901 TX TWDB GW Southwestern States Industrial 642 1/31/1950 - 96.895834 32.895834 451 ft View Corp #1 75 18 -58 -801 TX TWDB GW Ross Forney Domestic 1750 7/01/1967 - 96.812223 33.002501 606 ft View 76 33 -02 -302 TX TWDB GW Preston Highland Supply 806 4/4/1952 - 96.786111 32.993056 659 ft View 77 409292 TX TWDB SDR Presbyterian Village North Stock 1160 10/5/2015 - 96.755 32.905833 569 ft View 78 424234 TX TWDB SDR 1225 Champion LP Other 4 6/9/2016 - 96.913056 32.933333 430 ft View 78 424232 TX TWDB SDR 1225 Champion LP Other 25 6/9/2016 - 96.913056 32.933333 430 ft View 78 424231 TX TWDB SDR 1225 Champion LP Other 25 6/9/2016 - 96.913056 32.933333 430 ft View Godwin 79 321575 TX TWDB SDR Construction -- Surrey Irrigation 780 5/16/2013 - 96.820833 32.863334 552 ft View Circle 80 18 -58 -806 TX TWDB GW W.D. Rosenberg Jr. Domestic 1715 1/15/1976 - 96.803056 33.002223 664 ft View 81 33 -01 -6D TX TCEQ HIST J. Fred Smith Gravel Co. Domestic 26 07/10/1964 - 96.91296 32.920831 432 ft View 81 33 -01 -6E TX TCEQ HIST Beasley Building Material Industrial 50 07/09/1964 - 96.915393 32.92057 431 ft View 82 33 -03 -403 TX TWDB GW Restland Memorial Park Unused 1166 01/01/1939 - 96.745 32.927778 560 ft View 83 18 -59 -2F TX TCEQ HIST Park Cities Baptist Day Domestic 50 06/11/1982 - 96.800276 32.865176 585 ft View Camp 83 33 -10 -4 TX TCEQ HIST Co Jones, Foster Tree Irrigation 90 07/07/1966 - 96.799523 32.864089 580 ft View 83 18 -59 -2B TX TCEQ HIST Park Cities Baptists Domestic 25 03/23/1974 - 96.800276 32.865149 585 ft View Church 84 33 -01 -9C TX TCEQ HIST Forest Lawn Cemetery Irrigation 40 03/30/1974 - 96.887543 32.878932 443 ft View Page 8 Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.531.5255 P - 512.478.1433 F www.banksenvdafa.com Water Well Report - Former Univor Property Water Well Details � 8 11 KS ENVIRONMENTAL DATA A DNISION OF THE BANKS GROUT' Map ID Source ID Dataset Owner of Well Type of Depth Completion Well Drilled Date Longitude Latitude Elevation Driller's Logs 8 # of Wells TX TCEQ HIST Forest Lawn Cemetary Irrigation 0 n a 30 TX TWDB SDR 33 View 84 33 -01 -9A TX TCEQ HIST Forest Lawn Cemetary Domestic 40 n/a - 96.887505 32.878986 443 ft View 84 33 -09 -31-1 TX TCEQ HIST Charles S. Peeple Irrigation 31 04/01/1971 - 96.887548 32.879036 443 ft View 84 33 -01 -904 TX TWDB GW Charles S. Peeple Irrigation 31 01/01/1971 - 96.885834 32.879444 448 It View 85 413082 TX TWDB SDR Godwin Construction Irrigation 780 10/1/2015 - 96.817256 32.860814 541 ft View 86 33 -02 -304 TX TWDB GW City of Renner Public Supply 1177 4/01/1957 - 96.769444 32.988334 687 ft View Well Summary Water Well Dataset # of Wells TX TCEQ HIST 47 TX TCEQ PWS 1 TX TWDB GW 30 TX TWDB SDR 33 Total Count 111 Page 9 Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Water Well Report - Former Univor Prope0 Dataset Descriptions and Sources BA KS ENVIRONMENTAL DAT/ A DNISION OF THE BANKS GROU Dataset Source Dataset Description Update Data Data Data Source Schedule Requested Obtained Updated Updated TX HGSD - Texas HGSD Harris Galveston This dataset contains all groundwater well records Quarterly 12/13/2016 12/20/2016 01/15/2017 12/20/2016 Subsidence compiled by Harris Galveston Subsidence District/Fort Bend District/Fort Bend Subsidence District. Subsidence District TX TCEQ HIST - Texas Texas This dataset contains all historical water well records As N/A N/A N/A N/A TCEQ Historical Commission on searched from the TCEQ Public Water Well Viewer. requested Environmental Banks Environmental Data plots each well record Quality based on location information found on the log. TX TCEQ PWS - Texas Texas This dataset contains a collection of records from Quarterly 12/14/2016 12/21/2016 01/15/2017 12/21/2016 TCEQ PWS Commission on Texas Water Districts, Public Drinking Water Environmental Systems and Water and Sewer Utilities who submit Quality information to the TCEQ. TX TWDB GW - Texas Texas Water This dataset contains water well records contained Quarterly 01/13/2017 01/13/2017 01/15/2017 01/12/2017 TWDB Groundwater Development within Texas Water Development Board Database Board Groundwater Database. TX TWDB SDR - Texas Texas Water This dataset contains water well records from the Quarterly 01/13/2017 01/13/2017 01/15/2017 01/12/2017 TWDB Submitted Drillers Development Texas Water Development Board Submitted Drillers Reports Board Reports Database. WW USGS - USGS U.S. Geological This dataset contains groundwater well records from Semi- 10/10/2016 10/10/2016 10/16/2016 10/10/2016 Water Wells Survey the U.S. Geological Survey. annually Page 344 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com UJa for Well Repon Disclaimer jaw PANKS RONMENTAL DATA A DIVISION OF THE BANKS GROUT' The Banks Environmental Data Water Well Report was prepared from existing state water well databases and /or additional file data /records research conducted at the state agency and the U.S. Geological Survey. Banks Environmental Data has performed a thorough and diligent search of all groundwater well information provided and recorded. All mapped locations are based on information obtained from the source. Although Banks performs quality assurance and quality control on all research projects, we recognize that any inaccuracies of the records and mapped well locations could possibly be traced to the appropriate regulatory authority or the actual driller. It may be possible that some water well schedules and logs have never been submitted to the regulatory authority by the water driller and, thus, may explain the possible unaccountability of privately drilled wells. It is uncertain if the above listing provides 100% of the existing wells within the area of review. Therefore, Banks Environmental Data cannot fully guarantee the accuracy of the data or well location(s) of those maps and records maintained by the regulatory authorities. Pogo 345 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com TABLE P -1 WATER WELL OWNERS WITHIN 5 MILES Univar MSD Property Farmers Branch, Texas Map ID State ID Dataset Name on Log Parcel Address Proposed Use Completed Total Depth Current Owner Mail Address Mail City Mail State Mail Zip 1 33 -02 -5A TX TCEQ HIST Allied Steel Co. 13710 DALLAS PKWY Industrial 11/16/1961 40 HERITAGE HOME GROUP LLC TAX DEPT 1925 EASTCHESTER DR HIGH POINT NORTH CAROLINA 272651404 1 33 -02 -56 TX TCEQ HIST Mr. McKee 13727 NOEL RD Domestic 6/6/1962 40 ROBERT HALF INTERNATIONAL PO BOX 130188 CARLSBAD CALIFORNIA 920130188 2 33 -02 -401 TX TWDB GW Greenhill School 4141 SPRING VALLEY RD Unused 1/1/1959 1656 GREENHILL SCHOOL 4141 SPRING VALLEY RD ADDISON TEXAS 750013615 3 346544 TX TWDB SDR EDWARD .B.FRANKEL 3950 SPRING VALLEY RD Irrigation 10/24/2013 45 LAKEVIEW AT PARKSIDE 1800 E DEERE AVE SANTA ANA CALIFORNIA 927055721 4 276112 TX TWDB SDR City Of Addison 3950 VITRUVIAN WAY Irrigation 12/16/2011 650 ADDISON TOWN OF 5300 BELT LINE RD DALLAS TEXAS 752547606 5 33 -02 -405 TX TWDB GW C.S. Hamilton 14673 MIDWAY RD Domestic 1/1/1937 800 PILLAY CPA LLC 14673 MIDWAY RD SUITE 211 ADDISON TEXAS 750013171 6 33 -02 -4E TX TCEQ HIST Fred Harrington 4150 BELT LINE RD Domestic 8/4/1970 320 URBAN INTOWNHOMES LLC 1520 OLIVER ST HOUSTON TEXAS 770076035 7 33 -02 -406 TX TWDB GW LES LACS VILLAGE, INC. 3901 BELTWAY DR Irrigation 10/1/1982 1610 ADDISON TOWN OF PO BOX 9009 ADDISON TEXAS 750019009 8 414872 TX TWDB SDR Kevin Caldwell 14105 TANG LEWOOD DR Irrigation 2/5/2016 640 CHADWELL CINDY L 14105 TANGLEWOOD DR FARMERS BRANCH TEXAS 752343851 9 33 -02 -201 TX TWDB GW City of Addison 15405 ADDISON RD Unused 1/1/1957 2778 ADDISON TOWN OF 5300 BELT LINE RD DALLAS TEXAS 752547606 10 33 -02 -403 TX TWDB GW Brookhaven Country Club 2227 BROOKHAVEN CLUB DR Irrigation 1/1/1968 2600 BROOKHAVEN COUNTRY CLUB % CLUB CORP INC PO BOX 790830 SAN ANTONIO TEXAS 782790830 11 368171 TX TWDB SDR Mr. Paul Kim 6301 SPRING VALLEY RD Irrigation 3/26/2014 970 DALLAS CITY OF 1500 MARILLA ST DALLAS TEXAS 752016318 12 33 -02 -8 TX TCEQ HIST John Neil 5919 LINDENSHIRE LN Irrigation 6/4/1993 73 CARR ROBERTA 5919 LINDENSHIRE LN DALLAS TEXAS 752302724 13 33 -02 -402 TX TWDB GW Brookhaven Country Club 2227 BROOKHAVEN CLUB DR Irrigation 1/1/1959 2565 BROOKHAVEN COUNTRY CLUB % CLUB CORP INC PO BOX 790830 SAN ANTONIO TEXAS 782790830 14 33 -02 -86 TX TCEQ HIST Robert H. Young Co., Inc. 12139 ELYSIAN CT Irrigation 10/19/19781 1057 NEWSOM HAMLET & DIANE 12139 ELYSIAN CT DALLAS TEXAS 752302221 15 33 -02 -8A TX TCEQ HIST Mr. Long 5240 NORTHAVEN RD N/A 6/29/1965 50 ROSE THOMAS W & SHARON E 5240 NORTHAVEN RD DALLAS TEXAS 752293031 16 33 -02 -103 TX TWDB GW Warren Clark Dev. 1830 LAKECREST CIR Irrigation 1/1/1969 1566 YINBERBERU YESHI M 1830 LAKECREST CIR CARROLLTON TEXAS 750064701 17 33 -02 -1A TX TCEQ HIST H.F. Wells 16160 MIDWAY RD Domestic 10/29/1966 50 MIDWAY BUSINESS PARK LLC 4629 MACRO DR SAN ANTONIO TEXAS 782185420 18 398590 TX TWDB SDR Northwood Country Club 6755 RIDGEVIEW CIR Irrigation 6/15/2015 820 SECKER HAROLD W & EMILY B 6755 RIDGEVIEW CIR DALLAS TEXAS 752405424 19 33 -02 -1A TX TCEQ HIST Wilson Co. 16415 ADDISON RD Industrial 1/1/1968 1000 AGILITY INSURANCE 16415 ADDISON RD SUITE 165 ADDISON TEXAS 750013218 20 33 -02 -2E TX TCEQ HIST Pat Smith 6708 HILLWOOD LN Domestic 11/7/1978 60 TOMLIN JOHN SCOTT 6708 HILLWOOD LN DALLAS TEXAS 752485031 21 33 -02 -202 TX TWDB GW Not Reported 5710 KELLER SPRINGS RD n/a n/a 0 S J LOUIS CONSTRUCTION OF TEXAS LTD PRESTON RD & KELLI 1351 BROADWAY ST ROCKVILLE MINNESOTA 56369 22 412540 TX TWDB SDR Tower Homes 5214 ROYAL LN Irrigation 9/25/2015 820 THOMPSON BRUCE T & MICHELLE D 821 SHADY BROOK LN FAIRVIEW TEXAS 750691653 23 33 -02 -204 TX TWDB GW Bent Tree Country Club 5201 WESTGROVE DR Irrigation 1/1/1973 2786 BENT TREE COUNTRY CLUB 5201 WESTGROVE DR DALLAS TEXAS 752482044 24 33 -02 -8 TX TCEQ HIST Mike Anderson 10540 LENNOX LN Irrigation 2/1/1999 1706 ANDERSON MICHAEL SCOTT PO BOX 2549 VICTORIA TEXAS 779022549 24 33 -02 -8 TX TCEQ HIST John Silverthorn 10640 LENNOX LN Irrigation 5/1/19881 1100 SILVERTHORNE MARY ROSE ESTATE OF 10640 LENNOX LN DALLAS TEXAS 752295416 24 156833 TX TWDB SDR J. K. Hersh 10742 LENNOX LN Irrigation 9/2/2008 800 HERSH KENNETH A 125 E JOHN CARPENTER FWY SUITE 600 IRVING TEXAS 750622318 24 116105 TX TWDB SDR Goldstein 4609 HARRYS LN Irrigation 5/14/2007 645 GOLDSTEIN ROBERT & AMANDA 4609 HARRYS LN DALLAS TEXAS 752295408 24 297114 TX TWDB SDR Richard Malouf 10621 STRAIT LN Irrigation 11/23/2011 1740 WILSON ROBERT A & LAURA C 10621 STRAIT LN DALLAS TEXAS 752295426 25 111710 TX TWDB SDR Fred White 5426 ROYAL LN Irrigation 4/20/2007 830 SHAN DAVID & MAY 5426 ROYAL LN DALLAS TEXAS 752295529 26 33 -02 -2A TX TCEQ HIST C.F. Verbick 5426 MEADOWCREEK DR Domestic 5/25/1963 30 BG REMINGTON BRIGHTON LLC PO BOX 118736 CARROLLTON TEXAS 750118736 27 33 -02 -16 TX TCEQ HIST W.T. Sowell 2300 MARSH LN Domestic 12/3/1971 698 WESTBRIDGE 2300 LLC 2300 MARSH LN CARROLLTON TEXAS 750064851 28 33 -02 -101 TX TWDB GW Columbian Club 2525 HONORS CLUB DR Unused 1/1/1955 1488 MA COLUMBIAN LLC 5910 N CENTRAL EXPY STE 1350 DALLAS TEXAS 752065194 29 G0570034A TX TCEQ PWS CITY OF CARROLLTON 2415 COUNTRY CLUB DR Public Supply 4/29/1974 2475 MATTHEW MARCHANT PO BOX 110535 CARROLLTON TX 750110535 29 33 -02 -102 TX TWDB GW City of Carrollton Well #3 2415 COUNTRY CLUB DR Public Supply 4/3/1974 2475 CARROLLTON CITY OF PO BOX 110535 CARROLLTON TEXAS 750110535 30 31 -49 -8 TX TCEQ HIST King Operating 16775 ADDISON RD Domestic 12/20/2001 80 HAWAIIAN FALLS WATERPARKS 16775 ADDISON RD SUITE 410 ADDISON TEXAS 750015622 31 348546 TX TWDB SDR Dallas Episcopal School 4100 MERRELL RD Irrigation 10/29/20131 1680 EPISCOPAL SCHOOL DALLAS 4100 MERRELL RD DALLAS TEXAS 752296217 32 33 -02 -902 TX TWDB GW Electronic Data System 7171 FOREST LN Irrigation 1/1/1973 1047 ROCKWELL AUTOMATION INC PO BOX 623 MAIL STATION E -6C15 MILWAUKEE WISCONSIN 532010623 33 123634 TX TWDB SDR Jerry Smith 5602 PALOMAR LN Irrigation 8/27/2007 740 BARRACO ANTHONY & KIMBERLY P 5602 PALOMAR LN DALLAS TEXAS 752296416 33 111712 TX TWDB SDR Robert Lutz 5431 URSULA LN Irrigation 4/24/2007 820 LUTZ ROBERT H JR 5431 URSULA LN DALLAS TEXAS 752296425 34 33 -02 -4A TX TCEQ HIST Norman Chandler 12411 VERONICA CIR Domestic 4/5/1966 25 CHANDLER LIVING TRUST 12411 VERONICA CIR FARMERS BRANCH TEXAS 752346403 35 33 -02 -3A TX TCEQ HIST Mrs. Mattie Yandell 7082 REGALVIEW CIR Domestic 10/6/1961 50 JONES ASHLEIGH 7082 REGALVIEW CIR DALLAS TEXAS 752484155 35 33 -02 -3A TX TCEQ HIST John Williams 7014 REGALVIEW CIR Domestic 1/20/1971 1050 CALLAHAN DAVID N REV LIVING TRUST SR & CALLAHAN SHAR 7014 REGALVIEW CIR DALLAS TEXAS 752484155 36 33 -02 -903 TX TWDB GW Electronic Data System 7447 FOREST LN Irrigation 1/1/1974 1031 LAKE FOREST COMMUNITY ASSOCIATION INC 8360 LBJ FWY STE 300 DALLAS TEXAS 752431160 37 33 -02 -96 TX TCEQ HIST John Grant 11760 HILL HAVEN DR Domestic 6/1/1962 30 DANIEL BRITT TALLEY & MARY PATRICIA 11760 HILL HAVEN DR DALLAS TEXAS 752302406 38 33 -01 -9 TX TCEQ HIST M.G. Rogers 3138 SATSUMA DR Domestic 7/1/1966 75 BAUTISTA 1ACKELINE TRUSTEE BAUTISTA FAMILY TRUST 3154 WILDFLOWER DR DALLAS TEXAS 752293744 39 33 -02 -1C TX TCEQ HIST W.M. Wakefield 17200 WESTGROVE RD Domestic 11/12/1966 50 DEFRANCISCO DANIEL 12870 PEARSON DR FRISCO TEXAS 750352246 40 33 -02 -21) TX TCEQ HIST 1.0. Allen 17201 ADDISON RD Domestic 9/4/1961 40 TROJAN REAL PROPERTIES INC 17001 ADDISON RD ADDISON TEXAS 750015027 41 33 -01 -9 TX TCEQ HIST O.W. Standifer 2884 MEADOW PORT DR Domestic 5/26/1966 50 PLOTKE ARTHUR G JR & JETTA 1 2884 MEADOW PORT DR FARMERS BRANCH TEXAS 752347408 42 142298 TX TWDB SDR Beth Montgomery 6311 NORTHPORT DR Irrigation 4/25/2008 820 MONTGOMERY THOMAS A & BET 6311 NORTHPORT DR DALLAS TEXAS 752304019 43 395825 TX TWDB SDR LINBECK /T. Boone Pickens Hospice PC 12379 MERIT DR Stock 2/11/2015 1860 PRESBYTERIAN COMMUNITIES & SERVICES 640 W SOUTHLAKE BLVD SOUTHLAKE TEXAS 760926023 44 33 -01 -6A TX TCEQ HIST G.E. Weatherford 13618 DENNIS RD Irrigation 5/3/1968 50 SANTOS DANIEL & SANTOS MARIA DEL CARMEN 1721 E CROSBY RD CARROLLTON TEXAS 750067348 45 33 -02 -203 TX TWDB GW Bent Tree Country Club 5201 WESTGROVE DR Irrigation 1/1/1973 2775 BENT TREE COUNTRY CLUB 17168 CLUB HILL DRIVE DALLAS TEXAS 752481104 46 33 -03 -6A TX TCEQ HIST A.A. Erwin 13340 NESTLE DR Domestic 1/28/1963 50 GARCIAGONZALEZ OSCAR 13340 NESTLE DR FARMERS BRANCH TEXAS 752346147 47 33 -02 -8 TX TCEQ HIST Tom Hicks 10000 HOLLOW WAY RD Irrigation 1/1/2001 1750 DARIA DRIVE TRUST %JACOB CHERNER 6000 LEGACY DR PLANO TEXAS 750243601 47 74525 TX TWDB SDR GENE PHILLIPS 10300 GAYWOOD RD Domestic 11/4/20051 875 PHILLIPS GENE E & ROXANNE R 10300 GAYWOOD RD DALLAS TEXAS 752296607 481 33 -02 -701 TX TWDB GW ICity of Dallas 14141 WALNUT HILL LN jUnused 11/1/19561 1638 DALLAS CITY OF 11500 MARILLA ST JDALLAS ITEXAS 1 752016318 491 33 -02 -7 TX TCEQ HIST lWilliam A. McDonald 110541 ROYAL CLUB LN IDomestic 4/1/19661 491 RAMIREZ TONY & CONCEPTION 110541 ROYAL CLUB LN JDALLAS ITEXAS 752295046 TABLE P -1 WATER WELL OWNERS WITHIN 5 MILES Univar MSD Property Farmers Branch, Texas Map ID State ID Dataset Name on Log Parcel Address Proposed Use Completed Total Depth Current Owner Mail Address Mail City Mail State Mail Zip 50 349869 TX TWDB SDR David And Colleen Hays 4664 MEADOWOOD RD Domestic 10/24/2013 63 HAYES COLLEEN A & DAVID W HAYES 4664 MEADOWOOD RD DALLAS TEXAS 752202015 51 427796 TX TWDB SDR Bob Schlegel 4404 VALLEY RIDGE RD Irrigation 7/9/2016 1660 SCHLEGEL ROBERT J & 700 HERITAGE SQUARE 1 2501 N HARWOOD ST #2600 DALLAS TEXAS 752011618 52 231611 TX TWDB SDR Bobbr Asbill 7729 EL PENSADOR DR Domestic 8/11/2010 142 TIERNEY PETER & JANCYE 7729 EL PENSADOR DR DALLAS TEXAS 752484309 53 430613 TX TWDB SDR Eric Steele 9806 INWOOD RD Irrigation 7/8/2016 800 9806 INWOOD ROAD TRUST GINA E BETTS TTE 9806 INWOOD RD DALLAS TEXAS 752202131 54 33 -01 -603 TX TWDB GW City of Farmers Branch 13109 BEE ST Unused 1/1/1947 5581 FARMERS BRANCH CITY OF 13000 WILLIAM DODSON PKWY FARMERS BRANCH TEXAS 752346253 55 33 -01 -9 TX TCEQ HIST Dean A. Ramsay 10761 BROCKBANK CT Domestic 6/9/1966 60 REUTER HEINZ E 4310 VALLEY RIDGE RD DALLAS TEXAS 752201928 56 33 -01 -6 TX TCEQ HIST Steve Moody 1608 ROSS AVE Irrigation 11/13/1999 47 MOODY STEVEN V & TRUST LANA OCKER 1608 ROSS AVE CARROLLTON TEXAS 750067333 56 33 -01 -6C TX TCEQ HIST Ernest B. Parsons 1616 FRANCIS ST Irrigation 8/3/1967 50 MILLER JESSE W & LINDA A 1616 FRANCIS ST CARROLLTON TEXAS 750067329 57 33 -02 -26 TX TCEQ HIST C.E. Namiel 6703 FERNSHAW DR Domestic 2/13/1966 50 SNAPE DAVID L 6703 FERNSHAW DR DALLAS TEXAS 752481329 58 33 -26 -2C TX TCEQ HIST E.L. Kent 1611 ROSEMON AVE Domestic 5/22/19681 60 JUSTINIANI RAFAEL & ANNA 1611 ROSEMON AVE CARROLLTON TEXAS 750066326 59 33 -10 -2 TX TCEQ HIST Mr. & Mrs. T. Pearlman 5404 PARK LN Irrigation 2/1/20021 1721 PEARLMAN ELAINE 5404 PARK LN DALLAS TEXAS 752202150 59 33 -02 -8 TX TCEQ HIST Larry Lacerte 5323 PARK LN Irrigation 3/1/1998 1590 WARREN KELCY 3738 OAK LAWN AVE DALLAS TEXAS 752194333 59 33 -10 -205 TX TWDB GW Larry Lacerte 5323 PARK LN Irrigation 3/1/1998 1590 WARREN KELCY 3738 OAK LAWN AVE DALLAS TEXAS 752194333 60 18 -58 -6A TX TCEQ HIST F.E. Tucker, Sr. 6034 PRESTONSHIRE LN Domestic 7/10/1967 50 HOCKING SAMUEL M 6034 PRESTONSHIRE LN DALLAS TEXAS 752251909 61 236430 TX TWDB SDR Bill Hopkins 2129 N JOSEY LN Irrigation 11/19/2010 405 J R FOX & COMPANY % JAMES E ROONEY 2129 N JOSEY LN CARROLLTON TEXAS 750062903 62 33 -02 -2 TX TCEQ HIST Oak Dale 4605 FRANKFORD RD DALLAS, TX 7528 N/A 10/26/1990 950 MAMASO INC 4605 FRANKFORD RD DALLAS TX 75287 -7108 63 33 -01 -602 TX TWDB GW City of Carrollton Well #1 1010 CLINT ST Plugged or Destroyed 1/1/1929 320 CARROLLTON CITY OF 1004 S BROADWAY ST CARROLLTON TEXAS 750067214 63 33 -01 -601 TX TWDB GW City of Carrollton Well #2 1010 CLINT ST Plugged or Destroyed 1/1/1948 2338 CARROLLTON CITY OF 1004 S BROADWAY ST CARROLLTON TEXAS 750067214 63 33 -01 -604 TX TWDB GW City of Corrollton 1010 CLINT ST Unused 1/1/1940 410 CARROLLTON CITY OF 1004 S BROADWAY ST CARROLLTON TEXAS 750067214 64 33 -01 -36 TX TCEQ HIST Pierce Pump Co. 1700 KELLER SPRINGS RD Domestic 7/28/1969 55 CARROLLTON CITY OF 1945 E JACKSON RD CARROLLTON TEXAS 750061737 65 436576 TX TWDB SDR URBAN RESERVE HOA 201 VANGUARD WY Irrigation 8/2/2016 940 URBAN RESERVE HOA INC PO BOX 191166 DALLAS TEXAS 752198166 66 33 -02 -904 TX TWDB GW City of Dallas 9830 HILLCREST RD Unused 1/1/1956 3053 DALLAS CITY OF 1500 MARILLA ST DALLAS TEXAS 752016318 67 33 -02 -303 TX TWDB GW Warren Clark Land Dev. 7400 CAMPBELL RD Irrigation 1/1/1976 1170 DALLAS CITY OF 1500 MARILLA ST DALLAS TEXAS 752016318 68 33 -10 -1A TX TCEQ HIST Chas Tucker 3731 LA JOYA DR Domestic 8/4/1980 41 STROMLUND RODNEY J JR 3731 LA JOYA DR DALLAS TEXAS 752203633 69 33 -01 -96 TX TCEQ HIST C.W. Cave 10008 GOODYEAR DR Domestic 5/31/1966 38 CHAVEZ ADALBERTO & ANA CALLEJAS 10008 GOODYEAR DR DALLAS TEXAS 752295819 70 33 -02 -205 TX TWDB GW Collins Radio Co. 5516 N FORTY PL DALLAS, TX 75252 Domestic 2/1/1968 1746 WEINREB DAVID R 13355 NOEL RD STE 950 # 22 DALLAS TX 75240 -6845 70 175171 TX TWDB SDR TPMC 5525 N FORTY PL DALLAS, TX 75252 Stock 4/8/2009 975 ROSENBERG W D JR 5525 N 40 PL DALLAS TX 75252 -4909 71 333030 TX TWDB SDR PETER TING 1304 SEMINOLE DR Domestic 5/17/2010 300 TING PETER & MAY 1304 SEMINOLE DR RICHARDSON TEXAS 750803735 72 373525 TX TWDB SDR Jason Achterbury 9850 DALE CREST DR Domestic 7/15/2014 408 SANTA MONICA PROPERTIES LLC 9850 DALE CREST DR DALLAS TEXAS 752200612 73 100534 TX TWDB SDR The Lake Doctor 8787 JOURDAN WAY Irrigation 11/1/2006 760 BARNES H DOUG 8787 JOURDAN WAY DALLAS TEXAS 752253108 73 81013 TX TWDB SDR Fred Baron 5950 DELOACHE AVE Irrigation 3/22/2004 860 BARON LISA M 5950 DELOACHE AVE DALLAS TEXAS 752253005 74 33 -01 -901 TX TWDB GW Southwestern States Corp #1 2502 ROYAL LN Industrial 1/31/1950 642 JO INTERNATIONAL FOOD GROUP 2502 ROYAL LN SUITE 103 DALLAS TEXAS 752293457 75 18 -58 -801 TX TWDB GW Ross Forney 5590 N FORTY PL DALLAS, TX 75252 Domestic 7/1/19671 1750 NEEDHAM STEVEN A 5590 N FORTY PL DALLAS TX 75252 -4909 76 33 -02 -302 TX TWDB GW Preston Highland 6809 SAWMILL RD DALLAS, TX 75252 Public Supply 4/4/1952 806 FELDHENDLER MOSHE & LEAH 6815 SAWMILL RD DALLAS TX 75252 -5817 77 409292 TX TWDB SDR Presbyterian Village North 8703 STULTS RD Stock 10/5/2015 1160 PRESBYTERIAN VILLAGE NORTH 6100 COLWELL BLVD STE 225 IRVING TEXAS 750393147 78 424234 TX TWDB SDR 1225 Champion LP 1255 CHAMPION CIR Other 6/9/2016 4 SONOCO PROTECTIVE SOLUTIONS %TAX B04 1 N 2ND ST HARTSVILLE SOUTH CAROLINA 295503300 78 424232 TX TWDB SDR 1225 Champion LP 1255 CHAMPION CIR Other 6/9/2016 25 SL3 VALWOOD INDUSTRIAL LP 9600 NORTH MOPAC STE250 AUSTIN TEXAS 787596537 78 424231 TX TWDB SDR 1225 Champion LP 1255 CHAMPION CIR Other 6/9/2016 25 SONOCO PROTECTIVE SOLUTIONS %TAX B04 1 N 2ND ST HARTSVILLE SOUTH CAROLINA 295503300 79 321575 TX TWDB SDR Godwin Construction -- Surrey Circle 5339 SURREY CIR Irrigation 5/16/2013 780 TAYLOR CATHERINE 2016 REVOCABLE FAMILY TRUST THE 8235 DOUGLAS AVE STE 1050 DALLAS TEXAS 752256018 80 18 -58 -806 TX TWDB GW W.D. Rosenberg Jr. 6000 BENTWOOD TRL DALLAS, TX 7525 Domestic 1/15/1976 1715 ROSENBERG W D JR 5525 N 40 PL DALLAS TX 75252 -4909 81 33 -01 -6E TX TCEQ HIST Beasley Building Material 1880 VALLEY VIEW LN Industrial 7/9/1964 50 EDINA PARK PLAZA ASSOC LP 1603 LBJ FWY STE 300 DALLAS TEXAS 752346057 81 33 -01 -6D TX TCEQ HIST J. Fred Smith Gravel Co. 1880 VALLEY VIEW LN Domestic 7/10/1964 26 ART GNB INC 1603 LBJ FWY STE 300 DALLAS TEXAS 752346057 82 33 -03 -403 TX TWDB GW Restland Memorial Park 9001 RESTLAND RD Unused 1/1/1939 1166 NORTHSTAR CEMETERY SERVICES OF TEXAS LLC 1900 STJAMES PLACE STE 300 HOUSTON TEXAS 770564128 83 33 -10 -4 TX TCEQ HIST H.E. Jones, Foster Tree Co. 3913 VILLAN OVA ST Irrigation 7/7/1966 90 PARK CITIES BAPTIST CHURCH 3933 NORTHWEST PKWY DALLAS TEXAS 752253333 83 18 -59 -21' TX TCEQ HIST Park Cities Baptist Day Camp 3933 NORTHWEST HWY Domestic 6/11/1982 50 OWENS TAMMY 6125 LUTHER LN # 247 DALLAS TEXAS 752256202 83 18 -59 -26 TX TCEQ HIST Park Cities Baptists Church 3933 NORTHWEST HWY Domestic 3/23/1974 25 PARK CITIES BAPTIST CHURCH 3933 NORTHWEST PKWY DALLAS TEXAS 752253333 84 33 -09 -3H TX TCEQ HIST Charles S. Peeple 10977 HARRY HINES BLVD Irrigation 4/1/1971 31 FOREST LAWN 10977 HARRY HINES BLVD DALLAS TEXAS 752201315 84 33 -01 -9A TX TCEQ HIST Forest Lawn Cemetary 10977 HARRY HINES BLVD Domestic n/a 40 FOREST LAWN 10977 HARRY HINES BLVD DALLAS TEXAS 752201315 84 33 -01 -9A TX TCEQ HIST Forest Lawn Cemetary 10977 HARRY HINES BLVD Irrigation n/a 0 FOREST LAWN 10977 HARRY HINES BLVD DALLAS TEXAS 752201315 84 33 -01 -9C TX TCEQ HIST Forest Lawn Cemetary 10977 HARRY HINES BLVD Irrigation 3/30/1974 40 FOREST LAWN 10977 HARRY HINES BLVD DALLAS TEXAS 752201315 84 33 -01 -904 TX TWDB GW Charles S. Peeple 10977 HARRY HINES BLVD Irrigation 1/1/1971 31 FOREST LAWN 10977 HARRY HINES BLVD DALLAS TEXAS 752201315 851 413082 TX TWDB SDR Godwin Construction 5540 FARQUHAR LN Irrigation 10/1/2015 780 EDGEMON TRACY & EDGEMON KARAN 5540 FARQUHAR LN DALLAS TEXAS 752093508 861 33 -02 -304 TX TWDB GW City of Renner 7859 MCCALLUM BLVD DALLAS, TX 75q Public Supply 4/1/1957 1177 City of Dallas 1500 W MOCKINGBIRD LN DALLAS TX 75235 PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX Q A Water Utility Database (WUD) Report has been developed by Banks identifying all retail public utilities (RPUs) that own or operate a groundwater supply well within 5 -miles of the Site. One RPU water well was identified within 5 miles of the property and is discussed below: • G0570034A: This well is listed as an active emergency water well that is owned and operated by the City of Carrolton. The report indicates the well was drilled to a depth of 2,475 feet. No water well record was available for the well. A spreadsheet containing the addresses and contacts for the Carrollton RPU is provided in this Appendix, and an Excel spreadsheet with this information in electronic format is provided in Appendix Y. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division Prepared for: W &M ENVIRONMENTAL GROUP, INC. -Plano 906 E. 18th Street, Suite 100 Plano, TX 75074 Public Water 5ystem Report BAN1<5 ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUP Former Univar Property 4707 Alpha Road Farmers branch, TX Dallas County PO #: 179.184 ES- 123575 Friday, March 17, 2017 WW_ES- 123575_e9e7d932.pdf Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Table of Contents jaw PANKS RONMENTAL DATA A DIVISION OF THE BANKS GROUT' Geographic Summary 3 Maps Summary Map - 5 Mile Buffer 4 Topographic Overlay Map - 5 Mile Buffer 5 Current Imagery Overlay Map - 5 Mile Buffer 6 Water Well Details 8 Database Definitions and Sources 9 Disclaimer 10 Page 2 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Page 3 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Geographic Summary PANKS RONMENTAL DATA A DIVISION OF THE MNKS GROUT' Location - Dallas County, TX Target location is 0.031 square miles and has a 0.99 mile perimeter Coordinates Longitude & Latitude in Degrees Minutes Seconds NA Longitude & Latitude in Decimal Degrees NA X and Y in UTM NA Elevation NA Zip Codes Searched Search Distance Zip Codes (historical zip codes included) Target Property 75244 5 miles 75001, 75006, 75007, 75080, 75081, 75209, 75220, 75225, 75229, 75230, 75231, 75234, 75240, 75243, 75244, 75248, 75251, 75252, 75254, 75287 Topos Searched Search Distance Topo Name Target Property Addison (1982) 5 miles Hebron (1982), Garland (1974), Irving (1982), Lewisville East (1982), Carrollton (1982), Addison (1982), Dallas (1982) Page 3 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Summary Map - 5 Mile Buffer p A P KS ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUT' Page 4 Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Public Water System Report - -ormer Univor Property Topographic Overlay Map - 5 Mile Buffer JaW PANKS RONMENTAL DATA A DNISION OF THE DANK5 GROUT' Page 5 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Public Water System Report - Former Univor Property Current Imagery Overlay Map - 5 Mile Buffer p PANKS RONMENTAL DATA A DNISION OF THE BANKS GROUT' Page 6 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com MSD BANKS CCN Service Boundaries - 5 Mile Buffer ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUP 11044 CITY OF CARROLLTON ,o „„,,,, HM'y liculdon Natum Aw W Plano Pkwy b a 'J Na4 +erwY- Sources: Esri; iHEK .t,'U'OLI&rme:USG`6Allritermap, increm( w N QANrEsr�an, METI, Esri China (Hong Kong), Esri'( TomTom, Mapmylndia, © OpenStreetMap contributors, an Community , Former Univar Property UTILITY SON v P Corp., ailand), Ie GIS User banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.531.5255 P - 512.478.1433 F www.bonksenvdato.com N CITY OF CARROLLTON CITY OF RENNER 1:95,000 Target Property CITY OF RICHARDSON L,m °en° °nf °rm,lC °nicPm;,eti °n 1983 N°rlh American Datum Search Buffer CITY OF UNIVERSITY PARK First Stand, N Parallel: 33 0' 00' North 1,111,,1,1 Para1160'00' 0,,t Central Meridian: 960' 00" West Latitude °f Origin: 39 0 00' banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.531.5255 P - 512.478.1433 F www.bonksenvdato.com Public Water System Report - -firmer Univor Property Water Well Details jaw PANKS RONMENTAL DATA A DNISION OF THE BANKS GROUT' Map ID State ID CCN PWS Name System Status Source Status Depth Longitude Latitude 1 G0570034A 11044 CITY OF CARROLLTON ACTIVE EMERGENCY 2475 - 96.874472 32.96014999 Well Summary Water Well Dataset # of Wells TX TCEQ PWS 1 Total Count 1 Page 8 Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Public Water System Report - -ormer Univor Property Dataset Descriptions and Sources 1 81 KS ENVIRONMENTAL DATA A DNISION OF THE BANKS GROUT' Dataset Source Dataset Description Update Data Data Data Source Schedule Requested Obtained Updated I Updated TX TCEQ PWS - Texas Texas This dataset contains a collection of records from Quarterly 12/14/2016 12/21/2016 01/15/2017 12/21/2016 TCEQ PWS Commission on Texas Water Districts, Public Drinking Water Environmental Systems and Water and Sewer Utilities who submit Quality information to the TCEQ. Page 9 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com Public Water System Report - Former Univor Property Disclaimer p PANKS RONMENTAL DATA A DNISION OF THE BANKS GROUT' Banks Environmental Data, Inc. has performed a thorough and diligent search of all public water supply systems recorded with Texas Commission on Environmental Quality (TCEQ) Safe Drinking Water Information System (SDWIS). Actual site locations are derived from TCEQ Texas Drinking Water Watch digital data. Although Banks performs quality assurance and quality control on all research, we recognize that any inaccuracies of the records and mapped locations could be traced to TCEQ. Description of CCN (Certificate of Convenience and Necessity) A Certificate of Convenience and Necessity (CCN) is issued by the Public Utility Commission (PUC) of Texas, and authorizes a utility to provide water and /or sewer service to a specific area. CCNs are required of investor owned utilities and water supply corporations. The CCN obligates the water or sewer retail public utility to provide continuous and adequate service to every customer who requests service in that area. Page 10 Banks Environmental Data, Inc. - I601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX R There are two municipalities, other than the City of Farmers Branch, located within 0.5- mile of the Site: the Cities of Addison and Dallas. Refer to the Banks MSD Municipal Report located in this Appendix. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division Prepared for: W &M ENVIRONMENTAL GROUP, INC. -Plano 906 E. 18th Street, Suite 100 Plano, TX 75074 M5D Municipal Report BAN1<5 ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUP Former Univar Property 4707 Alpha Road Farmers branch, TX Dallas County PO #: 179.184 ES- 123575 Friday, March 17, 2017 WW_ES- 123575_e9e7d932.pdf Banks Environmental Data, Inc. - 1601 Rio Grande, Ste. 331 - Austin, TX 78701 - 800.53 1.5255 P - 512.478.1433 F www.banksenvdafa.com MSD Municipal Report Municipal Boundaries Bill VI ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUP f rl =�a� � V o C 173181 o e E I �� 1 _ a E Parker R6 z P V main 5�1�. I_2WISVIIIg 3 w park Rrt a c - z a ,, r. +> > Lavon Lao a e Fox Ave - O E Park B \ad y a o v w Park Blvtl d e Wylie w15thSI fla n o Murphy w Plan Pkary .14th sr G A l� ca b a EPlano F *wy i S—S r,.,.u.... "' E�-P Aga Bush Tp Rd - we - -- - - ® - -- - -- =- �� k all 01 tl�rl +, Addison amp,yellR o I sa�h.91R' 9 "� I Sachse .s I K� Richard on z 1983 Noah American Datum F• C® 1 O Second Standard Parallel: 45 0' 00" North z ti t Rockwal x Farmers Branch _ a Farm- .; SValuutSt Garland s J` o V � A dat 5 ro t, s ®o1c m' � 1psi. Higl 1 F CIF ® z Z = Irving it � =. a - TA0v -tnram \ " Grand Prairie I - u: A �i- 4 1 m n C reek Jo' Park J� V C La I" i ap Cedar Ly Hill SF' Cedar Hill Target Property 0.5 Mile Buffer Source: U.S. Census [y,llpallas IL Dunow.Ill= Oar b° ;'11 r H- ,11 T 0 L ' � z I'dl�s�ullte Sunnyvale Illot3ly Pkwy I�t cs I `'3 Four ley ` I ike Jun B Ich Springs 6�Ra I l I 1 ' Seagovffc - -' 2 is * o Crand z 3 "c X.. 8rlr c per. "dsa •J Ues ©ko Yt ~' °R, yp6 'Q I i le Line Rd LancaSrolurces: ESYir,_H'l DeLorme,.,USGS, Intermap, increment P Corp., NRCAN, Esr apan, METI, Esri`China (Hong Kong), Esri >'(k ha'iland), TomTom, Mapm_ylndia,.,©I.O'penStreetl contributors, and the GIS User Community Former Univar Property City Addison Dallas Farmers Branch Banks Environmental Data, Inc. - 1601 Rio Grande Suite 331 - Austin, Texas 78701 - P 800.531.5255 - D 512.478.0059 www.banksenvdata.com N 1:300,000 Lambert Conformal Conic Projection 1983 Noah American Datum ,,t Standard Parallel: 33 0' 00" North Second Standard Parallel: 45 0' 00" North Central Meridian: 96 0' 00" West Latitude of Origin: 39 G'00' Banks Environmental Data, Inc. - 1601 Rio Grande Suite 331 - Austin, Texas 78701 - P 800.531.5255 - D 512.478.0059 www.banksenvdata.com MSD Municipal Report Municipal Boundaries - 0.5 Mile Buffer --WF BANKS ENVIRONMENTAL DATA A DIVISION OF THE BANKS GROUP I— ;.elr -t .1 Rtf Addison Addison Farmers Branch Z L In i r w,v Dallas Sources: Esri, HERE, Del-orme, USGS, Intermap, increment P Corp., NRCAN, Esh Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, Mapmylndia, © OpenStreetMap contributors, and the GIS User Community Former Univar Property City N Addison 1:15,000 Target Property Lambart Conformal C.— Pmecti- 1983 Noah American Datum Dallas Second Standard Peralle345 00 00NNOrth 0.5 Mile Buffer DantralMeri dim :960'00 °Walt Latitude of Origin: 39 G'00' Source: U.S. Census Farmers Branch banks Environmental Data, Inc. - 1601 Rio Grande Suite 331 - Austin, Texas 78701 - P 800.531.5255 - D 512.478.0059 www.banksenvdata.com PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX S A review of the Banks 5 -mile water well report (see Appendix P) indicates that there are four municipalities that operate groundwater supply wells within 5 miles of the Site (Dallas, Carrollton, Renner, and Addison). The City of Dallas listing appears to be inaccurate, as the City maintains no potable water wells. The City of Renner well is now located within and owned by the City of Dallas. W &M contacted the City Department of Water Utilities which confirmed that they have no knowledge of a water well at this location. As noted above, the City of Dallas maintains no potable wells so this well is either plugged or abandoned. The City of Addison well is used for irrigation, not as a potable water source. The City of Carrolton wells are potable water well used only for emergency (drought) supply. See Appendix P for details pertaining to these wells. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division TABLE S -1 CONTACT INFORMATION FOR MUNICIPAL WELLS WITHIN 5 MILES Univar MSD Property Farmers Branch, Texas Map ID I State ID I CCN PWS Name System Status I Source Status I Depth I Responsible Party Phone Address City State I Zip Code 1 IG0570034A I 11044 CITY OF CARROLLTON JACTIVE JEMERGENCY 1 2475 IMATTHEWMARCHANT 972 - 466 -3425 IPOBOXII0535 ICARROLLTON I TX 1 750110535 PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX T W &M requested that the City provide a list of the owners of real property located within 2,500 -feet of the boundary of the designated property. The City requested that this task be deferred until submittal of the MSD Application, at which time City staff could assist and develop the list. Therefore, there is no table with owners of real property presented in this section. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX U Completeness of Information and On -Site and Off -Site Impacts) To the best of my knowledge and belief, based upon a review of all public and private records and other information sources available to me in the exercise of due diligence, the opinions stated and conclusions made in this application are supported by such information, and the technical and scientific information submitted with the application is true, accurate and complete. Based on such review, the contaminants of concern from sources on the designated property or migrating from or through the designated property more likely than not do not exceed a non - ingestion protective concentration level on property beyond the boundaries of the designated property. Further, certify that all requirements of Section 34 -612 of the Farmers Branch Code of Ordinances have been met, including demonstration that the groundwater contamination plume has been fully delineated and is stable or contracting in size. Frank W. Clark, P.E., P.G. (Name) Senior Consultant (Title) W &M Environmental Group, LLC (Firm) ►M City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX V No statement or information required in this section. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division `6 ] PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH T l P I certify under penalty of law that this application and all attachments were prepared under my direction or supervision in a manner designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the persons responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations. Univar USA Ic` Date: Mr. Jack Spicuzza, Director Remediation STATE OF OHIO COUNTY OF .3.207 Notary Seal This instrument was acknowledged before me on this the 3 r k day of 'Apr. 1 2017 by Tack Spicuzza, known to me to the person whose name is subscribed to the foregoing instrument, and they acknowledged to me that they executed the same for the purposes and consideration therein expressed. Notary Public in and for the State of Ohio �rar�I[ I (I County RENA J. ZAMSKI Printed/Typed Name of Notary NOTARY PUBLIC, STATE OF H 0 MY COMMISSION EXPIRES I Pq mmission expires: 3 8809716.1/SP/36791/0101/032917 City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX X Signed Restrictive Covenants The MSD Applicant has attached Restrictive Covenants and Limited Power -of- Attorney documents executed by Univar and the other participating MSD property owners authorizing 4707 Alpha LP to restrict the use of groundwater from beneath the MSD Property. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division RESTRICTIVE COVENANT FOR LmnATION OF GROUNDWATER USE STATE OF TEXAS § COUNTY OF DALLAS § This Restrictive Covenant is filed pursuant to the Texas Commission on Environmental Quality ("TCEQ ") Texas Risk Reduction Program Rules found at 30 Texas Administrative Code, Chapter 350, and affects the parcels of real property ( "Property") described in Exhibits A and B. attached hereto. Univar USA Inc. is the owner of the Property ('Owner'). Owner has agreed to place the following restrictions on the Property in favor of 4707 ALPHA LP, the TCEQ and the State of Texas. Now therefore, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the following restrictive covenants in favor of 4707 ALPHA LP, the TCEQ and the State of Texas are placed on the Property described in Exhibit "A ", to -wit: 1. Institutional Controls - Groundwater. The groundwater beneath the Property has been found to contain certain chemicals of concern identified in reports on file at the TCEQ. To prevent use of and exposure to the groundwater, the Owner agrees to prevent any artificial penetrations for the purpose of producing groundwater for potable use from the groundwater - bearing unit(s) containing such chemicals in concentrations exceeding the applicable protective concentration limits established by TCEQ. Nothing herein shall prohibit or restrict the use of such groundwater for non - potable uses so long as (1) appropriate means are employed to prevent human contact with the produced groundwater, and (2) TCEQ approves in writing such non- potable use. 2_ These restrictions shall be a covenant running with the land. 3. These restrictions shall terminate upon a finding by the TCEQ, or any successor agency, that the concentrations of chemicals present in the designated groundwater do not require limitations on use or exposure to the groundwater. For additional information, contact: TCEQ Central Records 12100 Park 35 Circle, Building D Austin, Texas 78753 Mail: TCEQ - MC 199 P O Box 13087 Austin, Texas 78711 -3087 TCEQ Program and Identifier No.: TCEQ Solid. Waste Registration No. 31657, Agreed Order Docket No. 94- 0833- IHW -E. 1 8956232.1lSP1367 81101 011051 31 7 As of the date of this Notice, the record owner of fee title to the Property is Univar USA Inc. with an address of 17411 NE Union Hill Road Redmond, WA 98052. Executed this day of , 2017. Univar USA Name: STATE OF c, h', 0 § COUNTY OFrc�l`•n § BEFORE ME, on this the '` day of MC_ , 2017, personally appeared of Univar USA Inc. a W 1.,. 5K n )n,-� corporation, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he /she executed the same for the purposes and in the capacity herein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of �o- 72017. Notary Public, State of ; r q„uR1p1 "u F % rn, `tP ' RENA J. ZAMSKI --0 NOTARY PUBLIC, STATE OF OHIO PAY CWMISSION EXPIRES I `1 2 8956232.1ISP/36781/0101/051317 LIMITED POWER OF ATTORNEY STATE OF DV ,-,- COUNTY OF I, �� — of Vnivar USA Inc., 17411 NE Union Hill Road Redmond, WA 98052, in my capacity r of Univar USA Inc., the fee owner of the property described in Exhibit A, attached hereto and incorporated herein by reference (the "Property "), hereby authorize 4707 Alpha, LP of Dallas County, Texas, as attorney -in -fact, to: (A) include the Property in applications with the City of Farmers Branch and the Texas Commission on Environmental Quality ( "TCEQ ") for or relating to adoption of a Municipal Setting Designation Ordinance by the City of Farmers Branch and certification of a Municipal Setting Designation under Texas Health & Safety Code, Ch_ 361, Subchapter W; and (B) in connection therewith and on behalf of the undersigned, to: (i) appear at public meetings and public hearings, (ii) to execute, deliver and file any other notices, instruments, reports, or documents incident to acquiring a Municipal Setting Designation for the Real Property and (iii) to file a restrictive covenant in the county deed records, in the form of Exhibit B, hereto, restricting the use of groundwater beneath the Property. 8956231.1/SPJ3678110101/051317 Signed this may of May, 2017. UnivarUSA Inc By: Name: Title: STATE OF 01-)', O COUNTY OF Gn This instrument was acknowledged before m�e oon thq 1 ? �'4ay of 2017, by YwL t`cc'l- , the ice. rc?c '� — o' ni ar USA Inc., a , on behalf of said Univar USA Inc.. NOTARY PUBLIC, T OF th', 1AZ RENA J. ZAMSKI NOTARY PUBLIC, STATE OF ?HI MY COMMISSION EXPIRES I I `1 a 8956231.1/SP/36781/0101/051317 RESTRICTIVE COVENANT FOR LIMITATION OF GROUNDWATER USE STATE OF TEXAS § COUNTY OF DALLAS § This Restrictive Covenant is filed pursuant to the Texas Commission on Environmental Quality ( "TCEQ ") Texas Risk Reduction Program Rules found at 30 Texas Administrative Code, Chapter 350, and affects the parcels of real property ( "Property ") described in Exhibits A and B, attached hereto. Bell & McCoy Companies, Inc. is the owner of the Property ( "Owner "). Owner has agreed to place the following restrictions on the Property in favor of 4707 ALPHA LP, UNPVAR USA INC., the TCEQ and the State of Texas. Now therefore, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the following restrictive covenants in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas are placed on the Property described in Exhibit "A ", to -wit: I . Institutional Controls - Groundwater. The groundwater beneath the Property has been found to contain certain chemicals of concern identified in reports on file at the TCEQ. To prevent use of and exposure to the groundwater, the Owner agrees to prevent any artificial penetrations for the purpose of producing groundwater for potable use from the groundwater - bearing unit(s) containing such chemicals in concentrations exceeding the applicable protective concentration limits established by TCEQ. Nothing herein shall prohibit or restrict the use of such groundwater for non - potable uses so long as (1) appropriate means are employed to prevent human contact with the produced groundwater, and (2) TCEQ approves in writing such non- potable use. 2. These restrictions shall be a covenant running with the land. 3. These restrictions shall terminate upon a finding by the TCEQ, or any successor agency, that the concentrations of chemicals present in the designated groundwater do not require limitations on use or exposure to the groundwater. For additional information, contact: TCEQ Central Records 12100 Park 35 Circle, Building D Austin, Texas 78753 Mail: TCEQ - MC 199 P O Box 13087 Austin, Texas 78711 -3087 TCEQ Program and Identifier No.: TCEQ Solid Waste Registration No. 311557, Agreed Order Docket No. 94- 0833- IHW -E. 8873528. I ISP13878110101 /041 517 As of the date of this Notice, the record owner of fee title to the Property is Bell & McCoy Companies, Inc., with an address of 4630 Nall Road, Farmers Branch, Texas Executed this f I day of 'W 2017, ell & c Co a ' , Inc. Name: .u.Z- Title: �� t STATE OF TEXAS § COUNTY OF s B RE.ME, pn this the !"{ day of , 20I7, personally appeared S , of Bell & McCoy Companies, In . , a ,known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and in the capacity herein expressed. n G TN UNDER MY HAND AND SEAL OF OFFICE, this the B— day of �r , 2017. 2 8873528.11SP138781I0101/041517 D W1 MICHELLE YOUNG M'Y COMMISSION EXPIRES A*W 1, 2a18 { L Notary Public, State of Texas 2 8873528.11SP138781I0101/041517 LIMITED POWER OF ATTORNEY STATE OF TEXAS COUNTY OF DALLAS �/� I, a�j�l S �0�2 -E of � 30 ��� / � Dallas County, Texas, in my capacity as President of Bell & McCoy Companies, Inc., the fee owner of the property described in Exhibit A, attached hereto and incorporated herein by reference (the "Property"), hereby authorize 4707 Alpha, LP of Dallas County, Texas, as attorney -in -fact, to: (A) include the Property in applications with the City of Farmers Branch and the Texas Commission on Environmental Quality ( "TCEQ ") for or relating to adoption of a Municipal Setting Designation Ordinance by the City of Farmers Branch and certification of a Municipal Setting Designation under Texas Health & Safety Code, Ch. 361, Subchapter W; and (B) in connection therewith and on behalf of the undersigned, to: (i) appear at public meetings and public hearings, (ii) to execute, deliver and file any other notices, instruments, reports, or documents incident to acquiring a Municipal Setting Designation for the Real Property and (iii) to file a restrictive covenant in the county deed records, in the form of Exhibit B, hereto, restricting the use of groundwater beneath the Property. 8873528.1/SP/36781/0101/041517 Signed this (?7 day of April, 2017. Name: Title: STATE OF TEXAS COUNTY OF DALLAS Inc. This instrument was ackn ledged before me on them day of WpLies 2017, by C d rS ,the of Bell 8 McCoy , Inc., a on behalf of said UIRIN KIM • -' 8873528.1 /SP/36781/0101/041517 RESTRICTIVE COVENANT FOR LIMITATION OF GROUNDWATER USE STATE OF TEXAS COUNTY OF DALLAS This Restrictive Covenant is filed pursuant to the Texas Commission on Environmental Quality ( "TCEQ ") Texas Risk Reduction Program Rules found at 30 Texas Administrative Code, Chapter 350, and affects the parcels of real property ( "Property ") described in Exhibits A and B, attached hereto. Calandro Development, Inc. is the owner of the Property ( "Owner "). Owner has agreed to place the following restrictions on the Property in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas. Now therefore, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the following restrictive covenants in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas are placed on the Property described in Exhibit "A ", to -wit: l . Institutional Controls - Groundwater. The groundwater beneath the Property has been found to contain certain chemicals of concern identified in reports on file at the TCEQ. To prevent use of and exposure to the groundwater, the Owner agrees to prevent any artificial penetrations for the purpose of producing groundwater for potable use from the groundwater - bearing rinit(s) containing such chemicals in concentrations exceeding the applicable protective concentration limits established by TCEQ. Nothing herein shall prohibit or restrict the use of such groundwater for non- potable uses so long as (1) appropriate means are employed to prevent human contact with the produced groundwater. and (2) TCEQ approves in writing such non - potable use. 2. These restrictions shall be a covenant running with the land. 3. These restrictions shall terminate upon a finding by the TCEQ, or any successor agency, that the concentrations of chemicals present in the designated groundwater do not require limitations on use or exposure to the groundwater. For additional information, contact: TCEQ Central Records 12100 Park 35 Circle, Building D Austin, Texas 78753 Mail: TCEQ - MC 199 P O Box 13087 Austin, Texas 78711 -3087 TCEQ Program and Identifier No.: TCEQ Solid Waste Registration No. 31557, Agreed Order Docket No. 94- 0833- IHW -E. 6673528 4 SP138 78 110 1 01 104 1 5 1 7 As of the date of this Notice, the record owner of fee title to the Property is Calandro Development, Inc., with an address of 13835 Welch Road, Farmers Branch, Texas Executed this zlr7 01 day of Af (L(L^ , 2017. Calandr a &ment, Inc. By: Name: G�t CIAL12 d)jt", Title: Cftt ( ey— r STATE OF TEXAS § COUNTY OF C "O � { 1 n y BEFORE ME, on this the day of ,1) 1212 1 y , 2017, personally appeared C bpi S ca land 110 5 pl2ef i dent _ , of Calandro Development, Inc. , a p vl-tj on , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and in the capacity herein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the 2 _ day of -1211 , 2017. ,,•ti"unrr MARY Q'SULLIVAN ter r�'�., Notary Public, State of Texas $ Comm Expires 03 -08 -2020 h;;;,, Notary ID 130571237 8873528 41SP1367B1 10 1011041517 " --► Notary PUbl c, State of Texas LIMITED POWER OF ATTORNEY STATE OF TEXAS COUNTY OF DALLAS Cl�,01110 of [ '00 � �''� �� [address] , Dallas County, Texas, in tiny capacity as &Lj5t of Calandro development, Inc., the fee owner of the property described in Exhibit A, attached hereto and incorporated herein by reference (the "Property "), hereby authorize 4707 Alpha, LP of Dallas County, Texas, as attorney -in -fact, to: (A) include the Property in applications with the City of Farmers Branch and the Texas Commission on Environmental Quality ( "TCEQ ") for or relating to adoption of a Municipal Setting Designation Ordinance by the City of Farmers Branch and certification of Municipal Setting Designation under Texas Health & Safety Code, Ch. 361, Subchapter W only for this limited purpose of restricting the use of ground water beneath the Property; and (B) in connection therewith and on behalf of the undersigned, to: (i) appear at public meetings and public hearings, (h) to execute, deliver and file any other notices, instruments, reports, or documents incident to acquiring a Municipal Setting Designation for the Real Property and (iii) to file a restrictive covenant in the county deed records, in the form of Exhibit B, hereto, restricting the use of groundwater beneath the Property. This Limited Power of Attorney shall expire one year from its execution. 8873520 415P136781101011041517 Signed this , 'day of April, 2017. Calandro Developrnent, Inc. By: Naive: Title: pdf—w+Cs-Ir STATE OF TEXAS 5 COUNTY OF DALLAS This instrument was acknowledged before me on the 10 day of g i I , 2017, by C h lz i S CO 16k nd 12 , the Q g ice! i d e r)fi of Cafandro Development, Inc., a �"(�YL pUf2 afi dry — �dH�ieyGr MARY O'SULLIVAN :+`�►px tyP rL gNotery Public, State Of Texas Comm. Expires 03 -08 -2020 Notary ID 130571237 8873528.41SPf36781101011041517 VdA-) — NOTARY UBLIC, STATE OF TEXAS RESTRICTIVE COVENANT FOR LIAUTATION OF GROUNDWATER USE STATE OF TEXAS § COUNTY OF DALLAS § This Restrictive Covenant is filed pursuant to the Texas Commission on Environmental Quality ( "TCEQ ") Texas Risk Reduction Program Rules found at 30 Texas Administrative Code, Chapter 350, and affects the parcels of real property ( "Property ") described in Exhibits A and B, attached hereto. Scott A. Hawkins Separate Property TR 11 LLC is the owner of the Property ( "Owner "). Owner has agreed to place the following restrictions on the Property in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas. Now therefore, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the following restrictive covenants in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas are placed on the Property described in Exhibit "A ", to -wit: 1. Institutional Controls - Groundwater. The groundwater beneath the Property has been found to contain certain chemicals of concern identified in reports on file at the TCEQ. To prevent use of and exposure to the groundwater, the Owner agrees to prevent any artificial penetrations for the purpose of producing groundwater for potable use from the groundwater - bearing unit(s) containing such chemicals in concentrations exceeding the applicable protective concentration limits established by TCEQ. Nothing herein shall prohibit or restrict the use of such groundwater for non - potable uses so long as (1) appropriate means are employed to prevent human contact with the produced groundwater, and (2) TCEQ approves in writing such non - potable use. 2. These restrictions shall be a covenant running with the land. 3. These restrictions shall terminate upon a finding by the TCEQ, or any successor agency, that the concentrations of chemicals present in the designated groundwater do not require limitations on use or exposure to the groundwater. For additional information, contact: TCEQ Central Records 12100 Park 35 Circle, Building D Austin, Texas78753 Mail; TCEQ - MC 199 P O Box 13087 Austin, Texas 78711 -3087 TCEQ Program and Identifier No.: TCEQ Solid Waste Registration No. 31657, Agreed Order Docket No. 94- 0833- IHW -E. 8673526.615 P13678110101 M42417 As of the date of this Notice, the record owner of fee title to the Property is Scott A. Hawkins Separate Property TR II LLC with an address of 13725Welch Road, Farmers Branch, Texas. T� Executed this ! day of April, 2017. Scott A. Hawkins Separate Name: --�Ie e--� —7r. STATE OF TEXAS § COUNTY OF R,1Cl lj CI § TR / "C7S 4- BEFORE ME, on this the 2_ day of , fir , 2017, personally appeared Scott A. Hawkins, Managing Member of Scott A. Hawkins Separate Property TR II LLC, a Texas Limited Liability Company, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and in the capacity herein expressed. GIVEN FINDER MY HAND AND SEAL OF OFFICE, this the _21_ day of 2017. * * Notary Pudlic STATE DR'�%AB My Gomm. EV. 43.2&18 8873528.51SPf38781 101 01 104 24 1 7 Notary Pub ic, Stat f Texas 2 LIMITED POWER OF ATTORNEY STATE OF TEXAS COUNTY OF DALLAS I, Scott A. Hawkins of 5747 Ridgetown Circle, Dallas, Dallas County, Texas, in my capacity as Managing Member of Scott A. Hawkins Separate Property TRH LLC: the fee owner of the property described in Exhibit A, attached hereto and incorporated herein by reference (the "Property"), hereby authorize 4707 Alpha, LP of Dallas County, Texas, as attorney -in -fact, to: (A) include the Property in applications with the City of Farmers Branch and the Texas Commission on Environmental Quality ( "TCEQ ") for or relating to adoption of a Municipal Setting Designation Ordinance by the City of Farmers Branch and certification of a Municipal Setting Designation under Texas Health & Safety Code, Ch. 361, Subchapter W; and (B) in connection therewith and on behalf of the undersigned, to: (i) appear at public meetings and public hearings, (ii) to execute, deliver and file any other notices, instruments, reports, or documents incident to acquiring a Municipal Setting Designation for the Real Property and (iii) to file a restrictive covenant in the county deed records, in the form of Exhibit B, hereto, restricting the use of groundwater beneath the Property. 6 8735 2 6.51SP136761 f 01 0 1104241 7 Signed thisday of April, 2017. TR II LLC Namec�7 Title: l�z7 u STATE OF TEXAS COUNTY OF DALLAS This instrument was acknowledged before me on the day f j 2017 b y rr, Y Scott A. Hawkins, the Manager Member of Scott A. Hawkins Separate Proper"t§ TR II LLC, a Texas Limited Liability Company, on behalf of said company. JASON pHAM Notary Public A STATE or- TEXAS nay comp+. EM.03.25.1s 8973528.515P136781101DI1042417 NOT P LIC, STATE OF TEXAS RESTRICTIVE COVENANT FOR LIMITATION OF GROUNDWATER USE STATE OF TEXAS § COUNTY OF DALLAS § This Restrictive Covenant is filed pursuant to the Texas Commission on Environmental Quality ( "TCEQ ") Texas Risk Reduction Program Rules found at 30 Texas Administrative Code, Chapter 350, and affects the parcels of real property ( "Property ") described in Exhibits A and B, attached hereto. Seekco Street Partners, LTD. is the owner of the Property ( "Owner "). Owner has agreed to place the following restrictions on the Property in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas. Now therefore, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the following restrictive covenants in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas are placed on the Property described in Exhibit "A ", to -wit: Institutional Controls - Groundwater. The groundwater beneath the Property has been found to contain certain chemicals of concern identified in reports on file at the TCEQ. To prevent use of and exposure to the groundwater, the Owner agrees to prevent any artificial penetrations for the purpose of producing groundwater for potable use from the groundwater - bearing unit(s) containing such chemicals in concentrations exceeding the applicable protective concentration limits established by TCEQ. Nothing herein shall prohibit or restrict the use of such groundwater for non- potable uses so long as (1) appropriate means are employed to prevent human contact with the produced groundwater, and (2) TCEQ approves in writing such non - potable use. 2. These restrictions shall be a covenant running with the land. 3. These restrictions shall terminate upon a finding by the TCEQ, or any successor agency, that the concentrations of chemicals present in the designated groundwater do not require limitations on use or exposure to the groundwater. For additional information, contact: TCEQ Central Records 12100 Park 35 Circle, Building D Austin, Texas 78753 Mail: TCEQ - MC 199 P O Box 13087 Austin, Texas 78711 -3087 TCEQ Program and Identifier No.: TCEQ Solid Waste Registration No. 31657, Agreed Order Docket No. 94- 0833- IHW -E. 8873528.3/5 PI36781101011041517 As of the date of this Notice, the record owner of fee title to the Property is Seelcco Street Partners, LTD., with an address of 13810 Welch Road, Farmers Branch, Texas Executed this cQL) Mday of 12017. Seekc street Partners, L D :��ICCC� Sfrc?F?i- Par�t�eY'S, A Texa tad pabeahlp Ltd. B �e "� •�- i'G� —' ti�- Narne: W. ATMYAC 94VESTMENM LC„ Title: a To= knftd lift oanpai% STATE OF TEXAS § COUNTY OF LL § ME, on this the&5"" day of N' FA— , 2017, personally appeared of Seelcco Street Partners, LTD. , a`C-c� ; m;�t; �tz,e: ��;1 known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and in the capacity herein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the �� day of '.� +— 92017. LORETTA L. SEAL Notary Public STATE OF TEXAS Notary 10#000150801 C--Mv0WMEXP.J&n-10. 2020 8875528 WSP136781101011041517 Notary P blic, State of Texas 2 LIMITED POWER OF ATTORNEY STATE OF TEXAS I -'L, 7 <' -ZA of '? �-7 [address]_, Dallas County, Texas, in my capacity as P ZAj—,e::W See/cco Street Partners, L TD., the fee owner of the property described in Exhibit A, attached hereto and incorporated herein by reference (the "Property"), hereby authorize 4707 Alpha, LP of Dallas County, Texas, as attorney-in-fact, to: (A) include the Property in applications with the City of Farmers Branch and the Texas Commission on Environmental Quality ("TCEQ") for or relating to adoption of a Municipal Setting Designation Ordinance by the City of Farmers Branch and certification of a Municipal Setting Designation under Texas Health & Safety Code, Ch. 361, Subchapter W; and (B) in connection therewith and on behalf of the undersigned, to: (i) appear at public ng meetings and public hearings, (ii) to execute, deliver and file any other notices, instruments, In ID reports, or documents incident to acquiring a Municipal Setting Designation for the Real Property and (iii) to file a restrictive covenant in the county deed records, in the form of Exhibit B, hereto, restricting the use of groundwater beneath the Property. 8873528.3/SP/3678110101/050117 Signed thi day of April, 2017. rx- ._= BY. ATTOYAC INVESTMENTS, L.C., By: (3er,!rW,.Partn Title- STATE OF TEXAS This instrument was ack ledged before me on the,-- C) day of 2017, by ,the of Seek co Street Partners, LTD., a on behalf of said L RETTA L. SEAL Notary Public S STATE OF TEX!AS y {R #000150801 Notar 10 My Comm. Exp. Jan. 10, 2020 8873528.3/SP/36781101011050117 NOTAR PUBLIC, STATE OF TEXAS RESTRICTIVE COVENANT FOR LIMITATION OF GROUNDWATER USE STATE OF TEXAS COUNTY OF DALLAS This Restrictive Covenant is filed pursuant to the Texas Commission on Environmental Quality ( "TCEQ ") Texas Risk Reduction Program Rules found at 30 Texas Administrative Code, Chapter 350, and affects the parcels of real property ( "Property ") described in Exhibits A and B, attached hereto. Surinder Mittal is the owner of the Property ( "Owner "). Owner has agreed to place the following restrictions on the Property in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas. Now therefore, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the following restrictive covenants in favor of 4707 ALPHA LP, UNIVAR USA INC., the TCEQ and the State of Texas are placed on the Property described in Exhibit "A ", to -wit. Institutional Controls - Groundwater. The groundwater beneath the Property has been found to contain certain chemicals of concern identified in reports on file at the TCEQ. To prevent use of and exposure to the groundwater, the Owner agrees to prevent any artificial penetrations for the purpose of producing groundwater for potable use from the groundwater - bearing unit(s) containing such chemicals in concentrations exceeding the applicable protective concentration limits established by TCEQ. Nothing herein shall prohibit or restrict the use of such groundwater for non - potable uses so long as (1) appropriate means are employed to prevent human contact with the produced groundwater, and (2) TCEQ approves in writing such non - potable use, 2. These restrictions shall be a covenant running with the land. 3. These restrictions shall terminate upon a finding by the TCEQ, or any successor agency, that the concentrations of chemicals present in the designated groundwater do not require limitations on use or exposure to the groundwater. For additional information, contact: TCEQ Central Records 12100 Park 35 Circle, Building D Austin, Texas 78753 Mail: TCEQ - MC 199 P O Box 13087 Austin, Texas 78711-3087 TCEQ Program and Identifier No.: TCEQ Solid Waste Registration No. 31657, Agreed Girder Docket No. 94- 0833- IHW -E. 887352B.215Pl3678110101 f 041517 As of the date of this Notice, the record owner of fee title to the Property is Surinder Mit#al, with an address of 13735 Welch Road, Farmers Branch, Texas Executed this —/T� day of a % '2017. Surinder Miffal By: ...�, Title: STATE OF TEXAS § COUNTY OF _]�fiu-,45 § BEFORE ME, on this the day of _ , 2017, personally appeared Surinder Miffal, an individual, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and in the capacity herein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the -BI-1— day of 2017. Y�� 4�4� Notary Public, St e of Texas �.i "' "' " " "•y, KATIE ELIZABETH ANDERSON Notary Public, State of Texas Comm, Expires 08 -15 -2019 Nolory ID 128709246 2 8873528 21SP13$781101011041517 LIMITED POWER OF ATTORNEY STATE OF TEXAS COUNTY OF DALLAS I, Surinder Mittal of 13735 Welch road, Dallas County, Texas, in my capacity as fee owner of the property described in Exhibit A, attached hereto and incorporated herein by reference (the "Property "), hereby authorize 4707 Alpha, LP of Dallas County, Texas, as attorney -in -fact, to: (A) include the Property in applications with the City of Farmers Branch and the Texas Commission on Environmental Quality ( "TCEQ ") for or relating to adoption of a Municipal Setting Designation Ordinance by the City of Farmers Branch and certification of a Municipal Setting Designation under Texas Health & Safety Code, Ch. 361, Subchapter W; and (B) in connection therewith and on behalf of the undersigned, to: (i) appear at public meetings and public hearings, (ii) to execute, deliver and file any other notices, instruments, reports, or documents incident to acquiring a Municipal Setting Designation for the Real Property and (iii) to file a restrictive covenant in the county deed records, in the form of Exhibit B, hereto, restricting the use of groundwater beneath the Property. 867352B.21SP13 8 7 81101 011041 517 Signed this day of April, 2017. Surinder Mittal Name. .!� K - m -r-tEo_ Title: 'P STATE OF TEXAS COUNTY OF DALLAS This instrument was acknowledged before me on the M�day of L2 2017 Surinder Mittal, an individual, ,,.�4«r!�•,,r KATIE ELIZABETH ANDERSON 9FRY'us r; 's_Notary Public, State of Yexar Comm. Expires 06 -15 -2019 Nola +y IA { 28708246 NOTARY PUBLIC, STATE OF TEXAS 8873528.215 P136781101 011041517 PUBLIC WORKS DEPARTMENT ENVIRONMENTAL HEALTH DIVISION FARMERS BRANCH APPENDIX Y A CD containing the pdf file of this MSD application, the full 5 -mile water well report, and Excel spreadsheets of water well owners is included within this section of the application. City of Farmers Branch Public Works Department Rev. Date: 3/4/2016 Environmental Health Division FARMERS BRANCH Sigma F Q � Municipal Setting Designation (MSD) Designated Property Boundary Map Applicants: Univar USA, Inc. Ball & McCoy, Inc. SEELCCO Street Partners, Ltd. Rolex Properties Surinder Mittal Calandro Development, Inc. Olin Rd s L U }N 4707 Alpha Road 4630 Nall Road 13810 Welch Road 13725 Welch Road 13735 Welch Road 13835 Welch Road Alpna Rd izfj FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: 1.2 City of Farmers Branch Staff Report File Number: ORD -3468 Version: 1 Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Public Hearing File Type: Ordinance Conduct a public hearing and consider adopting Ordinance No. 3468 for a Specific Use Permit for a warehousing and distribution facility on a 9.25 acre lot located at 2001 LBJ Freeway and take appropriate action. BACKGROUND: This 9.25 -acre site is located along the LBJ freeway frontage. The site is located within the "Commerce" subdistrict of Planned Development No. 88 (PD -88) zoning district. DISCUSSION: The applicant, Bedrosians, is proposing to develop a retail showroom and commercial warehouse for their tile and stone business. RECOMMENDATION: On August 28th, the Planning and Zoning Commission voted unanimously to recommend approval of the Specific Use Permit as presented in Ordinance 3468. ATTACHMENTS: 1. Location Map 2. Aerial Map 3. Information Memorandum 4. Ordinance No. 3468 5. August 28th P &Z Minutes 6. Site Photographs City of Farmers Branch Page 1 Printed on 912112017 w, L -97 a p q D -88 T od62� d � Su ct Site P -78 -e- a fYnYnnInYYYImYYYm1 YIYNINIIN Y n. YYII.I I..In.n..vv_�= In LJ = o =' r nlMpnlMp n liiiiiinalmosillil nnnnnnnnY.Y.Y.Y.Y.Y.Yn1 p pp b PD -22 p PD -22 I. H. 635 o ,••••••••••R e Zoning District Boundary Parcel Property Boundaries 17 -SU -15 - Location Map �1 /[ / - v: Various official and unofficial sources were used to gather this iuformatiov. Every effort was made to ensure the accuracy of tlr is data, however, no guarantee is given or implied as to the accuracy of said data. For pictorial refer eviceonly. ' „_.._r City Limit 2001 LBJ Freeway FAI BRANCH 0 - 365 730 Feet ORTH Document Path: ZA\Zoninq Cases\2017 cases \17 -SU -15 LBJ and Morqan Pkwv (Bed rosians) \GIS \Location Mar) -mxd Date: 8/15/2017 = Parcel Property Boundaries _.._r City Limit 17 -SU -15 - Aerial Map 2001 LBJ Freeway wl �� c� -,LRS BRANCH Various official and unofficial sources were used to gather this information. Every effort was made to ensure the accuracy of di is data, however, no guarantee is given or implied as to the accuracy of said data. For pictorial reference only. 0 365 730 A FARMERS BRANCH Information MEMORANDUM TO: Mayor and City Council FROM: Charles S. Cox City Manager DATE: September 19, 2017 SUBJECT: Ordinance 3468 — Specific Use Permit for Warehosuse and Distribution Facility at 2001 LBJ Existing Conditions: The site is located on the northern side of the LBJ frontage, situated between Interstate 35 and Luna Road. The site is an undeveloped, vacant parcel approximately 9.25 acres (403,000 square feet). It is bordered on the east and west by similar undeveloped, vacant properties. To the north of the site is the Valwood Improvement Authority property and levee system. To the south is the LBJ Freeway. This site is located within the Planned Development District No. 88 (PD -88) zoning district. PD -88 is also known as the Mercer Crossing Code, which is a form -based code and allows a variety of light industrial, retail, multi - family residential and office uses. The particular site is located in the Commerce District, which requires a Specific Use Permit for warehousing and distribution facilities. Given the configuration of the lot, the proximity to the levee and the LBJ frontage, the proposed use complies with the intent of PD -88. Site Design: The applicant, Bedrosians, proposes to develop a new retail showroom and commercial warehouse for their tile and stone business. Bedrosians is an established manufacturer, importer and distributor of ceramic and porcelain tile, decorative and glass mosaics, natural stone and pavers. The proposed building will contain a total of approximately 115,000 square feet. The floorplan shows 100,000 square feet of warehouse, 5,000 square feet of offices and 10,000 square feet dedicated to a retail showroom. The site will be accessible from two drives off the LBJ frontage, one at the eastern property line and one at the western property line. The applicant is in the process of dedicating an easement and coordinating with Oncor to place all overhead utilities underground. The applicant plans to install a five (5) foot internal sidewalk along the western building fagade that connects to the western customer /employee parking lot. Additionally they have agreed to install a 12 -foot wide trail that runs the length of their southern property line, adjacent to the building. This trail will ultimately serve as a crucial segment in the city's west side trail, which is part of the overall City Wide Trail Master Plan adopted in 2015. The proposed building will be one story and approximately 35 feet in height. The exterior of the building will be tilt -up concrete panels with porcelain tile accents, which complies with the city's masonry requirements. The building is designed to face southward, towards the LBJ frontage and freeway. The northern elevation contains 12 overhead and dock doors for the loading and unloading of the warehouse portion of the building. Parking /Loading: All of the truck/van/tractor trailer loading areas are proposed along the northern portion of the site, behind the building, screened from public view. Based on the proposed design of this warehouse building, the need for employee and visitor parking on the site will be minimal. The Zoning Ordinance calls for the following minimal parking spaces per use: PARKING RATIOS FOR BEDROSIANS TILE AND STONE Land Use Ratio Existing Conditions Min. # of Spaces Spaces Provided Warehouse 1: every 2 employees 30 employees 15 Furniture retail 1:800 square feet 10,000 sq. ft. 13 Office 1:300 square feet 5,000 sq. ft. 17 45 88 The applicant is proposing to develop 88 parking spaces with four ADA parking spaces. Staff verified with the owner that the proposed parking count was adequate based on the needs of other comparable locations. The owner has stated that the employee count will be a maximum of thirty (30) persons. Landscaping: The Landscape Plan has approximately 40% of the site used as natural or open space. The applicant has proposed a significant landscaping and planting plan including 69 new trees, shrubbery, and grasses. The trees will be a combination of Live Oak, Eve's Necklace, and Lacebark Elm. Shrubbery includes Agave, Texas Sotol and Needle Grass. The existing property does not contain any tree coverage so no mitigation was necessary. Signage: The applicant has proposed installing one wall sign approximately 274 square feet on the southern elevation of the building. Operations: The proposed showroom operating hours are Monday — Friday 8:00 AM - 5:00 PM and Saturday 10:00 AM - 3:00 PM. The owner has stated the site will employ approximately 25 -30 employees. Comprehensive Plan: The 2003 West Side Plan, the Comprehensive Plan for the western portion of the City, designated this area as a future Employment District. Therefore, this proposed retail/warehouse use would be consistent with the West Side plan. Thoroughfare Plan: No known improvements to the LBJ frontage are planned for at this time. Public Response: Nine (9) notification letters were sent to the surrounding property owners on August 16, 2017. Zoning notification signs were also placed on site the same day. As of August 24th, no letters in favor or opposition of this SUP request have been received by the City. On August 28th, the Planning & Zoning Commission voted to recommend approval of this Specific Use Permit as outlined in Ordinance No. 3468. The vote was unanimous. Possible Council Action: 1. I move to adopt Ordinance No. 3468 2. I move to adopt Ordinance No. 3468 with the following modification(s)... 3. I move to table the item or take no action. ORDINANCE NO. 3468 -i� AN ORDINANCE OF THE CITY OF FARMERS BRANCH, TEXAS, AMENDING THE COMPREHENSIVE ZONING FARMERS ORDINANCE AND ZONING MAP OF THE CITY OF FARMERS BRANCH BRANCH, TEXAS, BY GRANTING A SPECIFIC USE PERMIT - FOR WAREHOUSE AND DISTRIBUTION FACILITY ON 9.25± ACRES OUT OF THE HARRISON C. MARCH SURVEY, ABST. NO. 916 DESCRIBED IN EXHIBIT "A" ATTACHED HERETO AND LOCATED IN THE PLANNED DEVELOPMENT NUMBER 88 (PD -88); APPROVING DEVELOPMENT REGULATIONS, A SITE PLAN; AND A LANDSCAPE PLAN; PROVIDING A CONFLICTS RESOLUTION CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND ($2,000.00) DOLLARS; AND PROVIDING FOR AN EFFECTIVE DATE WHEREAS, the Planning and Zoning Commission of the City of Farmers Branch and the governing body of the City of Farmers Branch, in compliance with the laws of the State of Texas and the ordinances of the City of Farmers Branch, have given requisite notice by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally and to all persons interested and situated in the affected area and in the vicinity, the governing body, in the exercise of its legislative discretion, has concluded that the Comprehensive Zoning Ordinance and Zoning Map should be amended; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, THAT: SECTION 1. The City of Farmers Branch Zoning Ordinance and zoning map of the City of Farmers Branch, Texas, (collectively, "the Zoning Ordinance ") be, and the same is hereby amended, so as to grant a change in zoning by granting a Specific Use Permit for Warehouse and Distribution Facility within the Planned Development Number 88 (PD -88) zoning district on a portion of land described in Exhibit "A" attached hereto and incorporated herein for all purposes ( "the Property"). SECTION 2. The Property shall conform in operation, location and construction to the development standards specified within Planned Development No. 88 (PD -88) Zoning District, and, if used and developed for the use authorized by Section 1, above, shall also be used and developed in association with the following regulations: A. The Property shall be developed and used only in accordance with the Site Plan attached hereto as Exhibit `B" and incorporated herein by reference ( "the Site Plan "). B. The Property shall be developed in accordance with the Landscaping Plan attached hereto as Exhibit "C" and incorporated herein by reference. Notwithstanding anything to the contrary in the Zoning Ordinance, installation of all landscaping and related irrigation system required by the Landscaping Plan shall be completed prior to issuance of a certificate of occupancy for the first structure constructed on the Property. C. Notwithstanding anything to the contrary set forth in the use and development regulations of PD -88, as amended, the minimum number of off - street parking spaces to be located on the Property shall be eighty -eight (88), which parking spaces shall be located as shown on the Site Plan. D. Materials for sale, equipment, tools, or supplies stored or displayed on the exteriors any building on the Property shall be screened at all times and not visible from any public right -of -way or adjacent property. E. The exterior of the building constructed on the Property shall be designed and constructed substantially as shown in the Elevations attached hereto as Exhibit "D" and incorporated herein by reference. SECTION 3. The Property shall be used only in the manner and for the purposes provided by the Comprehensive Zoning Ordinance of the City of Farmers Branch, as heretofore amended and as amended herein. SECTION 4. The provisions of this ordinance shall be controlling with respect to the use and development of the Property for the purposes authorized in Section 1, above. In the event of any irreconcilable conflict with the provisions of any other ordinances of the City of Farmers Branch, the provisions of this ordinance shall be controlling. SECTION 5. Should any sentence, paragraph, subdivision, clause, phrase or section of this Ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this Ordinance as a whole, or any part or provision thereof other than the part so decided to be invalid, illegal or unconstitutional, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 6. An offense committed before the effective date of this ordinance is governed by prior law and the provisions of the Comprehensive Zoning Ordinance, as amended, in effect when the offense was committed and the former law is continued in effect for this purpose. SECTION 7. Any person, firm or corporation violating any of the provisions or terms of this Ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Farmers Branch, as heretofore amended, and upon conviction shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000) for each offense; and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 8. This Ordinance shall take effect immediately from and after its passage and the publication of the caption, as the law and charter in such case provide. DULY PASSED BY THE CITY COUNCIL OF THE CITY OF FARMERS BRANCH, TEXAS, ON THIS THE 26TH DAY OF SEPTEMBER, 2017. ATTEST: APPROVED: Amy Piukana, City Secretary Robert C. Dye, Mayor APPROVED AS TO FORM: Peter G. Smith, City Attorney (kb1:9/13117:89764) Ordinance No. 3468 Exhibit "A" - Description of the Property BEING a tract of land situated in the Harrison C. Marsh Survey, Abstract No. 916, City of Farmers Branch, Dallas County, Texas, being all of Lot 1 and Lot 2, Block A, Trinity East Addition, an addition to the City of Farmers Branch, Texas according to the plat recorded in Instrument No. 201100225466, Official Public Records of Dallas County, Texas, and being all of a tract of land described as "Tract 1" and "Tract 2" in Special Warranty Deed to CADG Mercer 9, LLC recorded in Instrument No. 201600321565 of said Official Public Records, and being part of Block 3, Westside Addition, Section 1, an addition to the City of Farmers Branch, Texas according to the plat recorded in Instrument No. 200600172708 of said Official Public Records, and being part of Knightsbridge Road shown on the plat of Westside Addition, Section 1, an addition to the City of Farmers Branch, Texas according to the plat recorded in Instrument No. 200600172708 of said Official Public Records, and the plat of Trinity East Addition, an addition to the City of Farmers Branch, Texas according to the plat recorded in Instrument No. 201100225466 of said Official Public Records, and being part of that tract of a called 1.236 acre tract described in City of Farmers Branch Resolution No. 2017 -077 recorded in Instrument No. 201700195004 of said Official Public Records, and being more particularly described as follows: BEGINNING at a 5/8 -inch iron rod with plastic cap stamped "KHA" set for the southeast corner of said Lot 1 and at the intersection of the north right -of -way line of Interstate Highway 635 (a variable width right -of -way) and the west Railroad right -of -way line of the City of Dallas tract (100 -foot wide right -of -way) recorded in Volume 86057, Page 342, Deed Records of Dallas County, Texas; THENCE with said north right -of -way line of Interstate Highway 635, the following courses and distances: South 86° 06'32" West, a distance of 206.49 feet to a 3/8 -inch iron rod found for corner; South 0° 24'32" West, a distance of 18.98 feet to a 1/2 -inch iron rod found for corner; South 89 °35'11" West, a distance of 554.57 feet to a 5/8 -inch iron rod with plastic cap stamped "KHA" set for corner; North 0° 24'49" West, a distance of 14.00 feet to a 3/8 -inch iron rod found for corner; North 78° 53' 36" West, a distance of 103.07 feet to a 1/2 -inch iron rod found for the western most southwest corner of said Tract 2; THENCE departing said north right -of -way line of Interstate Highway 635 and with the west line of said Tract 2, the following courses and distances: North 0° 05'56" East, a distance of 115.44 feet to a 3/8 -inch iron rod found for corner; North 89° 34' 03" East, a distance of 50.00 feet to a 3/8 -inch iron rod found for corner; North 0° 29' 42" West, a distance of 329.19 feet to a 5/8 -inch iron rod with plastic cap stamped "KHA" set for corner; THENCE with the north line of said Tract 2, South 89° 35' 37" East, passing at a distance of 437.40 feet a 1/2 -inch iron rod with plastic cap stamped "THXS" found for the northwest corner of said Tract 2, in all a total distance of 437.91 feet to a 5/8 -inch iron rod with plastic cap stamped "KHA" set for corner; THENCE North 85° 51' 30" East, a distance of 80.06 feet to a 5/8 -inch iron rod with plastic cap stamped "KHA" set for corner; THENCE North 89° 30' 31" East, passing at a distance of 29.54 feet a 5/8 -inch iron rod with plastic cap stamped "PATE SURVEYING" found for the northwest corner of said Lot 2, continuing with the north line of said Lot 2, in all a total distance of 366.50 feet to said west Railroad right -of -way line; from said point a 5/8 -inch iron rod with plastic cap stamped "PATE SURVEYING" found bears North 69° 33' 18" West, a distance of 0.55 feet; THENCE with said west Railroad right -of -way line, South 8° 50' 32" West, a distance of 453.06 feet to the POINT OF BEGINNING and containing 9.2516 acres or 403,000 square feet of land. nm o Ordinance No. 3468 Exhibit "B" - Site Plan ............ M Ro ; Kimley*Horn SITE PLAN 1111A11D FOR - 11 BEDROSIANS TILE AND STONE I-E- TIANII 1— -A- 0 2 E i Z Dili � 1I�� I I D �0 FARMERS BRANCH DEVELOPMENT ; SITE PLAN 1111A11D FOR - 11 BEDROSIANS TILE AND STONE I-E- TIANII 1— -A- 0 2 E i Z Ordinance No. 3468 Exhibit "C" - Landscape Plan n9 a�c Ile, h2 4EF €m -✓ 2 2 _ p § g NA `nF � m= , I < I 7 I , I 3 §Y Y55 m , g e � m e �' mw �2 3 j z , z_ 1 � � o� FARMERSBRANCH Kimley> »Horn r RENDERED DEVELOPMENT Ali - LANDSCAPE PLAN w+eRR..I NSTIEEA o ° BEDROSIANS TILE AND STONE Ordinance No. 3468 Exhibit "D" — Elevations -p- C:) av r c 0 00 0 mN Ordinance No. 3468 Exhibit "D" — Elevations (cont.) y m O z Monday, August 28, 2017 City of Farmers Branch Meeting Minutes Planning and Zoning Commission 7:00 PM City Hall 13000 Wm. Dodson Pkwy Fanners Branch, TX 75234 Study Session Meeting to be held at 6:00 PM in Study Session Room Hard copies of the full Planning and Zoning Commission agenda packet are accessible the Friday prior to every regularly scheduled meeting at the following locations: 1) Manske Library 2) City Hall Additionally, the agenda packet is available for download from the City's web site at www.farmersbranchtx.gov. This download may be accessed from any computer with Internet access, including computers at the Manske Library and in the lobby of City Hall. Any individual who wishes to speak on an agenda item should fill out a Registration Form for Appearance before the Planning and Zoning Commission (white card located in the L back of the Council Chambers) and submit the completed card to City Administration member prior to the start of the meeting. A. STUDY SESSION Excused 1 - Commissioner David Moore City Hall Present 8 - Commissioner Tim Yarbrough, Commissioner Chris Brewer, Commissioner Michael Driskill, Commissioner Jared Sullivan, Chairman Jason O'Quinn, Commissioner Linda Berd, Commissioner Giovanni Zavala, and Vice Chair Sergio De Los Santos Staff 3 - Andy Gillies Director of Community Services, Alexis Jackson Planning Manager, and Brian Campbell Planning Tech A.1 17 -574 Discuss regular agenda items. B. REGULAR AGENDA ITEMS B.1 17 -575 Consider approval of the Attendance Matrix for the Planning and Zoning Commission as presented and take appropriate action. �--+ A motion was made by Commissioner Yarbrough, seconded by Commissioner Bard, that this Report be approved. The motion carried by the following vote: Excused: 1 - Commissioner Moore L City of Farmers Branch page f Planning and Zoning Commission Meeting Minutes August 28, 2017 B.2 17 -576 Aye: 8- Commissioner Yarbrough, Commissioner Brewer, Commissioner Driskill, Commissioner Sullivan, Chairman O'Quinn, Commissioner Bertl, Commissioner Zavala and Vice Chair De Los Santos Consider approval of the August 14, 2017 Planning and Zoning Commission minutes and take appropriate action. A motion was made by Commissioner Driskill, seconded by Commissioner Sullivan, that the Minutes be approved. The motion carried by the following vote: Excused: 1 - Commissioner Moore Aye: 8- Commissioner Yarbrough, Commissioner Brewer, Commissioner Driskill, Commissioner Sullivan, Chairman O'Quinn, Commissioner Bertl, Commissioner Zavala and Vice Chair De Los Santos C. PUBLIC HEARING C.1 17 -SU -15 Conduct a public hearing and consider a request from Bedrosians Tile and Stone for a Specific Use Permit for a warehousing and distribution facility for the property located at 2001 LBJ Freeway and take appropriate action. The applicant, Bedrosians Tile & Stone, proposed to develop a new retail showroom 1 and commercial warehouse for their tile business. The subject site is zoned Planned Development District No. 88 (PD -88). Staff reccomended approval of this Specific Use J Permit (SUP) as presented at this meeting. Mrs. Alexis Jackson, Planning Manager, approached the podium and gave a brief presentation on Bedrosians' proposal. The subject site, located at 2001 Lyndon B. Johnson Freeway, is a 9.25 -acre site that is currently vacant and undeveloped. PD -88 requires a Specific Use Permit for warehousing and distribution per its form -based code. Mrs. Jackson presented an aerial of the site as well as the floor plan, a conceptual drawing of the facade, the site plan, elevations, and the landscape plan. Mrs. Jackson pointed out several areas of interest. Mrs. Jackson also presented several photographs of existing conditions. Mrs. Jackson informed the Commission that as part of SUP process, notification letters were sent to all property owners within 200 feet of the site. No written response in favor of or in opposition to this proposal was received. Chairman O'Quinn asked for any initial questions from the Commission and seeing none, Chairman O' Quinn decided to wait until after the applicant's presentation before opening the public hearing. Dan Gallagher of Kimley -Horn, a represenative of the applicant, 13455 Noel Road Dallas, Texas, approached the podium. Mr. Gallagher introduced several individuals who were present, including representatives for Bedrosians, the general contractor, the broker, and the architect. Mr. Gallagher praised Mrs. Jackson's presentation and indicated that the group representing the applicant would go into more detail about the 1 business and why they are interested in Farmers Branch. Mr. Gallagher then introduced Eddie Bedrosian. J Eddie Bedrosian, the applicant, 65 Linda Isle, Newport Beach, California approached City of Farmers Branch Page 2 r Planning and Zoning Commission Meeting Minutes August 28, 2017 City of Farmers Branch the podium. Mr. Bedrosian went into more detail about the business, including products and services offered. Mr. Bedrosian also discussed what he hoped to accomplish with the business and why he chose Farmers Branch. Mr. Bedrosian then asked for any questions. Commissioner Driskill asked about utilizing the existing rail spurs. Mr. Bedrosian informed the Commission that all deliveries would be done by truck. Mr. Gallagher reapproached the podium and briefly discussed the location and the site plan. Mr. Gallagher then asked for any specific questions. Mr. Casey Orillion of Gensler, 1279 North Wilanman Drive, Anaheim, California approached the podium. Mr. Orillion went into more detail on the floor plan. He identified several areas of interest, including having the showroom lit at night for architectural ambiance. Mr. Orillion also pointed out the locations of offices, storage, and loading. Mr. Orillion used the building rendering to discuss the facade. Mrs. Katherine Utecht of Kimley -Horn, 801 Cherry Street, Fort Worth, Texas approached the podium. Mrs. Utecht discussed the landscape plan, identifying several areas of interest. Mrs. Utecht informed the Commission that the amount of trees that will be featured was in compliance the standards set out in the Comprehensive Zoning Ordinance. Mrs. Utecht identified the types of trees to be featured. Paul Wagner of Arco /Murray Construction, 4849 Greenville Avenue, Dallas, Texas approached the podium. Mr. Wagner briefly discussed the construction and design schedules. Mr. Wagner said that the project was expected to break ground in mid - October and open in June 2018. Commissioner Zavala asked about the normal truck volume for deliveries. Mr. Bedrosian said he anticipated between five (5) to six (6) large trucks daily. Mr. Zavala then asked if the deliveries would happen during or after store hours. Mr. Bedrosian said they would take place during store hours. Vice Chairman De Los Santos asked if the ceramic tile would be applied to the tilt walls. Mr. Orillion said it would be large ceramic tiles that would be attached. Vice Chairman De Los Santos then asked if the tile would be cast in place. Mr. Orillion said it would be attached after the tilt walls were erected. Vice Chairman De Los Santos then asked about stone pavers for parking. Mr. Orillion said the parking lot would be comprised of cast -in -place concrete. Commissioner Bertl thanked the group for their presence and expressed her enthusiasm over the landscape plan. Commissioner Bertl asked if the landscaping would be irrigated. Mrs. Utecht said yes it would. Vice Chairman De Los Santos asked if the facility would feature any machines used to cut stone. Mr. Bedrosian said no and the only machinery on -site would be forklifts and related equipment used to move material. Chairman O'Quinn opened the public hearing. Seeing no questions or comments, Chairman O'Quinn closed the public hearing and asked the Commission for any additional questions or comments. Commissioner Sullivan asked about the possibility of outdoor storage. Mr. Bedrosian said while it was possible temporarily, storage would typically take place inside the Page 3 Planning and Zoning Commission Meeting Minutes August 28, 2017 . 1 building. Commissioner Driskill asked for a rough estimate of the mix between wholesale and retail sales at the other stores. Mr. Bedrosian said it was more wholesale right now, but hoped to see retail eventually reach twenty percent (20 %) from its current ten percent (10 %). Mr. Bedrosian then reapproached the podium and told Commissioner Driskill it depended on what he viewed as "retail." After giving an example Commissioner Drislkill viewed as retail, Mr. Bedrosian clarified his earlier comment, saying retail made up roughly seventy -five percent (75 %) to eighty percent (80 %) of the business. Seeing no more questions or comments from the Commission; Chairman O'Quinn asked for a motion: A motion was made by Commissioner Driskill that the Specific Use Permit be recommended for approval. Commissioner Brewer seconded this motion. The vote carried unanimously. Excused: 1 - Commissioner Moore ADJOURNMENT Aye: 8- Commissioner Yarbrough, Commissioner Brewer, Commissioner Driskill, Commissioner Sullivan, Chairman O'Quinn, Commissioner Batt, Commissioner Zavala and Vice Chair De Los Santos The meeting was adjourned at 7:32PM. Farmers Branch City Hall is wheelchair accessible. Access to the building and special parking are available at the main entrance facing William Dodson Parkway. Persons with disabilities planing to attend this meeting who are deaf, hearing impaired or who may need auxiliary aids such as sign interpreters or large print, are requested to contact the City Secretary at (972) 919 -2503 at least 72 hours prior to the meeting. Certification City of Farmers Branch Page 4 Planning and Zoning Commission Meeting Minutes August 28, 2017 I certify that the above notice of this meeting was posted 72 hours prior to the scheduled meeting time, in accordance with the Open Meetings Act, on the bulletin board at City Hall. Chairman City Administration Stamp: Posted By: Posted Date: City of Farmers Branch Page 5 Existing Photographs �% �- � j� ..4 �.. _. .} ,- a �, '� '� t s U"1 4 G> �oogle ��'� < City of Farmers Branch FARMERS Staff Report BRANCH File Number: 17 -585 Agenda Date: 9/26/2017 Version: 2 In Control: City Council - Study Session Video Only Agenda Number: J.1 Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Regular Agenda File Type: Report Discuss the Farmers Branch Creek Watershed Study performed by Freese and Nichols. BACKGROUND: On June 28th the Municipal Drainage Utility System Advisory Committee held a public meeting for residents that live adjacent to the Farmers Branch Creek to discuss the findings of the watershed study performed along Farmers Branch Creek by Freese and Nichols. The Committee would like for Freese and Nichols to present to the City Council the outcome of the watershed study and the public's input relative to same. ATTACHMENTS: 1. Freese and Nichols Presentation City of Farmers Branch Page 1 Printed on 912112017 L �1 n ujreeK 3riefing FARMERS 16" BRANCH Study Objectives - Farmers Branch Creek 1. Determine flooding potential for road crossings and structures 2. Determine erosion risks to public and private infrastructure 3. Develop solutions to reduce flooding and erosion risks a Study Progress Field Work q d ' a �A t� • Creek Survey • Geomorphic Site Visit • Sedimentation Evaluation • Dam Assessment Desktop Analysis Legend a oo -y, W —fty fn s • GIS Workmaps • Hydrologic /Hydraulic Analysis • Existing Conditions Report • Preliminary Alternatives Analysis Public Involvement 1 Wort] Reads A • Project Website • Stormwater Committee • Public Meeting —June 28, 2017 • Resident Feedback Survey Public Feedback Farmers Branch Creek Study June 28, 2017 Community Meeting I Name (optional): Address {aptioma : 1. How important is it to you to address flooding issues (i.e. roadway overtopping, flooded homes, flooded yards) on Fanners Branch Creek? Somewhat Very Unimportant Unimportant Important Important Very Important 1 2 3 4 5 ❑ ❑ ❑ ❑ ❑ 2. How important is it to you to address erosion issues (i.e. exposed sewer lines, undermined creek bank walls, eroded yards, threatened buildings) on Farmers Branch Creek? Somewhat Very Unimportant Unimportant Important Important Very Important 1 2 3 4 5 ❑ ❑ ❑ ❑ ❑ 3. Are you to the creek flooding and erosion solutions ❑ ycs ❑ No being considered in this study? 4. Are you open to providing City easements on your ❑ yes ❑ No property for creek improvements and /or maintenance? 5. Are you to modifications to creek structures on ❑ yes ❑ No your property? 6. If you placed a numbered dot on the maps, please list the number here: Comments (related to above responses and /or map notation): ps:// clients. freese.com /FarmersBranchZ ?page= main How important is it to you to address flooding issues on Farmers Branch Creek? 5- Very Important 54% 1- Very Unimportant 10% 4- Important 21% Unimportant 4% 3- Somewhat Important 11% How important is it to you to address erosion issues on Farmers Branch Creek? nt 1- Very Unimportant 12% 4- Important 19% 3- Somewhat Important 10% •'• May be some confusion with the rating scale; many respondents who indicated that erosion is unimportant noted erosion problems in their comments. Are you open to creek flooding and erosion solutions being considered in this study? Are you open to modifications to creek structures on your property? Maybe /Unsure N/A or Other N/A or Other Are you open to providing City easements on your property for creek improvements and /or maintenance? Maybe /Unsure 9% � No 4% N/A or Other 9% / —® Yes 78% M Y� d tita b ' � r S - F At ks �� >- xl /'"� ^�; k.. r 1 .f' -t!. ` � .�'. �J FS�t` � F i4�k,• ^kr' �!'" 'w.:+�l • Emergency— Erosion affecting a structure; requires immediate attention and is potentially life threatening. • High — Erosion affecting or threatening a structure; requires attention, but is not considered life threatening. • Moderate — Erosion affecting retaining walls, fences, trees, and /or loss of land. �V YY T`t all _m a • Jr . ,.`' 1: �. _•,rrt °� � �'� � mod, vF.ki"iYr°�` .� .+af ��, Z �.I i - I 41 d' Valle View Ln. _ - *rff .. .. .. a3.1.xI1i,V••r �Wm,n��,:,v�� '� �... 4 - ' - - - ►t Kayr. tir 3 - .. 1 Erosion Priority NZ ■ High Medium Low ■ other I FM i T � • 1' Stream Bank Condition '-\-., High Erosion Potential Moderate Erosion Potential Low Erosion Potential Impounded Retaining Wall r Under Construction '., Erosion Summary 1. The team documented no "Emergency" repair areas requiring immediate attention. 2. Erosion is seen by residents as a higher priority than technically indicated. 3. Much of the creek is already hard armored or otherwise improved. •'• Impounded /improved areas • have inherently less erosion risk. 4. Public infrastructure would benefit from general maintenance and minor repairs. • -a {y ,k_. �s e ;1 RD Ak w► ,.;: 1 #� -•s � �N two... a� Public Infrastructure 4�9 .:,1 f i � g� .p• li 4:a ,zia� a Current Erosion Protection Measures Bag Wall F"Itv.! Vii'` Gabion Wall Rip Rap Outfall Protection Potential Erosion Protection Alternatives Alternative A b Stabilized Vegetated Bank Alternative B i, ;_ Stabilized Vegetated Bank with Rock Toe Alternative C Gravity Wall •'• Natural- looking solutions are generally preferred by residents, but may require loss of private land •'• Many gravity wall solutions such as gabions and bag walls have been constructed along creek 9 Flood Risk Assessment : , . ON der Sprirm�l, vj�lsj &J 1 7i Commercial/Industrial 477". Fully built-out & 40% of watershed LA 70% of 100-yea r flow 11, I e Residential t am 41 60% watershed PG'A -Val o of o 30% of 100-year flow 4r f_7 E A er 13 t n OrW N 2" 2" I Flood Risk Assessment An Return Annual Risk of r Intervaij Flooding 5 -yea r 20 10 -year 10% 25 -year 4% 50 -yea r 2% 100 -year 1% ❖ A home in the 100 -year floodplain has a 26% chance of flooding over a 30 -year period. it }µ-` cT x� �'Y• @�'(�f_;k "'J'. A'f Ax rY l�'S f/•^ " -. .3� } Flood Risk - Bri . .7 _. p. Denton Drive r 50-year Ford Road 500 -year � 1 �* f `i rqf ..414'+ °^'' .(ie '. •�`� iy,„y{ -•. dges Josey Lai 1 -yea r W 8% Marsh Lane 5B (out of service) F #r. K94o_ r e� IV] r-�1J ! Ij f J J Structural Flooding �ey Liam MEN ti �T T f _ Y 1F gob . iM +'rt i R u r 1 Flood Risk - Private Structures r �_y Homes in Floodplain 65 T( 5 5 100 -YEAR 1 12 50 50 -YEAR 45 2 2% 40 35 30 25 20 15 10 k I 25 -YEAR M O O. dJ V i V X W Q Legend Homes Within Floodplain Boundary by Storm Event 5 -Year 10 -Year 25 -Year p 50 -Year 100 -Year Farmers Branch Creek A 0 16 1- kip pw wow Pow*.* 'r, r lb,ok ftm*% r- w as � 4b Legend Homes Within Floodplain Boundary by Storm Event 5 -Year [� 10 -Year 25 -Year 50 -Year 100 -Year Farmers Branch Creek s_ p %i C� AL .0 rA .I • b7. F Conceptual Solution: Remove Inline Structures 479 478 477 —476 o 475 w 474 a) 473 D V) 472 471 470 ►. , . 10 -Year Water Surface Elevation 468 3500 3750 4000 4250 4500 4750 5000 5250 5500 River Station (ft) � 5 € �5 #st MA t 1 i r11 L 4 s Conceptual Solution: Channel Geometry Modification Existing cress section geometry data CEOs 4 Station '—Template channel • Channel grading • Channel widening • Channel lining • Increase channel capacity during small storm events • Additional channel capacity is often an added benefit of erosion control efforts Conceptual Solution: Remove Inline Structures �M 479 478 477 —476 o 475 w 474 a) 473 D V) 472 471 470 p ,+ 10 -Year Water Surface Elevation N d M v i M d 468 ' 3500 3750 4000 4250 4500 4750 5000 5250 5500 River Station (ft) Conceptual Solution: Remove Inline Structures + Channel Modification J a ry 10 -Year Water Surface Elevation 479 478 477 —476 o 475 r� w 474 a) 473 D V) 472 471 470 468 1-- , - 3500 3750 4000 4250 4500 4750 5000 5250 5500 River Station (ft) Legend Homes Within Floodplain Boundary by Storm Event 5 -Year 10 -Year 25 -Year 50 -Year 100 -Year N r I y is 5 -yea r 14 10 -yea r 17 25 -year 18 50 -yea r 18 Y 100 -year 19 " �* t d Legend Homes Within Floodplain Boundary By Storm Event 5 -Year 10 -Year 50 -Year 100 -Year Removed M 4 t 5 -year 14 5 10 -yea r 17 10 25 -year 18 10 50 -yea r 18 15 100 -yea r 19 16 Conceptual Solution: Offline Detention • Functional public spaces such as parks • Serve as detention facilities for small storm events • Limited space for creating detention facilities on public parcels _. AMP, M-- _ M, Legend Farmers Branch Creek Parcels Private City 0 k0M.k. MV Ir IL Additional Areas of Interest • Brookhaven College • Open space • Beginning of reach • Environmental considerations • Requires coordination with college officials • Valley View Park Estates Pond • Expands existing hydraulic feature • Beginning of reach • Likely to require modification to dam, which may be expensive • Environmental Considerations • Requires coordination with HOA • FARMERS BRANCH Agenda Date: 9/26/2017 In Control: City Council Agenda Number: K.1 City of Farmers Branch Staff Report File Number: 17 -584 Version: 1 Farmers Branch City Hall 13000 Wm Dodson Pkwy Farmers Branch, Texas 75234 Status: Closed Session File Type: Procedural Item Council may convene into a closed executive session pursuant to Section 551.071 (1) and (2): • Consultation with City Attorney regarding status of State of Texas vs. Jeff Fuller and Resolution regarding the naming of City Park Facilities. Council may convene into a closed executive session pursuant to Section 551.072 of the Texas Government Code to deliberate regarding: • Discuss the purchase, exchange, lease, or sale of real properties located at the following: 12904 Holbrook, 12923 Wilmington, and 13005 Wilmington. Council may convene into a closed executive session pursuant to Section 551.087 of the Texas Government Code to deliberate regarding: Discuss Economic Development Incentives for Project Parks. City of Farmers Branch Page 1 Printed on 912112017 13005 & 12923 Wilmington 12904 Holbrook s I Proposed New Home Each Lot !ATJ O . BUILDER Pacific Lending Group will contract with CBR Inc., a full- service general contractor who specializes in in commercial and residential improvements. TIMELINE 12 Months or Less Estimated Value of Improvement(s) $4951000- $555,000 13005 Wilmington r 7-7- M h � 4 ti d 61, � g r r} r3i3 Owner: List Price Lot Size List Price psf DCAD land value: City of Farmers Brai $110,000 71201 Sq Ft $15.27 Sq F $60,000 Offer Price psf Pacific Lending Group Est Square Footage Est Completed Value $113,000 $37.66 3000 sq ft $500,000 a • - . ,T List Pria Arm AlIr t�iiFcv � ' e 12904 Holbrook City of Farmers Brai List Price psf DCAD land value: Pacific Lending Group Est Square Footage Est Completed Value $110,000 71195 Sq Ft $15.28 Sq F $113,000 $37.66 3000 sq ft $500,000 Recent Comparisons -Raw Land Comps 965 Eric Lane 3230 Castleton 527 Mount View 536 Mount View 531 Leta Mae LIST PRICE $100,000 SOLD $100,509 LIST PRICE $126,000 SOLD $499,500 SOLD $486,550 SOLD $515,000 nth 2636 and 2631 sold at List Price NO OFFERS $10.31 psf $13.39 psf $163.34psf $172.47psf (new pool) $156.92psf