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2011_05.03 BOA PacketAGENDA BOARD OF ADJUSTMENT KENNEDALE CITY HALL— 405 MUNICIPAL DRIVE. COUNCIL CHAMBERS MAY 3, 2W 11 REGULAR MEETING — 7:00 PM CALL TO ORDER ROLL CALL REGULAR MEETING I. VISITORS /CITIZENS FORUM At this time, any person with business before the Board of Adjustment not scheduled on the Agenda may speak, provided that a "Speaker's Request Form" has been completed and submitted to the Board of Adjustment Secretary prior to the start of the meeting. All comments must be directed towards the Chair, rather than individual BOA members or staff. All speakers must limit their comments to the subject matter as listed on the "Speaker's Request Form." No formal action can be taken on these items. II. CONSIDER BOA CASE # 11 -02 BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and `production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. a) STAFF PRESENTATION OF CASE b) APPLICANT PRESENTATION OF CASE c) PUBLIC HEARING ON BOA CASE # 11 -02 d) APPLICANT RESPONSE e) STAFF RESPONSE AND SUMMARY OF CASE 0 ACTION ON CASE III. MINUTES Review and approve minutes from the February and April 2011 meetings IV. STAFF REPORTS a) Update on City Projects V. ADJOURNMENT NOTICE OF MEETING KENNEDALE BOARD OF ADJUSTMENT KENNEDALE, TEXAS Notice is hereby given that a ❑ Workshop, ® Public Hearing, ❑ Special Meeting, and /or ® Regular Meeting will be held by the Board of Adjustment of the City of Kennedale, Texas at 7:00 p.m., on the 3rd day of May 2011, 405 Municipal Drive, (Kennedale Municipal Building) Kennedale, Texas at which time the following subjects will be discussed to wit: Dated this the 29th day of April 2011. By: Rick Adams, Chairman I, the undersigned authority, do hereby certify that the above Notice of Meeting for the Board of Adjustment of the City of Kennedale, Texas is a true and correct copy of said Notice and that I posted a true and correct copy of said Notice on the bulletin board of City Hall of said City in Kennedale, Texas, a place convenient and readily accessible to the general public at all times, and said Notice was posted on April 29, 2011 by 5:00 o'clock P.M., and remained so posted continuously for at least 72 hours preceding the scheduled time of said Meeting. Persons with disabilities who plan to attend this meeting and who may need auxiliary aids or services such as interpreters for persons who are deaf or hearing impaired, readers, large print, are requested to contact the undersigned at (817) 985 -2135 five (5) work days prior to the meeting so that appropriate arrangements can be made. Dated this the 29th day of April 2011. By: Rachel Roberts Planner and Board of Adjustment Secretary J( KENNEDALE April 13, 2011 Chk Louisiana Llc 6100 N Western Ave Oklahoma City, OK 73118 Dear Chk Louisiana LLC, This letter is to notify you that the Kennedale Board of Adjustment will hold a public hearing on Tuesday, May 3, 2011 at 7:00 PM at the Kennedale City Hall, 405 Municipal Drive, Kennedale, TX, 76060 to hear the following case: BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven gas wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. This letter is not a summons to appear at the public hearing, but if you would like to attend, you will have the opportunity to speak either in favor of or against the request for a Special Exception. If you are unable to attend the meeting, you may also submit comments in writing beforehand. To request a comment form, or if you have any questions about the public hearing, please call me at (817) 985 -2135 or send an email to rroberts @cityofkennedale.com. Sincerely, Rachel Roberts Planner 405 Municipal Drive www.cityofkennedale.com PH 817.985.2130 Kennedale, TX 76060 FX 817.483.0720 recently approved city code: "Fire hydrants shall be located within a five hundred (500) foot hose lay of fire department connections to the protection system(s)." I'm not sure if that means, basically, fire hydrants must be within 500 feet of a well head or pad site? But in any case, this is the new ordinance and does not apply to existing well sites. The previous ordinance said "A fire hydrant must be located within six hundred (600) feet of the well. If a fire hydrant is located further than six hundred (600) feet from the well, special provisions for water supply may be required by the fire marshal. This may include, but is not limited to, the provision of specialized fittings to connect fire hoses to water tankers." I interpret this to mean that the hydrant may be located farther than 600' if the fire department gives it the ok. 9} e S ._ ., T "• € r m CITY OF KENNEDALE BOARD OF ADJUSTMENT ROLL CALL SHEET FOR May 3, 2011 MEMBER PRESENT ABSENT d Rick Adams ( Chairman) Linda Elam (Vice Chairman Cheryl Abbott -- Brian Cassady Patrick Vader 4� Alternates: Darrell Dixon / �f Jeff Madrid Jeremy Redding Richard West COMMENTS: Date: Staff Report to the Members of the Board of Adjustment April 27, 2011 Agenda Item No: II Subject: Case BOA 11 -02 Originated by: Rachel Roberts, Planner BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. Backaround This case was first heard by the Board in April but was tabled for 30 days. When the case was heard in April, Chesapeake received an exception to the requirement that all owners of habitable structures within 600' of the proposed wells must agree in writing to allow drilling that close. As of the date of the hearing last month, Chesapeake had not yet secured a waiver from one property owner, David Hunn, and had been working until that date to obtain the waiver. Mr. Hunn had indicated he planned to construct an equestrian center on his property abutting the proposed pad site and believed the drilling activities would impede his ability to develop his property. Chesapeake and Mr. Hunn have conflicting opinions of the impact of gas drilling and, therefore, of what remedy would be suitable. The case was tabled for 30 days to allow additional time to discussion between the two parties. The case was to be reheard in May regardless of whether Chesapeake and Mr. Hunn had made an arrangement to their mutual satisfaction. Staff Review The properties in this area lack adequate public improvements for development of a commercial or industrial nature. Both Mr. Hunn and Chesapeake would be required to build or pay for public improvements before their proposed developments would be allowed to proceed. These improvements include improving Bolen Road and installing an 8' water line connected to the city's existing lines. Mr. Hunn's main objection to the proposed well site is that it would negatively affect the layout of his equestrian center; the close proximity of the pad site would require him to rearrange his development, possibly pushing his buildings into the floodplain. Staff engaged an engineering firm to examine the site and recommend an alternate layout that would permit both projects to proceed. The proposed layout is enclosed with this staff report. The alternate site plan provides parking along the west boundary for a western and English covered arena, stables, and round pens. A covered dressage arena could be placed on the lot south of the pad site. The land south of the pad site is owned by a company affiliated with Chesapeake, and Chesapeake indicated they are willing to donate the land to Mr. Hunn's non - profit corporation. This arrangement would allow both projects to go forward, and it is up to Mr. Hunn and Chesapeake to decide whether they would like to work together. Staff are satisfied that both parties have had ample opportunity to come to a mutually beneficial arrangement. In terms of operational issues, this site is one of the least intrusive drill sites in the city limits. Because there are so few residents and businesses nearby, noise and fumes are unlikely to pose a problem to people in Kennedale. The staff report from the April meeting contains staff's comments on how Chesapeake's proposed use meets the requirements for a special exception, and that report is attached to this one for your reference. As noted in the April report and above, Chesapeake would be required to build a water line and to improve Bolen Road, and Chesapeake is aware of what is required. The city has prepared plans for both these projects. City Council approved a contract with Tarrant County for making the improvements to Bolen Road at their April meeting; the county would make the improvements, with Chesapeake paying a portion of the costs associated with the project. The required water line will be bid with an award by the city council on June 9th. 2 Chesapeake's portion will be the construction costs of installing an 8" water line; the city will pay for upsizing to a 12" water line. Cost estimate for the 12" water line is $322,295.10. Allocations are as follows: Chesapeake: $174,810.00 Hunn: $42,300.00 City: $104,995.00 Cost estimates for Bolen Road are $211,620.45. Allocations are as follows: Chesapeake: $86,120.45 Hunn: $35,000.00 County: $90,500.00 The city will waive Mr. Hunn's portion of the costs if Chesapeake can move forward and pay the construction costs. If Chesapeake is unable to move forward with drilling activities, Mr. Hunn will be required to pay the development costs (road improvement and water line construction and installation) as part of his project. Recommendation City staff recommend the special exception to drill eleven gas wells be granted, subject to the following conditions: (1) Chesapeake is required to deposit $86,000 with the city by May 25 to pay for improvements to Bolen Road. (2) Chesapeake is required to deposit $175,000 with the city by June 8 to pay for building a water line to the development site (Case pad site). (3) Chesapeake has five years from the date the special exception is granted to drill the requested eleven wells. After the five year period, no additional permits will be granted for this site and any permits not yet requested for the eleven proposed wells will not be issued. (4) Chesapeake will conduct air sampling and testing at this pad site until the city selects and hires an air sampling consultant. Air sampling and testing shall be done during the following times at a minimum: once during drilling, once during fracking, and once after the well is in production. 3 (5) Sound walls must be installed on all four sides during drilling and fracking operations to minimize sound to H & O Die Supply, Public Storage, Mr. Hunn's property, and residences to the south. (6) City staff shall have the discretion and authority to determine any questions about the meaning, intent, implementation, or enforcement of these conditions. M A m EQUESTRIAN CENTER p SHIELD ENGINEERING GROUP, PLLC TEXAS REGISTERED ENGINEERING FIRM F -11039 LAYOUT P.O. Box 470636 Fort Worth, Texos 76147 KENNEDALE, TX 817.810.0696 STAFF REPORT TO THE BOARD OF ADJUSTMENT DATE: April 29, 2011 AGENDA ITEM No: III SUBJECT: Minutes from February and April 2011 meetings ORIGINATED BY: Rachel Roberts, Planner and Board of Adjustment Secretary Following this page are the draft minutes from the February and April 2011 meetings for your review and consideration for approval. STAFF REPORT TO THE BOARD OF ADJUSTMENT DATE: April 29, 2011 AGENDA ITEM: IV SUBJECT: Update on Citv Proiects ORIGINATED BY: Rachel Roberts, Planner and Board of Adjustment Secretary At the upcoming meeting, staff will provide an update on recent city projects. Recommendation City staff recommend the special exception to drill eleven gas wells be granted, subject to the following conditions: (1) Chesapeake is required to deposit $86,000 with the city by May 10 to pay for improvements to Bolen Road. (2) Chesapeake is required to deposit $175,000 with the city by June 8 to pay for building a water line to the development site (Case pad site). (3) Chesapeake will conduct air sampling and testing at this pad site until the city selects and hires an air sampling consultant. Air sampling and testing shall be done during the following times at a minimum: once during drilling, once during fracking, and once after the well is in production. (4) Sound walls must be installed on all four sides during drilling and fracking operations to minimize sound to H & O Die Supply, Public Storage, Mr. Hunn's property, and residences to the south. (5) Chesapeake is required to work with DFW Midstream or other involved pipeline company or agent to screen pipeline operations at the site. (6) City staff shall have the discretion and authority to determine any questions about the meaning, intent, implementation, or enforcement of these conditions. p m EQUESTRIAN CENTER A SHIELD ENGINEERING GROUP, PLLC TEXAS REGISTERED ENGINEERING FIRM F -11039 LAYOUT P.O. Box 470636 Fort Worth, Texas 76147 KENNEDALE, TX 817.810.0696 CITY OF KENNEDALE SPEAKER REQUEST FORM WELCOME If you wish to address the Board of Adjustment (BOA), a Speaker's form must be filled out and given to the BOA Secretary prior to the start of the meeting. Please follow the suggestions listed below: 1. Please read and provide the required information in order that the Chairman may recognize you promptly at the appropriate time on the agenda. Please note that speakers may not comment on agenda items. 2. Please state your full name and address when you begin your remarks in order that the official minutes will record your appearance before the Board of Adjustments. 3. Please make sure that your comments are directed towards the Presiding Officer rather than Individual BOA members or Staff. All speakers must limit their comments to the subject matter as listed on their request and must refrain from using any profane language. THANK YOU FOR YOUR COOPERATION APPEARANCE BEFORE BOA COMMISSION DATE: ' NAME OF SPEAKER: ADDRESS: SUBJECT: c? c-:" HAS THIS SUBJECT BEEN DISCUSSED WITH ANY MEMBER OR ADMINSTRATIVE STAFF? AYES 1 NO IF YES, PLEASE LIST NAME AND DATE: t1 SPEAKING IN: (FAVOR) AGAINST Presentations are limited to three (3) minutes for individuals and six (6) minutes for group presentations if representing 10 or more individuals are present. Speakers must address their comments to the Presiding Officer rather than individual BOA members or Staff. All speakers must limit his /hers comments to the specific subject matter as noted above and must refrain from personal attacks towards any individual. CITY OF KENNEDALE SPEAKER REQUEST FORM WELCOME If you wish to address the Board of Adjustment (BOA), a Speaker's form must be filled out and given to the BOA Secretary prior to the start of the meeting. Please follow the suggestions listed below: 2 3. Please read and provide the required information in order that the Chairman may recognize you promptly at the appropriate time on the agenda. Please note that speakers may not comment on agenda items. Please state your full name and address when you begin your remarks in order that the official minutes will record your appearance before the Board of Adjustments. Please make sure that your comments are directed towards the Presiding Officer rather than Individual BOA members or Staff. All speakers must limit their comments to the subject matter as listed on their request and must refrain from using any profane language. THANK YOU FOR YOUR COOPERATION APPEARANCE BEFORE BOA COMMISSION DATE: k NAME OF SPEAKER:. ADDRESS. I 1,,��ti:a.t GF PHONE:'I SUBJECT: HAS THIS SUBJECT BEEN DISCUSSED WITH ANY MEMBER OR ADMINSTRATIVE STAFF? YES NO IF YES, PLEASE LIST NAME AND DATE: v SPEAKING IN: � FAVOR) AGAINST Presentations are limited to three (3) minutes for individuals and six (6) minutes for group presentations if representing 10 or more individuals are present. Speakers must address their comments to the Presiding Officer rather than individual BOA members or Staff. All speakers must limit his /hers comments to the specific subject matter as noted above and must refrain from personal attacks towards any individual. Recommendation City staff recommend the special exception to drill eleven gas wells be granted, subject to the following conditions: (1) Chesapeake is required to deposit $86,000 with the city by May 10 to pay for improvements to Bolen Road. (2) Chesapeake is required to deposit $175,000 with the city by June 8 to pay for building a water line to the development site (Case pad site). (3) Chesapeake will conduct air sampling and testing at this pad site until the city selects and hires an air sampling consultant. Air sampling and testing shall be done during the following times at a minimum: once during drilling, once during fracking, and once after the well is in production. (4) Sound walls must be installed on all four sides during drilling and fracking operations to minimize sound to H & O Die Supply, Public Storage, Mr. Hunn's property, and residences to the south. (5) Chesapeake is required to work with DFW Midstream or other involved pipeline company or agent to screen pipeline operations at the site. 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NAME: ADDRESS: ZIP PHONE NUMBER: f °° f ' ✓ J Pf 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING K-16 R ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: D MYSELF [J THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: },Wj SIGNATURE:...... DATE:_ / ? r/ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: q ADDRESS: PHONE NUMBER: `a 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. O NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING KITOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: 'i,:. ❑ THE FOLLOWING PERSONS, SIGNATURE:, DATE: ` i_ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. y / 1. NAME: ' t ADDRESS:CO ZIP PHONE NUMBER:' 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. 0 DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING E FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ®'` MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE4 ,$,a. %' t_ Cam. DATE:_' BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: 7 \� 4-cL ZIP 'a U C) 5 PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. R/DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE P�TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING R/FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: LY MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: A_, L L v %� DATE: � BOA CASE # 11-02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN-IN FORM BOA 11-02 to consider and receive comments on a request for a Special Exception to City Code Section 17-426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1-3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: PHONE NUMBER: 2. 1 HEREBY ❑ WISH TO ADDRESS THE COMMISSION. El I DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. 1 AM REGISTERING FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: I®'` MYSELF B/THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE:- BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: ,Al�x PHONE NUMBER: < l _ZIP, t r a _ 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. XDO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD L TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE:_,-, F BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ;!V \� Iv1:CZ._ i0.� C%S)_L`i ADDRESS: �`� (1 K /1( L (1 a ZIP PHONE NUMBER: � � � ' 5 J � V 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERINGXFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES GROUPS: 5. THEIR BUSINESS ADDRESS IS: � n SIGNATURE: � _ DATE: 3! J o Y '�O I I BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME:�KF' ADDRESS: as y' ZIP PHONE NUMBER: " h ' ` 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ®"VO�NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING UXOI� ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: SELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: 1 � d ADDRESS: PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. b DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING`d:FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT:-'-U', MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: 31 SIGNATURE: ' 4 DATE:_ �' BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: ZIP PHONE NUMBER: i ';� 9 3r 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. 0DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING KFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN I. 4. IN REGISTERING, I REPRESENT: ®" MYSELF 1941'4E FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE- y� - 6 &- - - /_� DATE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: /^ z , PHONE NUMBER:' 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMNIISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. :3..- 3. I AM REGISTERING OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: (3 3 g SIGNATURE. t� �w r.� DATE:_ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME:`' ADDRESS: 110-2 � R� W n 41) ZIP -) d �) C" U PHONE NUMBER: d l .7 �- 'Z -_2 2 G) 2 <2- 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ° l�1 DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. B 3. I AM REGISTERING `( FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: f L Y F ( { `(� DATE:_ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME:] ADDRESS:j` PHONE NUMBER:` 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD L TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING X OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE.v ��} ,a . _ DATE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. PHONE NUMBER: 00 1 _ °7 9 Y-7 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. O- NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERIN OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: '-00 MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES" O GROUPS: 5. THEIR BUSINESS ADDRESS IS: r,. SIGNA�F�, .,, DATE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: e - t Ki c 1— I ADDRESS: C,1 U4 ` N C. o yL/k J G Itj ("-,To �j I �C ZIP DO PHONE NUMBER: 2. I HEREBY �❑�WISH TO ADDRESS THE COMMISSION. L�' DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE dOR TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ❑ AGAINST THE SPECIAL EXCEPTIOIN .i 4. IN REGISTERING, I REPRESENT: MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DAT 'S I c �� r BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: Av � +o ► - 7 PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. 0-1�6 NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TOO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: E4-4S-ELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE: ` BOA CASE # 11-02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN-IN FORM BOA 11-02 to consider and receive comments on a request for a Special Exception to City Code Section 17-426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1-3, Block A, George Case Addition, Tarrant County. 1. NAME: iu Vf� ADDRESS: ZIP PHONE NUMBER: 2. 1 HEREBY ❑ WISH TO ADDRESS THE COMMISSION. _NODO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. 1 AM REGISTERING dOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: z. SIGNATURE: DATE:- BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: C L'\0\VV.o_S cooner ADDRESS: Nq T (d er' inQ -`; Eo%,Pd, a L—vip PHONE NUMBER: 1 �� M 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERIN(�<FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT:>�CMYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: DATE. SIGNATURE: v `"� > _ �/ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: J / M SIM ADDRESS: C�• x� X © �� ( ow „ ,f �� %��s !C-4- z/t ZIP PHONE NUMBER: % _3 57 a 2. I HEREBY [ WISH TO ADDRESS THE COMMISSION. 'DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD '� LAKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING M FOR El AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: T/MYSELF D THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: r- f 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: ZL,- i✓ DATE: �� CITY OF KENNEDALE SPEAKER REQUEST FORM WELCOME If you wish to address the Board of Adjustment (BOA), a Speaker's form must be filled out and given to the BOA Secretary prior to the start of the meeting. Please follow the suggestions listed below: 1. Please read and provide the required information in order that the Chairman may recognize you promptly at the appropriate time on the agenda. Please note that speakers may not comment on agenda items. 2. Please state your full name and address when you begin your remarks in order that the official minutes will record your appearance before the Board of Adjustments. 3. Please make sure that your comments are directed towards the Presiding Officer rather than Individual BOA members or Staff. All speakers must limit their comments to the subject matter as listed on their request and must refrain from using any profane language. THANK YOU FOR YOUR COOPERATION APPEARANCE BEFORE BOA COMMISSION DATE: ~ n J 1 NAME OF SPEAKER: ! M,z ADDRESS: l' D B &X La n! L (�, _PHONE: � -7 3 6 0 96 7 � SUBJECT:�R HAS THIS SUBJECT BEEN DISCUSSED WITH ANY MEMBER OR ADMINSTRATIVE STAFF? YES IF YES, PLEASE LIST NAME AND DATE: SPEAKING IN: FAVOR AGAINST Presentations are limited to three (3) minutes for individuals and six (6) minutes for group presentations if representing 10 or more individuals are present. Speakers must address their comments to the Presiding Officer rather than individual BOA members or Staff. All speakers must limit his /hers comments to the specific subject matter as noted above and must refrain from personal attacks towards any individual. BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -126 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1, NAME: �, t ADDRESS: 1 1 C� L/J/� c r ZIP 16 () el) - PHONE NUMBER: L� �4 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3, I AM REGISTERING FOR 0 AGAINST THE SPECIAL EXCEPTIOIN C-'� ( <j2 r� ,} 4. IN REGISTERING, I REPRESENT: XMYSELF 0 THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: � �. _� `,`-DATE: ''% % �C) /% Hunn Comments Re: BOA 11 -02 (to consider and receive comments on a request for a Special Exception to City Code Section 17-426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. ) Request to be read at BOA Meeting May 3, 2011: The Hunns and Chesapeake have reached an agreement on the subject well site with terms agreed and outlined in Chesapeake letter executed May 3, 2011 "Chesapeake Case Site Permit Application" signed by Jeff Scoggins (Chesapeake) and the Hunns. With these terms we support the Case pad site and have signed a waiver granting our permission to drill one or more gas wells closer than 600 feet of our property line. We encourage the BOA to permit and vote favorably for the special exception, a solution which we feel is for the betterment of the City of Kennedate and its citizens. BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. I 1. NAME:' .., ADDRESS: V4 VAZ e A, a pr t tom. PHONE NUMBER: 2. I HEREBY FA WISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING #OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: a MYSELF 0 THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS SIGNATURE: d DATE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE r ' PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for eleven wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. x)4 0 1. NAME: pL C f arP L 3D A,�c � �C ADDRESS: CJ ZIP PHONE NUMBER: CA 3a - I <65 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING OOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT:'( MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: `TU "' DATE: April 1, 2011 Tiesa R. Leggett Public Affairs Representative Re: Board of Adjustment special exception permit for Bogi padsite Dear Ms. Roberts: At the request of the Board of Adjustment and per the recommendation from City staff, Chesapeake held a Bogi padsite community meeting on March 7, 2011 at the Kennedale community center in order to address the concerns of the citizens at one time. Chesapeake management from operations, land, public affairs, plus environmental health and safety, were all on hand to answer questions from the residents living on Elmbrook. On March 21, 2011, Chesapeake invited the Elmbrook leadership along with the City of Kennedale Staff, to attend a working group meeting at Chesapeake Plaza in downtown Fort Worth. On April 1, 2011, our sound consultant Justin Wilson of Wilson's Acoustics, met with residents who still had questions one -on -one at Kennedale City Hall to discuss the calibration of the sound meters, software operations and sound monitoring. The outcome is that the majority of the residents, who attended the meeting at the community center, were favorable of seeing their minerals produced. It is our belief that all issues have been aired and reasonably addressed. Chesapeake has gone above and beyond by having three consecutive meetings, along with a variety of communication between the same residents and us. These are valid examples of our willingness to communicate specifically with those who have concerns. Chesapeake Energy prides itself on the true concern for the welfare of our employees, neighbors and a dedication to the enhancement of the quality of life in those communities where we live, work and leisure. Therefore, we will continue to have open lines of communication between the Steeplechase residents and surrounding communities in which we operate. Thank you for considering approval for the Bogi padsite. Sincerely, Tiesa R. Leggett Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 main 817.502.5000 • direct 817.502.5641 • Tiesa.Leggett @chk.com Tiesa R. Leggett Public Affairs Representative Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 main 817.502.5000 • direct 817.502.5641 • Tiesa.Leggett@chk.com Dusty Anderson Manager —Field Permitting April 1, 2011 City of Kennedale 405 Municipal Drive Kennedale, TX 76060 Attn: Ms. Rachel Roberts City Planner Re: Tiger I Fl, 2H, City of Kennedale, TX, Special Exception Dear Ms. Roberts: Chesapeake Operating, Inc. respectfully submits the attached items as additions to the "Application for a Special Exception" for the Tiger 1 H, 2H the surface to be located within the city limits of Kennedale, Texas. certify that I have prepared this application and that the work will be done in accordance with the provisions of the laws of the State of Texas, the ordinances of the City of Kennedale, and the rules and regulations of the City of Kennedale. Best Regards, Dusty Anderson Chesapeake Energy Corporation 100 Energy Way e Fort Worth, TX 76102 Direct: 817.502.5645 ^ Fax 817.945.5645 ^ dusty.anderson @chk.com APPLICATION FOR SPECIAL EXCEPTION Applicant: Name Chesapeake Operating, Inc. Work Phone 405- 848 -8000 Home Mailing Address P. O. Box 18496 Oklahoma City, OK 73154 -0496 Name Bowerman Oil & Gas, Inc. Work Phone 817- 336 -3300 Home Mailing Address 6300 Ridglea Place Ste. 920 Properly Location 205 North Joplin Road Legal Description Ben Joplin Survey A -866 Tract 313 Note: Attach metes and bounds description if property is not platted. Gas Well Drilling Zoning District Single Family Describe Special Exception requested: Permit a previous application or appeal been filed on this property? Yes X No Date: 2/5/2010 Identify any requirements of Section 17 -422, Kennedale City Code that cannot be met. Give reason (s) why the requirement (s) cannot be met. Use back of this form if additional space is needed. P ,,J� 44ff-% I declare that the above is true and correct. 10/25/2010 Signature of Applicant Indicate any potential injurious affect on the public health, safety, or welfare. Date Indicate if the uses, values or enjoyment of other property in the neighborhood would be impaired or diminished by the proposed use Will the proposed use: impede normal and orderly development? include adequate utilities, access roads, drainage and o' necessary site improvements? provide ingress or egress so as to minimize traffic congestion in public streets? conform to all applicable area, yard, height, lot coverage, building size and exterior requirements and parking space regulations of district in which it is located? Comments Recommendation Approva If disapproval give reason: Administrato If you are seeking a special exception to the zoning ordinance we need the following information to process the application: The permitted exceptions for seeking a Special Exception are uses not allowed in the district for which you are seeking the following; ® Masonry requirements. ® Signage. ® Landscaping. 1. Is this a use not allowed in the district you are seeking? Yes or No 2. Is this a remodel of an existing structure? Yes or No 3. Is this new construction? Yes or No 4. Please explain the reason and circumstances for the Special Exception requested. Exception is being requested in order to drill a gas well. Name: Dusty Anderson, Chesapeake Operating, Inc Phone # (817)502 -5645 Date: 10/25/2010 (1) That the establishment, maintenance, or operation of the use will not be materially detrimental to or endanger the public health, safety, morals, or general welfare; Chesapeake Energy is committed to be a good environmental steward and to employ best practices in order to protect our community. Natural gas is not flowing during drilling making the odds of an offsite incident slim to none. In the Barnett Shale and throughout Texas, there have been no reported resident or bystander injuries as a result of a natural gas well site incident. Once a well is completed, pressure release valves are built into these systems to allow for the safe and controlled release of pressure, when needed. Because natural gas is lighter than air, any released gas rises into the atmosphere and quickly dissipates, posing no harm to surrounding residents. It is only when a gas leak is confined within a structure where it cannot escape, such as a house, that there is a cause for concern. Chesapeake eliminates ignition sources at natural gas well sites by using appropriate combustion -proof electronic equipment and lightning arrestors. (Please reference Range Resource Article) (2) That the uses, values, and enjoyment of other property in the neighborhood for purposes already permitted shall be in no foreseeable manner substantially impaired or diminished by the establishment, maintenance, or operation of the uses; The properties in close proximity are zoned Single Family Residential (R3). The site contains a fresh water pond and an existing drill site with 8 wells permitted, some of these wells are already in production. The property also has natural features (existing creek and vegetation) buffering the drill site from its eastern neighbors. Improvements were made to the site in 2010 with the installation of pad perimeter and entry landscaping, irrigation system, an 8 foot permanent screening wall, and an asphalt overlay added to the access road. While operational activities continue onsite, these improvements provide a more finished drill site appearance for the community. The City ordinance established a minimum wellhead setback of 600ft from protected uses to help ensure the use, value, and enjoyment of other nearby properties will co -exist with the drill site. Even though many neighbors signed waivers allowing the drill site closer to their residential home, the 600ft setbacks have been maintained. Chesapeake Energy is committed to be a good neighbor to surrounding businesses and residents and will implement state -of- the -art sound mitigation techniques to minimize sound emitted by drilling activities. As well as, directional lighting, dust mitigation, exceptional safety standards and controlled truck traffic. (3) That the establishment of the use will not significantly impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; As mentioned above, the surrounding properties are zoned residential. Gas drilling sites are common in both rural and urban areas requiring only a small footprint of land to operate. This leaves more usable area for potential developments in the future. The property owner has spent many hours to improve the remaining property for his family's enjoyment as well and is currently building a weekend home onsite. Chesapeake Energy is committed to be a good neighbor to surrounding businesses and residents and will work to promote urban development. (4) That adequate utilities, access roads, drainage, and other necessary site improvements have been or are being provided; Chesapeake Energy has fully vetted the location of this drillsite and has provided engineering plans that show adequate improvements are in place to accommodate needs for a gas drill site. (5) That adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets; and Chesapeake Energy has expert field engineers that research transportation routes and chooses a route that is safe for our truck drivers and passerby vehicles, provides proper ingress and egress to the site, meets TxDOT requirements for height and load restrictions, and minimizes traffic congestion on public streets. Being an existing site, we are proposing to continue using the previously approved transportation route and have additional signage posted for our truck drivers. (6) That the use shall conform to all applicable area, yard, height, lot coverage, building size, and exterior requirements and parking space regulations of the district in which it is located. Gas drilling pad sites are not permanent structures and therefore these requirements are generally not applicable to our sites. However, Chesapeake Energy has provided engineering plans showing existing improvements such as an 8 foot permanent screening wall, concrete drive approach and landscaping design. In addition, the pad site is sized to accommodate parking associated with normal site activities. Tentative Bogi Activity Timeline ® Completed flowback operations for Bogi 3H -5H and Lilly 3H in mid - February On March 13th a completion rig moved on -site for these 4 wells and has already been removed Sound walls to be removed on or around mid -April ® If special exception is approved at April 5th BOA meeting, and Tiger 1 H -2H well permits are granted, we anticipate drilling both wells back - to -back starting in July 2011 We do not have a timeframe for fracing these 2 wells at this time o Will update Staff and community when a date is defined ® Estimate the wells will be fractured within 1 -2 months after drilling is completed around August or September ELIZABETH A. JONES, CHAIRbfiiN! LINDIL C. FOWLER, JR., GENERAL COUNSEL MICHAEL L. WILLIAMS, CObfAfISSIONER _ COLIN K. LINEBERRY, DIRECTOR DAVID PORTER, COMMISSIONER HEARINGS SECTION LROAD COMMISSION OF TExAs OFFICE OF GENERAL COUNSEL Heard by: Donna K. Chandler, Technical Examiner Gene Montes, Hearings Examiner Appearances: Representing: David Jackson Range Production Company Stephen Ravel John Riley Andrew Sims Mike Middlebrook Norman Warpinski John McBeath Mark McCaffrey Keith Wheeler Charles Kreitler Alan Kornacki Chris Hosek David Poole David Cooney Railroad Commission staff Barry Hageman Enervest Operating Co, LLC Bill Stevens Texas Alliance of Energy Producers 1701 NORTH CONGRESS AVENUE * POST OFFICE BOX 12967 * AUSTIN, TEXAS 78711 -2967 * PHONE: 512/463 -6924 FAX; 512/463 -6989 TDD 800 - 735 -2989 ORTDY 512- 463 -7284 AN EQUAL OPPORTUNITY EMPLOYER http: / /www.rrc.state.tx.us OIL AND GAS DOCKET NO. 713- 0268629 Procedural history: Notice of Hearing: Hearing held: Transcript date: Record Closed: PFD issued: Revised PFD issued: December 8, 2010 January 19 -20, 2011 January 24, 2011 February 17, 2011 March 7, 2011 March 11, 2011 STATEMENT OF THE CASE This hearing was called by the Railroad Commission of Texas ( "RRC ") to determine whether the Butler Unit Well No. 1 H ( "Butler well ") or the Teal Unit Well No, 1 H ( "Teal well "), both horizontal drainhole wells operated by Range Production Company ( "Range ") and producing from the Newark, East (Barnett Shale) Field, are causing or contributing to the contamination of certain domestic water wells in Parker County, The Notice of Hearing specifically states: "...the Commission will considerthe extent and causation of and responsibility for, any contamination that may have occurred, or which is likely to occur, in domestic water wells in the area of the Range Production Company Butler Unit, Well No. 1 H (RRC No. 253732) and the Teal Unit, Well No. 1 H (RRC No. 253779), and, more particularly, whether the operation of these wells has caused or contributed, or may cause or contribute, to any such contamination. The Commission may also consider whether there is any alternative cause or contributor to any contamination that may have occurred." The RRC has had an ongoing investigation into the cause of gas being produced in the domestic water wells since August 2010. In October 2010, the Environmental Production Agency ( "EPA ") began its own investigation into the cause of the contamination of the wells, and on December 7, 2010, the EPA issued an Emergency Administrative Order to Range. (See Attachment A, Range Exhibit No. 5). In the order, the EPA concluded that, "[Range] caused or contributed to the endangerment identified herein [inter alia, benzene and methane in two nearby domestic water wells.]" (See Attachment A, Conclusion of Law No. 46). The Order further described to Range "...., the action you must take to ensure the Butler Unit and Teal Unit production facilities pose no imminent and substantial endangerment to public health through methane contamination of an underground source of drinking water." OIL AND CAS DOCKET NO. 713- 0268629 Page 3 The Notice of this hearing was sent to Range, the owners of the two domestic water wells at issue and to three EPA officials. The Notice stated "The Commission encourages the participation of EPA in the hearing and presentation by EPA of evidence in its possession supporting the findings of fact and conclusions of law in the Emergency Administrative Order." Range appeared at the RRC hearing and presented evidence in support of its position that the operations of its Teal well and Butler well are not contributing to the production of methane in domestic water wells. RRC staff appeared at the hearing and cross - examined Range's witnesses. Staff presented an exhibit summarizing the RRC's investigations in this matter, beginning August 6, 2010. (See Attachment B, Staff Exhibit 1). There was no appearance at the hearing by any representative of the EPA or by owners of the water wells identified as contaminated. DISCUSSION OF THE EVIDENCE Background In August 2010, Mr. Steven Lipsky complained to the Abilene District Office of the RRC that his domestic water well contained natural gas. On August 17, 2010, the RRC collected water samples from the Lipsky well for analysis. On August 26, 2010, the RRC collected gas samples from the Lipsky well for analysis. At approximately the same time, the RRC requested Range to provide a gas analysis from both the bradenhead (the space between the surface casing and the production casing of the well) and from the production tubing of its Butler well.' The RRC further requested that Range test the mechanical integrity of the casing of its Butler well. The Butler well is the nearest producing well to the Lipskywell. The path of the Butler well comes within a horizontal distance of approximately 450 feet of the location of the Lipsky water well, but at that point, the Butler wellbore is more than 5,000 feet deeper than the Lipsky water well. In a memo dated September 22, 2010, the RRC Abilene District Office staff stated "Each of the gas samples taken, the Lipsky water well, the Butler Unit production and the Butler Unit bradenhead gas had distinct characteristics from each of the others." Range conducted the requested production casing integrity test on its Butler No. 1 on October 14, 2010. The test, which was witnessed by RRC personnel, indicated no communication between the surface casing, production casing, or production tubing. ' The Butler well is a horizontal drainhole well producing from the Newark, East (Barnett Shale) Field at a depth of approximately 5,700 feet. OIL AND GAS DOCKET NO. 713- 0268629 Page 4 On October 26, 2010, the EPA collected the following samples for its investigation: 1. water and gas samples from the Lipsky water well; 2. a water sample from the Rick Hayley domestic water well storage tank; 3. gas and water samples from the tubing of the Butler well; and 4. gas sample from the tubing of the Teal Unit Well No. 1 H.2 The horizontal portions of the Teal well and Butler well are approximately 1,000 feet apart and the wells are drilled from the same surface location. The Rick Hayley domestic water well is on property adjacent to the Lipsky property to the north and is a horizontal distance of approximately 300 feet from the path of the Butler well. However, at that point, the Butler well is more than 5,000 feet deeper than the Hayley water well, (See Attachment C, portion of Range Exhibit No. 30). In a letter dated December 3, 2010, Range notified John Tintera, Executive Director of the RRC, that Range would continue to work with the RRC to demonstrate that both the Teal well and the Butler well were in compliance with all RRC regulations. In the same letter, Range offered to collect soil samples to investigate the possible source of gas production in the Lipsky well, provide gas monitoring equipment and alternative water sources to Mr. Lipsky, and install monitoring wells as directed by the RRC. The letter further indicated that Range's initial analyses indicated that the gas produced in the Lipsky waterwell had a different constituent analysis than gas from both the Butlerwell production tubing and from the Butler well bradenhead. On December 7, 2010, the EPA issued an Emergency Administrative Order ( "EAO ") to Range. On December 8, 2010, the RRC issued its Notice of Hearing in this docket. Range Operations Michael Middlebrook, Vice President of Operations for the Barnett Shale and Northeast Marcellus Shale for Range, testified regarding Range's operations in the area, specifically concerning the Teal and Butler wells. The Teal well was drilled beginning in March 2009 and the Butler well was drilled beginning in June 2009. Both wells were put on production in August 2009. The wells are drilled from the same surface location, which is approximately 2,300 feet southeast of the Lipsky water well. In August 2010, after Mr. Lipsky's complaint to the RRC about his water well, RRC staff inspected the Teal and Butler wells. Both wells were producing at the time of the inspection. The inspection revealed that the Teal well had no pressure on the bradenhead and the Butler well had 30 psi on the bradenhead. The pressure on the Butler well bled 2 The Teal Unit Well No. 1 H is another horizontal drainhole well producing from the Newark, East (Barnett Shale) and operated by Range. OIL AND GAS DOCKET NO. 713- 0268629 Page 5 down to 0 psi within 10 seconds.' Pressure on the bradenhead of a well is an indication that formations behind uncemented production casing are seeping fluid into the space behind the production casing. Range was requested to collect and analyze gas samples from the production tubing and from the bradenhead of the Butler well. The Butler well has surface casing set at 394 feet and cemented to surface. The well has production casing set from its total measured depth of 9,054 feet to surface, including a horizontal lateral approximately 3,300 feet in length. The top of cement behind the production casing is found in the vertical portion of the wellbore at approximately 4,850 feet, as verified by a cement bond log. There is no cement behind the production casing from a depth of 4,850 feet to surface. The gas sample taken from the tubing is therefore gas from the Barnett Shale producing interval. The gas sample taken from the bradenhead is gas from any formation open to the wellbore above 4,850 feet. Because of the pressure found on the bradenhead of the Butler well, the RRC requested Range to perform a pressure test on the well to confirm the integrity of the production casing. This test was performed on October 14, 2010 and was witnessed by RRC personnel: In order to perform the test, Range placed a packer on the tubing to isolate the tubing from the casing /tubing annulus. The well held 845 psi on the annulus between the tubing and casing for 30 minutes, while the tubing pressure held at 540 psig. The bradenhead pressure was 28 psi during the entire test. These pressures demonstrate that the casing in the well has integrity, i.e. that there are no pathways for gas to migrate from the production tubing to the annulus or from the tubing /casing annular space to the back side of the production casing. In late October, Range was contacted by the EPA, requesting that EPA be allowed to take gas samples from the Butler well. On October 26, 2010, the EPA collected a gas sample from the tubing of the Butler well. At the same time that the EPA was collecting its single sample, Range collected additional samples of gas from the Butler well tubing, the Butler bradenhead, and the Teal tubing. Because there was no bradenhead pressure on the Teal well, no gas sample could be collected from the bradenhead of that well at that time. Range also collected a sample of the gas that is being reinjected into the casing in both wells for gas lift purposes. Approximately 30 days after the EPA had collected its sample, Range was notified by phone of the EPA's position that the gas in the Lipsky water well was the same as Range's production gas. Range requested the EPA's gas sampling data, but the EPA did not provide the data. 3 More recently, the bradenhead pressure in the Butler well builds only to about 5 psi and bleeds down to 0 psi immediately, OIL AND GAS DOCKET NO. 713- 0268629 Geology and hydrogeology Page 6 Dr. Charles Kreitler was called by Range to testify regarding geology and aquifers in the area. The Trinity aquifer group (including the Paluxy, Glen Rose and Twin Mountains formations) is part of the Cretaceous system. In this area of Parker County, the Strawn, which is part of the Pennsylvanian system, directly underlies the Trinity. The base of the Cretaceous /top of Pennsylvanian varies from approximately 200 feet below surface (in the area of the Lipsky water well) to approximately 400 feet below surface (in the area of water wells approximately one mile to the east).4 The base of the Pennsylvanian /top of Mississippian in the area of the Butler/Teal wells is approximately 5,700 feet. The Barnett Shale is part of the Mississippian system. The Cretaceous dips to the southeast while the Pennsylvanian section dips to the west. An erosional unconformity exists which allows a natural communication between the Cretaceous and the Pennsylvanian. The Pennsylvanian contains hydrocarbons and salt water, while the Cretaceous section contains fresh water. The unconformity is verified by seismic data. In summary, the area from the surface to the base of Cretaceous (ranging from 200 feet to 400 feet below surface) contains fresh water. Immediately below this zone, from the base of the Cretaceous to about 5,700 feet is Pennsylvanian age rock containing natural gas, oil and saltwater. Below that, starting at a depth of approximately 5,700 feet, is Mississippian age rock that includes the gas- bearing Barnett Shale formation. A structure map of the area around the Butler well and Teal well was drawn based on 3 -D seismic data. There is no indication of faulting in the vicinity of the wells and therefore no pathway to communicate the Barnett Shale all the way up, over 5,000 feet vertically, to the Cretaceous. Most of the domestic water wells in the area are completed in the Twin Mountains. Some are completed in the shallower Paluxy. The two are separated by the Glen Rose aquitard, which retards the vertical movement of water between the Twin Mountains and Paluxy. The Twin Mountains is not a highly productive aquifer. As water wells are pumped, the water level in the Twin Mountains falls. Because the Twin Mountains is in communication with the Strawn due to the unconformity, gas and water from the Strawn can move to the Twin Mountains and mix. Water wells within 3,000 feet of the Butler/Teal surface location were sampled to determine methane concentration. Some homeowners did not allow their wells to be sampled. In the samples, methane concentrations ranged from non - detect to almost 3 4 This variance in the base of cretaceous is due to differences in ground level elevations. OIL AND GAS DOCKET NO. 7E- 0268629 Page 7 parts per million (ppm).' The Perdue water well had the highest methane concentrations, at 2.8 ppm. The Perdue well is the deepest water well in the area, extending about 100 feet into the Strawn. The Lipsky well had a methane concentration of 2.3 ppm, the second highest concentration found. The concentrations in the various water wells do not demonstrate any type of plume, which would be expected if the gas was from a single source. Instead, the concentrations in the wells vary randomly over the area. The water well samples also indicate variations in total dissolved solids from about 500 ppm to about 1,800 ppm. The normal range for total dissolved solids in the Trinity aquifer is 500 -700 ppm. Chlorides in the water well samples varied from 20 ppm to 535 ppm. The total dissolved solids and chloride concentrations vary randomly over the area, just as the methane concentrations. Range believes that the methane, total dissolved solids and chlorides are all indications of communication between the Twin Mountains aquifer and the higher salinity waters of the underlying Strawn. The United States Department of Interior ( "USDI "), Office of Surface Mining, advises that owners of waterwells with methane concentrations less than 10 ppm require no action other than periodic monitoring to make sure concentrations do not change. The USDI further advises that methane will not accumulate in the wellbore of a water well if it is properly vented to the air. The TCEQ requires that all public water supply wells be vented to prevent gas accumulations of any kind in the wellbores. Microseismic Analysis and Hydraulic Fracturing Norman Warpinski, the DirectorofTechnologyfor Pinnacle- Halliburton Service, was called to testify regarding microseismic data and hydraulic fracturing in the Barnett Shale. In order to produce hydrocarbons, tight rocks such as the Barnett Shale, must be hydraulically fractured, thereby creating pathways for hydrocarbons to move to the wellbore. Fracture stimulations are designed to keep the injected fluid within the productive formation. Fracturing is effective in the Barnett Shale because the Barnett Shale is overlain by the Marble Falls and underlain by either the Viola or Ellenburger, all of which are carbonate rocks effective in preventing growth of fractures out of the intended zone. Microseismic monitoring is used to monitorthe results of hydraulic fracturing. During the hydraulic fracturing process, microseisms occur as a result of rock fracturing. These microseisms emit seismic energy which can be detected in geophones which have been placed in nearbywells. By mapping the microseisms, the geometry, dimension and growth behavior of a fracture can be determined. 5 Some of the wells that indicated "non- detect" of methane were sampled at the outlet side of the treatment equipment and any gas which had been dissolved in the water would likely have already fallen out of solution. OIL AND GAS DOCKET NO. 713- 0268629 Page 8 Microseismic data is available for about 2,400 fracture stimulations in the Barnett Shale. In Parker County alone, data is available for more than 320 fracture stimulations. For the Parker County data, the greatest fracture height seen is about 400 feet, or to a vertical depth no higher than 4,500 feet. The separation between any drinking water source and the highest fracture height is more than 4,000 feet. Dr. Warpinski stated that it would be impossible to create a fracture height of such magnitude. Range believes that the microseismic data available for wells in Parker County confirm that hydraulic fracturing of Barnett Shale wells is not the cause of natural gas production in the Lipsky well or any other water well in the area. Geochemical Gas Fingerprinting Mark McCaffrey, Senior Technical Advisor of Fluid Services for Weatherford Laboratories, was called by Range to testify regarding the various gas analyses. Dr. McCaffrey presented results of geochemical gas fingerprinting which demonstrate that gas from the Lipsky water well does not match gas from the Barnett Shale, Dr. McCaffrey believes that the EPA's geochemical gas fingerprinting study is flawed because the EPA did not attempt to identify other potential sources of gas in the Lipsky well besides the Barnett Shale. Further, the geochemical parameter used in the EPA fingerprinting study was the methane carbon isotope. This parameter does not differentiate between Barnett Shale gas and gas from Pennsylvanian age rock such as the Strawn formation, but simply provides a determination that both gases are thermogenic. Gas found in the shallower Strawn formation would be expected to have similar carbon isotopic composition because the Barnett Shale is the source rock for all gas bearing zones in and above the Barnett Shale. Over geologic time, gas has migrated up from the Barnett Shale into other formations and it is not surprising that the gas samples collected by the EPA have similar methane isotopes and are both thermogenic. Dr. McCaffrey believes that the appropriate geochemical parameters to use in this case are nitrogen and carbon dioxide(CO2) . These two parameters are more useful when considering that the source of gas in the Lipsky well may be the Pennsylvanian age Strawn formation. Available publications provide data indicating that Pennsylvanian age reservoir gases typically have higher nitrogen and lower CO2 than Barnett Shale gas. For its fingerprinting study, Range used solution gas samples and headspace gas samples from 25 water wells within 3,000 feet of the surface location of the Butler and Teal wells. Solution gas is the gas which is dissolved in the water. Headspace gas is the gas above the water level in a well. Additionally, Range had samples from the Butler well tubing (Barnett Shale) gas, Butler well bradenhead gas, Teal well tubing and Teal well bradenhead. Range also had samples of gas being injected into both the Teal and Butler OIL AND GAS DOCKET NO. 713- 0268629 Page 9 wells. Elevated nitrogen concentrations were found in the headspace gas of the Lipsky well, indicating that the gas is derived from a Pennsylvanian reservoir, and not the Barnett Shale. The Butler bradenhead gas is approximately 50% nitrogen enriched Pennsylvanian gas and 50% microbial gas. The Teal bradenhead sample was found to be almost entirely microbial. Neither bradenhead gas sample contained Barnett Shale gas. Further, Barnett Shale gas contains no microbial gas, as was found in the two bradenhead samples. If Barnett Shale gaswere migrating upwards and communicating to shallowerzones, some component of Barnett Shale gas would have been present in the bradenhead samples of the Teal and Butler wells. Further, the gas found in most of the water well samples has differing degrees of biodegradation, indicating that gas had seeped into the aquifer over geologic time, and not in a single event. Petroleum Engineering John McBeath, consulting petroleum engineer, was called by Range to testify regarding the history of gas in water wells and about the mechanical integrity of Range's wells. He also testified as to the extent of Range's investigation into the reason gas is found in the Lipsky well, as requested by the RRC. ( Gas production from water wells is not uncommon in this area, and has occurred for many years prior to Barnett Shale gas development. In October 2005, a water well was drilled on the Hurst property, slightly less than 900 feet west of the Lipsky well. The Hurst water well was drilled to a depth of 180 feet and flowed sufficient gas such that the well was flared when initially completed. The gas in the well depleted after a few months and the well is now used as an irrigation supply well. In 2007, a water well was drilled on the Oujesky property to a depth of 220 feet. This well, approximately 750 feet north of the Lipsky well, also flowed gas for a couple of months. The Lake Country Acres public water supply had five wells, the earliest drilled in 1995. These water supply wells are approximately 7,000 feet to the east of the Lipsky well. One of the wells, the No. 4, flowed 122 MCF (thousand cubic feet) of gas per day and was plugged shortly after drilling in 2003. The storage tanks for the remaining four Lake Country Acres water supply are aerated to de -gas the water and signs around the tanks warn of flammable gas. The Lipsky well was drilled in 2005 to a depth of 200 feet, which Range estimates is within 25 feet of the base of the Cretaceous. According the Lipsky's deposition, there were no problems with his water well until August 2010 when the output from the well decreased. Lipsky had the pump in the well replaced with a smaller pump in an effort to prevent the water level from falling below the pump. The decreased output from the well continued. Range notes that Mr. Lipsky's home on the property was completed in early 2010, a very large home with extensive landscaping and a swimming pool, likely resulting in an increase in water consumption by Lipsky. Range believes the increased water OIL AND GAS DOCKET NO. 76- 0268629 Page 10 consumption by Lipsky, in combination with increased development in the subdivision, may have drawn down water levels in area water wells such that gas could be drawn in from the Strawn formation. Prior to the drilling of the Teal and Butler wells in 2009, there is significant evidence of shallow gas production within a 21/z mile radius of the wells. The Strawn formation directly underlies the Cretaceous formation, which is the aquifer in the area. Water well records indicate that numerous water wells penetrated the Strawn formation, while numerous others are completed within 25 feet of the top of the Strawn. In addition to gas produced in the numerous water wells, several gas wells were completed in the Center Mills (Strawn) Field approximately one mile to the southeast of the Butler and Teal wells. These wells produced gas in the mid- 1980's from the Strawn, with depths ranging from 358 feet to 426 feet. The Lake Country Acres water supply wells are drilled to depths ranging from 385 feet to 420 feet. Range identified 74 oil /gas wells within 2'/2 miles of the surface location of the Butler and Teal wells, some of which are abandoned locations which were permitted but never drilled. Range studied the available drilling, completion and plugging records for the wells and found that 11 wells have potential to communicate to freshwater zones due to inadequate surface casing or improper plugging. However, the closest of the 11 wellbores is about one mile away in the area of the Center Mills (Strawn) Field. Range does not believe that any of the 11 wells have any connection to the Lipsky well problem, but Range cannot rule out the possibility that any of the 11 wells may have contributed to gas production in water wells in other areas, such as the Lake Country Acres water supply wells. Eight of the 11 wells are within about' /2 miles of the Lake Country Acres water wells. The surface casing for the Butler well is set at 394 feet and the surface casing for the Teal well is set at 409 feet. The surface casing on the Butler well was tested to 1,500 psi and the surface casing on the Teal was tested to 1,200 psi. The Texas Commission on Environmental Quality ( "TCEQ ") recommends that the interval from land surface to 20 feet below the base of the Cretaceous be protected, with the Cretaceous estimated to occur at 175 feet. Surface casing on both wells exceed the requirements of the TCEQ. Range's experience in the area is that the Cretaceous generally extends to approximately 320 feet. The top of cement behind the production casing in the Butler No. 1 is 4,580 feet, based on a cement bond log. The production casing was pressure tested to 845 psig on October 15, 2010. The top of cement behind the production casing in the Teal No. 1 is 4,810 feet, also verified by a cement bond log. The production casing in the Teal No. 1 was pressure tested on December 28, 2010 to 705 psig. The production casings in both wells have mechanical integrity to prevent migration of Barnett Shale gas behind pipe. OIL AND GAS DOCKET NO. 713- 026$629 Groundwater Investigation Keith Wheeler was called by Range to testify regarding the groundwater investigation performed by Range per the RRC's December 16, 2010 letter to Range. In late December, ambient air samples were collected from different sources near the area water wells, such as near the wellhead or in the pump house. A headspace gas sample and a water sample was taken from each of the water wells. Additionally, 117 soil gas samples were collected from around the water wells. The highest measured concentration found in any of the ambient air samples was 6 ppm for ethane, 13.9 ppm for methane, and 61 ppm for propane. The lower explosive limit is 30,000 ppm for ethane, 50,000 ppm for methane, and 21,000 ppm for propane. These ambient air samples indicate insignificant potential for any fire or explosion. Each of the 25 water samples was field tested at the time of sampling for temperature, specific conductance, dissolved oxygen, pH, oxidation reduction potential and turbidity. Each sample was then sent to a lab for testing of more than 135 constituents. The constituents include 108 volatile organic compounds (VOC). Of this 108, 16 were detected in at least one of the water wells. However, no sample contained a level in excess of the Texas Risk Reduction Program Protective Concentration Level (PCL) established by the TCEQ. The PCL is the value at which the analyte does not present an unacceptable risk to human health. RCRA metals barium, chromium, and lead were detected in at least one water sample, but no sample had a level exceeding the PCL. Dissolved butane, ethane, isobutane, methane or propane was found in at least one water sample. However, there are no established PCL for these dissolved gases because they are not toxic for ingestion of groundwater. Three other analytes (chloride, sulfate and total dissolved solids) were detected in all samples, but there are no established PCL for these analytes. In some wells, the concentrations of these three analytes exceeded the Secondary Maximum Contaminant Levels (SMCL) for drinking water in the State of Texas, as established by TCEQ pursuant to the EPA standards for the Safe Drinking Water Act. However, the presence of these three analytes indicates the aesthetic quality of the water such as odor and taste, and does not indicate risks to human health. Soil gas samples were collected from 117 locations around the domestic water wells in the area of the Lipsky well. The samples were retrieved from depths between 1 and 3 feet below surface. Each gas sample was tested for presence of methane, ethane, propane and butane. The highest concentration of any of these gases was less than 0.2% of the lower explosive limit for each gas. As in the other analyses, the concentrations were randomly distributed over the area, with no indication of any single source. OIL AND GAS DOCKET NO. 713- 0268629 Page 12 The examiners find that Range's evidence clearly demonstrates that its drilling and operations of the Teal and Butler wells have not contributed to contamination of any domestic water wells. The examiners further find that the most likely source of gas in the Lipsky well and other domestic water wells in the area is the shallow Strawn formation. Most of the domestic water wells in this area are completed in the Twin Mountains formation within the Cretaceous. The Cretaceous and the underlying Pennsylvanian are in direct communication as a result of an erosional unconformity between the two systems of rock. The Strawn is the shallowest formation within the Pennsylvanian. The Strawn is found at a depth of about 200 feet below surface in the area of the Lipsky water well and at a depth of approximately 400 feet below surface in the Lake Country Acres water supply wells about one mile to the west. Water wells records.show that some water wells in the area were actually drilled into the Strawn formation. Additionally, there was gas production in the mid- 1980's from the shallow Strawn formation in the Center Mills (Strawn) Field, with gas production from depths of less than 400 feet below surface. Domestic water wells in the area of the Lipsky water well have contained methane gas for many years. The nearby Hurst water well produced sufficient gas to flare when it was initially completed in 2005. The Oujesky well also produced gas for a couple of months just after completion in 2007. One water well in the Lake Country Acres water supply produced 122 MCF of gas per day upon completion, so much gas that it had to be abandoned as a water supply well. All of these wells were drilled prior to the drilling of both the Butler and Teal wells by Range in 2009. The EPA's investigation compared gas produced from the tubing of the Butler well (Barnett Shale gas) to gas found in the Lipsky water well. The methane carbon isotope fingerprint analysis of the gases were found to be very similar and both gases were determined to be thermogenic. Range demonstrated that use of the methane carbon isotope in the EPA analysis was inappropriate because the Barnett Shale is the source rock for all gas bearing zones above the Barnett Shale, including the much shallower Strawn formation. All gas produced from the same source rock would be expected to have a similar methane carbon isotope.. The EPA did not attempt to identify any other potential source of the gas produced from the Lipsky well. Range further showed the appropriate geochemical parameters to use for fingerprinting in this case are nitrogen and carbon dioxide. Published literature confirms that Pennsylvanian age gases, including the Strawn, have higher nitrogen and lower carbon dioxide than Barnett Shale gas. For its gas fingerprinting analysis, Range collected samples of headspace gas and solution gas from 25 water wells within 3,000 feet of the surface location of the Butler/Teal wells. Range also collected samples from the tubing of the Butler well, tubing of the Teal OIL AND GAS DOCKET NO. 713- 0268629 Page 13 well, bradenhead of the Butler well, bradenhead of the Teal well, and injection gas used in both the Teal and Butler wells. The fingerprinting analyses performed by Range demonstrates that gas found in the Lipsky water well and other water wells had elevated nitrogen concentrations, indicating Pennsylvanian gas, not Barnett Shale gas. Additionally, gas produced from the Barnett Shale in the Butler and Teal wells contained no microbial gas, but the bradenhead samples from each well did contain microbial gas. These differentials confirm that the Barnett Shale is not in communication with any other zone, including the much shallower Strawn. In addition to the fingerprinting analysis, additional testing for the presence of 135 constituents was performed on water samples from the 25 water wells. The constituents include 108 volatile organic compounds. No sample contained a level in excess of the Texas Risk Reduction Program Protective Concentration Level (PCL) established by the TCEQ. The PCL is the value at which the analyte does not present an unacceptable risk to human health. The water samples were also tested for eight RCRA metals. Three of these metals, barium, chromium, and lead, were detected in at least one water sample, but no sample had a level exceeding the PCL. Dissolved butane, ethane, isobutane, methane or propane was found in at least one water sample, but these gases are not toxic for ingestion of groundwater and there are no established PCL for these gases. Three other analytes (chloride, sulfate and total dissolved solids) were detected in all samples and some exceeded the SMCL . However, the presence of these three analytes affects only the aesthetic quality of the water such as odor and taste, and are not indications of risks to human health. Ambient air samples were collected from various areas around the wellbores and pump houses of the water wells. These ambient air samples were tested for ethane, methane and propane. All samples were far below the lower explosive limit for the three gases, meaning there is insignificant potential for explosion for fire. Additionally, 117 soil gas samples were tested for presence of methane, ethane, propane and butane. The highest concentration of any of these gases was less than 0.2% of the lower explosive limit for each gas. Range also presented extensive microseismic data to demonstrate that hydraulic fracturing has not caused communication between the Barnett Shale and Cetaceous aquifers in the area. Microseismic data is available for 320 fracture stimulations for wells in Parker County. For these 320 stimulations, the greatest fracture height is about 400 feet. Given that the separation between the Barnett Shale and the aquifer is about 5,000 feet, it is evident that hydraulic fracturing of the Barnett Shale has not caused any communication with the aquifer. OIL AND GAS DOCKET NO. 78- 0268629 Page 14 The Butler and Teal wells have mechanical integrity which will prevent any migration of gas out of the Barnett Shale. The surface casing in each well is set below the base of the Cretaceous and is cemented to surface. The surface casings and production casings of both wells were tested when set during the drilling process. Further, Range performed a mechanical integrity test on the Butler well at the request of the RRC to demonstrate that the low bradenhead pressure on the well was not related to any type of casing problem. The cement behind the production casing is verified by a cement bond log in both wells. Based on the evidence, the examiners conclude that gas produced in the Lipsky water well and other area water wells is from the Strawn formation which is in direct communication with the Cretaceous aquifer in which the water wells are completed. Some of the water wells even penetrated the Strawn formation. There is no evidence to indicate that either the Teal well or the Butler well is the source of gas production in area water wells. When the appropriate parameters are used in a fingerprinting study, it is clear that the gas produced from the water wells is from Pennsylvanian rock ( Strawn) which is significantly different in composition than Barnett Shale gas. =I-111Z T [i 1. Notice of this hearing was given on December 8, 2010 to all parties entitled to notice, including Range Production Company, the owners of the two domestic water wells at issue, and three officials of the Environmental Protection Agency. 2. The hearing was called by the Railroad Commission of Texas to considerthe extent and causation of and responsibility for, any contamination that may have occurred, or which is likely to occur, in domestic waterwells in the area of the Range Production Company Butler Unit, Well No. 1H (RRC No. 253732) and the Teal Unit, Well No. 1H (RRC No. 253779), and, more particularly, whether the operation of these wells has caused or contributed, or may cause or contribute, to any such contamination. The call of the hearing was also to consider whether there is any alternative cause or contributor to any contamination that may have occurred. 3. Range Production Company presented evidence in support of its position that neither its Butler Unit Well No. 1 or its Teal Unit Well No. 1 has caused or contributed to contamination of any domestic water wells in the area. The EPA did not appear at the hearing. Neither owner of the two domestic water wells appeared at the hearing. OIL AND GAS DOCKET NO. 713- 0268629 Page 15 4. The Teal Unit Well No. 1H was drilled beginning in March 2009 and the Butler Unit Well No. 1 H was drilled beginning in June 2009. The wells are horizontal drainhole wells completed in the Newark, East (Barnett Shale) Field. 5. The Butler Unit Well No. 1 H and the Teal Unit Well No. 1 H were drilled from the same surface location, which is approximately 2,300 feet southeast of the domestic water well on Steven Lipsky's property in Parker County. 6. Both the Butler Unit Well No. 1H and the Teal Unit Well No. 1H have sufficient surface casing to protect usable quality water as recommended by the Texas Commission on Environmental Quality. a. The Texas Commission on Environmental Quality recommends that the interval from land surface to 20 feet below the base of the Cretaceous be protected, with the Cretaceous estimated to occur at 175 feet. b. The surface casing for the Butler Unit Well No. 1 H is set at 394 feet and cemented to surface. C. The surface casing for the Teal Unit Well No. 1 H is set at 409 feet and cemented to surface. 7. Both the Teal Unit Well No. 1H and the Butler Unit Well No. 1H have production casing cemented in a manner to prevent migration of fluids behind pipe. a. The top of cement behind the production casing in the Butler Unit Well No. 1H is 4,580 feet, based on a cement bond log. The production casing was pressure tested to 845 psig on October 15, 2010. b. The top of cement behind the production casing in the Teal Unit Well No. 1 H is 4,810 feet, based on a cement bond log. The production casing in the Teal No. 1 H was pressure tested on December 28, 2010 to 705 psig. 8. The Lipsky water well was drilled in 2005 to a depth of 200 feet. The horizontal drainhole of the Butler Unit Well No. 1 H comes within a horizontal distance of approximately 450 feet of the Lipsky well, but is more than 5,000 feet deeper than the Lipsky water well. OIL AND GAS DOCKET NO. 78- 0268629 Page 16 9. Mr. Lipsky's first complaint to the District Office of the Railroad Commission in Abilene regarding natural gas in his water well was in August 2010. The Railroad Commission collected a water sample from the Lipsky well on August 17, 2010 and collected a gas sample from the well on August 26, 2010. 10. The Rick Hayley domestic water well is on property adjacent to the Lipsky property to the north. The horizontal drainhole of the Butler Unit Well No. 1 H comes within a horizontal distance of approximately 300 feet of the Hayley well, but is more than 5,000 feet deeper than the Hayley water well. 11. On October 26, 2010, the EPA collected water and gas samples from the Lipsky water well, a water sample from the Rick Hayley domestic water well storage tank, gas and water samples from the tubing of the Butler Unit Well No. 1 and a gas sample from the tubing of the Teal Unit Well No. 1H. 12. On December 7, 2010, the EPA issued an Emergency Administrative Order to Range Resources Company. Range was advised of the EPA's determination that Range's oil and gas production operations related to the Butler Unit Well No. 1H and the Teal Unit Well No. 1H "....were directly related to imminent and substantial endangerment to a public drinking water aquifer." 13. In the subject area of Parker County, the Pennsylvanian age Strawn directly underlies the Trinity aquifer group which is composed of the Paluxy, Glen Rose and Twin Mountains. The Trinity is Cretaceous age. 14. The depth of the base of the Cretaceous /top of Pennsylvanian occurs at depths ranging from approximately 200 feet to approximately 400 feet in this area. An erosional unconformity exists which allows communication between the Cretaceous and the Pennsylvanian. 15. The Barnett Shale occurs at a depth of approximately 5,700 feet in the area of the Butler Unit Well No. 1 H and Teal Unit Well No. 1 H. 16. The Barnett Shale is Mississippian age rock, but is the source rock for all gas- bearing formations in the Fort Worth Basin including the subject area. 17. Gas production in water wells in Parker and Hood Counties has occurred since at least 2003, several years before the drilling and production of both the Teal Unit Well No. 1 H and the Butler Unit Well No. 1 H. OIL AND GAS DOCKET NO. 7B- 0268629 Page 17 a. A domestic water well on the Hurst property, approximately 900 feet west of the Lipsky water well, was completed in October 2005 and flowed gas sufficient to flare for a few months. The well is 180 feet deep. b. In 2007, a domestic water well on the Oujesky property approximately 750 feet to the north of the Lipsky property, flowed gas upon completion which continued for a couple of months. The well is 220 feet deep. C. Well No. 4 of the Lake Country Acres water supply flowed 122 MCF per day upon completion in 2003 and was plugged. This well is approximately 7,000 feet to the east of the Lipsky water well and was drilled to a total depth of approximately 400 feet. 18. Production from the Strawn formation occurred in the mid- 1980's from the Center Mills (Strawn) Field approximately one mile to the southeast of the surface location of the Butler/Teal wells. The Strawn in this field was productive from depths as shallow as 358 feet. 19. Lipsky first reported gas production from his water well after construction of a home, extensive landscaping and pool construction on his property in 2010. 20. Samples from 25 water wells within 3,000 feet of the Butler/Teal surface location were analyzed for 135 constituents, including 108 volatile organic compounds, eight RCRA metals, and dissolved gases. None of the samples had levels of any of the constituents which exceed the Texas Risk Reduction Program Protective Concentration Level established by the TCEQ standards. 21. Ambient air samples taken from various areas around the 25 water wells contained concentrations of methane, ethane and propane far below the lower explosive limit for the gases. The highest concentration of any of the gases was 0.29% of the lower explosive limit. 22. Soil gas samples from 117 sites were tested for methane, ethane, propane and butane, and the concentrations of these gases were far below the lower explosive limits for each gas. The highest concentration of any of the gases was 0.176% of the lower explosive limit. 23. Because the Barnett Shale is the source rock for shallower gas- bearing formations, the methane carbon isotope fingerprint for Barnett Shale gas is expected to be similar to Strawn gas, as determined by the EPA's analysis. OIL AND GAS DOCKET NO. 78- 0268629 Page 18 24. The appropriate geochemical parameters for fingerprinting to distinguish Strawn gas of Pennsylvanian age from Barnett Shale gas of Mississippian age, are nitrogen and carbon dioxide, not methane carbon isotope. Gas from Pennsylvanian age rock, including the Strawn, has higher nitrogen concentration and lower carbon dioxide concentration than Barnett Shale gas. 25. Gas found in the 25 water wells, including the Lipsky and Hayley water wells, does not match the nitrogen fingerprint of Barnett Shale gas. The gas found in the water wells matches Pennsylvanian gas. 26. Bradenhead gas samples from both the Teal Unit Well No. 1 H and the Butler Unit Well No. 1 H do no match Barnett Shale gas, confirming that gas is not migrating up the wellbores and that the Barnett Shale producing interval in the wells is properly isolated. 27. Hydraulic fracturing of the Barnett Shale in the Teal Unit Well No. 1 H and the Butler Unit Well No. 1 H did not result in communication of the Barnett Shale with shallow aquifers from which water wells in the area produce. a. Based on available 3D seismic, there is no evidence of faulting in the area of the Butler/Teal wells. b. Microseismic data available for more than 320 fracture stimulations in Parker County indicate a maximum fracture height of approximately 400 feet, meaning that almost one mile of rock exists between the highest fracture and the shallow aquifer. is Tl 1. Proper notice was issued in accordance with applicable statutory and regulatory requirements. 2. All things have occurred to give the Railroad Commission jurisdiction to consider this matter. 3. Specifically, the Commission has jurisdiction over the issues in this proceeding pursuant to Title 3, Oil and Gas, Subtitles A, B, and C of the Texas Natural Resources Code, Chapter 26, 27 and 29 of the Texas Water Code, and Tex. Gov't Code Ann. §§ 2001 et seq. (2010). 4. No person conducting activities subject to regulation of the Commission may cause or allow pollution of surface or subsurface water in the state. 16 Tex, Admin. Code Ann. § 3.8(b). OIL AND GAS DOCKET NO. 76- 0268629 Page 19 5. Pursuant to 16 Tex. Admin. Code § 1.47, in response to a written complaint or on the Commission's own motion, the Commission may issue a notice commanding a person or agency subject to the Commission's jurisdiction to appear at a public hearing and show cause why the person or agency should not be compelled to do the act required or refrain from doing an act. 6. The Railroad Commission has acted appropriately in its investigation of, and actions with regard to, the Lipsky complaint. 7. The Environmental Protection Agency (EPA) through the following individuals, were provided notice of this hearing: Dr. Alfredo Almendariz, Regional Administrator, Tucker Henson, Office of Regional Counsel, John Blevins, Office of Compliance Assurance and Enforcement Tex. Gov't Code Ann. § 2001.051 et seq. and 16 Tex. Admin. Code §1.45. 8. Steven Lipsky and Rick Hayley were provided notice of this hearing pursuant to Tex. Gov't Code Ann. §2001.051 et seq. and 16 Tex. Admin. Code § 1.45. 9. The EPA, Mr. Lipsky and Mr. Hayley did not to appear or participate in the evidentiary hearing. 10. Range has met its burden of proof as to the matters considered in this proceeding and has established that none of its activities in the subject wells are in violation of Statewide Rule 8. 11. The Protective Concentration Levels (PCL) are the default cleanup standards in the Texas Risk Reduction Program, found at 30 Tex. Admin. Code §350 et seq. and the water well sampling results established that PCLs were not exceeded for any of the wells sampled. Based on the evidence presented and summarized in the above findings of fact and conclusions of law, the examiners recommend that a Final Order be issued which finds that the operations of the Teal Unit Well No. 1 H and the Butler Unit Well No. 1 H by Range Resources Company have not contributed and are not contributing to contamination of any domestic water wells. n Respectfully submitted, d f {r GeneWontes Donna K. Chandler Hearings Examiner Technical Examiner J' pRGS$CR�EK 6RIV� r \ J / - -PAD SITE ( Jj `\``` ', 1 ` ! I 'y ,� -•� T— -_. 37, I ' 39 .R oom t' ;3e _ NIS �! 38f I 5 E Uy Y / - �- i f' 30 29',*: - 2s 28 27 —28 �+ j f NITIc',.MAP�• ' I%%I NO TO SCALES �\ ` \\ �\ IIi\ � \, 1I\ � I'ELMBROOK DRIVE ,I t �� •� ,41 i GLAZE LAN l ` BTMGB'THICR 7XOOTTYPE B FLEX BEdURED ENTRANCE ROAD .'EXISTING It J SECURED ENTRANCE WITH KNOX B6X. INCLUDE REFLECTIVE BARRICADE LOCATED ATTHE �ND OF STEEPLECHASETRAIL. ..�' \, \ / ` �� '•.� ^�� G:n '\ ^( \// i ''� EXISTING ASPHILT ExC 7G wiDE ACM.". GATE ! / / �` V ^\ - '� \\ ``� `� -/ ,� \ ( 1 1 I/ I t i',• i ) 'EXISTING \ \ \s EXISTING ( i` _ _/ I - "i•�. i lI ! !• ! ! t• f EXISTING ` \ i ,l ' I '� /' f /� /% . -''' •'� i' I I i ( EXISTING •LILLY 1H EXISTINGt EXISTING —�' BOGI4H \ ti;`j'� J' t �• % / '` /�• r �+% PROPOSED i t'. •` ti, 1 TIGER,H.I EXISTING �\ % \ �`\ 1 J ! �• f, LILLY3H 1 / )•J 1 .url.�'` \ EXISTING BOGI M <..!�! E /� r PROPOSED t ! I\ /,. 1, Ili}' ..\ ;;� \ t TIGER 20 1,1 `\ \ l !i i ( \, f ,' „ (� I IQ •6 FOR PAD SITE DETAILS SEE .. DRILLING AND t 1 I \ l •,� i % `r `t PRODUCTION PLANS i `PXISTINGASPHALTACCESS RO D� J �._�J, it � `i ,`\ .__`� ,i\ � •, \\ . \\ •,` �\`\ ,` � iLIMITSOF,00•�'R ! PLC E44 C `— //' ,i i, l / //! /1 \\? JI�C� ! I' •f + 'I `1; `� ^�'_ 43 � __ _ � � `Ir �� ri I l / / J l �, l/ ! !r♦ ' ` SWINEYHIET[ROAD 4 X DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO- DOMINANT LEADERS, AND SOME (INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED, HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. "ARBOR TIE" GUYING MATERIAL, ATTACH TO STAKE, TIGHTEN ARBOR TIE ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR TRUNK MOVEMENT. & HARDWOOD STAKE OR APPROVED EQUAL. 3 PER TREE EQUALLY SPACED AROUND TREE. TO BE SET IN EXISTING UNDISTURBED SOIL. EXPOSE ROOT FLARE, PLANT TREE SO THAT ROOT FLARE IS 2 " -3 "ABOVE FINISHED GRADE, PLACE ROOT BALL ON UNEXCAVATED SOIL IF TREE IS SHIPPED WITH WIRE BASKETAROUND THE ROOT BALL CUT THE BASKET IN FOUR PLACE$ AND FOLD DOWN INTO PLANTING HOLE TO EXPOSE TOP HALF OF ROOT BALL. 4" HIGH MULCH.SAUCER * Y 1L--1L0.-4 X =ROOT BALL HEIGHT S PLANTING DETAIL Y =ROOT BALL WIDTH 1 I 1 ES) i 1 I ep••pee•.� .J�ae.•r. O ii • i • i • i � ' : ' • i • i • i • i • i • e • i • i • i • i! � • i s =< ; OOi ❖.O� �00000•e•O.00• . %• e0•i•Oi••• �i ♦ ♦♦ ♦ e ee e.� . RADIUS IROOTZONE 1 ROOT ZONE 2 EVERY CALIPER INCH OF TREE. . ROOT ZONE IS LESS THAN THE .INE LOCATE FENCE AT DRIPLINE STANDARD TREE PRESERVATION NOTES 1. All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing and other measures as needed which may include retaining walls, pruning of limbs, roots, etc. 2. Protective fences shall be erected according to City Standards for Tree Protection. 3. Protective fences shall be Installed prior to the start of any site preparation work (clearing, grubbing or grading), and shall be maintained throughout all phases of the construction project. 4. Erosion and sedimentation control barriers shall be Installed or maintained in a mannerwhich does not result In soil build -up within tree drip lines. 5. Protective fences shall surround the trees or group of trees, and will be located no closer than the outermost limit of branches (drip line). For natural areas, protective fences shall follow the Limit of Construction line, in order to prevent the following: A. soli compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials; B, root zone disturbances due to grade changes (greater than 6 inches cut or fill), or trenching not reviewed and authorized by the Client, City Official or Client Representative C. wounds to exposed roots, trunk or limbs by mechanical equipment D. other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. 6. Exceptions to installing fences at tree drip lines may be permitted in the following cases: A. where there is to be an approved grade change, impermeable paving surface, tree well, or other such site development, erect the fence approximately 2 to 4 feet beyond the area disturbed; B. where permeable paving is to be Installed within a tree's drip line, erect the fence at the outer limits of the permeable paving area (prior to site grading so that this area is graded separately by hand prior to paving installation to minimized root damage); C. where trees are close to proposed buildings, erect the fence to allow root pruning In the work space between the fence and the building, prior to disturbance. The fence can be erected at the point of root pruning. D. where there are severe space constraints due to tract size, or other special requirements, contact an Arborist to discuss alternatives. Special Note: For the protection of natural areas, no exceptions to installing fences at the Limit of Construction line will be permitted, and no silting of stock piling of material or dirt is allowed around trees. 7. Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped -on planking to a height of 8 ft. (or to the limits of lower branching) in addition to the reduced fencing provided, 8. Trees approved for removal shall be removed in a manner which does not impact trees to be preserved. 9. Any roots exposed by construction activity shall be pruned flush with the soil. Backfiil root areas with good quality top soil as soon as possible. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. 10. Any trenching required for the installation of landscape Irrigation shall be placed as far from existing tree trunks as possible. 11. No landscape topsoil dressing greater than 4 inches shall be permitted within the drip line of trees. No soil or mulch is permitted on the root flare of any tree. 12. Limbing & pruning to provide clearance for structures, vehicular traffic and equipment shall take place before damage occurs (ripping of branches, etc.) 13. All finished pruning shall be done according to recognized, a pproved standards of the industry (Reference the National Arborist Association Pruning Standards for Shade Trees). U Z Z J_ Q is X 0 W W O 5 U W Z W X 0 X = ROOT BALL HEIGHT (ES PLANTING DETAIL Y= ROOTBALLWIDTH 1 I 1 VARIES) I I � I ITICAL ROOT ZONE FOR EVERY CALIPER INCH OF TREE. 'ICAL ROOT ZONE IS LESS THAN THE )RIPLINE LOCATE FENCE AT DRIPLINE AIL STANDARD TREE PRESERVATION NOTES 1. All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing and other measures as needed which may include retaining walls, pruning of limbs, roots, etc. 2. Protective fences shall be erected according to City Standards for Tree Protection. 3. Protective fences shall be Installed prior to the start of any she preparation work (clearing, grubbing or grading), and shall be maintained throughout all phases of the construction project, 4. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil build -up within tree drip lines. 5. Protective fences shall surround the trees or group of trees, and will be located no closer than the outermost limit of branches (drip line). For natural areas, protective fences shall follow the Limit of Construction line, in order to prevent the following: A. soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials; B, root zone disturbances due to grade changes (greater than 6 Inches out or fill), or trenching not reviewed and authorized by the Client, City Official or Client Representative C. wounds to exposed roots, trunk or limbs by mechanical equipment D. other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires, 6. Exceptions to installing fences at tree drip lines may be permitted in the following cases: A. where there is to be an approved grade change, impermeable paving surface, tree well, or other such site development, erect the fence approximately 2 to 4 feet beyond the area disturbed; B. where permeable paving is to be Installed within a tree's drip line, erect the fence at the outer limits of the permeable paving area (prior to site grading so that this area is graded separately by hand prior to paving Installation to minimized root damage); C. where trees are close to proposed buildings, erect the fence to allow root pruning in the work space between the fence and the building, prior to disturbance. The fence can be erected at the point of root pruning. D. where there are severe space constraints due to tract size, or other special requirements, contact an Arborist to discuss alternatives. Special Note: For the protection of natural areas, no exceptions to installing fences at the Limit of Construction fine will be permitted, and no silting of stock piling of material or dirt Is allowed around trees. 7. Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped -on planking to a height of 8 ft. (or to the limits of lower branching) in addition to the reduced fencing provided. 8. Trees approved for removal shall be removed in a manner which does not Impact trees to be preserved. 9, Any roots exposed by construction activity shall be pruned flush with the soil. Backfill root areas with good quality top soil as soon as possible. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. 10, Any trenching required for the installation of landscape irrigation shall be placed as far from existing tree trunks as possible. 11. No landscape topsol dressing greater than 4 inches shall be permitted within the drip line of trees. No soil or mulch Is permitted on the root flare of any tree. 12. Llmbing & pruning to provide clearance for structures, vehicular traffic and equipment shall take place before damage occurs (ripping of branches, etc.) 13. All finished pruning shall be done according to recognized, approved standards of the industry (Reference the National Arborist Association Pruning Standards for Shade Trees). U Z Z J Q f6 X 0 Q H Q C) aW Q C W U O a) < t) Y M g W U III ME ME PLANTING SPECIFICATIONS NOTE: All tree plantings tc recleve a \ Pro - active Micorrhizal treatment at tlme of planting and during "establishment" as specified by (Plant Health Care, Inc.) Ow www.planthealthcare.com 1.800.421.9051 MA NORTH SIDE OF THE COMPLETION AND ACCEPTANCE. TREE IN THE NURSERY AND TREE I ROTATE TREE TO FACE NORTH PREPARATION LANDSCAPE CONTRACTOR AND REPRESENTATIVE OF OWNER SHALL BE RESPONSIBLE FOR VERIFYING ATTHE SITE. THE CORRECT LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN REMOVEALLTWINE, ROPEAND THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. WIRE, AND BURLAP FROM TOP SPECIFICATION BY LANDSCAPE ARCHITECT. PLANT QUANTITIES HAVE BEEN PROVIDED ASArDwa OF ROOT BALL, PLANT LOCATIONS REFER TO PLANTING PLAN FOR PLANTING LOCATION AND PLANT MATERIAL LEGEND FOR SPECIFICATIONS. 3" MULCH LAYER. MULCH TO COVER ROOT BALL AND TAPER IN MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT DEPTH SO ROOT FLARE REMAINS PRIOR TO PLANTING EXPOSED. DO NOT COVER ROOT FLARE. GRADING AND DRAINAGE - Half(Associates, Inc. ASSUMES NO RESPONSIBILITY FOR FAILURE OF ANY HARDSCAPE AMENITY BACKFILL WITH PLANTING SOIL MIX SUCH AS WALKS, ENTRANCES TO STRUCTURES, AND PLANTER BEDS FORMED OR ENCLOSED BY AND LIGHTLY COMPACT EDGING AND FLAT WORK WHICH DO NOT DRAIN DUE TO IMPROPER SET UP OF ELEVATIONS DURING CONSTRUCTION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING, AND TO PREVENT ROOT BALL FROM VERIFYING THAT WATER DRAINS AWAY FROM BUILDING. SHIFTING BACKFILL WITH PLANTING SOIL MIX. PLACE SOIL IN 6" LIFTS OF MULCH. ALLAREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AND RE SEEDED. COORDINATION ACT PRESSURE. LAYER AND COMPACT LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SOIL UNTILTHE MIDDLE OF CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. THE ROOT BALL. MAINTENANCE \ LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTING BEDS IN A WEED AND DEBRIS FREE CONDITION AND SHALLACCOMPLISH WATERING BY HAND AS DEEMED NECESSARY UNTIL SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. THE Ow CONTRACTOR SHALL MAINTAIN ALL WORK FOR A PERIOD OF 30 DAYS AFTER SUBSTANTIAL ?O COMPLETION AND ACCEPTANCE. a_� OLL Z VERIFICATION x LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND OQxw SPECIFICATION BY LANDSCAPE ARCHITECT. PLANT QUANTITIES HAVE BEEN PROVIDED ASArDwa CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE, LANDSCAPE ARCHITECT TO BE 2�=c=7 NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN ow VERIFIED QUANTITIES PER LANDSCAPE PLAN. FINISHED GRADE PLANTING BEDS - ALL BED AREAS ARE TO BE LEFT 3 "ABOVE FINISHED GRADE OFADJACENT PAVEMENTTO INCLUDE 3" OF MULCH AFTER COMPACTION AND SETTLEMENT. ALL BED AREAS SHALL BE ROTOTILLED TO E A DEPTH OF 6 ", ADDING PREPARED SOIL MIXTURE AS REQUIRED. MULCH AFTER SETTLEMENTAND COME',.; ',0N, ALL PLANTING BEDS SHALL RECEIVE A MINIMUM 3° LAYER o OF MULCH. ALLAREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AND RE SEEDED. PLANT MATERIAL STANDARDS = ALL PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLANT LISTAND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION. ALL PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN TREE WITH SI ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. LANDSCAPE ARCHITECT SHADE SHALL APPROVE ANY PLANT SUBSTITUTION. SCALE: 1 " =1' -0" PRUNING ALLTREESARETO BE PRUNEDATTIME OF INSTALLATION TO REMOVE DEADAND UNSIGHTLY LIMBS. ALLTREES ARE TO MATCH IN HEIGHT, SPREAD, AND CLEAR TRUNK, AND SHALL HAVE PAN VI STRAIGHT TRUNKS. DRIPLINE PLANTING SOIL MIXTURE CRITICAL ROOT 50% SANDAND SOIL MIX (SEE DESCRIPTION BELOW) ZONE 50% BALANCED COMPOST (SEE DESCRIPTION BELOW) PLASTIC SNOW FENCE WITH T SAND AND SOIL MIX DESCRIPTION: POSTAT 10' O.C. SHARP SAND: SAND EXCAVATED FROM AMINIMUM OF 20 FEET BELOW GROUND LEVEL. SCREENED NATIVE SOIL: WELL ADAPTED NATIVE SOIL FROM SOURCES A MAXIMUM DISTANCE OF 200 MILES FROM THE PROJECT SITE. BALANCED COMPOST DESCRIPTION: WELL - COMPOSTED, MANUFACTURED SOIL BLENDS STABLE, AND WEED -FREE ORGANIC MATTER DRIP] PH RANGE OF 5.5 TO 6; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT 100 PERCENT PASSING THROUGH 1 -INCH SIEVE SOLUBLE SALT CONTENT OF5T010 DECISIEMENS/M NOT EXCEEDING 0.6 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO ( V -0" STEEL T-POST PLANTINGS. PURELY EXCAVATED SOIL WILL NOT BE PERMITTFD. I PLASTIC SNOW FENCE I COMPOST CAN HAVE MATERIALS AS FOLLOWS: 1. WOOD DERIVATIVES: DECOMPOSED, NITROGEN - TREATED SAWDUST, GROUND BARK, OR WOOD WASTE; OF UNIFORM TEXTURE AND FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIAL. I a. LUMBER, EITHER TREATED OR UNTREATED, PALLETS OR CONSTRUCTION WASTE WILL NOT BE I PERMITTED AS A WOOD DERIVATIVE 2. MANURE: WELL - ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, DEBRIS, AND MATERIAL HARMFULTO PLANT GROWTH a. SEWAGE, SLUDGE, AND RAW MANURE WILL NOT BE PERMITTED 3. LANDSCAPE TRIMMINGS: DECOMPOSED GRASS, LEAVES, WOOD CHIPS, OR BRUSH; OF UNIFORM TEXTURE AND FREE OF STICKS, STONES, OR TOXIC MATERIAL q 4. ADDITIONAL REQUIREMENTS: r0 a. DEVELOPED USING AN EXTENSIVE AEROBIC COMPOSTING PROCESS. b. SCHEDULED TURNS WITH A MINIMUM OF 5 TURNS. c. COMPLETELY COMPOSTED FORA MINIMUM OF 6-12 MONTHS d. ACHIEVES A SOLVITA' COMPOST MATURITY INDEX VALUE OF 7 OR HIGHER e. MEET OR EXCEED THE TIME AND TEMPERATURE STANDARDS SET IN T.A.C. CHAPTER 332, SUBCHAPTER B, PART 23 AS REQt IIRED BY THE TCEQ/TNRCC f. MEET FEDERAL SPECIFICATIVi, UNDER GUIDELINES OF 40 C.F.R., PART 503, STANDARDS FOR CLASS A SIOSOLIDS. U. HAVEA HIGH CONCENTRATION OF AEROBIC COMPOSTED ORGANIC MATTERAS DETERMINED BY ASTM D -5268 AT 824 F. FENCE LOCATION AT T. TREE SUPPORT TREES SHALL BE SUPPORTED WITH THE APPROVED METHOD FOR APERIOD OF ONE YEARAT WHICH TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY. WARRANTY ALL PLANT MATERIALTO BE GUARANTEED FORA PERIOD OF ONE -YEAR FROM SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER, TREE PROTECTION D TREE 02NOT TO SCALE PLANTING SPECIFICATIONS NOTE: All tree plantings to recieve a PAf STRAIGHT TRUNKS. Pro-active Micorrhizal treatment at time DRIPLINE of planting and during °establishment" ROOT OOT 50% SAND AND SOIL MIX (SEE DESCRIPTION BELOW) as specified by (Plant Health Care, Inc.) 60% BALANCED COMPOST (SEE DESCRIPTION BELOW) PLASTIC SNOW www.planthealtheare.com 1.800.421.9051 MARK THE NORTH SIDE OF THE SAND AND SOIL MIX DESCRIPTION: PREPARATION TREE IN THE NURSERY AND ROTATE TREE TO FACE NORTH LANDSCAPE CONTRACTOR AND REPRESENTATIVE OF OWNER SHALL BE RESPONSIBLE FOR VERIFYING ATTHE SITE. DISTANCE OF 200 MILES FROM THE PROJECT SITE. THE CORRECT LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN REMOVE ALL TWINE, ROPE AND THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS, WIRE, AND BURLAP FROM TOP OF ROOT BALL, PLANT LOCATIONS t REFER TO PLANTING PLAN FOR PLANTING LOCATION AND PLANT MATERIAL LEGEND FOR SPECIFICATIONS. 3" MULCH LAYER. MULCH TO COVER ROOT BALLAND TAPER IN of MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT DEPTH SO ROOT FLARE REMAINS PRIOR TO PLANTING EXPOSED. DO NOT COVER FLARE. { GRADING AND DRAINAGE HaiffAssoclates, Inc. ASSUMES NO RESPONSIBILITY FOR FAILURE OFANY HARDSCAPE AMENITY BACKFILL WITH PLANTING SOIL MIX SUCH AS WALKS, ENTRANCES TO STRUCTURES, AND PLANTER BEDS FORMED OR ENCLOSED BY AND LIGHTLY COMPACT EDGING AND FLAT WORK WHICH DO NOT DRAIN DUE TO IMPROPER SET UP OF ELEVATIONS DURING CONSTRUCTION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING, AND TO PREVENT ROOT BALL FROM VERIFYING THAT WATER DRAINS AWAY FROM BUILDING. SHIFTING BACKFILL WITH PLANTING SOIL MIX. PLACE SOIL IN 6" LIFTS COORDINATION AND COMPACT FIRMLY WITH FOOT PRESSURE. COMPACT LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FORANY COORDINATION WITH OTHER UNTILTHE IL CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. THE ROOT BALL. MAINTENANCE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTING BEDS IN A WEED AND DEBRIS FREE CONDITION AND SHALLACCOMPLISH WATERING BY HAND AS DEEMED NECESSARY UNTIL SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. THE Om CONTRACTOR SHALL MAINTAIN ALL WORK FOR A PERIOD OF 30 DAYS AFTER SUBSTANTIAL z0 COMPLETION AND ACCEPTANCE. 0o� VERIFICATION x Vm z LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND u O ¢mw SPECIFICATION BY LANDSCAPE ARCHITECT. PLANT QUANTITIES HAVE BEEN PROVIDEDASA mwa- _ �� CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDSCAPE ARCHITECT TO BE NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN 23ow VERIFIED QUANTITIES PER LANDSCAPE PLAN. FINISHED GRADE PLANTING BEDS ALL 8 ED AREAS ARE TO B E LEFT WABOVE FIN] SH ED GRADE OF ADJACENT PAVEMENT TO I MCLU DE 3" OF MULCH AFTER COMPACTION AND SETTLEMENT. ALL BED AREAS SHALL BE ROTOTILLED TO A DEPTH OF 6 ", ADDING PREPARED SOIL MIXTURE AS REQUIRED. MULCH O AFTER SETTLEMENT AND COMPS,.; rON, ALL PLANTING BEDS SHALL RECEIVE A MINIMUM 3" LAYER OF MULCH. ALLAREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AND RE SEEDED. 0 PLANT MATERIAL STANDARDS x ALL PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLANT LISTAND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK ", LATEST EDITION. ALL PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. LANDSCAPE ARCHITECT SHADE TREE WITH, SHALL APPROVE ANY PLANT SUBSTITUTION. SCALE: 1'=l'-O' PRUNING ALL TREES ARE TO BE PRUNED AT TIME OF INSTALLATION TO REMOVE DEAD AND UNSIGHTLY LIMBS. ALL TREES ARE TO MATCH IN HEIGHT, SPREAD, AND CLEAR TRUNK, AND SHALL HAVE PAf STRAIGHT TRUNKS. DRIPLINE PLANTING SOIL MIXTURE ROOT OOT 50% SAND AND SOIL MIX (SEE DESCRIPTION BELOW) ZONE 60% BALANCED COMPOST (SEE DESCRIPTION BELOW) PLASTIC SNOW FENCE WITH T SAND AND SOIL MIX DESCRIPTION: POST AT 10' O.C. SHARP SAND: SAND EXCAVATED FROM AMINIMUM OF 20 FEET BELOW GROUND LEVEL, SCREENED NATIVE SOIL: WELL ADAPTED NATIVE SOIL FROM SOURCES A MAXIMUM DISTANCE OF 200 MILES FROM THE PROJECT SITE. BALANCED COMPOST DESCRIPTION: WELL - COMPOSTED, MANUFACTURED SOIL BLENDS STABLE, AND WEED -FREE ORGANIC MATTER PH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT 100 PERCENT PASSING THROUGH 1 -INCH SIEVE SOLUBLE SALT CONTENT OF 6 TO 10 DECISIEMENS /M NOT EXCEEDING 0.6 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. PURELY EXCAVATED SOIL WILL NOT BE PERMITTFD. COMPOST CAN HAVE MATERIALS AS FOLLOWS: 1. WOOD DERIVATIVES: DECOMPOSED, NITROGEN - TREATED SAWDUST, GROUND BARK, OR WOOD WASTE; OF UNIFORM TEXTURE AND FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIAL, a. LUMBER, EITHER TREATED OR UNTREATED, PALLETS OR CONSTRUCTION WASTE WILL NOT BE PERMITTED AS A WOOD DERIVATIVE 2, MANURE: WELL- ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, DEBRIS, AND MATERIAL HARMFUL TO PLANT GROWTH a. SEWAGE, SLUDGE, AND RAW MANURE WILL NOT BE PERMITTED 3, LANDSCAPE TRIMMINGS: DECOMPOSED GRASS, LEAVES, WOOD CHIPS, OR BRUSH; OF UNIFORM TEXTURE AND FREE OF STICKS, STONES, OR TOXIC MATERIAL 4. ADDITIONAL REQUIREMENTS: a. DEVELOPED USING AN EXTENSIVE AEROBIC COMPOSTING PROCESS. b. SCHEDULED TURNS WITH A MINIMUM OF 5 TURNS. c. COMPLETELY COMPOSTED FORA MINIMUM OF 6-12 MONTHS d. ACHIEVES ASOLVITA" COMPOST MATURITY INDEX VALUE OF 7 OR HIGHER a. MEET OR EXCEED THE TIME AND TEMPERATURE STANDARDS SET IN T.A.C. CHAPTER 332, SUBCHAPTER B, PART 23AS RCEOt TIRED BYTHE TCEQlrNRCC f. MEET FEDERALSPECIFICATIGi� UNDER GUIDELINES OF 40 C.F.R., PART 503, STANDARDS FOR CLASS BIOSOLIDS. g. HAVE AHIGH CONCENTRATION OF AEROBIC COMPOSTED ORGANIC MATTERAS DETERMINED BY ASTM D -5268 AT 824 F. TREESUPPORT TREES SHALL BE SUPPORTED WITH THE APPROVED METHOD FORA PERIOD OF ONE YEAR AT WHICH TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY. 8' -0 "ST LT -POST I I PLASTIC SNOW FEN( I I WARRANTY ALL PLANT MATERIAL TO BE GUARANTEED FOR A PERIOD OF ONE -YEAR FROM SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. TREE PROTECTION 02NOTTOSCALE F y; HF.I��EDPIFGP7D/i,7EREW#iF1�NS �_ .c_. _�REOUIREO: __:.� ti.PNONDED _. Gross 61.A,.(Sq..Fed) - - :.- Ahl1:G is f r UE}IERFLHIIE3 r , f TREES _ —�41 ._ t. ..88B, _ 3. 101-12 -V AS SHOWN Fu! H60y,,Wed Famed, ShW Tnmk 3' 10' -17 414;' AS SHOWN BSB, FO, Rea", Well FMW, St,41 Tnsdc 31 W-12' 41- AS SHOWN B88 RA, Heai0ry, 5YW Famed S6a!0ITrok NA .. .. 6 gal 24 7-3' WnO. NxM Gm., Rd, Hea'hy. Wea Famed 6 gal 73 73 vmin. NUrsgRG A Fd, Hea'hy WeB Famed 5 gal 7.3 Z-Y W-h MwyC+om,Fbl He0yWe9Famed H)draseed S.�edmkspaNalneAm d=Seedel 1-BW72&4013. WX SEED WHNTAMFIER ONLYI DONOTMIXWRH MULCHIAForHydoseedisepp_^W, soatd H ROMULC mse2rAJNeSre coeds need dmdsantedw9h sal DO NOTMIX ' - COLMET, Item #1007,iYxlge(3H6ICanmeerdsl Grede,Gmen 3' Laya; Fire Cd Herdnood Md�, PH 6.58.6, 3R'Ia 1' h she. hsrallwflh Bier hMia F y; HF.I��EDPIFGP7D/i,7EREW#iF1�NS �_ .c_. _�REOUIREO: __:.� ti.PNONDED _. Gross 61.A,.(Sq..Fed) � = _ Lmdscap.M2(15 %0lN.tSb) 20,081 34,640 0.I)Tro 5ua500 gdad LandspoanNnaEo 101. b'y quiW TREES TREES t 31 SHRUBS SHRUBS W 62. LaMsmpe Sehadc(UnearFed) NA NA Ten (f0) Fod LaWscapa SeBedc YES YES One(I)Tree per W #dcUcef GmUge 2 2 Padng LdWdu pe NA NA LE 3ELIA. EDGE GAL.TEXAS NOLINA 1 tl5f! 1\ SGBLETf ' O � 1 r PAD SITE 1 tsr•r �y I urr I 1 t VICINITY MAP NOT TO SCALE N 0 30 60 90 120 SCALE P=60' Legend: ... ° ° ° ° °. 300' Radius - - -- 600' Radius - - -- 1,000' Radius Pad Site ® Wellhead Location - - - -- Sanitary Sewer Easement Pipeline CIVIL NOTES: 1) CONTOUR LINES WERE GENERATED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. CONTOURS ARE IN 2 FOOT INTERVALS AND WERE GENERATED IN 2001. 2) FLOODPLAIN LIMITS WERE GENERATED FROM THE FEMA MAP MODERNIZATION PROGRAM (2007). LANDSCAPE NOTES: 1) CONTRACTOR TO PROVIDE PRAIRIE STARTER FIYDROSEED TO ALL DISTURBED AREAS, UNLESS NOTED OTHERWISE. 2) CONTRACTOR TO REPAIRANYANDALL UTILITIES THAT ' ARE DAMAGED DURING INSTALLATION AT NO ADDITIONAL COSTTO THE CLIENT. 31 CONTRACTORTO PLANTTREES 10' FROM CENTERLINE OF UTILITIES 4) NO EXISTING TREE SHALL BE REMOVED L rn� V z Z in cu X Q QW I V LLl U O W Z m CL U) III .d.. U e N d Ir1 CKLE 'ABELV, :EL EDGE - 5 GAL. TEXAS NOLINA 6UBLETi � � 1 1 - twtPAD SITE 11 $� I 1 i VICINITY MAP NOT TO SCALE N 0 30 60 90 120 SCALE: 1�60' Legend: ... ° ° ° °... ... 300' Radius - - -- 600' Radius - - -- 1,000' Radius Pad Site ® Wellhead Location - - - -- Sanitary Sewer Easement Pipeline CIVIL NOTES: 1) CONTOUR LINES WERE GENERATED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. CONTOURS ARE IN 2 FOOT INTERVALS AND WERE GENERATED IN 2001. 2) FLOODPLAIN LIMITS WERE GENERATED FROM THE FEMA MAP MODERNIZATION PROGRAM (2007). LANDSCAPE NOTES: 1) CONTRACTORTO PROVIDE PRAIRIE STARTER HYDROSEED TO ALL DISTURBED AREAS, UNLESS NOTED OTHERWISE. 2) CONTRACTOR TO REPAIRANYANDALL UTILITIES THAT ARE DAMAGED DURING INSTALLATION AT NO ADDITIONAL COST TO THE CLIENT. 3) CONTRACTORTO PLANTTREES I(Y FROM CENTERLINE OF UTILITIES 4) NO EXISTING TREE SHALL BE REMOVED U rZ V Z z ~r ( X (L N Uj EL ® Q U C9 m W Z J Q Ltl U LL s RLU �Hr M a .h dim NI� d � I / 1 / \ \ \ EXISTING B' THICK TXDOT TYPE B FLEX \ \ \ BASE EMERGENCYACCESS ROAD. EXISTING \ \ 1 SECURED ENTRANCE WITH KNOX BOX. I INCLUDE REFLECTIVE BARRICADE LOCATED \ \ \ ATTHE END OF STEEPLECHASE TRAIL. / \EXISTINGTREE CANOPY / ! / o1 (J EXISTINGASPtiALT 1 \ \ I I C1IIVEWAY I \ I /��/ ARTIFICIALLO _ I 1 / / I� I I I I I /bI ( / EXISTTINGI6'WIDE // I It I it \ \ACCESS GATE ; /t EXISTING r (\ PROPOSED, I BOGIIH 00GI Ill, _1 -= EXISTING -1—' - / �� _O I — PERMITTED�I \ aI \ LILLY IH-- �I,�)� ter, / LILY" lf' I Z POPED /R80G3H j"�I�n., LILLY 3H 1, IIC PROPOSED �- 1 PERMITTED l a C PTOIGER IH \ \\ TGEROSXD Ip EXISATIING \\ \I IQ— ARTIFICIAL LOT LINE I \ \ 1\ \ EXISTING TREE LIMITS OF 100-YR \ I \ I CANOPY 1 FLOODPLAIN I I \ I I I \ \ 1 I \\ I I SWINEY HIEIT ROAD _ —_1 -- - -- - - -- Y�c � Q5ANi11Y ei I\ 1 / z =EACifc ssfiwE / 10 10 Ced.Eka / 10 Lhe Oak / EACH'„- 1 WT \ / -- 24 Tams Naa / TS.D. PMA staff Seedw T.B.D. SsN Edge 1 ) JI 1 T.B.D. LsddBa(s l7ukh ( 1 I \ i I 1 II / t (10) - 3° CHINQUAPIN OAK (10)- 3'CEDAR ELM / /—I(14)- 3'LIVE OAK /' I I r CANO YGTREE I / 03 N / EXISTING ASPHALTACCESS ROAD, KEE BRANCH �- i / ❑ I I r LIMITS OF / \ FLOODWAY I , 1 I i ( / (02)- 3'LIVE OAK / LANDSCAPE BED WITH (TYP.): G - - If_ --- (12)- 5GAL.TEXAS NOLINA / (07) .5 GAL DWARF GLOSSYABELIA �i� \\ (12)- 5 GAL. BUSH HONEYSUCKLE r P['ANiSCNEb1)LE \\ \\ \\ EXISTING 8- THICK TXDOT TYPE B FLEX \ \\ \� /"�,_/ 10 Ch'r�grarapYi Oat \ BASE EMERGENCYACCESS ROAD. EXISTING 10 Cedar Elm 'Sr CURED ENTRANCE WITH K14OX BOX. _ ` / 18 the �k I 1 INCLUDE REFLECTIVEBARRICADELOCATED �\ \ ATTHE END OFSTEEPLECHASE TRAIL. 24 T—Nore 24 Mh Honemcw 14 awamvm��m 1 I \ 1\ ` \ EX\TI CANOPY I 11 T.B.D. P24(e S1eMtSeed 0.10c �-•/ // I 1\ \I \ c3 1 ( ` \I 1\ T.S.D. st8d Edge r7 I, j \)' f/ T.B.D. LmdzgpeWkh \ 1 ( EXISTINGASPHALT 1 F r.RlvewnY \ I \ ♦ / / \ 00)-3' CHINQUAPIN OAK � 1(10) -3 -CEDAR ELM\' —� ARTIFICIAL LO �(14)- 3'LIVE OAK ' 1 EXISITING 16' WIDE ACCESS GATE 1 1 I /EXISTING — \ --PROPOSED, F- ) 1\ I I a1 I \ i I I 11 1 1, ) I I / 1 / ( BOGI PROPOSED PROM TIGERIH \ I \ TIGER Q �AR7IFIGIAL l07 LINE 1 / \\ 1 1 EXISTING TREE t \ 1 CANOPY 1 f 1 I ) \R SWINEYHIER ROAD _ 1 \ 1 � C E \ \ II N N 711 \ I _I- 1 i I t \ , I \ I 1 I � I / 1 I t 1 LIMITS OF FLOODWAY i / .SS ROAD. \ I / / ,(02)- 3'LIVE OAK/ LANDSCAPE BED WITH(TYP.). G (12} -5 GAL. TEXAS NOLINA/ (071.5 GAL. DWARF GLOSSYABEL A (12) -liG HHONEYSUCKLE / I I (I / I 1 I I 1 I I 1 / 1 / I I I , r-- EXISTING TREE / /CANOPY' / / I i I; Ij i/ / .SS ROAD. \ I / / ,(02)- 3'LIVE OAK/ LANDSCAPE BED WITH(TYP.). G (12} -5 GAL. TEXAS NOLINA/ (071.5 GAL. DWARF GLOSSYABEL A (12) -liG HHONEYSUCKLE / I I (I / I 1 I I 1 I I ])| PROJECT LOCATION MAP -- -- ' / ! ' ' ' . ' / \ ' ` / . ' | ' EXISTING ASPHALT DRIVEWAY f | 'H CAUTION I SANITARY SEWER DEPTH UNKNOWN vvvvvvv PROPOSED LOW WATER CROSSING � / Lk CL IL Lk .` --'--- ' ''---'- - - / \ ' � / � Eww � -vm / �� EXISTING _ DRIVEWAY LY 2-H CAUTION SANITARY SEWER DEPTH UNKNOWN EXISTING LOW 22 WATER CROSSWG PROPOSEDLOW WATER CROSSING | | �-----� � � � � rjjij!j[j]j!jjj LLkk-kAkL t I I 9,5 w CL rjjij!j[j]j!jjj LLkk-kAkL t I I co m M, 0 XISTING 3(y WIDE CONCRETE COMMERCIAL DRIVEWAY IN ACCORDAN CE WITH ATTACHED TXDOT SHEET CDD-08 (FVMP MOD, MINIMUM 3,600PE�l COMPRESSIVE STRENGtH ----- -- AT 28 DAYS'./ EXISTING 2.28 -H BOGI 4 F:Kl TIGER I -H 041 TIGER 2-H — 100-yr FLOobPLAIN BOGI 2-H L11L IV WID -SANITAR _,E SEWER EASEMEN1 E; SID s, CAU ]ON GAS INE E "n EXISTING LOW XIS NG LOW SSING WATER CROSSM XZITWIONNM�!� 8AS LINE K_E NCH 0 -- — — - — — - — - — - — - 9 0 10'WIDE GAS EAS NT Q CA) :cn Z X - EXISTING 39 WIDE CONCRETE COMMERCIAL DRIVEWAY IN ACCORDANCE WITH ATTACHED TXDOT SHEET CDD-08 (FWl MOD,, MINIMUM 3,600-PS1 COMPRESSIVE STRENGTH AT 28 DAYS,/ EXISTING BOGI 3 H BOGI 4-H TIGER I-H TIGER 2-H I -yr FLQdlDPLAIN BOGI 2 -H w, lcl f— 15'WIDE-SANIT SEWER EASEN c) SD s 7. -!*Ar-A -1-8 �,�*�eeE CAUTION GAS LINE SSING KEE AVI GIINE H -- - ----- - - - - -- - 0 10' WIDE GAS EAS NT STRUCTURE IDENTIFICATION TABLE � / in Ll � I Legend: 21 --- 300' Radius ' --- -- oon nomvo � --'--' �' 000'numuo ---- Pad Site OEM H9 Wellhead Location / ----- Sanitary Sewer Easement ------ pipomo | wms 1) CONTOUR LINES WERE GENERATED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. CONTOUR$ ARE m,FOOT INTERVALS AND WERE GENERATED IN 2DO1. * FLOODPLAIN LIMITS WERE GENERATED FROM THE FEMA MAP MODERNIZATION PROGRAM (2007). , 111 p THEREARE NO OPEN PITS. THE MUD SYSTEM �"ELnmm | 4) AMBER RIG FOR ��—�— | || � / in Ll � I Legend: 21 --- 300' Radius ' --- -- oon nomvo � --'--' �' 000'numuo ---- Pad Site H9 Wellhead Location / ----- Sanitary Sewer Easement ------ pipomo | wms 1) CONTOUR LINES WERE GENERATED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. CONTOUR$ ARE m,FOOT INTERVALS AND WERE GENERATED IN 2DO1. * FLOODPLAIN LIMITS WERE GENERATED FROM THE FEMA MAP MODERNIZATION PROGRAM (2007). , 111 p THEREARE NO OPEN PITS. THE MUD SYSTEM �"ELnmm | 4) AMBER RIG FOR ��—�— | || EXISTING 16! SECURED GATEWITHKNOX OX | RIV �� L� KNN.H owl � DRILLING SITE PLAN LIMITS OF �� r FLOOD .3 WALL GATE WG EXI&ING CONCRETE DRIVE APPROACH. PRODUCTION SITE PLAN N __ (11, iesapeake CAB Sh..ITItle DEVELOPMENTSITE PLAN C1O1 Sheet Number -4-11N 1-i QOM NVId 3ASIN3M013A30 A Y 1*6d-psol 000 00F, m ou 09 a I NVId 3119 NOIlOnCONd N F =—J�olo awl-i 'HC)VOU'ddv BAIUa 31RHONOO ONIISIX3 A \L XOe XONN HILMAM 03M03S 9L E)NIISIX3 Ilvm ANNOWN SVD3Ud,g si 01 5411 ONLLSDM .40 0 NV-ld 311S UNIIIIHa H0NV*dEl 33>1 IV, XOS XONM HIM 31YO Mun I-IVM0Nn053Hilsv3ll OS31-IVISNI 219 ITM SUMOD UO.4 OIH No _LHI 1O11 11111 I .. {W 'S)INVII331SK1LMi431S,kSdOOI-03SOIOVNI0EINIIN00 Sl MISAS OnN BH-L 'Sild NgdO ON RHV 3M3R1 (S '0000 PME)OW NOJIVZiN'daC1011l dVV4 VW3=1 BH-L WOMA 031Y63NEID 3H3M SAVIII NrVId0001J (Z 100Z NI 03IV83NaE) MM QNV 8-lVAU91NI 100=1 Z NI allv sunoi-NO3 'S1N9l9NM3A00 dO 11ONfl00 SVX31 W81NE13 H124ON alll AG MM3N39 aldW SaNll UnOINOO :S31ON 0 x Ill M C0 M 0 r- M oulledid 0 > O T - - - -- (D CL G) m 0 z -u u011e0ol PeaqIjam > i m CD (J) m C/) GIIS P13d z z snjpeH,0001� 000 00F, m ou 09 a I NVId 3119 NOIlOnCONd N F =—J�olo awl-i 'HC)VOU'ddv BAIUa 31RHONOO ONIISIX3 A \L XOe XONN HILMAM 03M03S 9L E)NIISIX3 Ilvm ANNOWN SVD3Ud,g si 01 5411 ONLLSDM .40 0 NV-ld 311S UNIIIIHa H0NV*dEl 33>1 IV, XOS XONM HIM 31YO Mun I-IVM0Nn053Hilsv3ll OS31-IVISNI 219 ITM SUMOD UO.4 OIH No _LHI 1O11 11111 I .. {W 'S)INVII331SK1LMi431S,kSdOOI-03SOIOVNI0EINIIN00 Sl MISAS OnN BH-L 'Sild NgdO ON RHV 3M3R1 (S '0000 PME)OW NOJIVZiN'daC1011l dVV4 VW3=1 BH-L WOMA 031Y63NEID 3H3M SAVIII NrVId0001J (Z 100Z NI 03IV83NaE) MM QNV 8-lVAU91NI 100=1 Z NI allv sunoi-NO3 'S1N9l9NM3A00 dO 11ONfl00 SVX31 W81NE13 H124ON alll AG MM3N39 aldW SaNll UnOINOO :S31ON oulledid juawose3 jameS AiellueS - - - -- u011e0ol PeaqIjam GIIS P13d snjpeH,0001� snipeH 009 snipeU 00C ............ Z' sexy ezPa++�l MN-13 I ----- EA PSIS eRPi Zvw 14 -�o I z zi Erl exa -m—N '1 aei a I.-D a?PauaaN 4 0SU 9-8 FZI as >I ZI 3-1 EZI ez sera -.111 ems, p—X PH Ss a 319V1 NOUVOIJUNWI 3mionuis i January 7, 2011 Rachel Roberts City Planner City of Kennedale 405 Municipal Drive Kennedale, TX 76060 Re: Air Samples After Drilling for Bogi 3H, 4H, 5H & Lilly 3H wells Dear Ms. Roberts: Dusty Anderson Manager— Field Permitting Chesapeake Energy Corporation (Chesapeake) retained TITAN Engineering, Inc. (TITAN) to assess the ambient air quality at the Bogi pad location in Kennedale, Texas - after drilling operations. TITAN conducted this assessment by sampling the ambient air upwind and downwind and analyzing for 81 volatile organic compounds (VOCs), including benzene. The results of this study are presented in the following sections, which document the Air Sampling Activities, Site Conditions, and the Air Sampling Results. STUDY BACKGROUND AND PURPOSE The City of Kennedale has required by permit that Chesapeake perform air sampling at selected intervals during gas production activities. AIR SAMPLING ACTIVITIES AND SITE CONDITIONS The air sampling activities, and the site conditions during the air sampling event, are described in the following sections. Air Sampling Activities TITAN field personnel arrived at the Bogi pad location at approximately 1:15 PM on October 28, 2010. A hand -held GPS device was used to establish the exact sampling locations. TITAN selected the sample locations based upon observed wind conditions at the time. Starting at approximately 1:45 PM, the 1 -hour upwind canister was opened. Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Phone: 817.502.5645 • Fax 817.945.5645 • dusty.anderson @chk.com Starting at approximately 1:50 PM, the 1 -hour downwind canister was opened and the ambient air sampling event commenced. During the approximate period from 1:45 — 2:50 PM, all samples were taken. All samples were collected at an approximate height of four feet above ground surface, which is the approximate breathing zone for a child. Summa -type stainless steel sampling canisters were used to collect the VOC samples. Test America's Austin, Texas laboratory provided the Summa Canisters to TITAN, which were received as batch - certified, cleaned, and evacuated canisters, equipped with the appropriate flow regulators (1- hour). All samples were continuously monitored throughout the sampling event by TITAN personnel. Samples were controlled by TITAN personnel and shipped to the analytical laboratories along with the appropriate chain -of- custody documentation. The VOC samples were submitted to Test America's Austin, Texas laboratory. The samples were analyzed for VOCs using U.S. Environmental Protection Agency (EPA) Methods TO -14A and TO -15. Test America is licensed and certified to conduct these analyses in accordance with the required EPA method protocols. Test America complied with the quality assurance /quality control (QA/QC) requirements of the referenced methods, including the performance of calibration checks, surrogate recoveries, and the analysis of method blanks. In summary, all field activities and sampling methods /procedures were implemented in accordance with EPA, TCEQ, laboratory, and TITAN protocols. Site Conditions During the Sampling Event The weather data recorded by TCEQ CAMS #5007 has been used to create a wind rose diagram (refer to Attachment A - Weather Data). This data demonstrates that predominantly northerly winds were encountered at the representative weather station for the duration of the air sampling event. TITAN's observations in the field during the sampling event also indicated a similar northerly trend direction. Based on TITAN observations, winds throughout the air sampling event maintained this general trend from the north. In summary, the site conditions during the sampling event were consistent with normal site activities and operations, and the winds were consistently out of the north. Therefore, the laboratory analytical data is considered representative of the ambient air conditions at the Bogi pad location. Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Phone: 817.502.5645 • Fax 817.945.5645 • dusty.anderson @chk.com Sample locations have been depicted on an aerial photograph included in the attached Site Map (Attachment B). The air sampling results have been summarized in Table 1 (Attachment C). The complete analytical data package provided by the laboratory is also provided for reference as attached (Attachment D). Following the sample collection activities, TITAN attempted to verify the final pressure readings from each sample canister prior to packaging and delivery to the laboratory. TITAN personnel attempted to verify the final pressure reading using an alternate pressure gauge, which had also been provided by the laboratory. Upon verification, the final pressure reading measured on the downwind sample canister was zero (0) pounds per square inch (psi). TITAN then notified the laboratory and Chesapeake personnel that the downwind sample may have been compromised during transport from the subject site. Test America Austin also checked the final pressure reading for the downwind sample upon receipt and confirmed that the canister was at a positive pressure. Therefore, the ambient air sample in the canister would not be representative of the original sampling conditions and could not be analyzed by the laboratory. The laboratory confirmed the sample integrity was compromised during transportation. Consequently, no analytical results for the downwind sample are included in this report. In Table 1, the detected concentrations were compared against the 1 -Hour Air Monitoring Comparison Value (AMCV) TCEQ health effects criteria. As shown in the table, the maximum concentrations for the detected compounds, across all sample locations, were below their respective AMCVs. The Attachment C data met quality objectives as the laboratory achieved the QA/QC standards of the referenced methods and the laboratory reported that all samples were received intact under chain -of- custody protocols, were in good condition, and were within the appropriate ranges for - temperature, pressure, and holding time, unless otherwise noted above. Sincerely, Aa�t dwo'— ' Dusty Anderson cc: James Cowey Chesapeake Energy Corporation 100 Energy Way Port Worth, TX 76102 Phone: $17.502.5645 • Fax 817.945.5645 • dusty.andcrson@chk,com ATTACHMENT A Weather Data Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Phone: 817.502.5645 • Fax 817.945.5645 • dusty.anderson @chk.com 270 TCEO CAM 4 5007 Meteorological Data Arlington Airport, Texas Start time: October 28, 2010 @ 1345 hours CDT End time: October 28, 2010 @ 1445 hours CDT WIND SPEED LEGEND Miles /hour < =5 >5 -10 >10 - 15 >15 we ATTACHMENT B Site Map ATTACHMENT C Air Sampling Results prepared by CR 01/032011 J - Estimated value. Analyte detected at a level less than the Reporting Limit (RL) and greater than or equal to the Method Detection Limit (MDL). e - Regulatory AMCV based on odor limits because odor threshold is lower than 1 -Hour Short -Term health limit www.tceo.state.tx.usrm of ementa!;on /toxlAirTUwics. htm Igamcv ' Note: Air Monotodng Comparison Values (AMCVs) were used for comparison as noted In TCEasToxicology Division (TD) Chief Engineer's Interoffice Morandum dated March 29, 2010, tilled Uses of Effects Screening Levels Screening Levels (ESLs) and Air Monitoring Comparison Values (AMCVs) The DomWlnd sample was not analyzed (NA) due to apparent equipment failure causing a positive pressure differential in this sample canister. ATTACHMENT D Laboratory Analytical Report Analytical Report Work Order: ATK0064 Project Description CHK - Bogi For: Doug Harbour TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Carl Skelley For Neal Salcher Project Manager carlw.skelley@testamericainc.com Tuesday, November 30, 2010 The test results in this report meet all NELAP requirements for analytes for which accreditation is required or available. Any exception to NELAP requirements are noted in this report. Persuant to NELAP, this report may not be reproduced, except in full, without the written approval of the laboratory. All questions regarding this test report should be directed to the TestAmerica Project manager who has signed this report. TestAmeric-a THrE LEADER IN ENVIRONtvtENTAL TESTING 14050 Summit Drive, Suite A100 Austin, TX78728 "512 -244 -0855 *Fax 512 - 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour November 30, 2010 Client: TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Attn: Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi LABORATORY REPORT Work Order: ATKO064 Project Name: CHK - Bogi Project Number: CHK - Bogi Date Received: 11/02/10 Received: 11/02/10 08:45 Reported: 11/30/10 17:53 The results listed lvithin this Laboratory Report pertain only to the samples tested in the laboratory. The analyses contained in this report here performed in accordance tivith the applicable certifications as noted. This Laboratory Report is confidential and is intended for the sole use of TestAmerica and its client. 77uis report shall not be reproduced, except in full, without written permission from TestAmerica. TestAmerica Laboratories, Inc. certifies that the analytical results contained herein apply only to the specific sample(s) analyzed The Chain(s) of Custody, 2 pages, are included and are an integral part of this report. This entire report was reviewed and approved for release. If you have any questions relating to this analytical report, please contact your Laboratory Project Manager at 512- 244 -0855. Analyses included in this report were performed by the laboratory shown at the top of this report unless otherwise indicated. CHK - Bogi This report contains results for the received under chain -of- custody by TestAmerica Laboratories, Inc. 11/2/2010 8:45:00 AM . These samples are associated with your CHK - Bogi project. All samples were received in good condition and within temperature requirements. All applicable quality control procedures met method specified acceptance criteria except where flagged on the result pages or noted in the case narrative. Note that if this report contains tests performed for the following methods, the associated method deviations are applicable. EPA TO -12: Samples not analyzed in duplicate. EPA TO -14A and TO -15: Zero humidified nitrogen is used in place of air for method blanks. If you should have any questions, please feel free to contact me at carlw.skelley @testamericainc.com or (512) 310 -5208. Page 2 of 26 TestAmencia THE LEADER IN ENVIRONMENTAL TESTING 14050 Summit Drive, Suite A10O Austin, TX78728'512- 244 -0855' Fax 512 -244 -0160 Approved By: C44� Carl Skelley For Neal Salcher Project Manager NELAP Certification # T104704217 -10 -6 Page 3 of 26 TestAmedca THE LEAD" IN ENVIRONMENTAL TESTING SAMPLE IDENTIFICATION CHK -B -UW 14050 Summit Drive, Suite A100 Austin, TX 78728' 512 - 244 -0855' Fax 512 - 244 -0160 Work Order: ATK0064 Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Project: CHK - Bogi Project Number: CHK - Bogi LAB NUMBER COLLECTION MATRIX CONTAINER TYPE ATK0064 -01 10/28/10 14:38 Air Passivated Canister Page 4 of 26 TestAmerica THE LEADER IIN ENVIRONMENTAL TESTING TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244- 0855' Fax 512 -244 -0160 Work Order: ATK0064 Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Project: CHK - Bogi Project Number: CHK - Bogi ANALYTICAL REPORT Data Date QC Analyte Result Qualifiers Units MDL RL Dilution Analyzed Instrument Analyst Batch Sampled: 10/28/10 14:38 Sample ID: ATK0064 -01 (CHK -B -UW - Air) EPA T014A - Volatile Organic Compounds by GC/MS 4.42 J ppmv 0.470 15.3 3.05 11/09/1010:37 LGIA DTW 1OK0111 Methane 0.343 15.3 3.05 11/09/1010:37 LGIA DTW 100111 Ethene ND ppmv 0.285 15.3 3.05 11/09/1010:37 LGIA DTW 1OK0111 Acetylene ND ppmv 0.303 15.3 3.05 11/09 /1010:37 LGIA DTW IOK0111 Ethane ND ppmv 0.604 15.3 3.05 11/09/1010:37 LGIA DTW 10K0111 Propylene ND ppmv 0.225 15.3 3.05 11/09/1010:37 LGIA DTW 1OK0111 Propane ND ppmv EPA T015 - Volatile Organic Compounds by GC/MS 0.0953 J ppbv 0.0917 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Propylene J 0.169 1,22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Chlorodifluoromethane 0.308 J ppbv 0.0898 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 ichlorodifluoramethane 0.535 J ppbv 0.0737 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Chloromethane 0.587 ppbv 0.0898 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,2- Dichloro- 1,1,2,2- tetrafluoroethane ND ppbv 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Vinyl chloride ND ppbv 0.0852 0.0795 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,3- Butadiene ND ppbv 0.0794 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Butane 1.34 ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW IOK0260 Bromometha Bromomethane ND ppbv 0.0644 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 ND ppbv 0.166 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Vinyl bromide ND J ppbv 0.169 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Isopentane 0.483 J ppbv 0.0898 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Trichlorofluoromethane 0.277 ppbv 0.0776 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Acetone 3.26 B J ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW IOK0260 n- Pentane 0.365 ppbv 0.164 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Diethyl ether ND ppbv 0.108 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,1- Dichloroethene ND ppbv 0.0916 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Methylene chloride ND ppbv 0.308 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Carbon disulfide ND ppbv 0.0891 1.22 6.11 11/22/10 21:52 VMSC KRW IOK0260 Allyl chloride ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW IOK0260 1,1,2- Trichlorotrifluoroethane ND ppbv 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 trans -1,2- Dichloroethene ND ppbv 0.175 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,1- Dichloroethane ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Methyl tert -Butyl Ether ND ppbv 0.167 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Vinyl acetate ND J ppbv 0.384 0.179 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 2- Butanone (MEK) 0.348 ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW IOK0260 cis -1,2- Dichloroethene ND ppbv 0.0933 1.22 6.11 11/22/10 21:52 VMSC KRW IOK0260 Bromochloromethane ND ppbv 0.0820 1.22 6.11 11/22/10 21:52 VMSC KRW 10K0260 Hexane ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 `hloroform ND ppbv Page 5 of 26 TestAmerica THE LPA©rI2IN KNVIF2fiMM1tNTAI 14050 Summit Drive, Suite A100 Austin. TX78728'512- 244- 0855' Fax 512- 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKOO64 Project: CHK - Bogi Project Number: CHK - Bogi Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Page 6 of 26 ANALYTICAL REPORT Data Date QC Analyte Result Qualifiers Units MDL RL Dilution Analyzed Instrument Analyst Batch Sample ID: ATKO064 -01 (C1TIC -B -UW - Air) - cont. Sampled: 10/28/10 14:38 EPA T015 - Volatile Organic Compounds by GC/MS - cont. 1,2- Dichloroethane ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 10K0260 1,1,1 - Trichloroethane ND ppbv 0.0898 1.22 6.11 11/22/10 21:52 VMSC KRW 10K0260 Benzene 0.0721 J ppbv 0.0684 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Carbon tetrachloride 0.133 J ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRIV 10K0260 Cyclohexane ND ppbv 0.0663 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,2- Dichloropropane ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Bromodicbloromethane ND ppbv 0.0933 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Trichloroethee ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 2,2,4 - Trimethylpentane ND ppbv 0.0906 1,22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Heptane ND ppbv 0.0625 1.22 6.11 11/22/10 21:52 VMSC KRW 10K0260 cis -1,3- Dichloropropene ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRNV 1OK0260 4- Methyl -2- pentanone (MIBK) ND ppbv 0.177 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK026Q trans -1,3- Dichloropropene ND ppbv 0.0906 1.22 6.11 11/22/1021:52 VMSC KRW 1OK0260' 1,1,2- Trichloroethane ND ppbv 0.0898 1.22 6.11 11/22/1021:52 VMSC KRW 1OK0260 Toluene 0.118 J ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 2- Hexanone ND ppbv 0.0618 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Chlorodibromomethane ND ppbv 0.0933 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,2- Dibromoethane (EDB) ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 n- Octane ND ppbv 0.0916 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Tetrachloroethene ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Chlorobenzene ND ppbv 0.0916 1.22 6.11 11/22/10 21:52 VMSC KRW IOK0260 Ethylbenzene ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 m- Xylene & p- Xylene ND ppbv 0.181 2.44 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Bromoform ND ppbv 0.0933 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Styrene ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,1,2,2- Tetracliloroethane ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 o- Xylene ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 n- Nonane ND ppbv 0.0906 1.22 6.11 11/22/1021:52 VMSC KRW 1OK0260 Isopropylbenzene ND ppbv 0.175 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 2 & 3- Chlorotoluene ND ppbv 0.182 2.44 6.11 11/22/10 21:52 VMSC KRW 1OK0260 n- Propylbenzene ND ppbv 0.0916 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 4- Ethyltoluene ND ppbv 0.0898 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,3,5- Trimethylbenzene ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,2,4- Trimedrylbenzene ND ppbv 0.0906 1.22 6.11 11/22/1021:52 VMSC KRW 1OK0260 tert - Butylbenzene ND ppbv 0.0933 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Benzyl chloride ND ppbv 0.324 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,3- Dichlorobenzene ND ppbv 0.0898 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 n -Decane ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,4- Dichlorobenzene ND ppbv 0.0906 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK026( Page 6 of 26 TestAmenca T14t= LVADEk IN ENVM0NM5NTAL T5STING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244- 0855' Fax 512- 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi ANALYTICAL REPORT Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data Date QC Analyte Result Qualifiers Units MDL RL Dilution Analyzed Instrument Analyst Batch Sample ID: ATKO064 -01 (CHK -B -UW - Air) - cont. Sampled: 10/28/10 14:38 EPA TO15 - Volatile Organic Compounds by GC/MS - cont. 4- Isopropyltoluene ND ppbv 0.174 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,2- Dichlorobenzene ND ppbv 0.0898 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 n- Butylbenzene ND ppbv 0.0451 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 n- Undecane ND ppbv 0.0482 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 1,2,4 - Trichlorobenzene ND ppbv 0.0876 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Naphthalene ND ppbv 0.144 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Hexachlorobutadiene ND ppbv 0.0914 1.22 6.11 11/22/10 21:52 VMSC KRW 1OK0260 Sum- 2- Bronro- 1,1,1- tri,Jluoroethaae (70 -130 %) 95% 11/22/10 21:52 VMSC KRW 1OK0260 Surr: Fhrorobenzene (62 -122%) 74% 11/22110 21:52 VMSC KRW 1OK0260 Sum- Toluene -d8 (67 -127%) 101% 11/22/10 21:52 VMSC KRW 10K0260 Sill-r: 1,9- Dichlorobutane (76 -136 16) 108% 11/22/10 21:52 VMSC KRW 1OK0260 'unc d- Broino luorobenzene (73 -133%) 103% 11/22/10 21:52 VMSC KRW 1OK0260 Page 7 of 26 TestAmenca THE LEA0r=R IN ENVIRONMI =N7AL 758TING 14050 Summit Drive, Suite A10O Austin, TX78728 "512- 244 -0855 *Fax 512 - 244 -0160 TITAN Engineering, Inc. Work Order: ATKO064 Received: 11 /02/10 08:45 2801 Network Blvd., Suite 200 Reported: 11/30/10 17:53 Frisco, TX 75304 Project: CHK - Bogi Doug Harbour Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Blank Data Analyte Result Qualifier Units MDL RL Dilution Date Analyzed Instrument Analyst QC Batch Sample ID: 10K0111- BLK1(Blank -Air) Chlorodifluoromethane ND ppbv 0.0553 0.400 2.00 11/22/10 17:56 VNISC EPA T014A - Volatile Organic Compounds by GC /NIS 1OK0260 Dichlorodifluoromethane ND ppbv 0.0294 0.400 2.00 11/22/10 17:56 Methane ND ppmv 0.154 5.00 1.00 11/08/10 17:05 LG1A DTW 1OK0111 Ethene ND ppmv 0.112 5.00 1.00 11/08/10 17:05 LG1A DTW 1OK0111 Acetylene ND ppmv 0.0934 5.00 1.00 11/08/10 17:05 LG1A DTW 10K0111 Ethane ND ppmv 0.0993 5.00 1.00 11/08/10 17:05 LG1A DTW 10K0111 Propylene ND ppmv 0.198 5.00 1.00 11/08/10 17:05 LG1A DTW 10K0111 Propane ND ppmv 0.0737 5.00 1.00 11/08/10 17:05 LG1A DTW 1OK0111 Sample ID: IOK0260 -BLKI (Blank - Air) EPA T015 - Volatile Organic Compounds by GC/N1S Propylene ND ppbv 0.0300 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Chlorodifluoromethane ND ppbv 0.0553 0.400 2.00 11/22/10 17:56 VNISC KRW 1OK0260 Dichlorodifluoromethane ND ppbv 0.0294 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Chloromethane ND ppbv 0.0241 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 1,2-Dichloro- 1, 1,2,2-tetrafluoroethane ND ppbv 0.0294 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Vinyl chloride ND ppbv 0.0279 0.400 2.00 11/22/10 17:56 VNISC KRW 1OK0260 1,3- Butadiene ND ppbv 0.0260 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Butane ND ppbv 0.0260 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Bromomethane ND ppbv 0.0297 0.400 100 11/22/10 17:56 VNISC KRW 1OK0260 Chloroethane ND ppbv 0.0211 0.400 100 11/22/10 17:56 VMSC KRW 1OK0260 Vinyl bromide ND ppbv 0.0542 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Isopentane ND ppbv 0.0555 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Trichlorofluoromethane ND ppbv 0.0294 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Acetone 0.0664 J ppbv 0.0254 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 n- Pentane ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Diethyl ether ND ppbv 0.0536 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 1,1- Dichloroethene ND ppbv 0.0354 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Methylene chloride ND ppbv 0.0300 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Carbon disulfide ND ppbv 0.101 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Allyl chloride ND ppbv 0.0292 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 1,1,2- Trichlorotrifluoroethane ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 trans- l,2- Dichloroethene ND ppbv 0.0574 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 1,1- Dichloroethane ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Methyl tert-Butyl Ether ND ppbv 0.0547 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Vinyl acetate ND ppbv 0.126 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Page 8 of 26 TestAmeCica THE LEADE13 IN ENVIRONMENTAL TESTING 14050 Summit Drive, Suite A100 Austin, TX 78728 * 512-244-0855 * Fax 512 -244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Blank - Cont. Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Analyte Data Result Qualifier Units MDL RL Dilution Date Analyzed Instrument Analyst QC Batch Sample ID: 1OK0260 -BLK1 (Blank - Air) - cont. EPA T015 - Volatile Organic Compounds by GC/MS 2- Butanone (MEK) ND ppbv 0.0585 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 cis- 1,2- Dichloroethene ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Bromochloromethane ND ppbv 0.0306 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Hexane ND ppbv 0.0268 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Chloroform ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW IOK0260 1,2- Dichloroethane ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 1, 1, 1 -Trichloroethane Benzene ND ND ppbv ppbv 0.0294 0.0224 0.400 0.400 2.00 2.00 11/22/10 17:56 11/22/10 17:56 VMSC VMSC KRW KRW IOK0260 1OK0260 irbon tetrachloride ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW IOK0260 Gyclohexane 1,2- Dichloropropane Bromodichloromethane ND ND ND ppbv ppbv ppbv 0.0217 0.0297 0.0306 0.400 0.400 0.400 2.00 2.00 2.00 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 VMSC VMSC VMSC KRW KRW KRW 1OK0260 10K0260 1OK0260 Trichloroethene ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 2,2,4 - Trimethylpentane Heptane cis -1,3- Dichloropropene 4- Methyl -2- pentanone (MIBK) trans -1,3- Dichloropropene 1,1,2- Trichloroethane Toluene ND ND ND ND ND ND ND ppbv ppbv ppbv ppbv ppbv ppbv ppbv 0.0297 0.0205 0.0297 0.0580 0.0297 0.0294 0.0297 0.400 0.400 0.400 0.400 0.400 0.400 0.400 2.00 2.00 2.00 2.00 2.00 2.00 2.00 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 VMSC VMSC VMSC VMSC VMSC VMSC VMSC KRW KRW KRW KRW KRW KRW KRW 1OK0260 1OK0260 1OK0260 1OK0260 1OK0260 1OK0260 1OK0260 2- Hexanone ND ppbv 0.0202 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Chlorodibromometliane ND ppbv 0.0306 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 1,2- Dibromoethane (EDB) n- Octane ND ND ppbv ppbv 0.0297 0.0300 0.400 0.400 2.00 2.00 11/22/10 17:56 11/22/10 17:56 VMSC VMSC KRW KRW IOK0260 1OK0260 Tetrachloroethee ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Chlorobenzene ND ppbv 0.0300 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Ethylbenzene m- Xylene & p- Xylene Bromoform ND ND ND ppbv ppbv ppbv 0.0297 0.0594 0.0306 0.400 0.800 0.400 2.00 2.00 2.00 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 VMSC VMSC VMSC KRW KRW KRW 1OK0260 IOK0260 1OK0260 Styrene 1,1,2,2 - Tetracbloroethane o- Xylene n -Nonane ND ND ND ND ppbv ppbv ppbv ppbv 0.0297 0.0297 0.0297 0.0297 0.400 0.400 0.400 0.400 2.00 2.00 2.00 2.00 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 11/22/10 17:56 VMSC VMSC VMSC VMSC KRW KRW KRW KRW 1OK0260 1OK0260 1OK0260 IOK0260 Isopropylbenzene 2 & 3- Chlorotoluene ND ND ppbv ppbv 0.0574 0.0597 0.400 0.800 2.00 2.00 11/22/10 17:56 11/22/10 17:56 VMSC VMSC KRW KRW 1OK0260 10K0260 Propylbenzene ND ppbv 0.0300 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 Page 9 of 26 TestAmerica THE LEADS 1R IN ENVIFRONMIENTAL T1 =STING 14050 Summit Drive, Suite A100 Austin, TX78728 "512- 244 -0855` Fax 512 - 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Blank - Cont. Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data Date QC Analyte Result Qualifier Units MDL RL Dilution Analyzed Instrument Analyst Batch Sample ID: 1OK0260 -BLKI (Blank - Air) - cont. EPA TO15 - Volatile Organic Compounds by GUMS 4- Ethyltoluene 1,3,5- Trimethylbenzene 1,2,4 - Trimethylbenzene tert- Butylbenzene Benzyl chloride 1,3- Dichlorobenzene n- Decane 1,4- Dichlorobenzene 4- Isopropyltoluene 1,2- Dichlorobenzene n- Butylbenzene n- Undecane 1,2,4 - Triclilorobenzene Naphthalene Hexacblorobutadiene Surr: 2- Bromo- 1,1,1 -trii luoroethane (70 -130 %) Surr: Fluorobenzene (62 -122 %) Surr: Toluene -& (67 -127 %) Surr: 1,4- Dichlorobutane (76 -136%) Surr: d -Bromo luorobenzene (73 -133 %) ND ppbv 0.0294 0.400 2.00 11/22/10 17:56 VMSC KRW 10K0260 ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 10K0260 ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0306 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.106 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0294 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0297 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0569 0.400 2.00 11/22/10 17:56 VMSC KRW 10K0260 ND ppbv 0.0294 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 `_- ND ppbv 0.0148 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0158 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0287 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0471 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 ND ppbv 0.0299 0.400 2.00 11/22/10 17:56 VMSC KRW 1OK0260 95% 11/22/10 17:56 VMSC KRW 1OK0260 76% 11/22/10 17:56 VMSC KRW 1OK0260 99% 11/22/10 17:56 VMSC KRW IOK0260 135% 11/22/10 17:56 VMSC KRW 1OK0260 121% 11/22/10 17:56 VMSC KRW 1OK0260 Page 10 of 26 TestAmerica THE LI =ADER IN ENVIRONMENTAL, T155BTING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244 -0855' Fax 512 - 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Calibration Check Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data Spike Target Date QC Analyte Result Qualifiers Units RL Dilution Cone % Rec Range Instrument Analyzed Batch Sample ID: 10K0111 -CCVI (Calibration Check - Air) EPA T014A - Volatile Organic Compounds by GC /MS Methane 475 Ethene 475 Acetylene 529 Ethane 484 Propylene 485 Propane 517 ample ID: 1OK0111 -CCV2 (Calibration Check - Air) -zPA T014A - Volatile Organic Compounds by GC/MS Methane 468 Ethene 467 Acetylene 523 Ethane 477 Propylene 475 Propane 507 Sample ID: 1OK0260 -CCV1 (_Calibration Check - Air) EPA T015 - Volatile Organic Compounds by GCIMS Propylene 9.83 Dichlorodifluoromethane 10.3 Chloromethane 10.5 1,2-Dichloro- 1, 1,2,2-tetrafluoroethane 10.1 Vinyl chloride 10.0 1,3- Butadiene 11.7 Butane 10.2 Bromomethane 10.3 Chloroethane 10.1 Vinyl bromide 10.3 Isopentane 10.5 Trichlorofluoromethane 11.3 Acetone 11.3 B n- Pentane 11.4 ,1- Dichloroethene 11.2 ppmv 5.00 1.00 500 95% 70 -130 LGIA 11/08/1015:03 1OK01It ppmv 5.00 1.00 501 95% 70- 130 LGIA 11/08/10 15:03 1OK0111 ppmv 5.00 1.00 502 105% 70-130 LGIA 11/08/10 15:03 1OK01 It ppmv 5.00 1.00 501 97% 70-130 LGIA 11/08/10 15:03 IOK0111 ppmv 5.00 1.00 500 97% 70-130 LGIA 11/08/10 15:03 IOKOI I I ppmv 5.00 1.00 500 103% 70-130 LGIA 11/08/10 15:03 1OK0111 ppmv 5.00 1.00 500 94% 70-130 LG1A 11/09/10 14:09 1OK0111 ppmv 5.00 1.00 501 93% 70-130 LGIA 11/09/10 14:09 1OK0111 ppmv 5.00 1.00 502 104% 70-130 LG1A 11/09/10 14:09 1OK0111 ppmv 5.00 1.00 501 95% 70-130 LGIA 11/09/10 14:09 IOK0111 ppmv 5.00 1.00 500 95% 70-130 LG1A 11/09/10 14:09 1OK0111 ppmv 5.00 1.00 500 101% 70-130 LGIA 11/09/10 14:09 1OK0111 ppbv 0.400 2.00 10.5 93% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.5 98% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.7 98% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.4 97% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.5 95% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.2 105% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.3 98% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.5 98% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.5 96% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 94% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.5 100% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 103% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.7 97% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 104% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.1 101% 70-130 VMSC 11/22/10 12:05 1OK0260 Page 11 of 26 TestAmedca 12.0 TUC a C- A M CO tki t:k1M0nK1J.are.1'r A i -re srixi r± 14050 Summit Drive. Suite A100 Austin. TX 78728 *512-244-0855* Fax 512- 244 -0160 TITAN Engineering, Inc. Work Order: ATK0064 Received: 11/02/10 08:45 2801 Network Blvd., Suite 200 Reported: 11/30/10 17:53 Frisco, TX 75304 Project: CHK - Bogi Doug Harbour Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Calibration Check- Cont. Data Spike Target Date QC Analyte Result Qualifiers Units RL Dilution Cone % Rec Range Instrument Analyzed Batch Sample ID: 1OK0260 -CCV1 (Calibration Check - Air) - cont. EPA T015 - Volatile Organic Compounds by GC/NIS Methylene chloride 12.0 2.00 Carbon disulfide 10.8 70- 130 Allyl chloride 12.1 1OK0260 1,1,2 - Trichlorotrifluoroethane 10.1 2.00 trans -1,2- Dichloroethene 11.7 70- 130 1,1- Dichloroethane 11.4 1OK0260 Methyl tert -Butyl Ether 9.17 2.00 Vinyl acetate 13.4 70- 130 2- Butanone (MEK) 10.1 1OK0260 cis -1,2- Dichloroethene 11.6 2.00 Bromochloromethane 10.5 70-130 Hexane 11.0 IOK0260 Chloroform 11.4 2.00 1,2- Dichloroethane 12.8 70-130 1,1,1- Trichloroethane 11.8 1OK0260 Benzene 12.9 2.00 Carbon tetrachloride 15.8 CS Cyclohexane 12.3 1OK0260 1,2- Dichloropropane 13.7 2.00 Bromodichloromethane 14.4 C8 Trichloroethene 12.3 1OK0260 2,2,4- Trimethylpentane 12.9 2.00 Heptane 12.4 70- 130 cis -1,3- Dichloropropene 13.2 1OK0260 4- Methyl -2- pentanone (MIBK) 13.3 2.00 trans -1,3- Dichloropropene 14.5 70- 130 1,1,2 - Trichloroethane 13.6 1OK0260 j Toluene 13.7 2.00 Chlorodibromomethane 15.7 C8 1,2- Dibromoethane (EDB) 13.8 1OK02601'' -. -, n -Octane 12.8 2.00 Tetracldoroethene 13.2 70-130 Chlorobenzene 12.8 1OK0260 Ethylbenzene 12.4 2.00 m- Xylene & p- Xylene 25.2 70-130 Bromoform 17.6 C8 ppbv 0.400 2.00 10.9 110% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 99% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.3 107% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 92% 70-130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.1 105% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.3 101% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.9 84% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.7 114% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.6 87% 70- 130 VMSC 11/22/10 12:05 1OK0260 j ppbv 0.400 2.00 11.2 104% 70- 130 VMSC 11/22/10 12:05 1OK02601'' -. -, ppbv 0.400 2.00 10.9 97% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.3 98% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.1 103% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.3 113% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.3 105% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.4 113% 70-130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.2 142% 70-130 VMSC 11/22/1012:05 1OK0260 ppbv 0.400 2.00 11.3 109% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.3 121% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.8 134% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.8 114% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.9 119% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 113% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.1 119% 70-130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.6 114% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.7 123% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.4 119% 70-130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.6 118% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.1 141% 70 -130 VMSC 11/22/1012:05 1OK0260 ppbv 0.400 2.00 11.5 120% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 116% 70-130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.3 117% 70-130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.5 111% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.5 108% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.800 2.00 22.6 112% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.3 156% 70-130 VMSC 11/22/10 12:05 1OK0260 i Page 12 of 26 TestAmeCica THE LEADlER IN ENVIRONMENTAL TASTING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244- 0855 *Fax 512- 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Calibration Check - Cont. Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data Spike Target Date QC Analyte Result Qualifiers Units RL Dilution Cone % Rec Range Instrument Analyzed Batch Sample ID: 10K0260 -CCVI (Calibration Check - Air) - cont. EPA T015 - Volatile Organic Compounds by GC/MS Styrene 12.1 1,1,2,2- Tetrachloroetliane 12.4 o- Xylene 12.2 n -Nonane 11.4 Isopropylbenzene 9.94 n- Propylbenzene 10.2 4- Ethyltoluene 10.2 1,3,5 - Trimethylbenzene 10.5 2,4- Trimethylbenzene i 10.1 ,3enzylchloride 11.1 1,3- Dichlorobenzene 11.1 n- Decane 10.1 1,4- Dichlorobenzene 11.1 1,2- Dichlorobenzene 9.19 n- Undecane 13.4 1,2,4 - Trichlorobenzene 23.3 C8 Naphthalene 17.6 C8 Hexachlorobutadiene 24.5 C8 Stern 2- Bronco- 1,1,1- n-iluoroethane 94% (70 -130 %) 10.5 Surr: Fluorobenzene (62 -122 %) 91% Surr: Tohtene -d8 (67 -127 %) 111% Surr: 1,4- Dichlorobutane (76 -136 %) 102% Surr: d- Bromofluorobenzene (73 -133%) 97% ppbv 0.400 2.00 11.6 104% 70-130 VMSC , 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.4 108% 70- 130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.4 107% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.9 105% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.5 94% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.7 96% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.8 95% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.6 90% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.6 87% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.6 96% 70-130 VMSC 11/22/10 12:05 IOK0260 ppbv 0.400 2.00 11.6 96% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.0 92% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.5 97% 70- 130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.5 80% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 10.9 123% 70-130 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.6 201% 50-150 VMSC 11/22/10 12:05 1OK0260 ppbv 0.400 2.00 11.6 151% 70 -130 VMSC 11/22/1012:05 1OK0260 ppbv 0.400 2.00 11.5 213% 50-150 VMSC 11/22/10 12:05 1OK0260 VMSC 11/22/10 12:05 10K0260 VMSC 11/22/10 12:05 1OK0260 VMSC 11/22/10 12:05 1OK0260 VMSC 11/22/10 12:05 IOK0260 VMSC 11/22/10 12:05 1OK0260 Page 13 of 26 TestAmerica THE LEADER IN ENVIRONMENTAL TESTING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244 -0855' Fax 512 - 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Duplicate Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data QC Sample Date Analyte Orig. Qualifier Duplicate Units RPD Limit Batch Duplicated Analyzed Sample ID: 1OK0111 -DUP1 (Duplicate - Air) EPA TO14A - Volatile Organic Compounds by GC /MS Methane 4.56 J 3.54 ppmv 25 25 1OK0111 ATK0064 -02 11/09/10 13:48 Ethene ND ND ppmv 25 10K01II ATK0064 -02 11/09/10 13:48 Acetylene ND ND ppmv 25 10K01II ATK0064 -02 11/09/10 13:48 Ethane ND ND ppmv 25 10K01II ATK0064 -02 11/09/10 13:48 Propylene ND ND ppmv 25 1OK0111 ATK0064 -02 11/09/10 13:48 Propane ND ND ppmv 25 10K0111 ATK0064 -02 11/09/10 13:48 Sample ID: 1OK0260 -DUP2 (Duplicate - Air) EPA TO15 - Volatile Organic Compounds by GUMS Propylene 0.185 J 0.184 ppbv 0.5 25 IOK0260 ATKOO12 -02 11/23/10 4:46 Chlorodifluoromethane 0.283 J 0.292 ppbv 3 25 1OK0260 ATK0012 -02 11/23/10 4:46 Dichlorodifluoromethane 0.513 J 0.519 ppbv 1 25 IOK0260 ATK0012 -02 11/23/10 4:46 Chloromethane 0.525 J 0.528 ppbv 0.5 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,2-Dichloro- 1, 1,2,2-tetrafluoroethane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Vinyl chloride ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,3- Butadiene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Butane 1.32 1.32 ppbv 0.4 25 10K0260 ATK0012 -02 11/23/10 4:46 Bromomethane ND ND ppbv 25 10K0260 ATK0012 -02 11/23/10 4:46 Chloroethane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Vinyl bromide ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Isopentane 0.445 J 0.450 ppbv 1 25 1OK0260 ATK0012 -02 11/23/10 4:46 Trichlorofluoromethane 0.258 J 0.263 ppbv 2 25 1OK0260 ATK0012 -02 11/23/10 4:46 Acetone 4.82 B 4.83 ppbv 0.3 25 1OK0260 ATK0012 -02 11/23/10 4:46 n- Pentane 0.348 J 0.379 ppbv 9 25 1OK0260 ATK0012 -02 11/23/10 4:46 Diethyl ether ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,1- Dichloroethene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Methylene chloride 0.0747 ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Carbon disulfide ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Allyl chloride ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,1,2- Triohlorotrifluoroethane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 trans- l,2- Dichloroethene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,1- Dichloroethane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Methyl tert-Butyl Ether ND ND ppbv 25 IOK0260 ATK0012 -02 11/23/10 4:46 Page 14 of 26 TestAmerica THE LEADEN IN ENVIRONMENTAL TESTING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244-0855' Fax 512 -244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Duplicate - Cont. Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Analyte Data Orig. Qualifier Duplicate Units RPD Limit QC Batch Sample Duplicated Date Analyzed Sample ID: 1OK0260 -DUP2 (Duplicate - Air) - cont. EPA T015 - Volatile Organic Compounds by GC/11/IS Vinyl acetate ND ND ppbv 50 1OK0260 ATK0012 -02 11/23/10 4:46 2- Butanone (MEK) 0.451 J 0.465 ppbv 3 25 1OK0260 ATK0012 -02 11/23/10 4:46 cis- 1,2- Dichloroethene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Bmmochloromethane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Hexane 0.0732 J 0.0742 ppbv 1 25 1OK0260 ATKO012 -02 11/23 /10 4:46 Chloroform ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,2- Dicliloroethane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 x,1,1- Trichloroethane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 nzene 0.0895 J 0.0914 ppbv 2 25 1OK0260 ATKO012 -02 11/23/10 4:46 Carbon tetrachloride 0.122 J 0.106 ppbv 14 25 1OK0260 ATKOOI2 -02 11/23/10 4:46 Cyclohexane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,2- Dichloropropane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Bromodichloromethane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Trichloroethene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 2,2,4- Trimethylpentane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Heptane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 cis -1,3- Dichloropropene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 4- Methyl -2- pentanone (MIBK) ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 trans -1,3- Dichloropropene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,1,2 - Trichloroethane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Toluene 0.306 J 0.296 ppbv 3 25 1OK0260 ATKO012 -02 11/23 /10 4:46 2- Hexanone ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Chlorodibromomethane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,2- Dibromoethane (EDB) ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 n -Octane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Tetrachloroethene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Chlorobenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Ethylbenzene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23 /10 4:46 m- Xylene & p- Xylene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Bromo£orm ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Styrene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,1,2,2- Tetrachloroethane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 o- Xylene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Nonane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Page 15 of 26 TestAmerica Duplicate -rue d CAMMO tai =ntlttnrIM04t�e.iTh( TCerMir 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244 - 0855 *Fax 512 - 244 -0160 TITAN Engineering, Inc. Work Order: ATKO064 Received: 11/02/10 08:45 2801 Network Blvd., Suite 200 Reported: 11/30/10 17:53 Frisco, TX 75304 Project: CHK - Bogi Doug Harbour Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Duplicate - Cont. Data Analyte Orig. Qualifier Duplicate Units RPD Limit QC Batch Sample Duplicated Date Analyzed Sample ID: 1OK0260 -DUP2 (Duplicate - Air) - cont. EPA T015 - Volatile Organic Compounds by GC/N1S Isopropylbenzene ND ND ppbv 50 1OK0260 ATKO012 -02 11/23/10 4:46 2 & 3- Chlorotoluene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 n- Propylbenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 4- Ethyltoluene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,3,5- Trimethylbenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,2,4 - Trimethylbenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23 /10 4:46 tert - Butylbenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Benzyl chloride ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,3- Dichlorobenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 n -Decane ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,4- Dichlorobenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 4- Isopropyholuene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 1,2- Diehlorobenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 n- Butylbenzene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 n- Undecane ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 1,2,4- Tricblorobenzene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Naphthalene ND ND ppbv 25 1OK0260 ATK0012 -02 11/23/10 4:46 Hexachlorobutadiene ND ND ppbv 25 1OK0260 ATKO012 -02 11/23/10 4:46 Surr:2- Bromo- 1,1,1- triuoroethane 97% 1OK0260 11/23/10 4:46 (70 -130 %) Surr: Fluorobenzene (62- 12201o) 78% 1OK0260 11/23/10 4:46 Surr: Tohtene - 138(67 -127 %) 101% 1OK0260 11/23/10 4:46 Surr.- 44- Dichlorobutane (76 -136 %) 111% 1OK0260 11/23/10 4:46 Surr: d- Brontofluorobenzene (73 -133 %) 104% 1OK0260 11/23/10 4:46 Sample ID: 1OK0260 -DUP3 (Duplicate - Air) EPA T015 - Volatile Organic Compounds by GC/MS Propylene 0.0946 J 0.0923 ppbv 3 25 1OK0260 ATKO012 -03 11/23/10 6:44 Chlorodifluoromethane 0.299 J 0.307 ppbv 3 25 1OK0260 ATK0012 -03 11/23/10 6:44 Dichlorodifluoromethane 0.537 J 0.535 ppbv 0.3 25 1OK0260 ATKO012 -03 11/23/10 6:44 Chloromethane 0.581 J 0.558 ppbv 4 25 1OK0260 ATKO012.03 11/23/10 6:44 1,2- Dicbloro- 1,1,2,2- tetrafluoroethane ND ND ppbv 25 1OK0260 ATKO012.03 11/23/10 6:44 Vinyl chloride ND ND ppbv 25 1OK0260 ATKO012 -03 11/23/10 6:44 Page 16 of 26 TestAmeri-ca THE LEADE12 IN ENVIIRONMENTAL TrSTING ` 14050 Summit Drive, Suite A100 Austin, TX78728.512- 244 -0855 *Fax 512 - 244 -0160 TITAN Engineering, Inc. Work Order: ATKO064 Received: 11/02/10 08:45 2801 Network Blvd., Suite 200 Reported: 11/30/10 17:53 Frisco, TX 75304 Project: CHK - Bogi Doug Harbour Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Duplicate - Cont. Data QC Sample Date Analyte Orig. Qualifier Duplicate Units RPD Limit Batch Duplicated Analyzed Sample ID: 10K0260 -DUP3 (Duplicate - Air) - cont. EPA TO15 - Volatile Organic Compounds by GUMS 1,3- Butadiene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Butane 1.40 1.41 ppbv 0.5 25 10K0260 ATK0012 -03 11/23/10 6:44 Bromomethane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Chloroethane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Vinyl bromide ND ND ppbv 25 IOK0260 ATKOO12 -03 11/23/10 6:44 Isopentane 0.450 J 0.461 ppbv 2 25 1OK0260 ATK0012 -03 11/23/10 6:44 Trichlorofluoromethane 0.271 J 0.269 ppbv 0.9 25 1OK0260 ATK0012 -03 11/23/10 6:44 Acetone 3.29 B 3.27 ppbv 0.7 25 1OK0260 ATK0012 -03 11/23/10 6:44 'entane 0.346 J 0.365 ppbv 5 25 1OK0260 ATK0012 -03 11/23/10 6:44 Diethyl ether ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,1- Dicbloroethene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Methylene chloride ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Carbon disulfide ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Allyl chloride ND ND ppbv 25 1OK0260 ATKO012 -03 11/23/10 6:44 1,1,2 - Trichlorotrifluoroethane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 trans- l,2- Dichloroethene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 I,1- Dichloroethane ND ND ppbv 25 10K0260 ATK0012 -03 11/23/10 6:44 Methyl tert -Butyl Ether ND ND ppbv 25 10K0260 ATK0012 -03 11/23/10 6:44 Vinyl acetate ND ND ppbv 50 1OK0260 ATKO012 -03 11/23/10 6:44 2- Butamme (MEK) 0.320 J 0,324 ppbv 1 25 IOK0260 ATK0012 -03 11/23/10 6:44 cis- 1,2- Dichloroethene ND ND ppbv 25 IOK0260 ATK0012 -03 11/23/10 6:44 Bromocbloromethane ND ND ppbv 25 1OK0260 ATKOO12 -03 11/23/10 6:44 Hexane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23 /10 6:44 Chloroform ND ND ppbv 25 10K0260 ATK0012 -03 11/23/10 6:44 1,2- Dichloroethane ND ND ppbv 25 10K0260 ATK0012 -03 11/23/10 6:44 1,1,1 - Tricbloroethane ND ND ppbv 25 10K0260 ATK0012 -03 11/23/10 6:44 Benzene 0.0719 J 0.0759 ppbv 6 25 1OK0260 ATK0012 -03 11/23/10 6:44 Carbon tetrachloride 0.119 J 0.120 ppbv 1 25 1OK0260 ATK0012 -03 11/23/10 6:44 Cyclohexane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,2- Dichloropropane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Bromodichloromethane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Trichloroethene ND ND ppbv 25 IOK0260 ATK0012 -03 11/23/10 6:44 2,2,4- Trimethylpentane ND ND ppbv 25 IOK0260 ATK0012 -03 11/23/10 6:44 ;ptane ND ND ppbv 25 1OK0260 ATKOO12 -03 11/23/10 6:44 Page 17 of 26 TestAmerica THE LEADLIR IN IENVIRONMENTAL T5STING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244- 0855` Fax 512- 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Duplicate - Cont. Received: 11/02/10 08:45 Reported: 11 /30/10 17:53 Data QC Sample Date Analyte Orig. Qualifier Duplicate Units RPD Limit Batch Duplicated Analyzed Sample ID: 1OK0260 -DUP3 (Duplicate - Air) - cont. EPA T015 - Volatile Organic Compounds by GUMS cis -1,3- Dichloropropene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 4- Methyl -2- pentanone (MIl3K) ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 trans -1,3- Dichloropropene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,1,2- Trichloroethane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Toluene 0.481 J 0.502 ppbv 4 25 1OK0260 ATK0012 -03 11/23/10 6:44 2- Hexanone ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Chlorodibromomethane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,2- Dibromoethane (EDB) ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 n -Octane ND ND ppbv 25 10K0260 ATK0012 -03 11/23/10 6:44 Tetrachloroethene ND ND ppbv 25 10K0260 ATK0012 -03 11/23/10 6:44 Clilorobenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Ethylbenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 m- Xylene & p- Xylene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Bromofonn ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Styrene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,1,2,2- Tetrachloroethane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 o- Xylene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 n -Nonane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Isopropylbenzene ND ND ppbv 50 1OK0260 ATK0012 -03 11/23/10 6:44 2 & 3- Chlorotoluene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 n- Propylbenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 4- Ethyltoluene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,3,5- Trimethylbenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,2,4- Trimethylbenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 tert - Butylbenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Benzyl chloride ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,3- Dichlorobenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 n -Decane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,4- Dichlorobenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 4- Isopropyltoluene ND ND ppbv 25 1OK0260 ATKO012 -03 11/23/10 6:44 1,2- Dichlorobenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 n- Butylbenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 n- Undecane ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 1,2,4- Tichlorobenzene ND ND ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 Page 18 of 26 TestAmeric-a TH11E l-EADM IN ENVIRONME=NTAL TI =STING 14050 Summit Drive, Suite A100 Austin, TX78728.512- 244 - 0855 *Fax 512 -244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA Duplicate - Cont. Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data QC Sample Date Analyte Orig. Qualifier Duplicate Units RPD Limit Batch Duplicated Analyzed Sample ID: 10K0260 -DUP3 (Duplicate - Air) - cont. EPA TO15 - Volatile Organic Compounds by GUMS Naphtbalene ND ND Hexachlorobutadiene ND ND Surr.2- Brotno- 1,1,1- triiluoroethane 95% (70- 130 %) 11/23/10 6:44 Surr: Fluorobenzene (62 -122 %) 71% Surr: Toluene -& (67 -127 %) 100% Surr: 1,4- Dichlorobutane (76- 13691o) 115% Surr: 4- Browfluorobenzeie (73 -133 %) 105% ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 ppbv 25 1OK0260 ATK0012 -03 11/23/10 6:44 10K0260 11/23/10 6:44 1OK0260 11/23/10 6:44 1OK0260 11/23/10 6:44 1OK0260 11/23/10 6:44 1OK0260 11/23/10 6:44 Page 19 of 26 TestAmerica TUC t xeneu IM t= K1Mt*nK1,A6A1TA1 TeQTtnirS 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244 -0855 *Fax 512 - 244 -0160 TITAN Engineering, Inc. Work Order: ATKO064 Received: 11/02/10 08:45 2801 Network Blvd., Suite 200 Reported: 11/30/10 17:53 Frisco, TX 75304 Project: CHK - Bogi Doug Harbour Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA LCS Analyte Data Result Qualifiers Units RL Dilution Spike Conc % Rec Target Range Instrument Date Analyzed QC Batch Sample ID: 10K0111 -BSI (LCS - Air) 12.8 ppbv 0.400 2.00 10.9 118% 50-150 VMSC 11/22/10 15:00 1OK0260 EPA T014A - Volatile Organic Compounds by GC/N1S 11.7 ppbv 0.400 2.00 10.4 112% 50-150 VMSC 11/22/10 15:00 Methane 1490 ppmv 5.00 1.00 2020 73% 62- 122 LGIA 11/08/10 15:42 10K0111 Ethene 1550 ppmv 5.00 1.00 2010 77% 64- 124 LGIA 11/08/10 15:42 10K01 I Acetylene 1660 ppmv 5.00 1.00 2010 83% 70- 120 LGIA 11/08/10 15:42 10K0111 Ethane 1580 ppmv 5.00 1.00 2000 79% 65-125 LGIA 11/08/10 15:42 1OK0111 Propylene 1660 ppmv 5.00 1.00 2000 83% 74- 134 LGIA 11/08/10 15:42 1OK0111 Propane 1630 ppmv 5.00 1.00 2010 81% 60-120 LGIA 11/08/10 15:42 10K0111 Sample ID: 1OK0260 -BS1 (LCS - Air) EPA T015 - Volatile Organic Compounds by GUMS Propylene 11.5 ppbv 0.400 2.00 10.4 110% 50-150 VMSC 11/22/10 15:00 1OK0260 Chlorodifluoromethane 12.8 ppbv 0.400 2.00 10.9 118% 50-150 VMSC 11/22/10 15:00 1OK0260 Dichlorodifluoromethane 11.7 ppbv 0.400 2.00 10.4 112% 50-150 VMSC 11/22/10 15:00 1OK0260 Chloromethane 12.1 ppbv 0.400 2.00 10.8 112% 50- 150 VMSC 11/22/10 15:00 1OK0260 1,2- Dichloro- 1,1,2,2 - tetrafluoroethane 10.2 ppbv 0.400 2.00 10.7 95% 50- 150 VMSC 11/22/10 15:00 1OK0260 Vinyl chloride 11.3 ppbv 0.400 2.00 10.7 107% 50- 150 VMSC 11/22/10 15:00 1OK0260 1,3- Butadiene 13.2 ppbv 0.400 2.00 10.4 126% 50-150 VMSC 11/22/10 15:00 1OK0260 Butane 11.8 ppbv 0.400 2.00 10.5 112% 50- 150 VMSC 11/22/10 15:00 1OK0260 Bromomethane 11.4 ppbv 0.400 2.00 10.7 107% 50- 150 VMSC 11/22/10 15:00 1OK0260 Chloroethane 11.3 ppbv 0.400 2.00 10.5 108% 50-150 VMSC 11/22/10 15:00 1OK0260 Vinyl bromide 12.0 ppbv 0.400 2.00 10.7 112% 50-150 VMSC 11/22/10 15:00 1OK0260 Isopentane 12.4 ppbv 0.400 2.00 11.0 113% 50- 150 VMSC 11/22/10 15:00 1OK0260 Trichlorofluoromethane 12.7 ppbv 0.400 2.00 10.9 117% 50-150 VMSC 11/22/10 15:00 1OK0260 Acetone 13.6 B ppbv 0.400 2.00 11.0 124% 50-150 VMSC 11/22/10 15:00 1OK0260 n- Pentane 14.1 ppbv 0.400 2.00 11.2 126% 50- 150 VMSC 11/22 /10 15:00 1OK0260 Diethyl ether 12.2 ppbv 0.400 2.00 11.0 112% 50-150 VMSC 11/22/10 15:00 1OK0260 1,1- Dichloroethene 12.7 ppbv 0.400 2.00 11.0 116% 50- 150 VMSC 11/22/10 15:00 1OK0260 Methylene chloride 13.5 ppbv 0.400 2.00 11.0 123% 50- 150 VMSC 11/22/10 15:00 1OK0260 Carbon disulfide 10.9 ppbv 0.400 2.00 11.1 98% 50- 150 VMSC 11/22/10 15:00 1OK0260 Allyl chloride 13.2 ppbv 0.400 2.00 11.0 120% 50- 150 VMSC 11/22/10 15:00 1OK0260 1,1,2- Trichlorotrifluoroethane 11.7 ppbv 0.400 2.00 11.1 105% 50-150 VMSC 11/22/10 15:00 1OK0260 trans- l,2- Dichloroethene 12.3 ppbv 0.400 2.00 10.8 114% 50-150 VMSC 11/22/10 15:00 1OK0260 1,1- Dichloroethane 12.5 ppbv 0.400 2.00 11.1 113% 50-150 VMSC 11/22/10 15:00 1OK0260 Methyl tert-Butyl Ether 11.4 ppbv 0.400 2.00 11.1 103% 50-150 VMSC 11/22/10 15:00 1OK0260 Vinyl acetate 15.1 ppbv 0.400 2.00 11.6 130% 50-150 VMSC 11/22/10 15:00 1OK0260 Page 20 of 26 TestAmenca THE LEAD" IN ENVIRONMENTAL MBTING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244- 0855' Fax 512- 244 -0160 TITAN Engineering, Inc. Work Order: ATK0064 Received: 11/02/10 08:45 2801 Network Blvd., Suite 200 Reported: 11/30/10 17:53 Frisco, TX 75304 Project: CHK - Bogi Doug Harbour Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA LCS - Cont. Data Spike Target Date QC Analyte Result Qualifiers Units RL Dilution Cone % Rec Range Instrument Analyzed Batch Sample ID: 1OK0260 -BSI (LCS - Air) - cont. EPA T015 - Volatile Organic Compounds by GUMS 2- Butanone (MEK) 13.3 ppbv 0.400 2.00 11.5 115% 50- 150 VMSC 11/2211015:00 1OK0260 cis- 1,2- Dichloroethee 13.0 ppbv 0.400 2.00 11.2 116% 50-150 VMSC 11/22/10 15:00 1OK0260 Hexane 12.3 ppbv 0.400 2.00 11.7 105% 50- 150 VMSC 11/22/10 15:00 1OK0260 Chlorofonn 12.6 ppbv 0.400 2.00 10.4 121% 50- 150 VMSC 11/22/10 15:00 1OK0260 1,2- Dichloroethane 13.7 ppbv 0.400 2.00 11.1 124% 50-150 VMSC 11/22/10 15:00 1OK0260 1,1,1 - Trichloroethane 13.0 ppbv 0.400 2.00 11.0 118% 50-150 VMSC 11/22/10 15:00 1OK0260 Benzene 14.7 ppbv 0.400 2.00 11.0 134% 50- 150 VMSC 11/22/10 15:00 1OK0260 Carbon tetrachloride 18.3 Ll ppbv 0.400 2.00 10.8 170% 50-150 VMSC 11/22/10 15:00 1OK0260 clohexane 14.6 ppbv 0.400 2.00 11.3 129% 50-150 VMSC 11/22/10 15:00 1OK0260 .;2- Dichloropropane 15.4 ppbv 0.400 2.00 11.3 136% 50- 150 VMSC 11/22/10 15:00 1OK0260 Bromodichloromethane 17.6 Ll ppbv 0.400 2.00 11.2 157% 50-150 VMSC 11/22/10 15:00 1OK0260 Trichloroethee 13.9 ppbv 0.400 2.00 11.2 125% 50- 150 VMSC 11/22/10 15:00 IOK0260 2,2,4 - Trimethylpentane 15.7 ppbv 0.400 2.00 10.9 144% 50- 150 VMSC 11/22/10 15:00 IOK0260 Heptane 14.5 ppbv 0.400 2.00 11.3 128% 50- 150 VMSC 11/22/10 15:00 IOK0260 cis -1,3- Dichloropropene 15.8 ppbv 0.400 2.00 11.4 139% 50- 150 VMSC 11/22/10 15:00 1OK0260 4- Methyl -2- pentanone (MIBK) 16.4 ppbv 0.400 2.00 11.5 143% 50- 150 VMSC 11/22/10 15:00 1OK0260 trans -1,3- Dichloropropene 15.0 ppbv 0.400 2.00 10.5 142% 50- 150 VMSC 11/22/10 15:00 1OK0260 1,1,2 - Trichloroethane 15.2 ppbv 0.400 2.00 11.2 136% 50- 150 VIvISC 11/22/10 15:00 10K0260 Toluene 14.9 ppbv 0.400 2.00 11.2 133% 50-150 VMSC 11/22/10 15:00 1OK0260 2- Hexanone 16.7 ppbv 0.400 2.00 11.4 146% 50- 150 VMSC 11/22/10 15:00 1OK0260 Chlorodibromomethane 18.2 Ll ppbv 0.400 2.00 11.4 160% 50-150 VMSC 11/22/10 15:00 1OK0260 1,2- Dibromoethane (EDB) 15.1 ppbv 0.400 2.00 11.1 136% 50- 150 VMSC 11/22/10 15:00 1OK0260 n -Octane 15.0 ppbv 0.400 2.00 10.8 139% 50-150 VMSC 11/22/10 15:00 1OK0260 Tetrachloroethene 14.4 ppbv 0.400 2.00 10.8 133% 50- 150 VMSC 11/22/10 15:00 1OK0260 Chlorobenzene 14.1 ppbv 0.400 2.00 11.3 125% 50- 150 VMSC 11/22/10 15:00 1OK0260 Ethylbenzene 14.0 ppbv 0.400 2.00 11.2 125% 50- 150 VMSC 11/22/10 15:00 1OK0260 m- Xylene & p- Xylene 28.4 ppbv 0.800 2.00 21.9 130% 50- 150 VMSC 11/22/10 15:00 1OK0260 Bromoform 20.7 Ll ppbv 0.400 2.00 11.0 188% 50-150 VMSC 11/22/10 15:00 10K0260 Styrene 13.6 ppbv 0.400 2.00 11.4 119% 50- 150 VMSC 11/22/10 15:00 1OK0260 1,1,2,2 - Tetrachloroethane 14.3 ppbv 0.400 2.00 11.4 126% 50- 150 VMSC 11/22/10 15:00 1OK0260 o- Xylene 14.2 ppbv 0.400 2.00 11.4 125% 50- 150 VMSC 11/22/10 15:00 1OK0260 n -Nonane 14.4 ppbv 0.400 2.00 10.9 132% 50- 150 VMSC 11/22/10 15:00 1OK0260 Isopropylbenzene 13.1 ppbv 0.400 2.00 10.7 123% 50-150 VMSC 11/22/10 15:00 IOK0260 2 & 3- Chlorotoluene 13.4 ppbv 0.800 2.00 11.4 117% 50-150 VMSC 11/22/10 15:00 1OK0260 n- Propylbenzene 13.2 ppbv 0.400 2.00 10.7 124% 50-150 VMSC 11/22/10 15:00 1OK0260 Ethyltoluene 13.3 ppbv 0.400 2.00 11.5 116% 50-150 VMSC 11/22/10 15:00 1OK0260 Page 21 of 26 TestAmerica THP LEADER IN ENVIRONM5NTAL TrES` ING 14050 Summit Drive, Suite A100 Austin, TX78728'S12- 244 -0855' Fax 512 -244 -0160 PROJECT QUALITY CONTROL DATA LCS - Cont. Analyte Data Result Qualifiers Units RL Dilution Spike Cone % Rec Target Range Instrument Date Analyzed QC Batch Sample ID: 10I {0260 -BSI (LCS - Air) - cont. EPA TO15 - Volatile Organic Compounds by GC/MS 1,3,5- Trimedrylbenzene 12.8 ppbv 0.400 2.00 11.2 114% 50-150 VMSC 11/22/10 15:00 1OK0260 1,2,4- Trimedrylbenzene 12.7 ppbv 0.400 2.00 11.2 114% 50- 150 VMSC 11/22/10 15:00 1OK0260 tert- Butylbenzene 15.6 ppbv 0.400 2.00 11.2 140% 50-150 VMSC 11/22/10 15:00 1OK0260 Benzyl chloride 15.5 ppbv 0.400 2.00 11.4 136% 50-150 VMSC 11/22/10 15:00 1OK0260 1,3- Dichlorobenzene 12.5 ppbv 0.400 2.00 11.4 110% 50-150 VMSC 11/22/10 15:00 1OK0260 n -Decane 13.7 ppbv 0.400 2.00 11.1 123% 50-150 VMSC 11/22/10 15:00 1OK0260 1,4- Dichlorobenzene 12.7 ppbv 0.400 2.00 11.1 115% 50- 150 VMSC 11/22/10 15:00 1OK0260 4- Isopropyltoluene 15.4 ppbv 0.400 2.00 11.1 139% 50- 150 VMSC 11/22/10 15:00 IOK0260 1,2- Dichlorobenzene 12.3 ppbv 0.400 2.00 11.2 110% 50- 150 VMSC 11/22/10 15:00 1OK0260 n- Butylbenzene 17.7 Ll ppbv 0.400 2.00 11.2 158% 50-150 VMSC 11/22/1015:00 1OK0260 n- Undecane 14.7 ppbv 0.400 2.00 11.0 134% 50- 150 VMSC 11/22/10 15:00 1OK0260 1,2,4 - Trichlorobenzene 9.56 ppbv 0.400 2.00 11.4 84% 50-150 VMSC 11/22/10 15:00 1OK0260 Naphthalene 8,65 ppbv 0.400 2.00 11.3 77% 50-150 VMSC 11/22/10 15:00 1OK0260 Hexachlorobutadiene 10.1 ppbv 0.400 2.00 11.2 90% 50- 150 VMSC 11/22/10 15:00 1OK0260 Surr: 2- Bromo- 1,1,1- triuoroethane 95% VMSC 11/22/10 15:00 1OK0260 (70 -130 %) Surr: Fluorobenzene (62 -122 %) 88% VMSC 11/22/10 15:00 IOK0260 Surr: Tohtene -d8 (67- 127916) 107% VMSC 11/22/10 15:00 10K0260 Surr.- 1,4- Diehlorobtnane (76 -136 %) 101% VMSC 11/22/10 15:00 1OK0260 Surr: 4- Bromojluorobenzene (73 -133 %) 97% VMSC 11/22/10 15:00 1OK0260 Page 22 of 26 TestAmerica THIE LEADER IN ENViRONN115NTAL Tr=STING 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244 -0855 *Fax 512 - 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA LCS Dup Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data Analyte Result Qualifiers Units RL Dilution Spike Cone % Rec Target Range RPD Limit Date Analyzed QC Batch Sample ID: 1010111 -BSDI (LCS Dup - Air) Chlorodifluoromethane 12.0 ppbv 0.400 2.00 10.9 110% 50- 150 7 25 EPA T014A - Volatile Organic Compounds by GC /MS 1OK0260 Dichlorodifluoromethane 10.9 ppbv 0.400 2.00 10.4 104% 50-150 7 Methane 1660 ppmv 5.00 1.00 2020 82% 62-122 it 25 11/08/10 16:03 1OK0111 Ethene 1740 ppmv 5.00 1.00 2010 87% 64-124 11 25 11/08/10 16:03 1OK0111 Acetylene 1850 ppmv 5.00 1.00 2010 92% 70-120 11 25 11/08/10 16:03 10K0111 Ethane 1770 ppmv 5.00 1.00 2000 88% 65-125 11 25 11/08/10 16:03 1OK0111 Propylene 1840 ppmv 5.00 1.00 2000 92% 74-134 11 25 11 /08 /10 16:03 1OK0111 Propane 1770 ppmv 5.00 1.00 2010 88% 60- 120 8 25 11/08/10 16:03 10K0111 -,ample ID: 10I4.0260 -BSDI (LCS Dup - Air) SPA T015 - Volatile Organic Compounds by GC/MS Propylene 10.7 ppbv 0.400 2.00 10.4 103% 50-150 7 25 11/22/10 16:57 1OK0260 Chlorodifluoromethane 12.0 ppbv 0.400 2.00 10.9 110% 50- 150 7 25 11/22/10 16:57 1OK0260 Dichlorodifluoromethane 10.9 ppbv 0.400 2.00 10.4 104% 50-150 7 25 11/22/10 16:57 1OK0260 Chloromethane 11.4 ppbv 0.400 2.00 10.8 106% 50-150 6 25 11/22/10 16:57 1OK0260 1,2-Dichloro- 1, 1,2,2-tetrafluoroethane 9.47 ppbv 0.400 2.00 10.7 89% 50-150 7 25 11/22/10 16:57 1OK0260 Vinyl chloride 10.6 ppbv 0.400 2.00 10.7 99% 50-150 7 25 11/22/10 16:57 1OK0260 1,3- Butadiene 12.4 ppbv 0.400 2.00 10.4 119% 50- 150 6 25 11/22/10 16:57 1OK0260 Butane 11.2 ppbv 0.400 2.00 10.5 106% 50-150 6 25 11/22/10 16:57 1OK0260 Bromomethane 10.7 ppbv 0.400 2.00 10.7 100% 50-150 7 25 11/22/10 16:57 1OK0260 Chloroethane 10.6 ppbv 0.400 2.00 10.5 100% 50- 150 7 25 11/22/10 16:57 1OK0260 Vinyl bromide 11.1 ppbv 0.400 2.00 10.7 104% 50-150 8 25 11/22/10 16:57 1OK0260 Isopentane 11.7 ppbv 0.400 2.00 11.0 107% 50-150 6 25 1 1/22/10 16:57 1OK0260 Trichlorofluoromethane 11.9 ppbv 0.400 2.00 10.9 109% 50- 150 7 25 11/22/10 16:57 1OK0260 Acetone 12.5 B ppbv 0.400 2.00 11.0 114% 50-150 8 25 11/22/10 16:57 1OK0260 n- Pentane 13.4 ppbv 0.400 2.00 11.2 119% 50- 150 5 25 11/22/10 16:57 1OK0260 Diethyl ether 11.6 ppbv 0.400 2.00 11.0 106% 50- 150 5 25 11/22/10 16:57 1OK0260 1,1- Dichloroethee 12.0 ppbv 0.400 2.00 11.0 110% 50- 150 6 25 11/22/10 16:57 1OK0260 Methylene chloride 12.8 ppbv 0.400 2.00 11.0 117% 50- 150 5 25 11/22/10 16:57 1OK0260 Carbon disulfide 10.2 ppbv 0.400 2.00 11.1 92% 50- 150 6 25 11/22/10 16:57 ,1OK0260 Allyl chloride 12.9 ppbv 0.400 2.00 11.0 118% 50-150 , . 2 25 11/22/10,16:57 1OK0260 1,1,2- Trichlorotrifluoroeflrane 10.9 ppbv 0.400 2.00 11.1 99% 50-150 7 25 11/22/10 16:57 1OK0260 trans- l,2- Dichloroethee 11.7 ppbv 0.400 2.00 10.8 108% 50-150 5 25 11/22/10 16:57 1OK0260 1,1- Dichloroethane 11.9 ppbv 0.400 2.00 11.1 107% 50- 150 5 25 11/22/10 16:57 1OK0260 Methyl tert -Butyl Ether 10.3 ppbv 0.400 2.00 11.1 93% 50-150 10 25 11/22/10 16:57 1OK0260 'inyl acetate 14.3 ppbv 0.400 2.00 11.6 123% 50- 150 5 50 11/22/10 16:57 1OK0260 Page 23 of 26 TestAmerica THE LEADER IN ENVIRONMENTAL TrESTING 14050 Summit Drive, Suite A100 Austin, TX 78728 * 512-244-0855 * Fax 512-244-0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATK0064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA LCS Dup - Cont. Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data Spike Target Date QC Analyte Result Qualifiers Units RL Dilution Conc % Rec Range RPD Limit Analyzed Batch Sample ID: 10K0260 -BSD1 (LCS Dup - Air) - cont. EPA T015 - Volatile Organic Compounds by GC/MS 2- Butanone (MEK) 12.1 cis- 1,2- Dichloroethee 12.3 Hexane 11.6 Chloroform 11.9 1,2- Dichloroethane 13.1 1,1,1- Trichtoroethane 12.3 Benzene 14.2 Carbon tetrachloride 17.6 Cyclohexane 14.2 1,2- Dichloropropane 14.9 Bromodichloromethane 16.9 Trichloroethene 13.3 2,2,4- Trimethylpentane 15.0 Heptane 14.1 cis -1,3- Dichloropropene 15.3 4- Methyl -2- pentanone (MIBK) 14.7 trans- l,3- Dichloropropene 14.5 1,1,2- Trichloroethane 14.6 Toluene 14.4 2- 1-lexanone 14.3 Chlorodibromomethane 17.7 1,2- Dibrornoethane (EDB) 14.5 n- Octane 15.0 Tetrachloroethene 13.8 Chlorobenzene 13.6 Ethylbenzene 13.6 m- Xylene & p- Xylene 27.7 Bromoform 19.8 Styrene 13.1 1,1,2,2 - Tetrachloroethane 13.7 o- Xylene 13.9 n -Nonane 14.4 Isopropylbenzene 12.8 2 & 3- Chlorotoluene 13.1 n- Propylbenzene 12.9 4- Ethyltoluene 12.9 ppbv 0.400 2.00 11.5 105% 50- 150 10 25 11/22/10 16:57 IOK0260 ppbv 0.400 2.00 11.2 110% 50- 150 5 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.7 99% 50- 150 5 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.4 114% 50- 150 6 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.1 119% 50- 150 4 25 11/22/10 16:57 IOK0260 ppbv 0.400 2.00 11.0 113% 50- 150 5 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.0 129% 50- 150 4 25 11/22/10 16:57 IOK0260 Ll ppbv 0.400 2.00 10.8 163% 50-150 4 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.3 126% 50- 150 3 25 11/22/10 16:57 1OK0260 r ppbv 0.400 2.00 11.3 132% 50- 150 3 25 11/22/10 16:57 1OK0260 ` -- -- Ll ppbv 0.400 2.00 11.2 151% 50-150 4 25 11122/1016:57 10K0260 ppbv 0.400 2.00 11.2 119% 50-150 5 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.9 138% 50-150 5 25 11/22/10 16:57 10K0260 ppbv 0.400 2.00 11.3 125% 50- 150 3 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.4 134% 50-150 3 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.5 128% 50-150 11 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.5 137% 50-150 4 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.2 131% 50-150 3 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.2 129% 50- 150 4 25 11/22/10 16:57 IOK0260 ppbv 0.400 2.00 11.4 126% 50- 150 15 25 11/22/10 16:57 1OK0260 Ll ppbv 0.400 2.00 11.4 155% 50-150 3 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.1 131% 50- 150 4 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.8 139% 50-150 0.1 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.8 129% 50-150 4 25 11/22/10 16:57 IOK0260 ppbv 0.400 2.00 11.3 120% 50-150 4 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.2 121% 50- 150 3 25 11/22/10 16:57 1OK0260 ppbv 0.800 2.00 21.9 126% 50- 150 2 25 11/22/10 16:57 1OK0260 Ll ppbv 0.400 2.00 11.0 180% 50-150 4 25 11/22110 16:57 1OK0260 ppbv 0.400 2.00 11.4 115% 50- 150 4 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.4 120% 50- 150 4 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.4 122% 50- 150 2 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.9 132% 50- 150 0.04 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.7 120% 50- 150 3 50 11/22/10 16:57 1OK0260 ppbv 0.800 2.00 11.4 115% 50- 150 2 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 10.7 121% SO- 150 2 25 11/22/10 16:57 1OK0260 ppbv 0.400 2.00 11.5 112% 50-150 3 25 11/22/10 16:57 1OK0260 j Page 24 of 26 TestAmerica THE LEADER IN ENVIRONMENTAL TESTING 14050 Summit Drive, Suite A100 Austin, TX78728 *512- 244 -0855 *Fax 512 - 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour Work Order: ATKO064 Project: CHK - Bogi Project Number: CHK - Bogi PROJECT QUALITY CONTROL DATA LCS Dup - Cont. Received: 11/02/10 08:45 Reported: 11/30/10 17:53 Data Spike Target Date QC Analyte Result Qualifiers Units RL Dilution Cone % Rec Range RPD Limit Analyzed Batch Sample ID: 10100260 -BSD1 (L,CS Dup - Air) - cont. EPA TO15 - Volatile Organic Compounds by GUMS 1,3,5 - Trimethylbenzene 12.3 ppbv 0.400 2.00 11.2 110% 50- 150 4 25 11/22/10 16:57 1OK0260 1,2,4 - Trimethylbenzene 12.2 ppbv 0.400 2.00 11.2 109% 50-150 4 25 11/22/10 16:57 1OK0260 tert - Butylbenzene 14.8 ppbv 0.400 2.00 11.2 132% 50-150 6 25 11/22/10 16:57 IOK0260 Benzyl chloride 14.3 ppbv 0.400 2.00 11.4 126% 50-150 8 25 11/22/10 16:57 10K0260 1,3- Dichlorobenzene 12.0 ppbv 0.400 2.00 11.4 105% 50-150 4 25 11/22/10 16:57 1OK0260 n -Decane 13.3 ppbv 0.400 2.00 11.1 120% 50-150 3 25 11/22/10 16:57 1OK0260 1,4- Dichlorobenzene 12.2 ppbv 0.400 2.00 11.1 110% 50- 150 4 25 11/22/10 16:57 1OK0260 4- Isopropyltoluene 14.3 ppbv 0.400 2.00 11.1 129% 50- 150 8 25 11/22/10 16:57 IOK0260 2- Dichlorobenzene 11.2 ppbv 0.400 2.00 11.2 100% 50-150 9 25 11/22/10 16:57 10K0260 n- Butylbenzene 15.9 ppbv 0.400 2.00 11.2 142% 50- 150 11 25 11/22/10 16:57 1OK0260 n- Undecane 17.4 Ll ppbv 0.400 2.00 11.0 158% 50-150 16 25 11/22/10 16:57 10K0260 1,2,4 - Trichlorobenzene 16.2 R2 ppbv 0.400 2.00 11.4 142% 50-150 51 25 11/22/10 16:57 IOK0260 Naphthalene 13.6 R2 ppbv 0.400 2.00 11.3 121% 50-150 45 25 11/22/10 16:57 1OK0260 Hexachlorobutadiene 16.7 R2 ppbv 0.400 2.00 11.2 149% 50-150 49 25 11/22/10 16:57 10K0260 Surr:2- Bronio- 1,1,1- triiluoroetliane 94016 11/22/10 16:57 1OK0260 (70- 130 %) Surr: Fhrorobenzene (62- 122 91o) 88% 11/22/10 16:57 1OK0260 Surr: Tohrene -d8 (67 -127 %) 107% 11/22/10 16:57 1OK0260 Surr: 1,4- Dichlorobutane (76 -136 %) 102% 11/22/10 16:57 1OK0260 Surr: d- Bromojluorobenzene (73 -133 %) 98% 11/22/10 16:57 10K0260 Page 25 of 26 TestAmerica THE LEADER IN ENVIR0NM5NTAL TE 8T1NG 14050 Summit Drive, Suite A100 Austin, TX78728'512- 244- 0855' Fax 512- 244 -0160 TITAN Engineering, Inc. 2801 Network Blvd., Suite 200 Frisco, TX 75304 Doug Harbour B C8 J L1 R2 ND Work Order: ATK0064 Project: CHK - Bogi Project Number: CHK - Bogi Received: 11/02/10 08:45 Reported: 11/30/10 17:53 DATA QUALIFIERS AND DEFINITIONS Analyte was detected in the associated Method Blank, Calibration Verification recovery was above the method control limit for this analyte. A high bias may be indicated, Estimated value. Analyte detected at a level less than the Reporting Limit (RL) and greater than or equal to the Method Detection Limit (MDL). The user of this data should be aware that this data is of limited reliability. Laboratory Control Sample and/or Laboratory Control Sample Duplicate recovery was above acceptance limits. The RPD exceeded the acceptance limit. Not detected. Page 26 of 26 TestAmerica — Austin Laboratory Chain of Custody Addendum Work Order Number RECEIVED BY: t' CLIENT: �'`�4 �` —Y) DATE/T1Iv1E RECEIVED: %- (O 0 )? t(9 PROJECT: Q. JAyX C) UNPACKED DATE /TIME: 1 i 6-/f 0 1 D 3 0 LOGIN BY: LOGIN REVIEWED BY: 741 S Number of Shipping Containers Received with COC: Vnr cAMPT.wfi- I �31VARS nF VFS. GO TO SECTIONS 1.0.2.0.6.0. &7.0) � �� 1.0 CONTAINERS EXAMINED UPON RECEIPT: l_ (- Container Sealed: Ci]'`YES ❑ NO Custody Seal Present: ❑ YES 0N0 Custody Seal Signed/Dated: ❑ YES ENO. If seal not intact list air bill number of that container(s): 2.0 VOC CANISTERS EXAMINED UPON RECEIPT: �p L . Canister Valves Closed: ["YES ❑ NO Canister Valves Capped: 2YES ❑ NO Sample IDs match COC: BYES ❑ NO Other Equipment Received: 21ES ❑ NO Valve Cap Tightened Properly: DIMS ❑ NP, Can Size: F44, ❑ IL Other: Packing Material Used: (circle) None / Absorbent /(Caj?Sd Bubble Wrap Samples received in Tedlar bags ❑ N/A ❑ YES EafqO 3.0 CONDITION OF BOTTLES /CONTAINERS VERIFIED BY: Sample IDs match COC: ❑ YES ❑ NO Bottles received intact: ❑ YES ❑ NO See additional discrepancies /comments section: ❑ YES ❑ NO Samples received from USDA restricted area: ❑ YES ❑ NO Chain -of- Custody form properly maintained: ❑ YES ❑ NO VOA trip blanks included: ❑ N/A ❑ YES ❑ NO 4.0 SAMPLE TEMPERATURE UPON RECEIPT BY: IR THERMOMETER #: ❑ P5 ❑ P7 n ,,4A:,.e.f \ fn;...cr�fi,rn• ma —r W—Ir r nrl /nr Sr = RmmnlP rnntainer CF = C'nrrc:ntinn Factnr faccentable tolerance <6 °C! B❑ SC❑ rBO SC❑ ❑ SC❑ rB ❑ SC❑ rB ❑ sco CB ❑ SC❑ rB ❑ sC❑ B ❑ SC❑ nitial nitial nitial nitial nitial nitial nitial nitial F F F F F F F F inai inai final inai inai inai final inal If temperature is outside acceptable tolerance, Project Manager was notified (__PM). Date: 'lime: Samples received do not require cooling OK to analyze samples: ❑ YES ❑ NO 5.0 PRESERVATION CHECKS PRESERVATION OF SAMPLES REQUIRED: ❑ N/A ❑ YES ❑ VOA Samples VERIFIED BY: NOTE: pH CHECK OF SAMPLES PERFORMED AT TIME OF ANALYSIS BY BENCH ANALYST pH CHECK OF VOLATILE SAMPLES PERFORMED AFTER ANALYSIS BY THE BENCH ANALYST. Cyanide samples checked for sulfides: ❑ YES ❑ NO Sulfide samples appear to be preserved with zinc acetate: ❑ YES ❑ NO Chlorine checked per specification (EPA 335.x & N.C.) ❑ YES ❑ NO Free chlorine present: ❑ YES ❑ NO If preservation is outside acceptable limit, PM notified ( PM) Date /Time: Volatile samples filled completely: ❑ YES 1 ❑ NO (if no, list ID and approximate amt. of headspace in comments section 7.0) 6.0 SHIPPING DOCUMENTATION: Air /freight bill is available and attached to COC: [g/"S ❑ NO Air bill #: Hand - delivered Carrier: Date: Time: 7.0 OTHER COMMENTS: ;�iow t�Hgall ers. '7,366 `jam 3 739 3973 i 8.0 CORRECTIVE ACTION: Client's Name: Informed verbally on: By: Client's Name: Informed verbally on: By: Sample(s) processed "as is" comments: If Samples(s) on hold until: 4 If released, notify: Project Management Login Review: Date: t 1 0 SIGNED ORIGINAL MUST BE RETAINED IN THE PROJECT FILE Revised 04/14/10 c ar a E 0) Ecr N ° m aS 4 W •o s W � E z °o: < f� W E 0 v .O( W (D O li a) E Z m CL a (uolloes selou ul ,�losds esseld) J0410 se0 IIUpUel r i sep Ilos F ilV 3ue19wV V i1v Joopul v�, tM> (uolloas selou,ul 14loeds esseld) J0410 G 9661-4 W1sV 089 Vd3 0E Vd3 8-01 O V61-Ol' Ic S1-01 4 ID a B v v, o�i Ex. Oi N V E t�.l a N N 1, 0.. E E 1. Q p~ �� s X19 1 z v t E P7 w O E E v c VU EW �� , P1 a�i n� jai w 1 g •— �3 o o � E Q r1 o � E a rr o a m A C1 a E V � � E E r �i 7r c �cq 16A CL c c' m aci av� o � ui � v � E c� �d v ¢ 2U L L'L tin 0- cn m to oC E 0 v .O( W (D O li a) E Z m CL a Zoning Map Showing 716 E Kennedale Pkwy C NDR FOREST GREEN _ �C2 W _10 O i O k ?fn CLEARBROOK DR W _j O W W o ;i rn W az Y �QO SONOMA R ' Y _ Legend Zoning Districts PD_126 Zone Q PD-95 Agriculture District PD_ and_lndustrial_District A C -1 PD—and—Manufactured—Home—District C -2 Industrial District Manufactured Home FM Multi- Family District Old Town District AM PD PD-109 PD_and_R -3 PD_and_R2 District, R -1 R -2 ..-- -' R -3 Two Family Duplex Residential District Property boundary data from the Tarrant Appraisal District 0 250 500 1,000 Z\ Feet N CITY OF KENNEDALE 405 MUNICIPAL DRIVE KENNEDALE, TX 76060 (817) 985 -2130 GAS DRILLING PERMIT ISSUED TO: PROPERTY LOCATION: RVrr L 261 CHESAPEAKE OPERATING, INC. 205 North Joplin Road LEGAL DESCRIPTION: Lot 1, Block A, Bowerman Addition, WELL HOLE NAME: DESIGNATED m: county R 1H REPRESENTATIVE: Woody Sandlin 5601 East First Street Fort Worth, TX 76103 817 -759 -2450 817 - 709 -6014 (mobile) This permit shall constitute authority for drilling, operation, production, gathering of production, maintenance, repair, reworking, testing, site preparation consisting of rigs or tank batteries, plugging and abandonment, and any other activity authorized by section 17- 426 of the Kennedale City Code associated with drilling or production by the operator and their respective employees, agents, and contractors. It shall also constitute authority for the construction and use of all facilities reasonably necessary or convenient in connection therewith, including gathering lines and discharge lines, ° by the operator and its respective employees, agents, contractors and subcontractors. An oil and gas well permit shall not, however, constitute authority for the re- entering and drilling of an abandoned well. Re -entry and drilling of an abandoned well shall require a new oil and gas well permit. Operator shall require compliance with all additional permits and payment of all additional fees required by the city related to the proposed operations. Operator does hereby expressly release and discharge all claims, demands, actions, judgments, and executions which it ever had, or now has or may have, or assigns may have, or claim to have, against the City of Kennedale and /or its departments, its agents, officers, servants, successors, assigns, sponsors, volunteers, or employees, created by, or arising out of personal injuries, known or unknown, and injuries to property, real or personal, or in any way incidental to or in connection with the performance of the work performed by the operator under an oil and gas well permit and the operator caused by or arising out of, that sequence of events which occur from the operator under the oil and gas GAS PERMIT-2011-01 Tiger 1 H well permit and work performed by the operator shall fully defend, protect, indemnify, and hold harmless the City of Kennedale, Texas, and /or its departments, agents, officers, servants, employees, successors, assigns, sponsors, or volunteers from and against each and every claim, demand, or cause of action and any and all liability, damages, obligations, judgments, losses, fines, penalties, costs, fees, and expenses incurred in defense of the City of Kennedale, Texas, and /or its departments, agents, officers, servants, or employees, including, without limitation, personal injuries and death in connection therewith which may be made or asserted by operator, its agents, assigns, or any third parties on account of, arising out of, or in any way incidental to or in connection with the performance of the work performed by the operator under an oil and gas well permit, and the operator agrees to indemnify and hold harmless the City of Kennedale, Texas, and /or its departments, and /or its officers, agents, servants, employees, successors, assigns, sponsors, or volunteers from any liabilities or damages suffered as a result of claims, demands, costs, or judgments against the city and /or, its departments, its officers, agents, servants, or employees, created by, or arising out of the acts or omissions of the City of Kennedale, occurring on the drill site or operation site in the course and scope of inspecting and permitting the gas wells INCLUDING, BUT NOT LIMITED TO, CLAIMS AND DAMAGES ARISING IN WHOLE OR IN PART FROM THE SOLE NEGLIGENCE OF THE CITY OF KENNEDALE OCCURRING ON THE DRILL SITE OR OPERATION SITE IN THE COURSE AND SCOPE OF INSPECTING AND PERMITTING THE OIL AND GAS WELLS. IT IS UNDERSTOOD AND AGREED THAT THE INDEMNITY PROVIDED FOR IN THIS SECTION IS AN INDEMNITY EXTENDED BY THE OPERATOR TO INDEMNIFY AND PROTECT THE CITY OF KENNEDALE, TEXAS AND /OR ITS DEPARTMENTS, AGENTS, OFFICERS, SERVANTS, OR EMPLOYEES FROM THE CONSEQUENCES OF THE NEGLIGENCE OF THE CITY OF KENNEDALE, TEXAS AND /OR ITS DEPARTMENTS, AGENTS, OFFICERS, SERVANTS, OR EMPLOYEES, WHETHER THAT NEGLIGENCE IS THE SOLE OR CONTRIBUTING CAUSE OF THE RESULTANT INJURY, DEATH, AND /OR DAMAGE. LIABILITY FOR THE SOLE NEGLIGENCE OF THE CITY IN THE COURSE AND SCOPE OF ITS DUTY TO INSPECT AND PERMIT THE GAS WELL IS LIMITED TO THE MAXIMUM AMOUNT OF RECOVERY UNDER THE TORT CLAIMS ACT. Operator shall follow the 'insurance and security requirements set forth in Section 17 -426 (j) and (k), the requirement for periodic reports set forth in Section 17 -426 (1), regulations for reworking` an existing well set forth in Section 17 -426 (u), and the applicable rules and regulations of the railroad commission, including the applicable "field rules" No drilling operations (including the construction of internal private access roads) shall commence until the operator has provided the security required by this Section 17 -426 (k). The Operator shall follow the following conditions for special exception: (1) Operator will submit to the city expected dates for drilling, fracking, and completion. The timeline shall be provided to the city within 30 days of receiving drilling permits for Tiger 1 H and Tiger 2H wells. (2) Operator will install an additional sound wall to block sounds reaching the Steeplechase neighborhood; if sound monitoring by city staff or , --ft- y the operator determines that noise levels are in violation on other sides of the pad sites, operator will install sound walls on other sides if requested by the city. (3) Chesapeake will continue to conduct air sampling and testing at this pad site until the City selects and hires an air sampling consultant. Air sampling and testing shall be GAS PERMIT-2011-01 Tiger 1H done ring the following times at a minimum: once during drilling, once during fracking, and one after the well is in production. (4) O grator will maintain adequate surface materials at the pad site. (5) Operraat�o�r will clean up any material tracked off site immediately; if excessive amounts of mater�' Is are tracked offsite, the traffic going to and from the site will be required to cease until the problem is corrected and approved by city staff. (6) City staff shall ve the discretion and authority to determine any questions about the meaning, intent, imple�entation, or enforcement of these conditions. Permit date: 12 April 2010 Permit expiration date: 12 April 2012 Director of Development Services Date l� GAS PERMIT- 2011 -01 Tiger 1 H I'm done during the following times at a minimum: once during drilling, once during fracking, and once after the well is in production. (4) Operator will maintain adequate surface materials at the pad site. (5) Operator will clean up any material tracked off site immediately; if excessive amounts of materials are tracked offsite, the traffic going to and from the site will be required to cease until the problem is corrected and approved by city staff. (6) City staff shall have the discretion and authority to determine any questions about the meaning, intent, implementation, or enforcement of these conditions. Permit date: 12 April 2011 Permit expiration date: 12 April 2012 E- �;� -- D r ctor of Development Servic s 1 1 ,01� Date GAS PERMIT- 2011 -01 Tiger 1H Date: Staff Report to the members of the Board of Adjustment April 1, 2011 Agenda Item No: N Subject: Case BOA 11 -03 Originated by: Rachel Roberts, Planner BOA 11 -03 to consider and receive comments on a request for a Special Exception to City Code Section 17 -421 as requested by See Eang Eng to allow a large distribution center at 716 E Kennedale Pkwy, more particularly described as C.A. Boaz Subdivision of J B Renfro Survey, Blk Lot 14R4, Tarrant County. Backaround In 2007, a lighting company wanted to open a showroom and retail store at the subject property. The property had two zoning classifications. Most of the property was zoned C -2, but a small section was zoned R -3. The company requested the property be rezoned so that all the property would be C -2. The city council approved a rezoning in May 2007 but granted a C -1 zoning instead of the requested C -2, possibly due to a concern from a resident who lives on Mansfield Cardinal behind the subject property. The applicant was unable to work out access issues with TxDOT, and the business decided not to move to Kennedale. The properties on this part of Kennedale Parkway are all zoned C -2 General Commercial. Immediately behind the subject property on Mansfield Cardinal are properties zoned R -3 Residential, and there is also an R -3 zoned parcel next door, to the side /rear (see map). The applicant is See Eang Eng, co -owner of P.U. Tech Spoiler, a company that manufactures and distributes spoilers. His company leases distribution space in Fort Worth and would prefer to operate in a building they own. They want to build a 35,000 square feet distribution center at the subject location (no manufacturing would take place). Kennedale's Schedule of Uses permits large distribution centers (defined as a distribution centers larger than 5,000 square feet) in C -2 zoning districts with a special exception. Mr. Eng is also applying for a rezoning to C -2 General Commercial in addition to the required special exception. During its March meeting, the Planning & Zoning Commission voted to recommend denying the request for rezoning. The case will now go to the city council during its April meeting. One reason cited by Planning & Zoning Commissions for the denial was that because city council had voted four years ago to rezone the property to C -1, rezoning to C -2 would be contrary to the wish of the city council. However, staff believes the proposed use zoning designation would be suitable for this location. We therefore will make a recommendation for council to approve the rezoning. Council will be asked to consider both the staff recommendation and the recommendation from the Planning & Zoning Commission. Staff Review City staff have met several times with P.U. Tech Spoiler's owners, landscape architect, and realtor, and we have also met with their engineer. P. U. Tech Spoiler's operations as described to city staff would be compatible with surrounding uses. We've discussed with the applicant the necessity of demonstrating compatibility in order to be granted a special exception. During their presentation at the meeting, the applicant and representatives will go over how they meet those standards, but an overview is provided here for your reference. • Operations run 8 AM to 5 PM Monday through Friday (no evenings or weekends). • As you will see in the illustrations submitted by the applicant (included in your packet), the back of the building will have no doors or windows. The building was designed this way to eliminate light or noise coming from the building and reaching the residential property in the rear. • P.U. Tech has been working with a landscape architect and engineer to design the site plan so that the building and operations are the least intrusive as possible to the adjacent residential -zoned properties. As you will see in the exhibits included with this report, the building will be set 46 feet from the rear property line; the required setback is 25 feet. In addition, the side and rear of the building will not be paved. Instead, these areas will be left as natural, landscaped buffers for surrounding properties. Conclusion and Recommendation Staff recommends the Board grant the special exception with the condition the rezoning be approved by the city council. With this condition applied, the applicant will not receive the special exception if council denies the request for rezoning, and the property would remain in C -1 zoning. Staff Report to the members of the Board of Adjustment Date: April 1, 2011 Agenda Item No: V Subject: Case BOA 11 -01 Originated by: Rachel Roberts, Planner BOA 11 -01 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production as close as 300' to a habitable structure or other protected use and to allow gas well drilling and production at a site within 300' of the property line of the property on which drilling is proposed, for gas drilling permits requested for property located on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. This notice is a correction to an earlier notice describing the property as Lot 2, Block A, George Case Addition. Background The subject property is located on Bolen Road near the 1 -20 frontage road and Bowman Springs. Chesapeake applied for a special exception to drill at this site in 2009 but withdrew the application before it was heard before the Board of Adjustment. They applied again in 2010, but withdrew again in order to submit an application under the revised oil and gas ordinance. Under the older regulations, operators were required to receive waivers from 100% of the property owners who had habitable structures within 600 feet of a proposed well. If one affected property owner did not sign a waiver, the operator's application would be considered incomplete, and the operator would not be able to receive a special exception. The revised ordinance permits operators to apply for a special exception to the waiver requirement if 80% of the affected property owners sign a waiver; in cases where there are only four property owners, the operator may apply if three out of the four sign a waiver. In this way, i operators have an opportunity to bypass an effected property owner if most of the property owners have signed waivers. For the proposed Case pad site, there are four (4) property owners with habitable structures within 600 feet. Chesapeake has received three (3) waivers and has held ongoing negotiations with the remaining property owner to reach an agreement about the waiver. Chesapeake is requesting a special exception to the requirement that 100% of affected property owners must sign a waiver to allow drilling closer than 600 feet. If granted, the special exception would render Chesapeake's application complete and would permit Chesapeake to move forward with its application for a special exception to drill. Summary: • Chesapeake needs four waivers to request a special exception to drill. • City regulations allow Chesapeake to receive an exception to the rule requiring waivers from 100% of the property owners. • Chesapeake is requesting this special exception from the Board of Adjustment. Staff Review This is the first request for an exception to the waiver requirement since the provision allowing such exceptions was added to the oil and gas regulations, and therefore we have no precedent to guide the Board. Moreover, this kind of case is a different from usual special exception requests because it is not an exception for a land use. Instead, what is being considered is an exception to the requirements for an application for an exception that would allow a particular land use (in this case, drilling). Essentially, Case BOA 11 -01 is to determine whether Chesapeake's application for a special exception to drill may be considered complete. Because this case does not deal with a land use, as is usual in special exception cases, staff's review of the special exception standards must be taken from a slightly different perspective than usual. Below, we will address the standards for receiving a special exception from this perspective. Sec. 17 -422. Special exceptions. (a) Standards. No application for a special exception shall be granted by the board of adjustment unless the board finds all of the following conditions are present: (1) That the establishment, maintenance or operation of the use will not be materially detrimental to or endanger the public health, safety, morals or general welfare; Granting the special exception for the waivers would not be materially detrimental to or endanger public health, safety, morals or general welfare. If the Board grants the special exception to the waiver requirement, it will then consider the land use in Case 11 -02 and may make a determination as to whether drilling and associated uses would be detrimental. (2) That the uses, values and enjoyment of other property in the neighborhood for purposes already permitted shall be in no foreseeable manner substantially impaired or diminished by the establishment, maintenance or operation of the use; This standard is meant to regulate land use, and the special exception requested is not for a land use, so this standard does not truly apply to this case. Also, this standard is a matter of the perspective of the property owners in the neighborhood. (3) That the establishment of the use will not significantly impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; This standard is also meant to regulate land use. In this case, Chesapeake is not requesting a land use but instead is requesting permission to pursue a particular land use. The Board will determine that issue separately under Case BOA 11 -02. (4) That adequate utilities, access roads, drainage and other necessary site improvements have been or are being provided; In order to be permitted to drill at this site, Chesapeake will have to make all necessary site improvements and provide adequate utilities, but that issue would be considered under Case BOA 11 -02. City staff do not believe this issue applies to Case BOA 11 -01. (5) That adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets; and In order to be permitted to drill at this site, Chesapeake will have to provide adequate ingress and egress so as to minimize traffic congestion in public streets, but that issue would be considered under Case BOA 11 -02. City staff do not believe this issue applies to Case BOA 11 -01. (6) That the use shall conform to all applicable area, yard, height, lot coverage, building size and exterior requirements and parking space regulations of the district in which it is located. In order to be permitted to drill at this site, Chesapeake's site design and operations will have conform to all applicable area, yard, height, lot coverage, building size and exterior requirements and parking space regulations of the district in which it is located, but that issue would be considered under Case BOA 11 -02. City staff do not believe this issue applies to Case BOA 11 -01. Conclusion This case represents unique circumstances for the city and for the Board to consider; as stated above, this is the first time the Board has been faced with this kind of special exception request. Staff recommends the Board grant the special exception to the waiver requirement so that the Board may proceed to consideration of Case BOA 11 -02, the request for a special exception to allow drilling. The hearing for BOA 11 -02 will allow all facts to be heard and will allow the Board to make a decision based on all information available, rather than solely on a technical matter. March 31, 2011 Outstanding written consent communication timeline Below are the estimated 35 points of contact for over 5 and one -half months of negotiation between Chesapeake and property owner: Winter of 2010 /Spring of 2010 — Chesapeake representative had several unsuccessful attempts contacting the property owner regarding written consent for permit drilling or production within 300 feet of property. August 2010 — Chesapeake met with outstanding written consent property owner, to discuss Chesapeake's desire to drill in the area and the need for a waiver. August 2010 — October 2010— Property owner engages legal counsel for written consent negotiations with Chesapeake. 10/13/10 — Chesapeake receives a financial consideration proposal in exchange for execution of a written consent allowing drilling or production within 300 feet of property. For approximately 60 days, Chesapeake continued contact with property owner's attorney. Chesapeake advised that this offer and the property owner's financial consideration were profoundly distant. 1 2122/1 0 — Chesapeake received a revised proposal, yet the property owner's request for financial consideration remained an exorbitant amount. December 2010 through February 2011 - Chesapeake and property owner's attorney negotiated numerous offers through phone calls and emails for several weeks. Early March 2011 — Chesapeake's highest offer for written consent was declined by property owner. 3/10/11 — Property owner presented another counter - proposal. 3/24111 — Chesapeake reiterated their highest offer. 3/29/11 — Property owner's legal counsel contacted Chesapeake to again decline the offer. All in all, at least 35 emails were exchanged along with at least 3 phone calls. This is a request for a special exception from the requirement that all affected property owners must agree in writing to permit drilling or production within the reduced distance. Chapter 17 -426 (c)(2) provides, in part, "No drilling, production, compressor, compressor station, or gathering station shall be permitted within three hundred (300) feet of a neighboring property line unless all affected property owners agree in writing. If eighty (80) percent of affected property owners agree in writing to permit drilling as close as 300 feet or within 300 feet of a neighboring property line, then the operator may apply to the Board of Adjustment for a special exception from the requirement that all affected property owners must agree in writing. When four (4) or fewer waivers are required, if all but one (1) property owners agree in writing to permit drilling or production within the reduced distance, then the operator may apply to the Board of Adjustment for a special exception from the requirement that all affected property owners must agree in writing.' In this particular case, there are four (4) affected property owners, all of whom are Chesapeake Energy lessors. Chesapeake Energy, the drilling operator, has the written consent of three (3) of 4 affected property owners: Gerald & Maria Ostand, Public Storage, and Robert & Betty Lee (Please see Exhibits 1, 2, 3, and 4). The fourth affected property owner has placed financial consideration demands for written consent that the operator believes is unreasonable. A Chesapeake representative has met and communicated with this property owner and their counsel on multiple occasions and will continue to negotiate with him through April 5, 2011. The operator believes that this property owner's financial consideration demands have exceeded the reasonable range by 10 times. The purpose of this special exception is to allow Chesapeake Energy to proceed with a special exception application for 11 natural gas wells on the subject property. But for this special exception, Chesapeake Energy would not be able to make application on the merits for these wells. This request, in conjunction with a special exception for the natural gas wells, specifically satisfies the criteria set forth in Chapter 17, Section 17- 422(a) of the City of Kennedale's Code of Ordinances, as follows. (1) That the establishment, maintenance, or operation of the use will not be materially detrimental to or endanger the public health, safety, morals, or general welfare; This special exception will allow Chesapeake Energy to move forward with a special exception for 11 natural gas wells on the Case padsite. Therefore, the granting of this specific special exception to allow Chesapeake Energy to proceed will not be materially detrimental to or endanger the public health, safety, morals, or general welfare Chesapeake Energy is committed to be a good environmental steward and to employ best practices in order to protect our community. Natural gas is not flowing during drilling making the odds of an offsite incident slim to none. Once a well is completed, pressure release valves are built into these systems to allow for the safe and controlled 1 release of pressure, when needed. Because natural gas is lighter than air, any released gas rises into the atmosphere and quickly dissipates, posing no harm to surrounding residents. It is only when a natural gas leak is confined within a structure where it cannot escape, such as a house, that there is a cause for concern. Chesapeake eliminates ignition sources at natural gas well sites by using appropriate combustion - proof electronic equipment and lightning arrestors. In the Barnett Shale and throughout Texas, there have been no reported resident or bystander injuries as a result of a natural gas well site incident. (2) That the uses, values, and enjoyment of other property in the neighborhood for purposes already permitted shall be in no foreseeable manner substantially impaired or diminished by the establishment, maintenance, or operation of the uses; As stated above, this special exception does not, by itself, allow the use of the subject property. This special exception would only allow Chesapeake Energy to proceed with a special exception for 11 natural gas wells. Therefore, the uses, values, and enjoyment of other property in the neighborhood for purposes already permitted shall be in no foreseeable manner substantially impaired or diminished by the establishment, maintenance, or operation of the uses. The properties in close proximity are primarily zoned Agriculture and General Commercial (C2) along with 1 residential home zoned Single Family Residential (Rl). Chesapeake Energy is proposing to utilize the undeveloped property for gas drilling purposes that will develop around 280 acres of minerals owned by Kennedale residents. The existing property will be enhanced with landscaping, a permanent masonry screening wall, and an access road. Chesapeake Energy is committed to being a good neighbor to surrounding businesses and residents and will implement state -of -the -art sound mitigation techniques to minimize sound emitted by drilling activities. As well as, directional lighting, dust mitigation, exceptional safety standards and controlled truck traffic. Please see Site Plan and Landscaping Plan attached. (3) That the establishment of the use will not significantly impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; The approval of this special exception will not significantly impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district since this special exception only allows Chesapeake Energy to proceed with the special exceptions for the natural gas wells. Chesapeake will enhance the development and improvement of surrounding property by working with City Staff on an agreement for fire suppression and a plan on improving existing Bolen Road. Also, as mentioned above, the surrounding property is primarily zoned Agriculture with some existing commercial uses. Gas drilling sites are 2 common in both rural and urban areas requiring only a small footprint of land to operate. This leaves more usable area for potential developments in the future. Chesapeake Energy is committed to be a good neighbor to surrounding businesses and residents and will work to promote urban development. (4) That adequate utilities, access roads, drainage, and other necessary site improvements have been or are being provided; This specific special exception places no burden on city infrastructure since it is limited to allowing Chesapeake Energy to proceed with subsequent special exceptions. Chesapeake Energy is aware of the City of Arlington and Tarrant County's plan to improve Bowman Springs Road starting in November 2011. It is therefore understood that the preferred access to this drill site is off the eastbound frontage of HWY I -20 and Chesapeake has updated the transportation route in accordance with this request. Chesapeake is also committed to working with city staff and TxDOT to accommodate the necessary road improvements along Bolen Road to ensure adequate roads are in place to accommodate needs for a gas drill site. (5) That adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets; and This specific special exception places no burden on ingress and egress, nor does it impact City streets since it is limited to allowing Chesapeake Energy to proceed with subsequent special exceptions. Chesapeake Energy has expert field engineers that check transportation routes to ensure the safety of our truck drivers and passerby vehicles, to allow proper ingress and egress to the site, to meet TxDOT requirements for height and load restrictions, and to minimize traffic congestion on public streets. Also, as mentioned in item (4), Chesapeake is willing to adhere to the preferred transportation route. (6) That the use shall conform to all applicable area, yard, height, lot coverage, building size, and exterior requirements and parking space regulations of the district in which it is located. In the same manner that this specific special exception has no impact on City infrastructure, it does not impact development standards since it is limited to allowing Chesapeake Energy to proceed with subsequent special exceptions. Gas drilling pad sites are not permanent structures and therefore these requirements are generally not applicable to our sites. However, Chesapeake Energy has provided engineering plans showing proposed improvements such as a permanent screening wall, concrete drive approach and landscaping design. Have it be known that surrounding topography can make it possible for equipment on location to be seen from a vantage point offsite. It is Chesapeake's intention to place all production equipment onsite to M minimize its visibility over our masonry wall. The location of this proposed site is not a highly visible location, nor does it experience high levels of vehicle traffic, therefore we believe the visibility of equipment will not be an issue. In addition, the pad site is sized to accommodate parking associated with normal site activities. F. mo mm mm mm Feet 0 Wellhead Locations j —oVVe|& Pad Buffers L J Pad Site Locations DVm|vera Not Obtained ��Obtained Case Pad Site Structures within 3007600' Date: 11612011 Projection: Texas State Plane NAD 27 North Central Zone (4202) Absolute Scale: 1:3,600 Relative Scale: I inch = 300 feet Analyst: Mark Flores Chesapeake Energy Corporation, 100Energy Way, Fort Worth, 7X76102 Phone: 817 -502 -5000 Web Site: http: /Avwrchkenergy.com/ Exhibit 3 Chew eake lENERGY Surface Owners of Property Within 600 Feet Of Case Pad We //s Source: Tarrant CountyAppra&,a1DBtrkt 31311.2011 1 3000 - -3A Hunn, David L Etux Diana K 104 Meadow Lake Ct Kennedale Tx 76060 '' 000430 Bolen Rd Bolen, A C Addition ' Blk Lot 3A 2 41090 -2 -IA Hunn, David L Etux Diana K 104 Meadow Lake Ct Kennedale Tx 76060 Springs Rd Swiney Estates Blk 2 Lts IA Thru 4A 3 41090 -1 -SR Lee, Robert G Etux Betty 3 PO Box 170847 Arlington Tx 76003 Springs Rd Sydney Estates Blk 1 Lot 1R 4 30 -2 -1A Ostend, Maria E & Gerald 8 O 3807 Park Flower Ct Arlington Tx 76017 007200 E IH 20 A & A Addition Blk 2 Lot iA 5 Tad not updated Chk Louisiana Lic 6100 N Western Ave Oklahoma City Ok 73118 000000 Bolen Rd George Case Addition Blk A Lot 1 6 Tad not updated Apple Nine Ventures 814 E Main St. Richmond VA 23219- 3306 000000 Bolen Rd George Case Addition Blk A Lot 2 7 Tad not updated Chk Louisiana Llc 6100 N Western Ave Oklahoma City Ok 73118 000000 Bolen Rd George Case Addition Blk A Lot 3 8 A1376 -13A08 Hunn, David L Etux Diana K 104 Meadow Lake Ct Kennedale Tx 76060 Springs Rd Swiney Estates A 1376 Tr 13A08 9 41090 -2 -SBI Hunn, David L Etux Diana K 104 Meadow Lake Ct Kennedale Tx 76060 Springs Rd Swiney Estates Blk 2 Lts iB1 Thru 58 This document was created by the GIS Department of Chesapeake Energy Corporation. The Information contained herein was dertved from county tax records and data. No claims are made to the accuracy or completeness of the data or to Its suitability for a particular use. X \GIS\Feld Offices\Fort Worth\PAaps%PerrNtUngTermitting \Case PadVAXDs \Case Pad Waivers New Parcels- Waivera mxd Date: Staff Report to the Members of the Board of Adjustment April 1, 2011 Agenda Item No: VI Subject: Case BOA 11 -02 Originated by: Rachel Roberts, Planner BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. Backaround The subject property is located off Bolen Road near the 1 -20 frontage road and Bowman Springs. Surrounding land uses are two businesses (H &O Die Supply and a public storage facility), a residence, and an additional property with a house not currently used as a residence but part of a planned equestrian center. As mentioned in the staff report for Case BOA 11 -01, Chesapeake has been planning to drill at this site since at least 2009, when it submitted an application for a special exception to allow drilling. That application was later withdrawn. After the city passed revisions to the gas drilling regulations that would permit operators to request an exception to the 100% waiver requirement (as described in the report for Case BOA 11 -01), Chesapeake submitted another application for a special exception. The site would require several improvements to be made before drilling could occur, as described later in this report. Chesapeake has agreed to make the required improvements. As you will read below, this case is challenging in that it requires weighing the benefits of two separate uses, both of which could benefit the city. Staff Review Sec. 17 -422. Special exceptions. (a) Standards. No application for a special exception shall be granted by the board of adjustment unless the board finds all of the following conditions are present: (1) That the establishment, maintenance or operation of the use will not be materially detrimental to or endanger the public health, safety, morals or general welfare; This pad site differs from the other two Chesapeake sites in Kennedale. The other two sites are located next to residential subdivisions. This site, on the other hand, is surrounded by mostly commercial and agricultural areas. Its distance from large neighborhoods makes drilling much less of a nuisance than drilling in more densely populated areas, and its proximity to a major highway helps eliminate some of the road issues we've faced from drilling activities. Staff believe locations of this sort are well- suited for allowing mineral owners access to their property while causing the least detriment to the larger community. (2) That the uses, values and enjoyment of other property in the neighborhood for purposes already permitted shall be in no foreseeable manner substantially impaired or diminished by the establishment, maintenance or operation of the use; Three of the neighboring property owners have signed waivers allowing drilling as close as 300 feet to their habitable structures. City staff assume these property owners do not believe drilling would impair or diminish the uses, values, and enjoyment of their property. The property owner who has not signed a waiver, David Hunn, plans to build a first -class equestrian facility on his property, which is adjacent to the proposed pad site. Preliminary plans for the site have already been developed but have been on hold, due to Mr. Hunn's uncertainty about how the drilling would affect his plans. Mr. Hunn has discussed the property pad site with city staff, and our understanding is that while he is not opposed to drilling, he believes that the proximity of the pad site to his property will have a negative impact on his ability to develop as planned. According to Mr. Hunn, his development plans will need to be revised to allow greater distance between his property line shared with the proposed pad site and his planned facilities. This revision will require him to move his facilities farther into his property, but much of his property is within the floodplain. Mr. Hunn maintains that there will no longer be adequate room to build required parking for the equestrian center. (3) That the establishment of the use will not significantly impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; See item (2), above. (4) That adequate utilities, access roads, drainage and other necessary site improvements have been or are being provided; Access to the site will be along Bolen Road. Bolen Road is not adequate to withstand the proposed traffic. The road, therefore, will have to be reconstructed using roughly the same specifications used for the reconstruction of Dick Price Road. If the special exception is granted, Chesapeake will be required to rebuild Bolen Road before drilling permits would be issued by the city. In addition, this area is served by a 2" water line. The site must have adequate fire protection, and therefore, an 8" water line reaching this site would need to be constructed. Pursuant to city policy and long -range plan(s), Chesapeake would be required to pay for the 8" water line, and the city would pay for oversizing to upgrade to a 12" water line. i (5) That adequate measures have been or will betaken to provide ingress or egress so designed as to minimize traffic congestion in the public streets; and If the special exception is granted, Chesapeake may be required to work with TxDOT to work out any improvements needed for the access to Bolen Road from the 1 -20 frontage road. Bolen Road is not currently a high- traffic road, and city staff does not expect traffic congestion on this road to be an issue. (6) That the use shall conform to all applicable area, yard, height, lot coverage, building size and exterior requirements and parking space regulations of the district in which it is located. Any permanent structures for Chesapeake's operations would be required to meet this standard. City staff do not foresee a problem with Chesapeake being able to meet all applicable regulations for this special exception standard Conclusion The Case pad site would expand the city's tax base and provide economic benefit for Kennedale. While financial motivations are not necessarily justification for granting a special exception, this proposed site is one of the better - suited locations in terms of allowing access to minerals with the least impact possible to the Kennedale community. The equestrian facility proposed by David Hunn would also enhance development of Kennedale and would fit well with the city's long -term plans to develop trails and outdoor recreation opportunities. In this special exception case, the Board is called on to find a resolution regarding Chesapeake's application without unduly damaging the development proposed by Mr. Hunn. Possibilities to accomplish this may include the following: (1) Require Chesapeake to move the drill site approximately 70 feet south from the current proposed location. This would increase the distance between the pad site and Mr. Hunn's proposed facilities. (2) Require Chesapeake to provide off -site parking for Mr. Hunn to accommodate the needed distance between Mr. Hunn's facilities and Chesapeake's activities. (3) Potential inducements by the city may include a Chapter 380 agreement with Chesapeake to offset taxes for the parking lot mentioned above and / or an agreement to cost -share the water line extension. (4) Facilitate a potential land swap agreement between Chesapeake and Mr. Hunn to maximize the benefit of both projects. Staff do not have a recommendation for this case. The Board may want to consider tabling the case for 30 days to allow Chesapeake time to consider their options. MEMORANDUM TO: MEMBERS OF THE BOARD OF ADJUSTMENT FROM: RACHEL ROBERTS SUBJECT: ADDITIONAL INFORMATION FOR CASE BOA 11 -02 DATE: APRIL 2, 2011 This memo contains additional background information not included in the staff report. This information is intended to give the Board a more thorough understanding of the issues surrounding this proposed pad site. The staff report for Case BOA 11 -02 mentions a water line that Chesapeake would be required to build if you grant their request for a special exception. The city is required to install a water line through this area, but we are not required to have the line in place until later this year. As a developer, Chesapeake would be required to extend the line to their site, just as anyone else developing property in this area would have to do. But if the special exception is not granted, the city will be required to construct the line at the city's expense. In addition, the city is buying right -of -way for the bridge for Bowman Springs. Our buying right -of -way has been complicated by property owners unhappy at the delay in Chesapeake obtaining royalties from gas leases. As you can see from the staff report and from this memo, this BOA case involves more issues unrelated to drilling concerns (such as fumes or noise) than these cases normally do. (1) That the establishment, maintenance, or operation of the use will not be materially detrimental to or endanger the public health, safety, morals, or general welfare; Chesapeake Energy is committed to being a good environmental steward and to employ best practices in order to protect our community. Natural gas is not flowing during drilling making the odds of an offsite incident slim to none. Once a well is completed, pressure release valves are built into these systems to allow for the safe and controlled release of pressure, when needed. Because natural gas is lighter than air, any released gas rises into the atmosphere and quickly dissipates, posing no harm to surrounding residents. It is only when a gas leak is confined within a structure where it cannot escape, such as a house, that there is a cause for concern. Chesapeake eliminates ignition sources at natural gas well sites by using appropriate combustion - proof electronic equipment and lightning arrestors. In the Barnett Shale and throughout Texas, there have been no reported resident or bystander injuries as a result of a natural gas well site incident. (2) That the uses, values, and enjoyment of other property in the neighborhood for purposes already permitted shall be in no foreseeable manner substantially impaired or diminished by the establishment, maintenance, or operation of the uses; The properties in close proximity are primarily zoned Agriculture and General Commercial (C2) along with 1 residential home zoned Single Family Residential (R1). Chesapeake Energy is proposing to utilize the undeveloped property for natural gas drilling purposes as part of a mineral development plan for an estimated 280 acres of land in Kennedale. Enhancement plans for the existing property include landscaping, an 8 foot permanent masonry screening wall and an access road. Landscaping activities are planned to begin at or by 30 days after the start of drilling. Chesapeake Energy is committed to being a good neighbor to surrounding businesses and residents and will implement state -of- the -art sound mitigation techniques to minimize sound emitted by drilling activities. Additionally, directional lighting, dust mitigation, exceptional safety standards and controlled truck traffic shall be utilized as best practices. Please see Site Plan and Landscaping Plan attached. (3) That the establishment of the use will not significantly impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; Chesapeake, by working with City Staff through a proposed agreement, will enhance the urban development of surrounding properties and promote the consistency of the Water Development Master Plan through the construction of two public infrastructure improvements (water line and Bowman Springs Road). As mentioned above, the surrounding property is primarily zoned Agriculture with some existing commercial uses where natural gas drilling sites are common and require only a small footprint of land to operate. With a smaller footprint, there remains a greater sized usable area for potential developments in the future. Chesapeake Energy will continue our strong community partnership with Kennedale and are committed to being a good neighbor to surrounding businesses and residents. (4) That adequate utilities, access roads, drainage, and other necessary site improvements have been or are being worked out with staff; Chesapeake Energy has been advised by city staff of the City of Arlington and Tarrant County plan to improve Bowman Springs Road starting in November 2011. It is understood that city staff prefers access to this padsite from the eastbound frontage of HWY 1 -20; therefore, Chesapeake revised and updated the transportation route in accordance with this city staff request. Chesapeake will coordinate with city staff and TxDOT regarding the necessary road improvements along Bolen Road. This joint effort will ensure adequate roads are in place to accommodate needs for a natural gas drilling site and for future development in the area. (5) That adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets; and Chesapeake Energy has expert field engineers that check transportation routes to ensure the safety of our truck drivers and passerby vehicles, to allow proper ingress and egress to the site, to meet TxDOT requirements for height and load restrictions, and to minimize traffic congestion on public streets. Also, as mentioned in item (4), Chesapeake is willing to adhere to the City's request of this preferred transportation route. (6) That the use shall conform to all applicable area, yard, height, lot coverage, building size, and exterior requirements and parking space regulations of the district in which it is located. Gas drilling pad sites are not permanent structures; therefore, these requirements are generally not applicable to our sites. Even though surrounding property is primarily zoned agriculture with some existing commercial uses, Chesapeake Energy has provided engineering plans depicting proposed improvements such as an 8 foot permanent screening wall, concrete drive approach and landscaping design. Visibility is subject to topography, thus making it possible for equipment on location to be seen from a vantage point offsite; therefore, landscaping specifically the tree /arbor count near the padsite has been doubled. It is Chesapeake's intention to place all production equipment onsite to minimize its visibility over our 8 foot masonry wall. The location of this proposed site is not a highly visible location, nor does it experience high levels of vehicle traffic; therefore, we believe the visibility of equipment will not be an issue. In addition, the pad site is sized to accommodate parking associated with normal site activities. 2 Bolen Road 585 iI I. �I =1 I tl �, tl a I II �I i 'ad 'I led - ' ® �D ■ 01H(Ot0�1 ®laj T - r3Z6ZaS �:. ®� ®a�gin�c�oioi GH ESAP EAK ._ . -. _- - ,, <, �.� i City of Kennedale Oil and Gas Well Drilling Permit Application PERMIT LEASE INFORMATION: DATE: _ LEASE NAME: Case- Prickett 1H 2H SUB - DIVISION NAME: N/A LEGAL DESCRIPTION: George Case Addition, Block A, Lot 1, 2,3 ACRES: CURRENT ZONING: General Commercial District and Single Family (Rl) OWNER OF RECORD: Chesa ADDRESS: 6100, N. Western Av( ri 11 CITY: OklaH6m1 a City OPERATOR .NAME AND RRC INCORPORATION STATE: O ADDRESS (no P.O. Boxes): 6 OPERATOR CONTACT: Ron E CITY: Oklahoma City , OFFICE PHONE: (405) 848 -80 AGENT TO RECE ADDRESS (no P.( CITY: Fort Worl OFFICE PHONE: ' 24 HOUR EMERG Louisiana LLC Ave 1/6/11 118 -1044 peake Operating, Inc. RRC# 147715 IP (list partners on a separate sheet) (Agent data is added below) IP: 73118 EMAIL. Ron.everett @chl<.com STATE: x ZIP: 1OBILE: (817),709 -6014 306 EMAIL: woody.sandlin @chk.com EMERGENCY 24 -HOUR CONTACT PERSON: Woody Sandlin 6 ADDRESS (no P:O. Boxes): 5601 East First Street CITY: Fort Worth STATE: TX OFFICE PHONE: (817) 759 -2450 MOBILE: (817) 709 -6014 24 HOUR EMERGENCY: 1- 800 - 566 -9306 ZIP: 76103 EMAIL: woody.sandlin @chk.com SURFACE OWNER UNDER PAD SITES: Chesapeake Louisiana LLC ADDRESS (no P.O. Boxes): 6100 N Western Ave CITY: Oklahoma City STATE: OFFICE PHONE: MOBILE: OK ZIP: 73118 -1044 EMAIL: 1000' RADI ---- --- - --_ -- -AROUND 4 ^� ATFHiG mrw ^�gY2o WILT NG PIPE r ! Ipa�OUND�1� 'F`i �RAICGA'�E, JF I I I G EOLLHEDM; i — PROPOSE[�4'E EAGENC _ . 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CASE CASE PRICKETT 6H y0 PRRIpIIgCKETT 2H� ®CASE 6H J�� PRISE 3H gi - -CASE 6H \ PRICKETT IH -�® ® —CASE 4H CASE PRICKETT 4H -�® ®CASE 3H ^ \^ CASE 4±--® 0 — CASE2H DRILLING PLAN DETAIL PRODUCTION PLAN DETAIL — rr�cnsr YASGNiY W➢lt p0�0 0 o 0 mPJ�wa 1000 aiOrto+w 0 O e0&1 K 4OO.ttil sVf J uws�(rtrJ N U Q -to- -o- Q 6TEE� HVfLCCNO OOGHOUSEA o p _ p�tRfl' /HOUSE @r•TP ACCIRl.VIAIOR N ° • N n 0 tExrPm=ces 61EE1PRELfIX6 MVPoOtMi V.M(9 WFUEa�7uxaraa HWSE a S+siA'u+�� .ia a scxaRr IYLCFENCE N.T.S. 8'riAWOHf � w+". i 6EEOi PiO N.T.S. 1000' RADI ---- --- - --_ -- -AROUND 4 ^� ATFHiG mrw ^�gY2o WILT NG PIPE r ! Ipa�OUND�1� 'F`i �RAICGA'�E, JF I I I G EOLLHEDM; i — PROPOSE[�4'E EAGENC _ . I \ \ I r 1 _ f ACCESS P, TE E J ° - \� BUILDS� \ d \ \\ TO BE EMOVEO 0,\\\-C' PRIOR(O CONSTt2UCTION PR 1\ I WELL PAD SHALL e • 1\� r ` 8 \,\ I BE CONSTRUCTED _ ,' • 1° l \i \ p ITOYPEB FICLEX BASE o, b- ..- FIREPIOHTI' ,.P � i ° ,j � I' - "' � \ `,\ 1 C WITH DUST CONTROL- \ (SEE EXHIB -- FIRE-FIGHTING, Si \ \ \- ._(SEEEXHIBITA) . ! �CC �,\\ - PR02D4' SET E G SS \i /! t. C GA = I = a r % 1_, __ WELL DETA@. N.T.S. CASE CASE PRICKETT 6H y0 PRRIpIIgCKETT 2H� ®CASE 6H J�� PRISE 3H gi - -CASE 6H \ PRICKETT IH -�® ® —CASE 4H CASE PRICKETT 4H -�® ®CASE 3H ^ \^ CASE 4±--® 0 — CASE2H Property ID Type Address city State 1 Commercial Building 7200E IH 2O Kennedale Texas 2 Farm /Ranch House 430 Bolen Rd Kennedale Texas 3 Commercial Building 380 Bolen Rd Kennedale Texas 4 Commercial Building 380 Bolen Rd Kennedale Texas 5 Commercial Building 380 Bolen Rd Kennedale Texas 6 Commercial Building 38O Bolen Rd Kennedale Texas 7 Commercial Building 380 Bolen Rd Kennedale Texas 8 Commercial Building 380 Bolen Rd Kennedale Texas 9 Commercial Building 400 Bolen Rd Kennedale Texas 10 Commercial Building 400 Bolen Rd Kennedale Texas 11 Metal Building 420 Bolen Rd Kennedale Texas 12 Single Family Home 1343 Bowman Springs Rd Kennedale Texas 13 Single Family Home 1343 Bowman Springs Rd Kennedale Texas 14 Single Family Home 1343 Bowman Springs Rd Kennedale Texas 15 I Single Family Home 1307 Bowman Springs Rd Kennedale Texas 16 1 Single Family Home 1 5101 Bowman Springs Rd Arlington Texas_ 1G A S AR�_..J WELLHEADS t•� _ �1GRT 1� -^ {i0Y P `TRAIISPORTATIC`4 - '- ROM US287_ __ - "- - -- - -- 20 - - tE rrsaECr� LOCATION •'� � I I� 1 � — i I Gt N.T.S. N 0 50 100 150 200 SCALE: 1"=100' Legend: -- - -- Property Boundary Surface Hole Location PPD Power Pale - -�— Overhead Electric 0 o Chain Link Fence —' •- Barbed Wire Fence - -� -- Proposed Transportation Route - - - - - -- 300' Buster - - -- 000' Buffer - - -- 1000' Buffer r� Water Valve Notes: )) Survey and bpographlo data provided by Lampe Surreybgdaled FeWW2010. Wplaln ?) Fm%nere as ne.th Opad to CCMK* reflect the Base HOW ElmBen0(6 4 �) in the 0% bn Contrel Plans are attedied to med the emalm =W measures $J There n2l be no open pda. The mud system 0 be wntatrred in a dosed -bop sysem n3h steel lanky. 0) The buck We Q abad at 1 -20 end ,111 Boxman Springs Rd, sett ler appmmnatdj 02 hal", tUTLV vred onto Bohn Rd. Tho bucks a31 tun so& I thestie aCZ»ssmad, a) Pipelhemutalh lte added once a eadamed mutaisarRabb, v 3 m � z V Z Q a °d wK t nfi 1F- m mom nma ® Z [L Q t5 CL Z 0 W a 4 Z W z LLJ �- > W U va W U v 3 m � �a g a °d wK t nfi m mom nma U t5 CL Z 0 Cl aTj-' eake 1 ENERGY FLLtsiaesacNes. nYA rwtmar.manir;>a - •.armor ti xa.ra. aasw��'vw °r vw is DAVID I Yfill fillfill MONO NO FILL SHALL BE ALLOW 0 WITHIN THE LIMITS OFT FEMAFLOODWAY SILT COMPACTED EARTH OR GRAVEL BACKFILL Ll L 290' 11 EX.13ASEFLOOO ELEVATION = 568.0 _ PAD CORNER PAP CORNER L ELEV 5851 . 100-YR FLOODPLAIN y W E LL PXADSIALL BE yll 0 CONSTRUCTED VcRf f N N FLEX BASE WITH INSTALL 4'WIDE DUSTCONTROL EMERGENCY 'ACCESS GeTE N TO BE REMOVE0-71R' CONSTRUCTION TO V PROPOSE06 LM FENCE, \v (D (D ED (D (D (D -,-(D'-- NO FILL SHALL BE ALLOW 0 WITHIN THE LIMITS OFT FEMAFLOODWAY SILT COMPACTED EARTH OR GRAVEL BACKFILL FEMAFLOODWAY 7--/ Sm 6' TO 8' {EXTRA STRENGTH FILTER 171111110 1111-11 8 TO 10' FILTER FABRIC WITH LYMER OR WISE MESH BACKING —4' STEEL 'T' FENCE POSTS . . . ... ... 24' TO 30' SILT FENCE DETAIL N.T.S. 6' MIN. lorm REPIAT A A110 A AMMON R TI D CA__�JTI_0 N U L� T�j C :1 1 HEAD-ELLTRIC BOLE N\ ROAl LINES S INF--S . . . . . . 290' 11 �10UISIANA�, 0 10839C _ PAD CORNER PAP CORNER L ELEV 5851 . I\A y W E LL PXADSIALL BE yll 0 CONSTRUCTED VcRf f N FLEX BASE WITH PHASE 1: DUSTCONTROL FEMAFLOODWAY 7--/ Sm 6' TO 8' {EXTRA STRENGTH FILTER 171111110 1111-11 8 TO 10' FILTER FABRIC WITH LYMER OR WISE MESH BACKING —4' STEEL 'T' FENCE POSTS . . . ... ... 24' TO 30' SILT FENCE DETAIL N.T.S. 6' MIN. lorm REPIAT A A110 A AMMON R TI D CA__�JTI_0 N U L� T�j C :1 1 HEAD-ELLTRIC BOLE N\ ROAl LINES S INF--S . . . . . . . .... ... .... ... .... . CORNER �R — — — -- — — " -- SgG IN.STALE SECURED' _ACCESSGATE- FM PAD �AO�CORNEA ELEV�ELO.'O.O __57 IN,$ IALL ZO L.Y. Ut' _-7- 7 65 7 7:�: ROCKFILTER DAIVIZ, NO FILL SHALL BE ALLOWED -,WITHIN THE LIMITS OF THE 10fil 100-YR FLOODPLAIN 100-YRFL000PLAIN PHASE 1: INSTALL DOUBLE SILT FENCE WHERE PROPOSED GRADING IS HIGHER THAN THE EXISTING ADJACENT GROUND. SEE 290' 11 �10UISIANA�, 0 10839C _ PAD CORNER PAP CORNER L ELEV 5851 . ELEV =_685.60 W E LL PXADSIALL BE lip" 0 CONSTRUCTED VcRf f THIbKTXDOTTYRE FLEX BASE WITH DUSTCONTROL (D (D ED (D (D (D -,-(D'-- . .... ... .... ... .... . CORNER �R — — — -- — — " -- SgG IN.STALE SECURED' _ACCESSGATE- FM PAD �AO�CORNEA ELEV�ELO.'O.O __57 IN,$ IALL ZO L.Y. Ut' _-7- 7 65 7 7:�: ROCKFILTER DAIVIZ, NO FILL SHALL BE ALLOWED -,WITHIN THE LIMITS OF THE 10fil 100-YR FLOODPLAIN 100-YRFL000PLAIN PHASE 1: INSTALL DOUBLE SILT FENCE WHERE PROPOSED GRADING IS HIGHER THAN THE EXISTING ADJACENT GROUND. SEE IOTIB •� 1 - IBI Z O �u__ -_- _- - _ - Z x INSTALL REINFORCED:CONCRETE �\V4,k ' I Z � DRIVEWAY ENTRANCE. MINIMUM \ 3,600 PSI COMPRESSIVE STRENGTH 20 = I = 0 O W TING RETAINING AT 28 DAYS. SEE TXDOT DETAIL LOT I� aa \ )ED IN ORDER .... CDD•OB -(FIN) MOD. I -' , LOCATION MAP W W Z N.T.S. R15' o..'�;�;,,- t!t- y��:': \ I .'- "-- --- -DR•`% L� "V Q c .�..{/.'' :' e.�x7 —' p� �sy ; "jl; ^•;;;, �' E —INSTALL 6'HIGH CHAIN LINK Q Z Z �` FENCE OUTSIDEOFTHE ' -;t •: ' ;' •; �. N W ( s ACCESS ROAD. QQ i C' tit 7 I \ � I 0 -- INST IL SECURED LL "I ACC GATE Q^ 0 20 40 60 80 g � sm SCALE:1°=40' m$ °n3n Al 1 d LEGEND ®® \ G WELLHEADS i�® \\ To V o \ 1 PROPOSED PAD SITE s —560— PROPOSED CONTOURS 560--- EXISTING CONTOUR sF — SILT FENCE 89 0 1 / 24' WIDEACC SHALL BE C(J R 74' OF 4° THICK l 6 HMAC OVER I Se 0 �• TYPE B FLEX 0208398608 `t, LOW PONn', 1 GRADE TO DRAW PHASE I: INSTALL25L.F.OF ROCKALTERDAM. SEETXDOTPETAIL EC (2 )-93., CONSTRUCTION QUANTITIES 1011•B 1,130SY — 1. CLEAR AND GRUB' 4.07 ACRES 2. CUT 8,500 CY 2. FILL 7,100 CY ' 3. 8 TXDOT TYPE B FLEX BASE TAIN EXIST. EROSION CONTROLS AND [AA E II ODITIONAL EROSION CONTROLS AS ED. ESTABLISH MIN. COVER OF 70Y OF THE NATIVE BACKGROUND COVER. REMOVE BIOCK i DEMOLITION EROSION CONTROLS WHEN 70% MIN, COVER PHASE III MAINTAIN EXIST. EROSION CONTROLS, MODIFY INLET PROTECTION TO METHOD COMPATIBLE WITH PAVEMENT. ADD ADDITIONAL CONTROLS AS NEEDED FOR CONSTRUCTION ACTIVITIES. 1. METAL BUILDING TO BE REMOVED 1 EA. 2. RETAW6NG WALL TO BE REMOVED 75 LF AANDAADDI110H 7) The drawings contained herein are not, and should 'LT FENCE ffu not be considered to be a storm water pollution .00K FILTER DAM 388.177196 PHASE I SITE CLEARING & GRADING ° use the information herein, he shall do so With the z PHASE It SITE UTILITIES & STORM provision that he at a minimum meets all of the ermit —. DRAIN CONSTRUCTION R� OAD 1. 8'HIGHCHAINLBJKFENCE v TRUCTED 'I NP DES, TCEQ TPDES Permit No.TXR150000, and OTTYPE B GENERAL NOTES PHASE IV FINAL STABILIZATION / HICKTxDOT / 8E, / ! / 1 1) All construction shall be completed In accordance with the North Central Texas Council of i Governments (NCTCOG) Public Works Construction 2312 { I I 1 I tl Standards, Fourth Edition, t 2 Survey ata shown was y provided by Lampe °b" 1 Surveying In February 2010. H9 1 Li 3) Floodpta n data taken from FEMA Map Modernization y H d I Program (2007). The floodpiain limits were adjusted d m c c :3 1 near the pad to correctly reflect the Base Flood r y n�z o I Elevation (BFE). I ' 1 t 4) It shall be the Contractor's sole responsibility to verify and locate ell utilities which may be affected prior to the commencement of any construction, or the submission of the project schedule, Such verification shall include, but not necessarily be limited to, Contacting all utility Companies / owners for %�$1 _ Chesapeake EROSION CONTROL PHASING PHASE I INSTALL EROSION CONTROLS: ROCK FILTER DAMS, SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE/ EXIT coordination and Identification / flagging of existing Utilities ENERGY EARTHWORK 1,130SY 5) The Contractor shall take any and all necessary measUfeS t0 protect all existing StrUCIUEes, improvements, and utilities Which may be encountered. The Contractor Shall be Solely responsible for damages to existing utilities, structures, properly, and /or persons caused by his construction operations, and /or any consequent damages to other facilities and persons caused by damages to existing utilities, whether or not the utility Is shown On the plans. 6 In an event, If a conflict With an underground utility Is ) y 1. CLEAR AND GRUB' 4.07 ACRES 2. CUT 8,500 CY 2. FILL 7,100 CY ' 3. 8 TXDOT TYPE B FLEX BASE TAIN EXIST. EROSION CONTROLS AND [AA E II ODITIONAL EROSION CONTROLS AS ED. ESTABLISH MIN. COVER OF 70Y OF THE NATIVE BACKGROUND COVER. REMOVE communicate the discovery of the conflict to the Engineer. DEMOLITION EROSION CONTROLS WHEN 70% MIN, COVER PHASE III MAINTAIN EXIST. EROSION CONTROLS, MODIFY INLET PROTECTION TO METHOD COMPATIBLE WITH PAVEMENT. ADD ADDITIONAL CONTROLS AS NEEDED FOR CONSTRUCTION ACTIVITIES. 1. METAL BUILDING TO BE REMOVED 1 EA. 2. RETAW6NG WALL TO BE REMOVED 75 LF PAVING 1. a•TFECK RFAJFnR[:Fn f`(1Nf`e FTF dSe CV 7) The drawings contained herein are not, and should 'LT FENCE PHASE IV 8 2, TIICKTXDOT TYPE BHMAC •°TMCK 1,130SY REVEGETATE ALL DISTURBED AREAS discovered, the Contractors shall Immediately ' 3. 8 TXDOT TYPE B FLEX BASE 14,850 SY I ESTABLISH MIN. COVER OF 70Y OF THE NATIVE BACKGROUND COVER. REMOVE communicate the discovery of the conflict to the Engineer. EROSION CONTROLS WHEN 70% MIN, COVER EROSION CONTROL HAS BEEN ESTABLISHED. 7) The drawings contained herein are not, and should 'LT FENCE 1,007 LF not be considered to be a storm water pollution .00K FILTER DAM 50 LF PHASE I SITE CLEARING & GRADING prevention plan. Should the Contractor choose to use the information herein, he shall do so With the FENCING PHASE It SITE UTILITIES & STORM provision that he at a minimum meets all of the ermit DRAIN CONSTRUCTION regUlfements for construction activities under the 1. 8'HIGHCHAINLBJKFENCE 1,550LF PHASE III PAVING /PAD CONSTRUCTION NP DES, TCEQ TPDES Permit No.TXR150000, and 2. 34' WME ENTRANCE GATE 3. 24'WDEENTRANCEGATE 1 EA. 1EA. PHASE IV FINAL STABILIZATION / Other applicable permits, rules, regulations, and LANDSCAPE & IRRIGATION Codes. v U t > U L0 as a L O rn L•- L3C0 v N O L GONE O cza PLNC W OL+ OCto NOoL = 000 N Lv +00 acv x UL .no vv ++ 0 r' � NN�L V• -U OYnL C T N U 0 +OO•- N O 4NL N O N O - T L4 L ,ccvo O LU/W [[N33E W 7 H L � ON 0 O NZ 04- JIL- .F-L U = ON v + O L v a10 P 4- - U v lmmmmIS MEN ISon IS NONEIN No 0 WREN EMO MEM NONE Mono ONES MOSS SEEMMEMOmoss MOSSONES MEMO MONO SEEN mlmmmmmmmmmmM 1/2' EXPANSION JOINT WHEN DRIVEWAY ABUTS CONCRETE V USUAL VARIES w / 5' R (USUAL) v )v CURB — AND GUTTER VZ EXPANSION JOINT (TYPJ SHOWING SIDEWALK ADJACENT TO CURB DRIVEWAY WIDTH I MATCH EXIST. DRIVEWAY AS SHOWN ON PLANS (LIMIT OF PAY 'W7 R.O.W. an°. 3 � LIh91T OF PAY 'l' FOR DRIVEYIAY L DUMMY JOINT , '4 BARS a /(E CH WAY) \ Z 5'R ( USUAU -- _ —___ -- ice' � F 0 ONSTRUCTION JOINT MONO CURB OR LIP OF GUTTER ACE OF CURB VZ EXP. JT, f7YP.) LAID DOWN MONO CURB OR CURB AND GUTTER DRIVEWAY WIDTH PLUS 8' -8' (ADJUST FOR RADIUS OTHER THAN 50 PLAN VIEW SHOWING SIDEWALK REMOTE FROM CURB (�-DO NOT PAVE AREA BETWEEP iiiiii"""""" SIDEWALK AND DRIVEWAY CUR SEED,SOD, OR LANDSCAPE AS DIRECTED. J - SEEDING OR OTHER SURFACE NC AS PEDESTRIAN WALKWAY. 2' i 5'USUAL FACE OF CURB o I' VARIES LIMITS OF PAYMENT 'L' FOR DRIVEWAY d IUSUAL B. V -4' LOCATION FOR SIDEWALK 4' BO Q (5' USUAL) MATCH EXISTING DRIVEWAY 1' RISE AT GUTTER DUMMY JOINT I I �, �'- CONST. JT. OR FULL DEPTH SAW CUT �-�- FRONT OF GUTTER IF CONCRETE 1' SAND CUSHION "4 BARS Q 12' C -C EACH WAY 3• (EXTEND TO FACE OF CURB) PAVEMENT BEND AS RED TO TIE TO PAYING UNDERLAYMENT OR BASE COURSE STEEL OR TIE BARS. >E 36' - "4 TIE BAR, 12' ENIBE041ENT INTO PAVEMENT NOTE: REPLACE EXISTING DRIVEWAY WITH (CAST -IN -PLACE OR DRILLED AND GROUTE0). SPACING IF ADJACENT TO CONCRETE PAVEMENT: EQUAL OR BETTER MATERIAL: TO MATCH TRANSVERSE STEEL IN CONCRETE PAVEMENT. PAID FOR AS CONCRETE PAVEMENT, IF CONCRETE, PAY FOR AS CONCRETE MULTIPLE -PIECE TIE BARS OR 24' EXTENSION OF (E)PAID FOR AS MONO CURB. DRIVEWAY. TRANSVERSE PAVING STEEL MAY BE USED IN LIEU IF ADJACENT TO HOT MIX OR FLEXIBLE PAVEMENT: IF HOT MIX OR OTHER MATERIAL, PAY OF TIE BARS. ®PAID FOR AS CONCRETE CURB AND GUTTER FOR IN ACCORDANCE WITH APPROPRIATE SPACE Q 241 C -C IF ADJACENT TO HOT MIX OR T = THICKNESS OF CONCRETE PAVEMENT OR BIO ITEMS. FLEXIBLE PAVEMENT. CONCRETE CURB AND GUTTER LONGITUDINAL STEEL IN GUTTER PORTION TO MATCH CONCRETE PAVEMENT OR CONCRETE CURB AND GUTTER DETAILS. SECTION VIEW CONCRETE RESIDENTIAL DRIVEWAY PAY AREA FOR DRIVEWAY St BE THE PRODUCT OF 'L' x ' S. Y. NON -PAY CONCRETE IN DRIVEWAY RADIUS 2 -90' RADII (FT) S.Y. NON - 5 10 20 1! 30 3 HOLFF/SSOMTES. NG v�:3ncva.rw n-¢ui cn£xav 10'USUAL I LOCATION FOR SIDEWALK 1' RISE 0 GUTTER TOP OF CURB " STREET X -SLOPE 5-07 MAX RESIDENTIAL- 13.2% MAX COMMERCIAL- 7.337* MAX " DRIVEWAY GRADE MUST RISE TO TOP OF CURB ELEVATION TO CONTROL DRAINAGE IN STREET GUTTER. SAG CONDITION 31 MATCH EXIST DRIVEWAY • 18'% MAX CHANGE IN GRADE (SAG P11 •• 12% MAX CHANGE IN GRADE (CREST PI) PRISE & GUTTER — STREET X -SLOPE 5.0� % =� ° DRIVEWAY GF TO CONTROL ALLOWABLE DRIVEWAY GR I.K." w MATCH EXIST. DRIVEWAY V USUAL VARIES LIMIT OF PAYMENT 'L' FOR DRIVEWAYS 10' R (USUAL) & lb -- ►- CONC.CURB --- ------------ - - - - -- ---- - - - - -- & GUTTER -4 BARS &I2' C -C (EACH WAY) ' /z' EXPANSION JOINT ( CONTT. JOINT OR LIP OF GUTTER (TYPJ I DRIVEWAY WIDTH PLUS 18'- 8' (ADJUST FOR RADIUS OTHER THAN 10') SHOWING OPTIONAL CURB AND SIDEWALK ADJACENT PLAN VIEW TO CURB 2' -4' C Q lo• usual . J o y SAW CUT al' AS SHOWN ON PLANS 1/2' EXPANSION JOINT WHEN (LIMIT OF PAY PL DRIVEWAY ABUTS CONCRETE H EXISTING —� WAY - V LIMITS OF PAYMENT 'L' FOR DRIVEWAY LOCATION FOR LIE DUMMY JOINT 1.50% 3" — OPTIONAL CURB 6. .:..... , �— *4 BARS C2 12'C -C EACH WAY P SAND CUSHION (EXTEND TO FACE OF CURB) BEND AS REO'D TO TIE TO PAYING NDERLA' STEEL OR TIE BARS. 36' - -4 TIE BAR, 12" EMBEDMENT INTO PAVEMENT (CAST -IN -PLACE OR ORILLED AND GROUTED). SPACING TO MATCH TRANSVERSE STEEL IN CONCRETE PAVEMENT. IEPLACE EXISTING DRIVEWAY WITH MULTIPLE -PIECE TIE BARS OR 24' EXTENSION OF a TRANSVERSE PAVING STEEL MAY BE USED IN LIEU w = 5' USUAL o \ IRIVEWAY. SPACE O 24' C -C IF ADJACENT TO HOT MIX OR CONCRETE FLEXIBLE PAVEMENT. = HOT MIX OR OTHER MATERIAL, PAY , \ DUMMY JOINT LONGITUDINAL STEEL IN GUTTER PORTION TO MATCH ,ID ITEMS. CONCRETE PAVEMENT OR CONCRETE CURB AND GUTTER DETAILS. DRIVEWAY 10' R (USUAL) CONCRETE COMMERCIAL DRIVEWAY H EXISTING —� WAY - V LIMITS OF PAYMENT 'L' FOR DRIVEWAY LOCATION FOR LIE DUMMY JOINT 1.50% 3" — OPTIONAL CURB 6. .:..... , �— *4 BARS C2 12'C -C EACH WAY P SAND CUSHION (EXTEND TO FACE OF CURB) BEND AS REO'D TO TIE TO PAYING NDERLA' STEEL OR TIE BARS. 36' - -4 TIE BAR, 12" EMBEDMENT INTO PAVEMENT (CAST -IN -PLACE OR ORILLED AND GROUTED). SPACING TO MATCH TRANSVERSE STEEL IN CONCRETE PAVEMENT. IEPLACE EXISTING DRIVEWAY WITH MULTIPLE -PIECE TIE BARS OR 24' EXTENSION OF :DUAL OR BETTER MATERIAL: TRANSVERSE PAVING STEEL MAY BE USED IN LIEU IN GRADE (SAG PI) OF TIE BAPS. =CONCRETE, PAY FOR AS CONCRETE IRIVEWAY. SPACE O 24' C -C IF ADJACENT TO HOT MIX OR CONCRETE FLEXIBLE PAVEMENT. = HOT MIX OR OTHER MATERIAL, PAY DETAILS OR IN ACCORDANCE WITH APPROPRIATE LONGITUDINAL STEEL IN GUTTER PORTION TO MATCH ,ID ITEMS. CONCRETE PAVEMENT OR CONCRETE CURB AND GUTTER DETAILS. DRIVEWAY SECTION VIEW CONCRETE COMMERCIAL DRIVEWAY VARIES RESIDENTIAL- 5' USUAL 5' COMMERCIAL- 10' USUAL LOCATION F SIDEWALK OF CURB = I 1.50% RESIDENTIAL MAX COMMERCIAL- 7.337 MAX 12% MAX CHANGE IN GRADE (CREST PD E TO TOP OF CURB ELEVATION iTREET GUTTER. `- 1/,'EXPANSION JOINT (TYPJ SHOWING SIDEWALK REMOTE FROM CURB RISE AT GUTTER ,--CONST. JT. OR FRONT OF GUTTER PAVEMENT OR BASE COURSE NOTE: IF ADJACENT TO CONCRETE PAVEMENT: AQ PAID FOR AS CONCRETE PAVEMENT, (EDPAID FOR AS MONO CURB. IF ADJACENT TO HOT MIX OR FLEXIBLE PAVEMENT: ()PAID FOR AS CONCRETE CURB AND GUTTER. T = THICKNESS OF CONCRETE PAVEMENT OR CONCRETE CURB AND GUTTER LOCATION FOR SIDEWALK TO BE PROVIDED ON ALL DRIVEWAYS FOR SIDEWALK DETAILS, SEE CSWO(FW) O._. 1i�tr� -3 �p�'eY�st2 093'v€rv�n0i&5'ima FORT WORTH DISTRICT oI 18% MAX CHANGE IN GRADE (SAG PI) ��_ - -- CONCRETE - -_ DRIVEWAY DETAILS MATCH EXIST /- DRIVEWAY CDD -08 (FW) MOD ORIGINAL DHAWWG FYD. +p• PROJECT N0. .NNE 2008 6 REVISI015. STATE 01ST. COUNTY TEXAS ®2008 by Texas oapart —t of TrpnspartaHOn; CW +T. SECT. JOB tCGHf gllrights reserved 0 U. •- L U> N L0 am e +v UO L•- + C_ L O L3Co 000L m. C oN C w nc+ x 0 o w LCL 000 m 4 m 00 a + nx0 UL L 0 } t oEOW 0' 410 N TL + 0 L.L _._ L 'o oYn0 CTN0 OCCC yOQ'- 4WL mama =TL4 + +OL +oco 0 Lm(9 Lm+F 4, OEO W J O . L H ONO mZ 0 4- QL U~= 00 (n +ot ox� Excavation (if shown on const. dwgs.) (see Usage 1-il—ILR #AiTi Al TOE OF •• '�':� '•x•'.•03, PLAN VIEW 3', 6' or 9' Galvanized Steel TYPE 4 (SACK GABIONS) SECTION B —B 3:1 Max. —Difch Flow EVA "V" SHAPE (Plan View) PLANS SNEEr LEGEND Type 1 Rock Filter Dam -may- — Type 2 Rock Filter Dam -- Type 3 Rock Filter Dam Galvanized Steel Wire Mesh 0 0 N SECTION A —A FILTER DAM flf-i TYPE 1 r2'lin. Galvanized woven wire mesh (for Types 2 & 3) See Note 4 �_2 1 Open grMMIn. roc ROCK FILTER DAM US) Rock Filter Dams should t disturbed areas to interc concentrated flow. The c flow through rate of Go C storm frequency may be us Type 1 (18" high with no toe of slopes, around inl Swale outlets. This type erosion from a drainage a be used in concentrated h or more) in which aggrego used at the embedded foun efficiency of low flows i the Engineer. Type 2 (18" high with wiry and at dike or Swale ouch Type 3 (36" high with wir( flow and should be secure( Type 4 (Sack gabions): Ty channels to form an erosic A 'V, Shape may be used for higher velocity flows. (See 'V' Shape Plan below) _DIMENT TRAP Z TYPE 2 For Payment el Crested Weir 2 Weir 1 V Min. e ngth j 4' Min. DFILE in. 1 Types 1 & 2 = 18' Type 3 = 36' ON C -C IDELINES -ucted downstream from iment from overland runoff and /or Ad be sized to filter a maximum cf cross sectional area. A 2 year 31culate the flow rate. sh): Type i may be used at the small ditches, and at dike or is recommended to control i acres or less. Type 1 may not )city flows (approx. 8 Ft /Sec out may occur. Sandbags may be (4" deep min.) for better filtering i for on the plans or directed by Type 2 may be used in ditches Type 3 may be used in stream stream bed, y be used in ditches and smaller of ^m. FILTER DAM AT CHANNEL SECTIONS —OR — ( rOR — TYPE i OR TYPE 2 GENERAL NOTES 1. If shown on the plans or directed by the Engineer, filter dams should be placed near the toe of slopes where erosion is anticipated, upstream and /or downstream at drainage structures, and in roadway ditches and channels to collect sediment. 2. Materials (aggregate, wire mesh, sandbags, etc.) shall be as indicated by the specification for "Rock Filter Dams for Erosion and Sedimentation Control ". 3. The rock filter dam dimensions sholl be as indicated on the SW3P plans. 4. Side slopes should be 2:1 or flatter. Dams within the safety zone shall have sideslopes of 6:1 or flatter. 5. Maintain a minimum of 1' between top of rock filter dam weir and top of embankment for filter dams at sediment traps. 6. Filter darns should be embedded a minimum of 4" into existing ground. 7. The sediment trap for ponding of sediment laden runoff shall be of the dimensions shown on the plans. 8. Rook filter dam types 2 & 3 shall be secured with 20 gauge galvanized woven wire mesh with 1" diameter hexagonal openings. The aggregate shall be placed on the mesh to the height & slopes specified. The mesh shall be folded of the upstream side over the aggregate and tightly secured to itself on the downstream side using wire ties or hog rings. In stream use the mesh should be secured or staked to the stream bed prior to aggregate placement. 9. Sack Gablons should be staked down with 3/4" dia. rebor stakes. 10. Flow outlet should be onto a stabilized area (vegetation, rock, etc.) . 11. The guidelines shown hereon are suggestions only and may be modified by the Engineer. -M* Texas Department of Transportation ® Design Division (Roadway) TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES ROCK FILTER DAMS EC (2) -93 Pi E: EC293.UGN on: HEJ cK: HEJ u"' 'GU ©TXUOT JUNE 1993 .NMT 1 FEC.M . PROJECT SUET REVisiaus C2.03 C004TY CONTROL SECT JOB MGHI ➢Y DRIPLINE CRITICAL ROOT ZONE PLASTIC SNOW FENCE WITH T POSTAT 10' O.C. PLAN VIEW DRIPLINE STEELY -POST r-- PLASTIC SNOW FENCE 10' -0" MAX. I j RADIUS = X FENCE LOCATION AT THE CRITICAL X =CRITICAL ROOT ZONE 1 FOOT FOR EVERY CALIPER INCH OF TREE. IF CRITICAL ROOT ZONE IS LESS THAN THE TREE DRIPLINE LOCATE FENCEAT DRIPLINE ®1 TREE PROTECTION DETAIL NOT TO SCALE STANDARD TREE PRESERVATION NOTES 1. All trees and natural areas shown on plan to be preserved shall be protected dud with temporary fencing and other measures as needed which may include retaining of limbs, roots, etc. 2. Protective fences shall be erected according to City Standards for Tree Protectio 3. Protective fences shall be Installed prior to the start of any site preparation work I grubbing or grading), and shall be maintained thronhout all phases of the construct 4. Erosion and sedimentation control barriers shall be installed or maintained in a IT not result in soil build -up within tree drip lines. 5. Protective fences shall surround the trees or group of trees, and will be located n limit of branches (drip line). For natural areas, protective fences shall follow the Lim Construction line, In order to prevent the following: A. soil compaction in the root zone area resulting from vehicular traffic or storac equipment or materials; B. root zone disturbances due to grade changes (greater than 6 inches out or fi trenching not reviewed and authorized by the Client, City Official or Client Repr C. wounds to exposed roots, trunk or limbs by mechanical equipment D. other activities detrimental to trees such as chemical storage, cement truck t fires. 6. Exceptions to installing fences at tree drip lines may be permitted in the following A. where there Is to be an approved grade change, impermeable paving surfao other such site development, erect the fence approximately 2 to 4 feet beyond I disturbed; B. where permeable paving is to be installed within a tree's drip line, erect the f, outer limits of the permeable paving area (pnor to site grading so that this area separately by hand prior to paving installation to minimized root damage); C. where trees are close to proposed buildings, erect the fence to allow root prL space between the fence and the building, prior to disturbance. The fence can point of root pruning. D. where there are severe space constraints due to tract size, or other special r contact an Arborist to discuss alternatives. Special Note: For the protection of natural areas, no exceptions to installing far Construction line will be permitted, and no silting of stock piling of material or di around trees. 7. Where any of the above exceptions result in a fence being closer than 4 feet to a protect the trunk with strapped -on planking to a height of 8 ft. (or to the limits of Iowa addition to the reduced fencing provided. S. Trees approved for removal shall be removed in a manner which does not impact preserved. 9. Any roots exposed by construction activity shall be pruned flush with the soil. Bal with good quality topsoil as soon as possible. If exposed root areas are not backfilk days, cover them with organic material in a manner which reduces soil temperature I water loss due to evaporation. 10. Any trenching required for the installation of landscape irrigation shall be placed existing tree trunks as possible, 11. No landscape topsoll dressing greater than 4 Inches shall be permitted within IN No soil or mulch is permitted on the root flare of any tree. 12. Llmbing & pruning to provide clearance for structures, vehicular traffic and equip damage occurs (ripping of branches, etc.) 13. All finished pruning shall be done according to recognized, approved standards I (Reference the National Arborist Association Pruning Standards for Shade Trees). X =ROOT BALL HEIGHT 0 3 SHADE TREE WITH STAKES PLANTING DETAIL Y = ROOT BALL WIDTH SCALE: 04 DO NOT HEAVILY PRUNE THE TREE INTHEN TREE I I o0o AT PLANTING. PRUNE ONLY TREETO FAC -- 9Dq e CROSSOVER LIMBS CO- DOMINANT LEADERS AND BR6kEN AND DEAD MARK THE NORTH SIDE OF THE b BRANCHES. SOME INTERIOR TWIGS REPROVE, TREE IN THE NURSERY AND AND LATERAL BRANCHES MAYBE WIRE,M ROTATE TREE TO FACE NORTH ATTHE 51TE. a PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES REMOVEALLTWINE, AND o°� P o o THAT EXTEND TO THE EDGE OF THE W MUL ROPE WIRE, AND BURLAP FROM TOP CROWN. COVER ROC DEPTH 50 t OF ROOT BALL �fA "ARBOR TIE' GUYING MATERIAL. EXPOSED. 3° MULCH LAYER. MULCH IN COVER ROOT BALL AND TAPER IN 0 P o G o a ATTACH TO STAKE. TIGHTEN ARBOR TIE ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR TRUNK DEPTH SO ROOT FLARE REMAINS o a°d MOVEMENT. BACKFILL con EXPOSED. DO NOT COVER ROOT Qp AI FLARE. rt;g. I 6' HARDWOOD STAKE OR APPROVED EQUAL. 3 PER TREE EQUALLY SPACED TO PREVENT ROOT BACKFILL WITH PLANTING SOIL MIX o� Pn ao AROUND TREE. TO BE SET IN EXISTING BACKFILL WIT AND LIGHTLY COMPACT oa UNDISTURBED SOIL, PLACE SOIL IN B' FIRMLYW ` °I FLARE. MID�L PREVENT ROOT ° PLANT TREES O T ROOT FLARE IS THE SHIFTING WITH PLANTING 2 "- WABOVE FINISHED GRADE. SOIL MIX. PLACE SOIL IN 6" LIFTS AND COMPACT FIRMLY WITH FOOT PLACE ROOT BALL ON PLACE ROOT B PRESSURE. LAYERAND COMPACT SOIL SOIL UNTILTHE MIDDLE OF THE ROOT BALL. IF TREE THE ROOT BALI CUT THE BASKET IN FOUR PLACE AND FOLD DOWN INTO PLANTING z HOLE TO EXPOSE TOP HALF OF ROOT — BALL. 0 4" HIGH MULCH SAUCER R;0 00 zi h 04=W W m FINISHEt F= X =ROOT BALL HEIGHT 0 3 SHADE TREE WITH STAKES PLANTING DETAIL Y = ROOT BALL WIDTH SCALE: 04 ,ion n the outermost j or ,York A the 6' HARDWOOD STAKE OR APPROVED EQUAL. TIE' F-� E9 PIC, L HEIGHT PLAN VIEW R(, - WIDTH ILE TRUNK ORNAMENTAL TREE PLANTING DETAIL (9 Z U) w w —) w r) OLd 0- w C� -j 0 EL n < < pW d Z w z z V) w W n < < C0 C) LL LL u WHO rim -1 won E, EhT M c E hi D-z ❑ Cher a—&ke ENERGY FOR INTERIM REVIEW ONLY THESE DOCU6fEXT ME MR MM PEYIEN MD ME NOT VRENMD MR RE. OR WERE FPEPMED 0Y OR ONDER THE LEMLHWHEa 206T fmm RIA NO. DAT9. 01-052071 LANDSCAPE DETAILS 1-1.02 SCARIFY THE SIDES AND BOTTOM 3'_ -SETTOPOFROOTBALL OF PLANTING PIT AND ROOT FLARE 3* MULCH LAYER. MULCH a 1" HIGHER THAN Jmit of TO COVER ROOT BALLAND a FINISHED GRADE. TAPER IN DEPTH SO ROOT FLARE REMAINS EXPOSED. BACKFILL WITH PLANTING DO NOT COVER ROOT a SOIL MIX AND LIGHTLY COMPACT FLARE. In -,',_Cl C6 '.--,- BACKFILL BOTTOM 3" WITH X ROOT BALL HEIGHT I / PLANTING SOIL MIX, COMPACT FIRMLY. as X trees. ike place before SHRUB PLANTING DETAIL 02 SCALE: 1'=V.0" IF DO NOT HEAVILY PRUNE THE TREE :Sr.- AT PLANTING. PRUNE ONLY CROSSOVER LMd& .6P INANT LEADERS, AND •SOME BROKEN AND DEAD BRANCHES. INTERIOR EAND TWIGS AND LATERAL BRANCHES MAY BE PR NE Z I, D HOWEVER DO NOT REMOVE M Top r BALL TIETERMINAL 08 OF BRANCHES THAT EXTEND TO THE EDGE C,,HE CROWN. CHTO 'ER 'ER IN a 'ARBOR TIEGUYING MATERJAL.ATTACH IANS ' S TO 3 TRUNKS MINIMUM. ATTACH TO STAKE. ARBOR TIE ENOUGH TO KEEP R. .T .T .T `LARE• FRIGFITE SLIPPING. ALLOW FOR TRUNK MOVEMENT. alp ILMIX IFACT °o V HARDWOOD STAKE ORAPPROVED EQUAL- ER TREE E Q UAL1Y 6 P&NCDE1,0,ARQU N D TREE. TO BE BE SET IN EXISTING E,,OL PING FA EXPOSE ROOT FLARE. FACT PLANTTREE SO THAT ROOT FLARE IS 3URE. 2*-3* ABOVE FINISHED GRADE. JNTIL BALL. GLACE ROOT BALL ON NEXCAVATED SOIL IF TREE IS SHIPPED WITH AWIRE BASKET AROUND THE ROOT 13N UT THE C HE ASK CE FOUR PLACE .OEIN INTO PLtNTING ffi To P HOLE TOP HA PC ROOT BALL 4' HIGH MULCH SAUCER 6' HARDWOOD STAKE OR APPROVED EQUAL. TIE' F-� E9 PIC, L HEIGHT PLAN VIEW R(, - WIDTH ILE TRUNK ORNAMENTAL TREE PLANTING DETAIL (9 Z U) w w —) w r) OLd 0- w C� -j 0 EL n < < pW d Z w z z V) w W n < < C0 C) LL LL u WHO rim -1 won E, EhT M c E hi D-z ❑ Cher a—&ke ENERGY FOR INTERIM REVIEW ONLY THESE DOCU6fEXT ME MR MM PEYIEN MD ME NOT VRENMD MR RE. OR WERE FPEPMED 0Y OR ONDER THE LEMLHWHEa 206T fmm RIA NO. DAT9. 01-052071 LANDSCAPE DETAILS 1-1.02 PLANTING SPECIFICATIONS PREPARATION LANDSCAPE CONTRACTOR AND REPRESENTATIVE OF OWNER SHALL BE RESPONSIBLE FORVERIFYING THE CORRECT LOCATION OFALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIORTO THE INSTALLATION OFANY PLANT MATERIALS. PLANTING BEDS ALL BED AREAS ARE TO BE LEFT 3 "ABOVE FINISHED GRACE OF 3" OF MULCH AFTER COMPACTION AND SETTLEMENT. ALL BED/ ADEPTH OF 6', ADDING PREPARED SOIL MIXTURE AS REQUIRE[ PLANT LOCATIONS MULCH REFER TO PLANTING PLAN FOR PLANTING LOCATION AND PLANT MATERIAL LEGEND FOR SPECIFICATIONS. AFTER SETTLEMENTAND COMPACTION, ALL PLANTING BEDS SF MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT OF MULCH. ALLAREAS DISTURBED BY PLANTING OPERATIONS PRIOR TO PLANTING GRADING AND DRAINAGE PLANT MATERIAL STANDARDS ALL PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN HalffAssoclates, Inc. ASSUMES NO RESPONSIBILITY FOR FAILURE OFANY HARDSCAPE AMENITY NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STAN SUCH AS WALKS, ENTRANCES TO STRUCTURES, AND PLANTER BEDS FORMED OR ENCLOSED BY LATEST EDITION. ALL PLANTING SHALL BE IN ACCORDANCE WIT EDGING AND FLAT WORK WHICH DO NOT DRAIN DUE TO IMPROPER SET UP OF ELEVATIONS ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICAT DURING CONSTRUCTION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING, AND SHALLAPPROVE ANY PLANT SUBSTITUTION. VERIFYING THAT WATER DRAINS AWAY FROM BUILDING. COORDINATION LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. MAINTENANCE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTING BEDS INA WEED AND DEBRIS FREE CONDITION AND SHALLACCOMPLISH WATERING BY HAND AS DEEMED NECESSARY UNTIL SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL MAINTAIN ALL WORK FORA PERIOD OF 30 DAYS AFTER SUBSTANTIAL COMPLETION AND ACCEPTANCE. VERIFICATION LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND SPECIFICATION BY LANDSCAPE ARCHITECT. PLANT QUANTITIES HAVE BEEN PROVIDED ASA CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDSCAPE ARCHITECT TO BE NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN VERIFIED QUANTITIES PER LANDSCAPE PLAN. PRUNING ALL TREES ARE TO BE PRUNEDAT TIME OF INSTALLATION TO RE LIMBS. ALL TREES ARE TO MATCH IN HEIGHT, SPREAD, AND CLE STRAIGHTTRUNKS. TREESUPPORT TREES SHALL BE SUPPORTED WITH THE APPROVED METHOD F( TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSAR WARRANTY ALL PLANT MATERIALTO BE GUARANTEED FORA PERIOD OF ON COMPLETION AND ACCEPTANCE BY THE OWNER. w 'IT TO INCLUDE PLANTING SURE 50 %a"NDANDS OIL MIX (SEE DESCRIPTION BELOW) _ OTILLED TO 50% BALANCED COMPOST (SEE DESCRIPTION BELOW) cl) SAND AND SOIL MIX DESCRIPTION: EA MINIMUM 3" LAYER SHARP SAND: $AND EXCAVATED FROM A MINIMUM OF 20 FEET BELOW GROUND SCREENED NAT VE SOIL: WELLADAP ED NATIVE SOIL FROM SOURC SAMAXIMUMVEL. 1E GRADED AND RE SEEDED. DISTANCE OF 200 MILES FROM THE PROJECT SITE. (STAND SHALL BE BALANCED COMPOST DESCRIPTION: WELL - COMPOSTED, MANUFACTURED SOIL BLENDS URSERY STOCK ", ) AMERICAN STABLE, AND WEED -FREE ORGANIC MATTER PH RANGE OF 5.5708; 3CAPEARCHITECT MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT LL 100 PERCENT PASSING THROUGH 1 -INCH SIEVE W SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M AND UNSIGHTLY PLANTINGS. PURELY EXCAVATED O NOT WILL IT 13ETPERMI FREE OF SUBSTANCES TOXIC TO ND SHALL HAVE COMPOST CAN HAVE MATERIALS AS FOLLOWS: W 1. WOOD DERIVATIVES: DECOMPOSED, NITROGEN - TREATED SAWDUST, GROUND BARK, OR WOOD QW Z WASTE; OF UNIFORM TEXTURE AND FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIAL. a. LUMBER, EITHER TREATED OR UNTREATED, PALLETS OR CONSTRUCTION WASTE WILL NOT BE OF ONE YEARAT WHICH DERIVATIVE PERMITTED ASA WOOD 2. MANURE: WELL- ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE Y U THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC Q SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, DEBRIS, AND MATERIAL HARMFULTO PLANT GROWTH N SUBSTANTIAL E- SEWAGE, SLUDGE, AND RAW MANURE WILL NOT BE PERMITTED 3. LANDSCAPE TRIMMINGS: DECOMPOSED GRASS, LEAVES, WOOD CHIPS, OR BRUSH; OF UNIFORM TEXTURE AND FREE OF STICKS, STONES, OR TOXIC MATERIAL 4. ADDITIONAL REQUIREMENTS: U a. DEVELOPED USING AN EXTENSIVE AEROBIC COMPOSTING PROCESS. b. SCHEDULED TURNS WITH A MINIMUM OF 5 TURNS, c. COMPLETELY COMPOSTED FORA MINIMUM OF 8 -12 MONTHS d. ACHIEVESA SOLVITA• COMPOST MATURITY INDEX VALUE OF 7 OR HIGHER 6. MEET OR EXCEED THE TIME AND TEMPERATURE STANDARDS SET IN T.A.C. CHAPTER 332, SUBCHAPTER B, PART23AS REQUIRED BYTHETCEQITNRCC L MEET FEDERAL SPECIFICATION UNDER GUIDELINES OF 40 C.F.R., PART 503, STANDARDS FOR CLASS BIOSOLIDS. g. 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Please find BOA requests and responses noted below: BOA Request #1 — Provide specifics on whether Chesapeake's liability insurance covers water well contamination. Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Direct: 817.502.5645 • Fax 817.945.5645 • dusty.anderson @chk.com (1) That the establishment, maintenance, or operation of the use will not be materially detrimental to or endanger the public health, safety, morals, or general welfare-, (2) That the uses, values, and enjoyment of other property in the neighborhood for purposes already permitted shall be in no foreseeable manner substantially impaired or diminished by the establishment, maintenance, or operation of the uses; Chesapeake Energy Corporation 100 Energy Way -Fort Worth, TX 76102 Direct: 817.502.'5645 • Fax 817.945.5645 • dusty.anderson@chk.com truck traffic. Existing neighbor's use, value or enjoyment of their property will not be substantially impaired or diminished because Chesapeake is committed to minimize any effects our presence may causes and work to ensure that both parties can co-exist in a mutually beneficial environment. (3) That the establishment of the use will not significantly impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; (4) That adequate Utilities, access roads, drainage, and other necessary site improvements have been or are being provided; Chesapeake Energy has fully vetted the location of this drillsite and has provided engineering plans that show adequate improvements are in place to accommodate needs for a gas drill site. (5) That adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets; (6) That the use shall conform to all applicable area, yard, height, lot coverage, building size, and exterior requirements and parking space regulations of the district in which it is located. footprint that allow us to easily conform to district zoning regulations. Engineering plans have been provided showing existing improvements such as an 8 foot permanent screening wall, concrete drive approach and landscaping design. In addition, the pad site is sized to accommodate parking associated with normal site activities, BOA Request #3 — Address staff concerns regarding site conditions. BOA Request #4 — Address noise concerns. We appreciate the opportunity to operate in Kennedale and responsibly produce clean and abundant natural gas for the community. We look forward to continually working with you on these projects. 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O O aE 0 m° > m a a m E o a c Q 2' O 41 m 1 o di o u Ln Ly 5 ;,- m C U a 0 4O Q O O O NO O E OO J�z o'tw C a o 0- V m 0-0 o, a v 4Ln J bn ° {.r O Lo t E lL m ° ° a uo a - O O O ° O 4- m tiA + t9 > ° ° ca .� L +}" a � o ,n >,- O - � v U n O m _ �O '.. ro J +' a � 4- m ° c O w aE 0 m° > m a a m E o a c 41 m 1 o di o u Ln Ly 5 ;,- m C U a 0 4O Q O O O NO l o'tw C a o 0- V m 0-0 o, a v 4Ln J bn ° {.r O Lo lL m ° ° a uo a - O O J O t9 > ° ° ca O - � v a F- a N m "+C, N — "NO -0 L N -0 m E (U o o 0 _� ca E O ° ul O m c) i„ U O Q -o Y m 0- - m Z d w ❑ ❑ ¢ `) t 0 O ca M Q a-- m O O O O O E C o t N O O L O oz4oY a; 0- CU m � Fn @ cV p O Y N a C_ � O 'bA Y a1 m E O a C tC+ u _0 c a) := O N C y Na 3 : o C v ° o- O O o L a1 O O co U 0 t_• O ..Q D- E bTA ,!� O U L ba W m O tn o GJ O N � X40 N aj ai a C E by U X 0 r- cv � F- � ` 41 6 aJ • °J = -a C C6 41 a1 C 0 0 . co = C -O O V, o Y cOa Q. Y t� 0 O cn a12 cLO N c v E C -6 _O E C U t Q O L O ° z 4- v °J ao m cu N 3 m j o a a O tW Y > � m 0 a 0 C aj r_ Y O tom+ 'tj (6 a1 in O aJ C vI 0 � 0 0_O O C � U F II O O O L 4- Q V W 0 Co 0 -0 a E w,Ln o E v -c *' w O Y 12 O Lu O tLD O Y �S O, c 0 E uJ U X 0 , O aJ F� a1 aj 4- v E bn 0 0 C Q ul 'L c i C 7��C6 �1J v Ln CL O L a 3 1. O ..O f0 ai b O C (�L v O aJ 4�,�s_' 1 9, 73 Q o ai O 'pp E O _ m z Qj can O U 7 "6 O L a N m by w aJ a zo U CL ai Y Ln Qj C E 0 o_ 4 Y C C c9 bA 'L 'O v N O a L. O a Y O A fn aJ L O E L Q1 o = -o 7 o o '0 E �m z It V) ❑ a1 zs v r- o Q Y 4 a- can w 41 a) 2 r� !J Y O O m ca N L O o E C N — N t: E TS OO L O O z O Y aj aJ o.o @ (L6 N a n3 Y � a C a O to E U co 'O CJ E O O- O Y bA -0 C aj �% 0 � U 0 C -o 0 CU o 0 o 0 CL GJ o u aJ tj m O - a E �3 � o E aJ ,_ W 0 W L O ov b CA N C ?j a'L C ai a L m C) C w vi E pOp O U N O aj F- N C ca � cu bA aj m C a a O Q v c=v Q Y o O CL o co L ca E Q c O E O tE QJ O o L 0 Z 4- a 1 4- L 0 @ _ v cLo cV p tB Y 4) a C } O ba 1 aJ m E O a C tC+ �@ = (U ,}, O 3: O O tn N O O U O Y a O O o -0 cu W � a O 41 m o L t_ O ..Q a E O N Y U C L m W O @ a1 - o O ,C M fu aJ Ln C °J w E nA i o V N p v c @ + -0 E c 0 no. m = o -o O Q i LO L a) L a a a ❑ v (D C O U 7 "B O L a N b L 7 C 'O C fD bD C L 0 a1 0 0 a O a Y 0 O ..O ca aJ O E C O Y aJ Y "6 a o ai O � 'bn o E � _m z ai c _O 0 ..Q O L a tD nn ro 0 C "6 C O 0 h N O a O a 4' s o O ..O RJ v O E C / L v o ° Y v U a 0 Q O 'bA E 3: O —m z 'N v ai a LO I', l I i VI aJ C 0 e w ul to N 4l tp a a a � a w can �4 u U O m O a O m ro v 01 .o aJ 0 a ,� E a o E a u s �' cu o t E o z �0 0 Oi O O > N C) OJ 2 C O 'w E � aj O) m A N a O E o 0. 41 — cn 4- C Oj =5 a m O) = O O) C N a ?j O @ O a U D. O O O N O O Q O +, m U v L 0 9 a. E �3 L, o 0 C W @ O N aj O ba O to C a Ncu N C N Li E bA U X 0 aj o a a) a- C a C m - L N ai m =0 a- L OJ C "L -a �te m Q. a a° O cv � O. = 4J On ,� N O Q C E O E o N — A E a 0 L 0 0z�a; 0.o >v N 3 o m C a o un E � CU o m >, ca m a a E o a c _ (6 'H+ W 'a �-+ o a u O 4 0 O o O N O u O �+ m O O u41 i hA W -1 O @ co O O @ Tj CL c -aa a, ° in m C aJ vi E ap U X p ,E cu s a L v L () cu E o o c o 0 �¢ i � m n. i f 4 i a z C C 6 C N E o E a v t 3 OJ - > i o L) E v In -0 L O y °zvO — LO — � a d1 41 S C O llp 0 3 J m E 4 ; m E o 2-0 s a h0— a O C .cu O O O O O r c .� Q CU CL 0 CL m O -O CL m O O " , O O n3 4A ca O V) � (9 i O. 4J iii bA E OJ L .•O ¢ s f4-j6 C yO_ U 7 "O O O. ao ro 41 can o c- . co v C O •L O v 0 O L O. O cu O c O U O) O 4.- Y '~ O O' E O1 0 Uo N a 3m z Q El r V A v \ C� � 'IV ai m U) �W a�= Q.% C E O W U Qw o_ C N E o E a v W OJ - > i o L) E v In r V A v \ C� � 'IV ai m U) �W a�= Q.% C E O W U Qw o_ N a N 0 C E o E a v OJ - > i o L) E v -0 L O y °zvO — — � a d1 41 S C O llp 0 m E 4 ; m E o 2-0 s a h0— a O C .cu O O O O O r c .� Q CU CL 0 CL m O -O CL m O O " , O O n3 4A ca O v .L 'v = E ) ) ° aJ a' C I E U X [2 '-, O1 O -a N tO�+ Q) 4- — .0 N Qj L L -0 N E C C C CL O o > _ _CL Gi — — n 's. N C L ?j O L L ( (J N N O E L LU 4• O) 0 iF' O O O (6 co ca C O. o:: 2 O cOn E t E 0 C -0 1 CU — a' O L E a a 0 L 0 cu A 0 z w O �J �o >�� — a s- cv N 7 Y3 ca 0 cu 5 E- ro E -o 4 o w o E ,1 > ca E o Q c s - co , v o u }O 0 cu a ..a U ai � J 4- CL O O _0 O Ln Oi O V Q O i C° O n Q E ago �, o L = f 7 E bbn o WO, - ,n c9 O @ .r N bD -0 =S r O -Y t�9 � QJ aj o �. U X `0 O ci O _ O ai 01 aj s 'on a QJ L i• O V N W du — .0 'a E M a) O O 73 sz °' '^ C cs ai M = c 0 'M co tJ O E Q o Y m Q 3 mo z w U U Q Q) � w v v o O co Ci O @ :3= E U Ci c� cLa v U CL cl:: M O 0 d o E c v — u o c v O N , — = a) E O Q, Q o C a E "O -0 n O z� CL a) a L jL E N OL O. (U t > ca E lu Cs O O L O 0 0 +� ai L z 4- N to t O L o �, CL O ;= N aj El fa 0 "O 0 75 C p .1 Q . > :LL" = J '6 O w ca N 0 m 70 N $ ro co ! �. ca m -0 N E o ra lu v @ a) s CZ a N Q � uO — a c a) -a M _ ; 0 1 i o A-.1 o a) c tl � 1 j m (y t� �, oo =1 Ln p CL c "O U N a 0 L p v o O O 0 a -r- —° If bn _ I aj m °gig o E �3 in o ,n a O ^ lh E vs+, N w � O c O U IZ C! •1-0 v n0 o UC, G \ - ` E •� 1 ca L V V C] m c ❑ c cu Q O 6 4q o E E M LL 'L c -o E -u 4E� G O O) O p , U x E Y J _ O ~ O L N N 4J Ln to i N L OJ O '6 Q) '6 a) .4 ' 'Y N p N 's. a) C: L O bA O J N U N O (B O +1 .c -0 — m E O aJ C- L N bA n < N 0- O O O v N E " N aC , — fa C L CL > O E m a (, O E rIq z ❑ a 1 °- w y , F- o L Vi -0 + a) a-' v o CU U Y 7 Q) � O Q 4� O co Ci O @ Ci c� cLa v o CL cl:: M O 0 NO C N O , '� E o c v O N , — = Q o C a E "O -0 a) a L jL E N OL O. (U t > ca E lu Cs O L O 0 0 +� ai L z 4- N to t O L o �, CL O ;= N z ) "O 0 75 C Q . > :LL" = J '6 O w N 0 m 70 N $ ro co ! lu v @ a) s CZ a N E _o n 0 UD c ai ✓ � 1 j m Q t� �, oo =1 Ln 0 L p v o O O 0 a -r- —° If _ _ I Cm CU o c +1 � O ^ O W N O c O U IZ C! •1-0 v n0 4J - E V m c ❑ c cu Q o E E M -u 4E� G O O) O p , is �� Y J _ c L N N 4J Ln p N 's. a) C: L O bA O E N U N O (B O Q O Y co CL — m E O aJ C- IXI < N ^ \ E " �w t o +� j oo. o n Ci c� cLa v o NO C N O , '� E U s? a O E -0 (U t > ca E lu Cs t O L N z ) "O Q . > :LL" = J N 0 m 70 N $ ro ! v @ a) s CZ a N c o O 0 3 0 ✓ � 1 j m �, ns v a) E o CL cu uon a -r- —° If _ I Cm ate) v `�' c O U O) °ao pi m � $ o V a Q o E E M G OV w ca O @ c O a) ,L °' c E AT ca ❑ C: ^ \ E " vU \� Qi•1 X p .c O a) O _ (. y , F- o L Vi -0 + a) a-' v o CU O •o N N 'i a) c o Q D Y ca CL � 'z Z3 a) .� w 0 i ❑ 4� v O 4� O Q. N CL 2' cL6 v 00 O C a) O Y N , E U oo 'E E -06 v :] >, m O =3 t E CL °z°o a) Ln m bD �) o c .� m aj N fa N Q. cu c O m C R > u -p y ca � ro �v v = o a) c a `` N c° c a ns mo Q 0 E �3 N o +cL Q E v N tw o cN F -0 V p L O v bq ca L ))) .c N = 'Fj c O m 'i- C ro C C\ q U5 L fa ❑ c t ns , v °© O aj IN aJ i. p � c� ' c o o 'ago °J_ (a v c L o Gi \Q o ns — m Z (U .0 LU ® < 1 a �Z rte' V Q, C� 41 7 +� ru t O O -0 +� 41 1 O m CL O N O 0 a. d- co 0 w :3 .� O •C U L a O L O oz,.o 4- O C E 0 a o u-� m o CL QJ ( aJ - f2 "a O L O o z +� o ai (v � fao v S 0- -C ca N a co O a N @ O O N c v = -0 M '4J -a t; O w O \ O a [[1 a c E Q = OJ hOa i O _^ E v 41 � a° UO 4� c a (a — f 4 C O ,E fla c° aj uc a v [c L c u Q- f O O �$ Ln 0 U O O+ 0 0 aJ " O O L L 'L fD Q E 0 OQ C 7 gy U LL MI O 0 . O b fo � , t C o CU ,C — O aJ O O E L Q C: � L (0 0 O C c aJ N co � O O �\ 0 0 aJ L O \�\ ro +i 6 0 a vJ 4- aJ +- @ -O _ 'a E UO o 0 0 a o- E c a o o 'ea co � 3. z ¢ _0 m o. coo 0- s- c L co o a c c 41 7 +� ru t O a O co m a o 1 f2 ro O 0 1 o -p O w L u +J E aJ U L a O L O oz,.o 4- � 4- o > ., o co N 3: 'O (o bD N QJ ( aJ - f2 4 $ .N aJ m S 0- -C t O -aa a bA a @ 4 S c v = -0 M '4J - {= O aJ c aJ � ?; U O_ \ v1 (13 O -0 4 (o E O E o @ 41 m o aJ Q i E �w o @ + _^ E v 41 � a° i U w Lo � f aJ bO +O+ C O ,E fla c° C a ci 0- •L -a [c L L to f aiv;E X `0 O a) o CO U a &- U O - c C N 0 (a to L O aj ++ v +� •a _ E 0 OQ C W N 0 o -_ C Ln aJ c o �@ � , t C o s i s i 41 ) m T, % 4 �) N +� ru aJ m m Q c �2 ro O C O G .� a E 0 w all U tJ 1 , E fz o u — .a O oz4-v " bD N o c aJ O z $ (n 0 ^ a co N -a L O ai C a o 'ha p O E c a Q o m (U m l \ fu U f6 aJ (o E O E o @ 41 40 Q. O m —. a j 0 � � o a coo= L 1 aJ �: O O ( N @ '7 C a ao J O 4r, "$ p ° to f2 O C L cu C) 41 co a) o CO U a &- O a - c C N 0 (a to (6 4 C W N 0 o m 'N= O o �@ � , t C o a) .L r- a aj E ca �, OJ N vi E `0 co � U X O O �\ (o -c of i' aJ \�\ aJ 4- N ti \ U W � o M Q v c f2 — a 0 0 bo E Q 'ZS Y (OO R ca cu z ' eQ c 'a o E 0- s- c L co o a c c M Ln .wviE`° tLo X c C N v v 4) \ o L 0� v -a -a 1 m a w Q, -� C N iii E c o o \a L 'hf) T, % 4 �) N lWl v^ c EO a. w �W lam- l V U 0 o +� ru aJ m m Q c b0 ro O C O G .� a E 0 w o •E 3 L U tJ 1 , E fz o u — .a O oz4-v " bD N o c aJ O z $ (n 0 ^ a co N -a L O ai C a o 'ha p O E c a Q o m (U m l \ fu U f6 aJ (o E O E o @ 41 lWl v^ c EO a. w �W lam- l V U 0 o +� ru aJ m m Q c o Q ro O C O G .� a E 4 w o •E 3 L 1 , E fz o u — .a O oz4-v " bD N o c aJ O C L Ln >- - (n 0 ^ a co N -a L O ai C a o 'ha p O E c a aJ ' ro = o m (U m \ fu U f6 aJ (o E O E o @ 41 40 Q. O m —. a j 0 � � o a coo= L 1 aJ �: O O ( N @ '7 C a ao J O 4r, "$ p ° to f2 O C L cu C) 41 co a) o CO U a &- O a - c C N 0 (a to (6 4 C W N 0 o m 'N= O o �@ � , t C o a) .L r- a aj E ca �, OJ N vi E `0 co � U X O O �\ (o -c of i' aJ \�\ aJ 4- N c L v .r_ \ U W � o M Q v c f2 — a 0 0 bo E Q 'ZS Y (OO R ca cu z L \\ + CL aJ cu L U -a Q N N 41 n o Q U N C O G + v o � U N C O G 4 w a o rz l o o c aJ O +; U p O E c a aJ ' ro = O L Q -0 O L O ° z v �; to nn 40 Q. O m —. N a to 0 N @ aJ O @ O -O 4.1 O w 'E O cu C) 41 co Co m -a aJ E o 0- i (a to c +� C (U C 'N= O aii c "O U CL 0 cu Ln 41 -a 'Eb - O 'O O m O L°� o �, Y. w o `^ fa +J N U W � o M Q .0 v _^ aJ to a ' eQ c 'a o E 0- s- c L co o a c c M Ln .wviE`° tLo X c C N U O O aJ i- aJ 4) \ � L 0� v x uo -� C iii E c o o \a L 'hf) E v 0 p `o J o 3: m Co z .� Q r C"J E W �z U � U N C O G 4 w �z U +� v o .. o 41 C� 1 D m N m C o°C cLO v O n . C ( / 1 CL a O E C c a u >1 (a � E i o ❑. _ Q o L O Z yo N V) dA Q O > Y — cD L6 N -O O Q C/ N cep a1 7 (D E m a) ° E o a c Y o°n v wo — f° 4 C a) O f0 C N aCL o •°- ° v Q- o O' v O O G m o v CL ° _ E , o ; ca Q E v 0 '� :3 o 00 LL (tea 0 @ (III o m o cYa•Cto E 3 a C a L N L aj (II N E as C �. X `0 E v O _ ° a) r- ' 4' 6 v 4� — ca C a L VI a a m E ° r Q. to = c a o Q O 'tz( O a Y m Q m El a, c 0 t m L v z a a O CL L La1 4 un c � C- L a a Qj u .. o C (V C� 1 O y O E O ( / 1 r- w O 0 O v uiil y n i % Q C/ E L co o J O (c> v a o. O a1 O E a, m Z� a Q Q ® r� �7 a a) m C O i d w V C dl \/ cii �J 1 �Q)z t $ °Q O ca cv ate° cLv v O O E c a O E E N — A v u E a O L O o z 4- QO O _ a O N B (a i- 4- N Q. C .a +"C•+ O •W E w w m Co ns a a) E O Q C - bn - Co +.• o aj o a cu a 0 + O U O 'n '6 ca O O O a W o a U a) O O ..O O. vI O N E co L U r W cep O n a) hU i 431 O .— W C ai O i C a L c9 ) C �i U X p .� = ~ tA i aj L 4� a, O a CL a o O CL t: -a 0 CLo�� 0- =5 o Q ,E E a o E E o E a O L O oz 04- CL o n m N a c4 +1 aJ O C a � o 'nn E +- > m > ca o 0 E o ° @ 1 a y o �a'd CL O O O a N O U O m O Q u� i bn UA @ O O @ �W ?j Q % r a a� vi E �xa U X 0 C @ -0 E C \ Q = C a O tn �. LB Qj cOa � a t ra C O O L a Ln m W O C C, (9 b.0 E I a v N 0 Q 0 L O \V 1 a1 E (6 \ o U O ai o a o. a) ° 0 E �m z I. V° a m ,)� O Q a) O 0 E ?j O m m _ z 0 v VI D- aJ — C (V C� 1 U ^' O E cu r- w m n Ul Ln �Q)z t $ °Q O ca cv ate° cLv v O O E c a O E E N — A v u E a O L O o z 4- QO O _ a O N B (a i- 4- N Q. C .a +"C•+ O •W E w w m Co ns a a) E O Q C - bn - Co +.• o aj o a cu a 0 + O U O 'n '6 ca O O O a W o a U a) O O ..O O. vI O N E co L U r W cep O n a) hU i 431 O .— W C ai O i C a L c9 ) C �i U X p .� = ~ tA i aj L 4� a, O a CL a o O CL t: -a 0 CLo�� 0- =5 o Q ,E E a o E E o E a O L O oz 04- CL o n m N a c4 +1 aJ O C a � o 'nn E +- > m > ca o 0 E o ° @ 1 a y o �a'd CL O O O a N O U O m O Q u� i bn UA @ O O @ �W ?j Q % r a a� vi E �xa U X 0 C @ -0 E C \ Q = C a O tn �. LB Qj cOa � a t ra C O O L a Ln m W O C C, (9 b.0 E I a v N 0 Q 0 L O \V 1 a1 E (6 \ o U O ai o a o. a) ° 0 E �m z I. V° a m ,)� O Q a) O 0 E ?j O m m _ z 0 v VI 0I Ul Ln � QJ ca u N WX 1� U w � v to_ C (V C� 1 E "O -I-- w a Ul 0I Ul Ln � QJ ca u N WX 1� U w to_ C (V C� 1 E "O -I-- w a Ul 0I Ul Ln � QJ ca u N WX 1� U w C� 1 1 0I Ul Ln � QJ ca u N WX 1� U w 41 ai O C f0 W C v O 4C " O co N m r Q. OG raa v O O O O O h C E •U _ Q � oL i a) T E O O- t D O L O 0 Z O v� pia a o >- N O O LO O L Z m \ 4- (u Q O m Y C O bA C O + > 00 -p C — E p O_ w � p +1 C 7 a t0 a) O a) C — h 7 O a O V) O C O U CL a — O OL D O a) O u Q O O- O L O -0 N m Q Q E obo.^ o v,) . E a) w O O W m LO @ 0 da � C L) < •L ai E 3 a c v 'D O+ p UU U A O n v vi U X —0 bC.O ap) O =_ G N 0 s ~' V) '- v ) }. L 4 0 +-� s 'p co N a) O C L @ U W O E C 0 Q t6 = C -p Q. 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U O 2 Al m O CL O fl. ..O E co O C L U W O _U 41 v O N C N W O � 7 O E vvi � p O "O ct O °1 v vi E C v U X - O p O O ,L 0 aj 4- t9 •- - O -0 L V Vl p @ { v) '% N 2i O /\ 4� O LU l v = +23 E Q) M ` z a U Q. ai N •co C t w o N C O +� \1j v1 O L a U F—I l �A fl.. ai N i 0 W U 4 C O +� O co N ao o O O - V C E ; a O L T E 0 Q O L O O z 4-- U V) bD N Y N O V C C O M o E o _U 41 v O N C 'p � 7 O -a vvi � p O "O ct O - � • OL O <� O O c, o Q — -O R � Vl p @ { E Lt+� N O /\ 4� O LU l v = +23 N O m •� bA c O 3 Q) = v E �11aa L Ln M c w vi E ao 3: U X 8 F L co J O p a 4% 'L m "O - ' N O Y W E tip "O L V! E r_ O a m a c\ O = C -O p 7 O •an V) m � 3: o z \1j v1 O L a U F—I l �A fl.. ai N i 0 W U 4 l ® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD /YYYY) 11/24/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Meyers- Reynolds & Associates Inc. 1230 N. Robinson Ave Oklahoma City, OK 73103 CONTACT Jean Brill NAME: AICONN Ext: (405)235 -6633 FAAIC No: (405) 235 -6634 AD DRESS :i.brill @meyersreynolds.com CUSTOMER D 00003763 INSURER(S) AFFORDING COVERAGE NAIC # INSURED Chesapeake Operating, Inc. P.O. Box 18496 Oklahoma City, OK 73154 -0496 INSURER A.0 010 Insurance Co. 39993 INSURER B.Liberty Mutual Insurance 23043 INSURERC AEGIS $ 2,000,000 INSURER D.Und @ Llo d's o£ London $ INSURERE:Chartis Specialty Insurance 26883 INSURER F $ f =M'r1M1f1A -r=Ki" c2cm -1n srr_T. MTT in-yc FmpnT.T. RF\ /ICIr)MMIIMRFR• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AL DD INSR I SUBR WVD POLICYNUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F—I OCCUR X Excess of Self Insured X X nRG460514 7/1/2010 7/1/2011 EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL BADVINJURY $ $1,000,000 GENERAL AGGREGATE $ GE 'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-- LOC PRODUCTS - COMP /OP AGG $ $ B A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Excess of $1,000,000 X X X X S1- 691- 522861 -030 6460514 /1/2010 7/1/2010 7/1/2011 7/1/2011 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ Medical payments $ 10,000 X PIP -Basic $ C UMBRELLALIAB EXCESS LIAB X OCCUR CLAIMS -MADE X X X0630AlAlO /1/2010 7/1/2011 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10, 000, 000 DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE� OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If es, describe under DESCRIPTION OF OPERATIONS below NIA X SELF INSURED IN OKLAHOMA Al -69D- 522861 -060 (ALL OTHER STATES ) 7/1/2010 /1/2011 X I WCSTATU- OTH- TOR LIMITS ER E.L. EACH ACCIDENT $ 1 000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 D Control of Well 05764 /1/2010 7/1/2011 CSL $5,000,000 CCC Sub Limit $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) (E) POLLUTION LIABILITY: Policy #PLC2420683 Effective Dates: 7/1/2010 to 7/1/2011 Limits: $5,000,000 Each Incident / $5,000,000 Aggregate. The City of Kennedale, TX k,AI4Ur_LL_A I IUIV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Bush /MALADY 71" ja , < * %tl ACORD 25 (2009109) U 19BS -ZUU9 AL:UKU L;UKFUKA I IUN. All rlgnis reserves. INS025 (200909) The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/01) INS025 (200901) LICENSE OR PERMIT BOND LICENSE OR PERMIT BOND KNOW ALL BY THESE PRESENTS, That we, Chesapeake Operating, Inc. as Principal, and the Safeco Insurance Compan as Surety, are held and firmly bound unto City of Bond 6524280 of America , a Washings ,ennedale, 405 Municipal Dr., Kennedale, TX 76060 in the sum of One Hundred Thousand Dollars And Zero Cents Safeco Insurance Companies PO Box 34526 Seattle, WA 98124 -1526 corporation, , as Dollars ($ 100,000.0 for which sum, well and truly to be paid, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and sealed this 26th day of November , 2007 THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has been or is about to be granted a license or permit to do business as oil and gas well drilling, operation, plugging and road damage by the Obligee. NOW, Therefore, if the Principal well and truly comply with applicable local ordinances, and conduct business in conformity therewith, then this obligation to be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER; 1. This bond shall continue in force: ❑ Until executed by the Surety , or until the date of expiration of any Continuation Certificate I OR ❑ Until canceled as herein provided. 2 This bond may be canceled by the Surety by the sending of notice in writing to the Obligee, stating when, not less than thirty days thereafter, liability hereunder shall terminate as to subsequent acts or omissions of the Principal. ........... O 00\\`\`\\\ SEAL l 1953 cat Of NASM�'�'`/ S- 0908 /SA 10/99 Chesapeake Operating, Inc. P 'ncipal *Jf r rigsby Sr. Vic res de t Safeco Insurance Company of America By �Thornbrugh Attorney -in -Fact Safeco and the Safeco logo are registered trademarks of Safeco Corporation xl7P Safeco Insurance Company of America General Insurance Company of America POWER Safeco Plaza OF ATTORNEY Seattle, WA 98185 No. 13336 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint * *JEAN A. BRILL; SOPHIA J, PAPARONIS; Oklahoma City, Oklahoma; MELANIE BLACK; MARK BUSH; LINDA THORNBRUGH; Tulsa, Oklahoma its true and lawful attorneys) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 23rd day of August 1 2007 STEPHANIE DALEY•WATSON SECRETARY TIM MIKOLAJEWSKI, SENIOR VICE-PRESIDENT, SURETY T CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley- Watson Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation ' �f �, Nt rm.bey WZ vf CON this � i 0 /' ' day of r CORPORATE SEAL W SEAL y x � STEPHANIE DALEY- WATSON, SECRETARY Safeco® and the Safeco logo are registered trademarks of Safeco Corporation. S- 0974IDS 4105 WEB PDF Date: Staff Report to the members of the Board of Adjustment April 1, 2011 Agenda Item No: VII Subject: Minutes Originated by: Rachel Roberts, Planner We do not yet have the minutes drafted from the February meeting, but we will have them to you at the April 5meeting for your consideration and review at the following meeting. If possible, we will send the draft minutes to you prior to the April 5 meeting. Date: Staff Report to the members of the Board of Adjustment April 1, 2011 Agenda Item No: VIII Subject: Update on city projects Originated by: Rachel Roberts, Planner At the upcoming meeting, staff will provide an update on recent city projects. BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: ZIP PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. 0,,DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING -FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: �' SIGNATURE: 'i - -'i" �' DATE:_ S t s� va. BOA CASE # 11,0f' D, C/-// �/ /�o I � SPECIAL EXCEPTION TO ALLOW GAS WELL DRILL G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11-0 _to consider and receive comments on a request for a S eeial-T_Nception to City Code Section 17- 6 (c) requested by Chesapeake Operati_r g., f c., to allow gas well drilling and production as clo�fl0 =to hhabitable stru turd other protected use and to allow gas well drilling and production at a site �►viifika� 00' of the property line of the property on which drilling is proposed, for gas drill�lh'ggpermits rem qi estad- oar property located on Bolen Road, Kennedale, more partieuii y described as Lots 1 -3, Block A-6ao.:,geC se Addition, Tarrant County. - 1. NAME: � , �`•, G ' s �'__ & I J�'tl ADDRESS: Art t,1r -' .roA/ ZIP 6 0 I PHONE NUMBER: ' 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING EPOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: EKMYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS SIGNATURE: `' °' F u. DATE•,, BOA CASE # 11,01' D= C//�/' lao l( SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11.0 _to consider and receive comments on a request for a S eeiarexception to City Code Section'-17-Q66 _(c) requested by Chesapeake Operating.; l c., to allow gas well drilling and production as close a fl04o -a habitable stru turd other protected use and to allow gas well drilling and production at a site�vit ` 00' of the property line of the property on which drilling is proposed, for gas drib permits r�egies# - oar property located on Bolen Road, Kennedale, more ieul r y described as Lots 1 -3, Block A�-6eoZe Case Addition, Tarrant County. -- 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. $DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD -( IKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING XFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIG BOA CASE # 11,0f' a— `/ -/V/ /�c 1( SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11-0419 consider and receive comments on a request for a Aeeiarrxception to City Code Section'17- 6(c)_ requested by Chesapeake Operati g., Fes., to allow gas well drilling and production as close as 3- 004o- aha_bitable stru ter or other protected use and to allow gas well drilling and production at a site -vi - ' 00' of the property line of the property on which drilling is proposed, for gas dFillhnigpermits reed oar property located on Bolen Road, Kennedale, more partieaa�rly described as Lots 1 -3, Block A�-6eorgeC se Addition, Tarrant County. 1. NAME: 6avoun � 00N, Ouvl ter.• �c� Fk ADDRESS: PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING A FOR 0 AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: M MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: a „ VA, 5. THE H2 BUSINESS ADDRESS IS: a DATE: SIGNATURE: �e= BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: C_Q t\ a) �5 r U G C ADDRESS: 12 1 U2 COCA'tn' y goo A' ,&,S nor ,v-'zIP 7�5��6 y PHONE NUMBER: �Q3-S-60-11_56 2. I HEREBY ISH TO ADDRESS THE COMMISSION. e `WDO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERINGN FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES X GROUPS: GC 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE: BOA CASE # 11,0f' a- C// (/' /a (< SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -04 -to consider and receive comments on a request for a SAeeiarrxception to City Code Section`1:7-42.6 (mac) requested by Chesapeake Operating,- fr-c., to allow gas well drilling and production as close as-3fl0 =to habitable stru ture-`6r other protected use and to allow gas well drilling and production at a site . ' 00' of the property line of the property on which drilling is proposed, for gas drib permits r tested- oar property located on Bolen Road, Kennedale, more partietT;i`rly described as Lots 1 -3, Block A�-6sorge Case Addition, Tarrant County. n' 1. NAME: ADDRESS:�� i�)L r l � i ZIP `S PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD 1111(E TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING�FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: MYSELF El THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES 4 GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE. BOA CASE # 11,0-f' ), C/-/ c/' /�a l( SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 fr1 _to consider and receive comments on a request for a SPeeial- ENception to City Code Sectio6`17 6 (_c) requested by Chesapeake Operati g,- Eric., to allow gas well drilling and production as close s i3fl0 =tam habitable stru tur or other protected use and to allow gas well drilling and production at a site�vi.. ' 00' of the property line of the property on which drilling is proposed, for gas dr'tll� permits req e-stsc o2r property located on Bolen Road, Kennedale, more partieut i y described as Lots 1 -3, Block A—,6eo.:,geC se Addition, Tarrant County. 1. NAME: S\naon&\ Ca- p yes ADDRESS: J� �r �►' 1 U �� ZIP t� X33 PHONE NUMBER: j _ — I w 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ' �R, DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING Z�FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: q, MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE: t V`? BOA CASE # 11-02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN-IN FORM BOA 11-02 to consider and receive comments on a request for a Special Exception to City Code Section 17-426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1-3, Block A, George Case Addition, Tarrant County. 1. NAME: C ADDRESS: \k t A ZIP PHONE NUMBER: 2. 1 HEREBY ❑ WISH TO ADDRESS THE COMMISSION. [],,,,DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD 61kE TO REGISTER THE FOLLOWING OPINION. 3. 1 AM REGISTERING OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: VWSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: J SIGNATURE: DAT E: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: `V., MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: `' DATE: BOA CASE # 11,0f' a— ��/ /�o !( SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 fr1-_to consider and receive comments on a request fora Speeial-Nception to City Code Section_17-426 (c) requested by Chesapeake Operating; -H�., to allow gas well drilling and production as close a9-S-0G!4o habitable stru tore or other protected use and to allow gas well drilling and production at a site ' - ' 00' of the property line of the property on which drilling is proposed, for gas drill ng permitsrested or property located on Bolen Road, Kennedale, more partieularly described as Lots 1 -3, Block eo ge Case Addition, Tarrant County. �- 1. NAME: f rF ✓ f, J' Y.. ADDRESS:!./ PHONE NUMBER:' id 2. I HEREB WISH TO ADDRESS THE COMMISSION. ADO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD IKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ❑ FOR XGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES `GROUPS: 5. THEIR BUSINESS ADDRESS IS: DATE: SIGNATURE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: PHONE NUMBER: .DAV /D l-fu�N 1LC('-1'jL '01tZL- ZIP S /74/0l' &2'(d 76060 2. I HEREBY XWISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ❑ FOR O<AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: k MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: �� / b�/ _<_ DATE: S� /V/L 20 (/ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: 7? 2_1? G U61-- A /0 ZIP% PHONE NUMBER: g q 7_ D S 2. I HEREBY IJ WISH TO ADDRESS THE COMMISSION. O NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ZFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING I REPRESENT: 07 MYSELF 42 /THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE: `/ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: . AVO) lWall-Z(" ADDRESS: / . J b6 ltl)�?)J o ,x 1/Q P C_( 10 zip 7 6 6 � PHONE NUMBER: )_ f "/ Z 2. I HEREBY WISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING VFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE:_ BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and, production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: O Lx= (� V ADDRESS: t31 V0Lk)1q u. �pYi�S �4_ Q w►e6p zrn `7 PHONE NUMBER: O1 -2 O el '� 3 '2-- 2. I HEREBY X WISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING VFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: k' MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: %'� / DATE: q- C 'r-' A 0 / BOA CASE #1&W SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 10 -09 to consider and receive comments on a request for a Special Exception to the City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow oil and gas well drilling and production for two gas wells to be located at approximately 205 N. Joplin Rd and 1257 Swiney Hiett Rd, Swiney Subdivision Lot 3, Swiney Subdivision Lot 4 Less SW Corner, and Ben Jopling Survey A- 866 Tract 3B, recently replatted as Bowerman Addition, Block A, Lot 1 in the City of Kennedale, Tarrant County, Texas. PHONE NUMBER: 2. I HEREBY M41SH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING It iOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: _ DATE:_ / f BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: P ADDRESS: /�� 6W" ZIT PHONE NUMBER: �3J 7 -# - � ti R/ 2 - q03 2. I HEREBY ISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ,,FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: F, SIGNATURE: DATE: BOA CASE # 11,0f' ), C/-/ c/' lao !< SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 �_to consider and receive comments on a request for a S eeiarrxception to City Code Section_`17- 6 (c) requested by Chesapeake Operati , [ Z., to allow gas well drilling and production as clo�fl8 =ta habitable stru tur or other protected use and to allow gas well drilling and production at as sit-a 00' of the property line of the property on which drilling is proposed, for gas driteng�permits regTe�sted oar property located on Bolen Road, Kennedale, more partieularly described as Lots 1 -3, Block A-Gea.:,geCse Addition, Tarrant County. 2. I HEREBY PWISH TO ADDRESS THE COMMISSION. ' ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: X MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: w - `` DATE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: f zw 6� 0 J PHONE NUMBER: F17 'Y66 --86-10 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ®"FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: f5' MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE: BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: 6— k-- ADDRESS: C L �.G'. --�V 6 �� PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ❑'-166 NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING UJL Oli ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: SELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE:_°° BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: ZIP PHONE NUMBER: aI -� 5V� -- 5 j t,> ( 2. I HEREBY ❑ /WISH TO ADDRESS THE COMMISSION. U40 NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ®'FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: VMYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: 10 SIGNATURE:, 0, DATE: 4 ®S BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: -� ADDRESS:; jck ZIP €( PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING IKIFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: VWSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: l ,ry DATE: f t SIGNATURE: �°°-. _ � >� t� ,2 I 7 11 BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 1`7 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production ,for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. FA1---bO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING M-- OR ❑ AGAINST THE SPECIAL EXCEPTIOIN ;r> 4. IN REGISTERING, I REPRESENT: I MYSELF CA-'_TJ"HE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: p . SIGNATURE• � _..�"� �- .� �� ' DATE: -� ` 1. NAME: ADDRESS: a fi, p} qe PHONE NUMBER: r 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. FA1---bO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING M-- OR ❑ AGAINST THE SPECIAL EXCEPTIOIN ;r> 4. IN REGISTERING, I REPRESENT: I MYSELF CA-'_TJ"HE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: p . SIGNATURE• � _..�"� �- .� �� ' DATE: -� ` BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. $Y DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERINGV FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS SIGNATURE: / DATE:_ /� 7- - 0 t BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. O NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD IKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING YFOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: MYSELF El THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: 1 DATE: / I f BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: PHONE NUMBER: ZIP l / �� 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ` 'DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: 'MYSELF 11 THE FOLLOWING PERSONS, O G FIRMS, CORPORATIONS, CLASSES ROUPS: 5. THEIR BUSINESS ADDRESS IS: SIG BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: h 0 w La- k/ D''7 , P f:, J-2 n. &/z ADDRESS: � 2 z' ( ,� +� P/4 ��n�cLhl� t-� ZIP 2 (' , �'g PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. P--'DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING A FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: DATE: 14 z f 1< BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: 4— t A, ADDRESS: ZIP PHONE NUMBER: 7 F 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. O NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING �rR ❑ AGAINST THE SPECIAL EXCEPTIOIN 1A,/ ' . V 7k+ (L,-- �,Aq Ov t .r. 4. IN REGISTERING, I REPRESENT: SELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES { R'GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNAT :, - _ DATE:-r BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at -property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: ADDRESS: PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ADO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING L5>FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: BOA CASE # 11,0f' D, ( / /c� /�6 l� SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -@4_to consider and receive comments on a request for a S eeial-1�ception to City Code Section`1- 6 (c) requested by Chesapeake Operatir g,-t c., to allow gas well drilling and production as close a fl04o habitable stru turd other protected use and to allow gas well drilling and production at a site 00' of the property line of the property on which drilling is proposed, for gas drill permits reed -for property located on Bolen Road, Kennedale, more ieu arly described as Lots 1 -3, Block R-6eoxgeC se Addition, Tarrant County. 1. NAME: ADDRESS: ZIP a � � PHONE NUMBER:, 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING ❑ I+ iC ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: j , F .. DATE: ° ' -A �� BOA CASE # 11,0f' ), C/-/ V, ko 1 � SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLIVG7--� CITY OF KENNEDALE PUBLIC HEARING SIGN-IN FORM BOA 11-04-to consider and receive comments on a request for a Speeiar-l!xception to City Code Sectio�n'17-42q__(c) requested by Chesapeake 0peraj!Qg,,ln'c-, to allow gas well drilling and production as close`—as-3-8G!-to_a_habitable strLApturer-o-r other protected use and to allow gas well drilling and production at a sit-e-VWthm-::560' of the property line of the property on which drilling is proposed, for gas drilli-n-g-�ermits—r—e-q-Lmse-JLQr property located on Bolen Road, Kennedale, more partie4a�rly described as Lots 1-3, Block A; Gaoj:ge Case Addition, Tarrant County. 1. NAME: ADDRESS: ft Al ZIP PHONE NUMBER: I otN_ 2. 1 HEREBY ❑ WISH TO ADDRESS THE COMMISSION. NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. 1 AM REGISTERING OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENTa-TWYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE: e-11AV �.Xll i DATE: V BOA CASE # 11,0-f' D, C/-,/ (/ /�o <( SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLI G CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11-0419 consider and receive comments on a request for a SReeial'F_Nception to City Code Section -17- 6 (c) requested by Chesapeake Operating;- frfc., to allow gas well drilling and production as clo�fl0 =to_ habitable stru ture r other protected use and to allow gas well drilling and production at a site? -Wi ' 00' of the property line of the property on which drilling is proposed, for gasdritl� permits rr_egZL es#ed or property located on Bolen Road, Kennedale, more partieularly described as Lots 1 -3, Block eotgeeCCase Addition, Tarrant County. 1. NAME: ADDRESS: P Z i .� l .. � ,.�,'�'1�'1�' (;�.t;•i,.� IP } ✓ /f{ �) PHONE NUMBER: 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING '0'FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN g�rr Sj 1 ti` �F � i u 4. IN REGISTERING, I REPRESENT: 1p R MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES GROUPS: 5. THEIR BUSINESS ADDRESS IS: a e SIGNATURE. P �e;,t_ r' DATE:, BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING)<FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: XMYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNATURE• ?' DATE•' BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: &0^40 A- A � l e ADDRESS: loo � 1--a -z r� �,� ® ✓�- zIP G lU Z PHONE NUMBER: V :�' '5b Z'- X00 6 2. I HEREBY ❑ WISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. ,� / 3. I AM REGISTERING I OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF )�THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS. C�ts�,� 5. THEIR BUSINESS ADDRESS IS: J ��✓ U VA'_ SIG c� BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: . o"""sq ADDRESS: ZIP 3 PHONE NUMBER: 2. I HEREBY WISH TO ADDRESS THE COMMISSION. DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING *R ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIGNAT DATE: ""4% BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME:a ADDRESS:.' ZIPS PHONE NUMBER: 2. I HEREBY VWISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING FOR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF ❑ THE FOLLOWING PERSONS, FIRMS, CORPORATIONS, CLASSES OR GROUPS: 5. THEIR BUSINESS ADDRESS IS: SIG 10. BOA CASE # 11 -02 SPECIAL EXCEPTION TO ALLOW GAS WELL DRILLING CITY OF KENNEDALE PUBLIC HEARING SIGN -IN FORM BOA 11 -02 to consider and receive comments on a request for a Special Exception to City Code Section 17 -426 (c) requested by Chesapeake Operating, Inc., to allow gas well drilling and production for wells to be located at property on Bolen Road, Kennedale, more particularly described as Lots 1 -3, Block A, George Case Addition, Tarrant County. 1. NAME: 1 AA)0 � y cam' v1 P ADDRESS. 6 /TO d (je (f ZIP PHONE NUMBER: 2. I HEREBY fJ"WISH TO ADDRESS THE COMMISSION. ❑ DO NOT WISH TO ADDRESS THE COMMISSION, BUT I WOULD LIKE TO REGISTER THE FOLLOWING OPINION. 3. I AM REGISTERING O�OR ❑ AGAINST THE SPECIAL EXCEPTIOIN 4. IN REGISTERING, I REPRESENT: ❑ MYSELF FIRMS, CORPORATIONS, CLASSES OR GROUPS: e"V f 5. THEIR BUSINESS ADDRESS IS: 11 THE FOLLOWING PERSONS, SIGNATURE: ,� ., DATE: 0