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SU2009-02
LA- 2 VIN T E A S CITY OF GRAPEVINE VIP SPECIAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Name of applicant/agent:/company/contact Martin J. Johnson Street address of applicant/ agent 100 Energy Way City / State / Zip Code of applicant / agent: Fort Worth, Texas 76102 Telephone number of applicant/ agent: Fax number of applicant / agent.- gent:817-505-5621 817-505-5621 817-945-5202 Email address of applicant/ agent Mobile phone number of applicant / agent martin.johnson chk.com Applicant's interest in subject property: Drilling and Production of Natural Gas PART 2. PROPERTY INFORMATION Street address of subiect orooe f- ®fr Legal description of subject property (metes & bounds must be described on 8 112"x 11"sheet) Lot 4 Block 3 Addition Stone Myers Business Park begin a portion of the Catharine Clanton Survey, A 354 Size of subject property 4.20 Acres 182,801 Square footage Present zoning classification:osed Prop use of the property: BP SUP for Gas Drilling and Production Minimum / maximum district size for special use request: 4.20 acres Zoning ordinance provision requiring a special use: 3 Chapter 12 Article VII- Gas Drilling and Production PART 3. PROPERTY OWNER INFORMATION Name of current property owner: Mary Stone Myers, Independent Executrix of the Estate of A.C. Stone, Deceased, Kippy Lee Myers, individually and as Successor Independent Executor of the Estate of Audrey L. Stone, Deceased and Bobby Don Myers, individual) Street address of property owner. 2551 Stone Myers Parkway City/ State /Zip Code of property owner.- wner:Grapevine, Grapevine,TX 76051 Telephone number of property owner. Fax number of property owner.- wner:817-481-3516 � Ley � 817-481-3516 b i , — 4 ) ._ V 2 ❑ Submit a letter describing the proposed special use and note the request on the site plan document ❑ In the same letter, describe or show on the site plan, and special requirements or conditions imposed upon the particular special use by applicable district regulations (example: buffer yards, distance between users) ❑ In the same letter, describe whether the proposed special use will, or will not cause substantial harm to the value, use, or enjoyment of other property in the neighborhood. Also, describe how the proposed special use will add to the value, use or enjoyment of other property in the neighborhood. ❑ Application of site plan approval (Section 47, see attached Form `B'). ❑ The site plan submission shall meet the requirements of Section 47, Site Plan Requirements. ❑ All conditional use and special use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. ❑ Any changes to a site plan (no matter how minor or major) approved with a conditional use or special use permit can only be approved by city council through the public hearing process. ❑ I have read and understand all the requirements as set forth by the application for conditional use or special use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE SPECIAL USE REQUEST AND PLACE A SPECIAL USE REQUEST SIGN ON THE SUBJECT PROPERTY Martin J. Johnson PrintApplicant's Name: The State Of County Of Before Me on this day personally appeared e _? (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of t t_ A. D. LAURA E BINKLEY Notary Public STATE OF TEXAS 'iqo-lbry In And For Mary Stone Myers, //;� - QM e Independent Executrix of the Estate of A.C. Stone, et al Print Property Owners Name: Property Ow is Signature: -� Mary Stone Myers The State Of County Of ,L.. j,n Before Me , I) ® e /10 / � /BGG on this day personally appeared !Wa45 -&y P (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this _�v �.aay of e a49-1 I -, A.D. Q00 p`0 No ry In And For State bf Tex ROSE MARY KENDRICK MY COMMiss' �Q! June 5, 2012 VIDE X a s CITY OF GRAPEVINE 01 SITE PLAN APPLICATION Form "B" PART 1. APPLICANT INFORMATION Name of applicant/ agent: Martin J. Johnson Street address of applicant/ agent: 100 Energy Way City / State / Zip Code of applicant / agent: Fort Worth, Texas 76102 Telephone number of applicant/ agent: Fax number of applicant / agent: 817-502-5621 817-945-5202 Email address of applicant/ agent Mobile phone number of applicant / agent martin.johnson chk.com Applicant's interest in subject property: PART 2. PROPERTY INFORMATION Street address of subject property Legal description of subject property (metes & bounds must be described on 8 1/2" x 11"sheet) Lot Block Addition Size of subject property Acres S uare footage Present zoning classification: Proposed use of the property. Give a general description of the proposed use or uses for the proposed development: Zoning ordinance provision requiring a special use: PART 3. PROPERTY OWNER INFORMATION Name of current property, owner. Mary Stone Myers, Independent Executrix of the Estate of A.C. Stone, Deceased, Kippy Lee Myers, individually and as Successor Independent Executor of the Estate of Audrey L. Stone, Deceased and Bobby Don Myers, individual) Street address of property owner.- wner.2551 2551Stone Myers Parkway City / State / Zip Code of property owner. - Grapevine, Texas 76051 Telephone number of property owner. Fax number of property owner.- wner.817-481-3516 817-481-3516 ❑ Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements, roadways, rail lines, and public rights -of way crossing and adjacent to the tract (1 blueline copy) ❑ If a master development plan is required, attach a statement showing the proposed use substantially conforms to the master development plan. ❑ Submit a site plan showing all information required by Section 47.E., Site Plan review requirements (see attached requirements). ❑ Provide all required information demonstrating compliance with all conditions imposed on any conditional use, site plan zoning, or special use zoning. ❑ All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use, can only be approved by city council through the public hearing process. PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN Martin J. Johnson Print Applicant's Name: The State Of Tt County Of . Before Me LLi 1, ` t. i on this day personally appeareda _ ' (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this 21 day of \IXWIAJ A.D. . Y p&sn LAURA E SINKLEY N{ Notary Public STATE OF TEXAS Notary in And For State Of Texas 9lfiOF��� My Comm, Exp. Jun 04, 2011 Mary Stone Myers, Independent Executrix of the Estate of A.C. Stone'' tyz e Print Property Owners Name Property Owns Signature --7--Mary A.4-5 Stone Myers �� The State Of �F'' X County Of a AFLO&L 12 j, Before MeI. ®'..S Q A! on this day personally appeared ✓J6%� {% �7 fiI? _' J�/ I ✓� (notary) (property owner known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this � day of , A. D. =42 DD Or N ary In And For Sta Of Te s ROSE MARY KENDRICK _�.E+�"a June 5, 2012 ACKNOWLEDGEMENT All Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how minor or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of four months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. If after said period of four months an application has not been scheduled before the Commission and Council said application shall be considered withdrawn, with forfeiture of all filing fees. The application, along with the required filing fee may be resubmitted any time thereafter for reconsideration. Delays in scheduling applications before the Planning and Zoning Commission and City Council created by city staff shall not be considered a part of the four month period. I have read and understand all of the requirements as set forth by the application for conditional use or special use permit and,_.aclF dge that all requirements of this application have been met at the time of suttal. Signature of Applicant --� Date: aR A . 2"g, Signature of Owner Date: 2 ILLUMINATION PLAN An illumination plan to include a site photometric (including illuminated signs) and all fixture details shall be submitted as part of the site plan review process. Applications will not be accepted without this requirement. I hereby acknowledge that an illumination plan has been included as a part of this submittal. Applicant Signature A \ Date: vc Property Owner Signature Date: r � 7 PLATTING VERIFICATION This verification statement must be signed prior To the submittal of this special use application It has been determined that the property described below does require platting or replatting and the applicant has been instructed on this procedure. It has been determined that the property described below is currently platted or does not require platting or replatting at this time. Address of subject property Legal description of subject property Public Works Department Date This form must be signed by the public works department and submitted along with a completed application to the planning and zoning department E:? Lx=11 A PROPERTY OF A.C. STONE ESTATE Page 1 of 3 JAMES CATE SURVEY, ABSTRACT NO. 314 December 16, 2008 CATHARINE CLANTON SURVEY, ABSTRACT O. 354 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 30' IDE ACCESS ROAD BEING 0.60 acres land, more or less, situated in the James Cate Survey, Abstract Number 314 and the Catharine Clanton Survey, Abstract Number 354, in the City of Grapevine, Tarrant County, Texas, and being part of those certain tracts of land as described in deeds to A.C. Stone as recorded in Volume 2009, Page 23 and Volume 2029, Page 374 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes and bounds as follows; COMMENCING at a found five-eighths inch steel rebar with Survcon, Inc. yellow cap (controlling monument-NAD83 grid northing 7,017,515.17 and easting 2,400,205.08) for the northerly corner of said A.C. Stone Estate tract and the northeasterly corner of that certain tract of land as described in deed to City of Grapevine as recorded in Instrument No. D205288779 of said Deed Records and the westerly corner of that certain tract of land as described in deed to City of Fort Worth as recorded in Volume 5680, Page 345 of said Deed Records, from said beginning point a found five-eighths inch steel rebar with Survcon, Inc. yellow cap (controlling monument) bears N 45' 06' 53" W, a distance of 18.75 feet for the northwesterly corner of said City of Grapevine tract; THENCE, S 460 00' 10" E, along the southwesterly line of said City of Fort Worth tract, a distance of 2,015.83 feet to a set one-half inch steel rebar with yellow plastic cap marked A. for the northwesterly corner of Lot 2, Block 1 of Westport Business Park, an addition to the City of Grapevine, as recorded in Cabinet A, Slide 4716 of the Plat Records of Tarrant County, Texas (P.R.T.C.T.); THENCE, S 000 01' 20" E, departing the southwesterly line of said City of Fort Worth tract, along the westerly line of said Lot 2, Block 1 of Westport Business Park addition, a distance of 425.25 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the northeasterly corner of Lot 3, Block 1 of Westport Business Park, an addition to the City of Grapevine, as recorded in Cabinet A, Slide 4715 of said Plat Records; THENCE, S 880 56 08" W, along the northerly line of said Lot 3, Block 1 of Westport Business Park addition, a distance of 193.81 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; THENCE, S 89' 41' 07" W, continuing along the northerly line of said Lot 3, Block 1 of Westport Business Park addition, a distance of 302.60 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the POINT OF BEGINNING (N Di grid northing 7,015,684.69 and easting 2,401,158.87); SAC h esa peake\208002_D FW88-AC STO N E\Des c\acsto ne- no rth—ro ad.d oc 12/16/08 PROPERTY OF A.C. STONE ESTATE Page 2 of 3 JAMES CATE SURVEY, ABSTRACT NO. 314 December 16, 2008 CATHARINE CLANTON SURVEY, ABSTRACT O. 354 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 30'WIDE ACCESS ROAD 1. THENCE, S 89' 41' 07" W, continuing along the northerly line of said Lot 3, Block 1 of Westport Business Park addition and along the northerly line of that certain 1.37 acre tract of land as described in deed to Mary Stone Myers as recorded in Volume 13210, Page 420 of said Deed Records, a distance of 221.66 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the beginning of a tangent curve to the left; 2. THENCE, Southwestwardly, along said curve to the left with a central angle of 91' 43' 21", a radius of 55.00 feet and an arc length of 88.05 feet, the chord bears S 43' 49' 27" W, a distance of 78.94 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the end of said curve; 3. THENCE, S 020 02' 14" E, a distance of 523.63 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; 4. THENCE, S 21' 59' 23" W, a distance of 12.03 feet to a set one-half in,421 steel rebar with yellow plastic cap marked AZB for corner in the curvii• northerly line of Westport Parkway (75.00 foot right of way width) described in deed to City of Grapevine as recorded in Instrument N I D198203330 of said Deed Records, said corner being the beginning of non -tangent curve to the left; 5. THENCE, Northwestwardly, along the curving northerly line of said Westport Parkway and along said curve to the left with a central angle of 03' 45' 11 ", a radius of 737.50 feet and an arc length of 48.31 feet, the chord bears N 67' 37' 20" W, a distance of 48.30 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the end of said curve; 6. THENCE, N 29' 03' 13" E, departing the northerly line of said Westpol Parkway, a distance of 36.57 feet to a set one-half inch steel rebar wi yellow plastic cap marked AZB for corner; I 7. THENCE, N 020 02' 14" W, a distance of 483.34 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the beginning of a tangent curve to the right; S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-north_road.doc 12/16108 PROPERTY OF A.C. STONE ESTATE Page 3 of 3 JAMES CATE SURVEY, ABSTRACT O. 314 December 16, 2008 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 CITY OF GRAPEVINE ':sa L)q - TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 30' IBE ACCESS ROAD 8. THENCE, Northeastwardly, along said curve to the right with a central angle of 910 43' 21", a radius of 85.00 feet and an arc length of 136.07 feet, the chord bears N 43' 49' 27" E, a distance of 122.00 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the end of said curve; 9. THENCE, N 890 41' 07" E, a distance of 221.66 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; 10. THENCE, S 000 18' 53" E, a distance of 30.00 feet to the POINT OF BEGINNING and containing 26,242 square feet or 0.60 acres of land more or less. =10TATIOTIMMUST M01 I hereby certify that this field note description and accompanying site plan accurately depict the boundary location of the subject tract as surveyed on the ground under my supervision. This survey was completed without the benefit of a title report. "IFIRM M 1,111d"111, 111iffim IT76117wa, W'# Joseph S. Benitez Registered Professional Land Surveyor Texas No. 5934 0W, S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-north—road.doc 12/16/08 PROPERTY OF A.C. STONE ESTATE CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS C WELL SITE Page 1 of 3 December 16, 2008 sab9_6 a BEING 4.19 acres land, more or less, situated in the Catharine Clanton Survey, Abstract Number 354, in the City of Grapevine, Tarrant County, Texas, and being part of those certain tracts of land as described in deeds to A.C. Stone as recorded in Volume 2009, Page 23 and Volume 2029, Page 374 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by metes and bounds as follows; COMMENCING at a found five-eighths inch steel rebar with Survcon, Inc. yellow cap (controlling monument-NAD83 grid northing 7,017,515.17 and easting 2,400,205.08) for the northerly corner of said A.C. Stone Estate tract and the northeasterly corner of that certain tract of land as described in deed to City of Grapevine as recorded in Instrument No. D205288779 of said Deed Records and the westerly corner of that certain tract of land as described in deed to City of Fort Worth as recorded in Volume 5680, Page 345 of said Deed Records, from said beginning point a found five-eighths inch steel rebar with Survcon, Inc. yellow cap (controlling monument) bears N 45' 06' 53" W, a distance of 18.75 feet for the northwesterly corner of said City of Grapevine tract; THENCE, S 460 00' 10" E, along the southwesterly line of said City of Fort Worth tract, a distance of 1,823.56 feet to a set one-half inch steel rebar with yellow plastic cap marked AZ13 For the POINT OF BEGINNING (NAD83 Grid north ing=7,01 6,248.67 and easting=2,401,516.70); 1. THENCE, S 460 00' 10" E, continuing along the southwesterly line of said City of Fort Worth tract, a distance of 192.27 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the northwesterly corner of Lot 2, Block 1 of Westport Business Park, an addition to the City of Grapevine as recorded in Cabinet A, Slide 4716 of the Plat Records of Tarrant County, Texas (P.R.T.C.T.), 2. THENCE, S 000 01' 20" E, departing the southwesterly line of said City of Fort Worth tract, along the westerly line of said Lot 2, Block 1 of Westport Business Park addition, a distance of 425.25 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the northeasterly corner of Lot 3, Block 1 of Westport Business Park, an addition to the City of Grapevine, as recorded in Cabinet A, Slide 4715 of said Plat Records; 3. THENCE, S 88' 56 08 W, along the northerly line of said Lot 3, Block I of Westport Business Park addition, a distance of 193.81 feet to a set onj half inch steel rebar with yellow plastic cap marked AZB for corner; S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-north_pad.doc 12/16/08 PROPERTY OF A.C. STONE ESTATE Page 2 of 3 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 December 16, 2008 CITY OF GRAPEVINE S TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION WELL SITE 4. THENCE, S 890 41' 07" W, continuing along the northerly line of said Lot 3, Block 1 of Westport Business Park addition, a distance of 302.60 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB (NAD83 grid northing 7,015,684.69 and easting 2,401,158.87) for corner; 5. THENCE, N 00' 18' 53" W, departing the northerly line of said Lot 3, Block 1 of Westport Business Park addition, a distance of 177.15 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; THENCE, along the top bank meanders of a creek, the following twenty seven (27) courses; M "" 11 1 — • '�11111rlll 11 II�Ir'�III�11 Pill Ing., •i• -i • — • a. — # !I!; !111112!1111111 lillpigil pi�' 111 1111 S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-north_pad.doc 12/16/08 PROPERTY OF A.C. STONE ESTATE Page 3 of 3 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 December 16, 2008 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION WELL SITE 21. S 830 46' 03" E, a distance of 29.01 feet to a set wood stake; I r I M. M 31. N 370 58' 20" E, a distance of 30.78 feet to a set wood stake; 32. N 150 36' 52" E, a distance of 55.42 feet to the POIR'����� and containing 182,461 square feet or 4.19 acres of land, more or less. �I IIII11i ii Ill IIIIII1!1I1 I ;• 1 11111 MMB= I hereby certify that this field note description and accompanying site plan accurately depict the boundary location of the subject tract as surveyed on the ground under my supervision. This survey was completed without the benefit of a title report. Joseph S. Benitez Date Registered Professional Land Surveyor Texas No. 5934 S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-north_pad.doc 12/16/08 utiesape�ke ERGY February 27, 2009 City of Grapevine Development Services Planning Division 1200 S. Main Street Grapevine, TX 76051 Martin J. Johnson Manager — Field Permitting Attn: Mr. Ron Stombaugh Re: Lazy Unit 1 H, Drill site Dear Mr. Stombaugh: Enclosed please find a Special Use Application for the above-described property. Chesapeake Operating, Inc is hereby respectfully requesting the City to grant a Special Use and Drilling Permit on the above mentioned property for Natural Gas Exploration. I certify that I have prepared this application and that the work will be done in accordance with the provisions of the laws and the State of Texas, the ordinances of the City of Grapevine, and the rules and regulations of the City of Grapevine. Sincerely, Martin MJJ:Ibl Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Direct: 817.870.5621 • Cell: 817.718.6037 • Fax 817.945.5202 • martin.johnson �i)chk.com OP k.,nesadl'oeJ�ce LENERGY Martin J. Johnson Manager — Field Permitting March 2, 2009 City of Grapevine 1200 S. Main Street -- Grapevine, TX 76051 Attn: Fire Department Re: Lazy 1 H, City of Grapevine, Permit to Drill To Whom It May Concern: Chesapeake Operating, Inc. respectfully submits the attached items as part of the "Gas Drilling Permit Review Application" for the Lazy 1 H, the surface to be located within the city limits for Grapevine, Texas. certify that I have prepared this application and that the work will be done in accordance with the provisions of the laws and the State of Texas, the ordinances of the City of Grapevine, and the rules and regulations of the City of Grapevine. Since --1.• Marti MJJ: Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Direct: 817.502.5621 • Cell: 817.718.6037 • Fax 817.945.5202 • martin.johnson@chk.com March 2, 2009 City of Grapevine 1200 S. Main Street Grapevine, TX 76051 Attn: Risk Management Re: Lazy 1 H, City of Grapevine, Permit to Drill To Whom It May Concern: 0 Martin J. Johnson Manager — Field Permitting Chesapeake Operating, Inc. respectfully submits the attached items as part of the "Gas Drilling Permit Review Application" for the Lazy 1 H, the surface to be located within the city limits for Grapevine, Texas. certify that I have prepared this application and that the work will be done in accordance with the provisions of the laws and the State of Texas, the ordinances of the City of Grapevine, and the rules and regulations of the City of Grapevine. Sincerely, Ma 'n J. Joh s n MJJ: Ib Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Direct: 817.502.5621 • Cell: 817.718.6037 • Fax 817.945.5202 • martin.johnson@chk.com Chesapeake , N E R G Y Martin I Johnson !t -Tanager -- Field Permitting February 27, 2009 City of Grapevine 1200 S. Main Street Grapevine, TX 76051 Chesapeake Operating, Inc. respectfully submits the attached items as part of the "Gas Drilling Permit Review Application" for the Lazy 1 H, the surface to be located within the city limits for Grapevine, Texas. I certify that I have prepared this application and that the work will be done in accordance with the provisions of the laws and the State of Texas, the ordinances of the City of Grapevine, and the rules and regulations of the City of Grapevine. Sincerely, Chesapeake Energy Corporation 100 Energy Way - Fort Worth, TX 76102 Direct: 817.502.5621 - Cell: 817.718.6037 - Fax 8 17.945.5202 • imrtinjohnson(_q)chk.corn City of Grapevine 1200 S. Main Street Grapevine, TX 76051 Attn: Mr. Don Ellison Re: Lazy I H, City of Grapevine, Permit to Drill Dear Mr. Ellison: 0 Martin I Johnson kfanagej- — T-iekl Permitting Chesapeake Operating, Inc. respectfully submits the attached items as part of the "Gas Drilling Permit Review Application" for the Lazy I H, the surface to be located within the city limits for Grapevine, Texas. I certify that I have prepared this application and that the work will be done in accordance with the provisions of the laws and the State of Texas, the ordinances of the City of Grapevine, and the rules and regulations of the City of Grapevine. MISM WININAW 391A on Chesapeake Energy Corporation 100 Energy Way - Fort Worth, TX 76102 Direct: 817.502.5621 - Cell: 817.718.6037 - Fax 817.945.5202 - martinjohnsonng clik.com Exhibit B i Permit Invalidation. It is the operator's responsibility to make sure that the permitted location complies with Commission density and spacing rules in effect on the spud date. The permit becomes invalid automatically if, because of a field rule change or the drilling of another well, the stated location is not in compliance with Commission field rules on the spud date. If this occurs, application for an exception to Statewide Rules 37 and 38 must be made and a special permit granted prior to spudding. Failure to do so may result in an allowable not being assigned and/or enforcement procedures being initiated. Permit expiration. This permit expires two (2) years from the date of issuance shown on the permit unless actual drilling operations have begun. The permit period will not be extended. If a permit is materially amended, the expiration date is two (2) years from the time the amended permit is issued. Drilling Permit Number. The drilling permit number shown on the permit MUST be given as a reference with any notification to the district (see below), correspondence, or application concerning this permit. Rule 37 Exception Permits. This Statewide Rule 37 exception permit is granted under either provision 37 (h)(2)(A) or 37(h)(2)(B). Be advised that a permit granted under 37(h)(2)(A), notice of application, is subject to the General Rules of Practice and Procedures and if a protest is received under Section 1.3, "Filing of Documents," and/or Section 1.4, "Computation of Time," the permit may be deemed invalid. Before Drilling Fresh Water Sand Protection. The operator must set and cement sufficient surface casing to protect all usable -quality water, as defined by the Tx Natural Resource Conservation Commission. Before drilling a well, the operator must obtain a letter from the Texas Natural Resource Conservation Commission stating the depth to which water needs protection, Write: Texas Natural Resource Conservation Commission (Surface Casing -MCI 51), P.O. Box 13087, Austin, TX 78711-3087. File a copy of the letter with the appropriate district office. During Drilling Permit at Drilling Site. A copy of the Form W-1 Drilling Permit Application, the location plat, a copy of Statewide Rule 13 alternate surface casing setting depth approval from the district office, if applicable, and this drilling permit must be kept at the permitted well site throughout drilling operations. *Notification of Setting Casing. The operator MUST call in notification to the appropriate district office (phone number shown the on permit) a minimum of eight (8) hours prior to the setting of surface casing, intermediate casing, AND production casing. The individual giving notification MUST be able to advise the district office of the drilling permit number. Completion of Drilling Producing Well. Statewide Rule 16 requires that the operator submit a Form W-2 (oil well) or Form G -I (gas well) to the appropriate Commission district office within thirty (30) days after completion of such well. Completion of the well in a field authorized by this permit voids the permit for all other fields included in the permit unless the operator indicates on the initial completion report that the well is to be a dual or multiple completion and promptly submits an application for multiple completion. All zones are required to be completed before the expiration date on the existing permit. Statewide Rule 40(d) requires that upon successful completion of a well in the same reservoir as any other well previously assigned the same acreage, proration plats and P -15s (if required) must be submitted with no double assignment of acreage. Dry or Noncommercial Hole. Statewide Rule 14(b)(2) prohibits suspension of operations on each dry or non-commercial well without plugging unless the hole is cased and the casing is cemented in compliance with Commission rules. If properly cased, Statewide Rule 14(b)(2) requires that plugging operations must begin within a period of one (1) year after drilling or operations have ceased. Plugging operations must proceed with due diligence until completed. An extension to the one-year plugging requirement may be granted under the provisions stated in Statewide Rule 14(b)(2). Intention to Plug. The operator must file a Form W -3A (Notice of Intention to Plug and Abandon) with the district office at least five (5) days prior to beginning plugging operations. If, however, a drilling rig is already at work on location and ready to begin plugging operations, the district director or the director's delegate may waive this requirement upon request, and verbally approve the proposed plugging procedures. *Notification of Plugging a Dry Hole. The operator MUST call in notification to the appropriate district office (phone number shown on permit) a minimum of four (4) hours prior to beginning plugging operations. The individual giving the notification MUST be able to advise the district office of the drilling permit number and all water protection depths for that location as stated in the Tx Natural Resource Conservation Commission letter. The operator is REQUIRED to notify the district office when setting surface casing, intermediate casing, and production casing, or when plugging a dry hole. Time requirements are given above. The drilling permit number MUST be given with such notifications. DIRECT INQUIRIES TO: DRILLING PERMIT SECTION, OIL AND GAS DIVISION MAIL. PII®NP PO Pox 12967 (512) 463-6751 Austin, Texas, 78711-2967 SM PERMIT TO DRILL, DEEPEN, PLUG BACK, OR RE-ENTER ON A REGULAR OR ADMINISTRATIVE EXCEPTION LOCATION PERMIT NUMBER DATE PERMIT ISSUED OR AMENDED DISTRICT 673428 (AMENDED) Dec 01, 2008 05 API NUMBER FORM W -I RECEIVED COUNTY 42-439-33898 Nov 24, 2008 TARRANT TYPE OF OPERATION WELLBORE PROFILE(S) ACRES NEW DRILL Horizontal 61.3 OPERATOR 147715NOTICE CHESAPEAKE OPERATING, INC. This permit and any allowable assigned may be revoked if payment for fee(s) submitted to the Commission is not honored. District Office "Telephone No: (903) 984-3026 LEASE NAME WELL NUMBER LAZY UNIT 1H LOCATION TOTAL DEPTH 22 miles NE direction from FORT WORTH 9000 Section, Block and/or Survey SECTION BLOCK ABSTRACT < 354 SURVEY< CLANTON, C DISTANCE TO SURVEY LINES DISTANCE TO NEAREST LEASE LINE 515 ft. W 1271 ft. N 330 ft. DISTANCE TO LEASE LINES DISTANCE TO NEAREST WELL ON LEASE 515 ft. W (OFF LEASE) 1271 ft. N (OFF LEASE) See FIELD(s) Below FIELD(s) and LIMITATIONS: FIELD NAME ACRES DEPTH WELL, 9 DIST LEASE NAME NEAREST LEASE NEARESTWE NEWARK, EAST (BARNETT SHALE) 61.30 7,216 1 H 09 LAZY UNIT 330 0 ------------------------------------------------------- WELLBORE PROFILE(s) FOR FIELD: Horizontal ------------------------------------------------------- RESTRICTIONS: Lateral: THl Penetration Point Location Lease Lines: 377.0 F E L 424.0 F S L Terminus Location BH County: TARRANT Section: Block: Abstract: 530 Survey: FAY, J B Lease Lines: 330.0 F NW L 1003.0 F S L Survey Lines: 91.0 F S L 791.0 F W L THE FOLLOWING RESTRICTIONS APPLY TO ALL FIELDS This well shall be completed and produced in compliance with applicable special field or statewide spacing and density rules. If this well is to be used for brine mining, underground storage of liquid hydrocarbons in salt formations, or underground storage of gas in salt formations, a permit for that specific purpose must be obtained from Environmental Services prior to construction, including drilling, of the well in accordance with Statewide Rules 81, 95, and 97. Data Validation Time Stamp: Dec 1, 2008 12:19 PM( 'As Approved' Version) Page 2 of 2 CRI 1JUIL l- F—M TexasCommission DEPTH OF USABLE -QUALITY GROUNDWATER TO BE PROTECTED 9' 'l on Environmental Quality Iffil Surface Casing Program Date 22, 2008 TCEQ File No.: SC- F250 TCEQ EXPEDITED APPLICATION API Number Attention: LAURA WHALEY/SPENCER RRC Lease No. 535 ft FWL CHESAPEAKE OPERATING INC 1271 ft ML P 0 BOX 18496 OKLAHOMA CITY OK 731540496 :S Y Digital Map Location: X-coord/Long 2126293 1 Y-coord/Lat 451584 Datum 27 Zone County I TARRANT Lease & Wei I No.I LAZY UNIT #lH&PAD Purpose -- [ND ------------ - _ --- --- ---- , -------- ------------ -- -- -- -------- ------ ------- ---- ---- ---------- -- - ----- -- - -- -- Location I ®C ON C.,A-354,--ETD=90003,[RRC 5], I 1 1 1 1 1 1 11 1 1 q � � I III _I 1 1 � I ----- ------ '111�� The interval from the land surface to 20 feet below the base of Cretaceous -age 7*,eds must he protected. The base of the Cretaceous is estimated to occur at a depth of 1750 feet. 1!11111 11111111 :1 111111111 gIR III I I Note, UnlHss s lal ed ol hetwise, Ih!%(PC(}rTltYietECldlion is irflefirlpd to apply pri ly It) I hil. Y I %reell arld tic) I rof 'lfea-wlde. use. ni for protection of this groundWatel' falls under thejurisdiction of the Railroad Commission of Texas. This recommendation is intended for norI drilling, production, and plugging operations only. lad s riot apply to 5ahwaterdisipwal opeIration into a nonproductive zone (11111C Form Vd-14). If You have any questions, please contact us at 512-239-0515, sc(-btceg.state.tx.us or by mail MC®l S1. Sincerely; gitally signed by John Estepin DN. c=US,st=Texas,I=Austin,o=Texas Commission on Environmental Quality, Stoeq. ci,=,.,n Estepp, email=jestepp, state.tx.us I -Date:2008-10-22jag:0935--05�OU-. D. Estepp, Iii P.G. Geologist, Surface Casing Team Waste Permits Division GEOLOGISTSEAL John D. Est Geology Thesea 1appearing o n this document was authorized by John D. 'Estopp on 10/22/2008 Note: Alteration of this electronic document will invalidate the digital signature, TCEQ Form -005111 P-0- Box 13037 Austin, Tc-xa5 787 1 11-3037 512-239-1000 Internet address: %nP.,w.tceq,state.tx.us Rev. 91912008 WOMEN Road Repair Agreement Transportation Route Video of Transportation Route Limelfflig ROAD REPAIR AGREEMENT BETWEEN THE CITY OF GRAPEVINE AND CHESAPEAKE OPERATING, IN] This Road Repair Agreement, (Agreement), is made and entered into on this the A/-4day of /M?::� , 2007, by and between the city of Grapevine, Texas, a home rule municipal corp6ration of the State of Texas, located within Tarrant County, Texas (Hereinafter referred to as the "City") and Chesapeake Operating,("Operator") for the repair of certain streets and/or roadways within the City, as more fully described herein. WHEREAS, Operator is in the business of drilling gas wells and, in connection therewith, shall be engaged in drilling and production activities on property which abuts, is adjacent to, and/or is accessed by roadways within the City; and SEEM 11214MIMAJ 14MAOUlaxeig [01-11499SRUJIMAI's 1 91 A, MINIMUM IMADAR ,r.EMEre = WHEREAS, the City and Operator, for the mutual consideration hereinafter stated, desire to enter into this Agreement for Operator to repair said roadways for the duration of the term of this Agreement in consideration of Operator's use of said roadways for the purpose of the activities described hereinabove; ARTICLE 1. I . Operator shall provide a routing plan for review and approval by the City's Director of Public Works. Operator shall lirnit all vehicles servicing the drilling and production activities to roadways on the routing plan. The City reserves the right to close or abandon any roadway or street within its City Limits by giving Operator 45 days notice of road closure or abandonment. Failure of Operator to adhere to the routing plan may result in the issuance of a citation by the City. Operator shall repair damages caused by Operator or its contractors, subcontractors, employees, and agents, excluding ordinary wear and tear, if any, to roadways that are used to access property which abuts, is adjacent to, and/or is accessed by roadways within the City for the drilling and production of it wells, This obligation shall continue during the term of this Agreement, and Operator shall, prior to the termination of this Agreement, as provided herein, repair such damages to such roadways, excluding ordinary wear and tear, if any, to the condition in which such roadways existed prior to the commencement of use of such roadways by Operator. Operator shall make videotape of such roadways prior to the start of Operator drilling and operation of its gas wells and shall provide a copy of the videotape to the Director of Public Works. Operator shall notify the Director Public Works when drilling or fracing operations are complete so that the Director of Public Works can determine if repairs are required. 2. In connection with its obligation to repair said roadways, Operator shall use materials of the same or better quality than those utilized to surface and/or repair the roadways prior to execution of this Agreement and in accordance with the current standards specifications of the City. Deviation from the materials described herein shall not be permitted without the prior written consent of the Director of Public Works. Repairs shall be completed in accordance with standard engineering practices acceptable to the City. 3. Operator shall repair the damage to the roadways at its sole cost and expense. 4. During the term of this Agreement, Operator and the Director of Public Works shall periodically inspect the roadways during drilling, fracture stimulation or re- working of the gas well to determine whether or not any damage has occurred as a result of Operator's actives. Immediately upon discovering the existence of any such damage to the roadways, Operator shall undertake to repair and/or remedy same. Upon discovery of damage by the Operator, the Operator will have forty-eight (48) hours to contact the Director of Public Works to work out a schedule of repairs. Repairs shall take place within thirty (30) days or immediately if the damage affects the immediate health and safety of individuals. This Agreement shall commence upon the date indicated above and shall continue in full force and effect until Operator has completed and/or permanently discontinued the actives upon the roadways, as described hereinabove. ;j11lj1ll1;'l11!11jjl 11l11111lll:I11111l111� M r r-1110,19jar aw, 11talm r -M WmIL arm! 1141IRNIMM M 111114MATIM-A In smul , m a � am r �* In addition to the performance bond or letter of credit required pursuant to th Agreement, the Operator shall carry a policy •or policies •of insurance issued by insurance company or companies authorized to do business in Texas. All insuran requirements below may be met by a combination of self-insurance, primary and exce insurance policies. In the event such insurance policy or policies are cancelled, thil Agreement shall be suspended on such date of cancellation and the Operator's right. operate under this Agreement shall immediately cease until the Operator files addition insurance as provided herein. tet# F •#' F 1 i 2. Standard Commercial General Liability Policy. This coverage must include premises, operations, blowout or explosion, products, completed operations, sudden and accidental pollution, blanket contractual liability, underground resources damage, broad form property damage, independent contractors protective liability and personal injury. This coverage shall be a minimum Combined Single Limit of $1,000,000 per occurrence for Bodily Injury and Property Damage. 3. Excess or Umbrella Liability $ 5,000,000 Excess, if the Operator has a stand-alone Environmental Pollution Liability (EPL) policy. $10,000,000 Excess, if the Operator does not have a stand-alone EPL policy. IM Coverage must include an endorsement for sudden or accidental pollution. If Seepage and Pollution coverage is written on a "claims made" basis, the Operator must maintain continuous coverage and purchase Extended Coverage Period Insurance when necessary. 4. Workers Compensation and Employers Liability Insurance a. Workers Compensation benefits shall be Texas Statutory Limits, b. Employers Liability shall be a minimum of $500,000 per accident. C. Such coverage shall include a waiver of subrogation in favor of the City and provide coverage in accordance with applicable state and federal laws. 5. Automobile Liability Insurance a. Combined Single Limit of $1,000,000 per occurrence for Bodily Injury and Property Damage. b. Coverage must include all owned, hired and not -owned automobiles. S. Certificates of Insurance a. The company must be admitted or approved to do business in the State of Texas, unless the coverage is written by a Surplus Lines insurer. b. The insurance set forth by the insurance company must be underwritten on forms that have been approved by the Texas State Board of Insurance or ISO, or an equivalent policy form acceptable to the City. C. Sets forth all endorsements and insurance coverage according to requirements and instructions contained herein. d. Shall specifically set forth the notice of cancellation, termination, or change in coverage provisions to the City. All policies shall be endorsed to read "THIS POLICY WILL NOT BE CANCELLED OR NON -RENEWED WITHOUT THIRTY (30) DAYS ADVANCED WRITTEN NOTICE TO THE OWNER AND THE CITY EXCEPT WHEN THIS POLICY IS BEING CANCELLED FOR NONPAYMENT OF PREMIUM, IN WHICH CASE TEN (10) DAYS ADVANCE WRITTEN NOTICE IS REQUIRED". e. Original endorsements affecting coverage required by this section shall be furnished with the cercates of insurance. 7. The cancellation of any insurance for the sole purpose of the repair of roadways will not release the obligation of the Operator to meet all requirements of insurance under this Agreement. 9. Operator shall and hereby does indemnify, defend and save harmless the City, its officers, agents and employees from all suits, actions* or claims of any character, name and description brought for or on account of any injuries or damages received as sustained by any person, persons or property on account of the operations of the Operator, its agents, employees, contractors or subcontractors; or on account of any negligent act of fault of the Operator, its sm agents, employees, contractors or subcontractors in connection with the obligations under this Road Repair Agreement; and shall pay any judgment, with costs, which may be obtained against the City growing out of such injury or damage. ARTICLE 4. LETTER OF CREDIT AND PERFORMANCE BOND 1 . Prior to the beginning of any activity, Operator shall provide the Director of Public Works with security instruments in the form of an irrevocable letter of credit and a performance bond as follows: a. Letter of Credit. A letter of credit shall be issued by a. reliable bank authorized to do business in Texas and shall become effective on or before the date of this Agreement is finalized in an amount equal to $250,000. The letter of credit shall remain in force and effect for a period of no more thanyears at which time we can negotiate to cancel, reduce or extend such letter of credit.. The City shall be authorized to draw upon such letter of credit to recover any fines or penalties assessed under this Agreement. Evidence of the execution of a letter of credit shall be submitted to the Director of Public Works by submitting an original signed letter of credit from the banking institution, with a copy of the same provided to the City Secretary and the Oil and Gas Inspector/Technical Advisor. The Letter of Credit shall be self-executing, irrevocable, and unconditional, except that the Letter of Credit may require, as a condition to the City drawing on the Letter of Credit for amounts then due and owing under this Agreement, the City's submission of an affidavit or certification stating that Owner has failed to make a required payment under this Agreement within 30 days after the City has made written demand for such payment. b. The City shall be authorized to draw against any irrevocable letter of credit to recover such amount due from Operator, Upon receipt of such monies, the City shall proceed by such mode as deemed convenient to cause the required work to be performed and completed, but no liability shall be incurred other than for the expenditure of said sum in hand. C. Performance Bond. In addition to the Letter of Credit required above, a performance bond shall be executed by a reliable bonding or insurance institution authorized to do business in Texas effective on or before the date of this Agreement in an amount equal to $250,000, The performance bond shall remain in force and effect for a period of no more than five (5) years at which time we can negotiate to cancel, reduce or extend such performance bond. The Operator shall be listed as principal and the instrument shall run to the City, as obiligee. d. The cancellation of any letter of credit or performance bond for the sole purpose of the repair of roadways will not release the obligation of the Operator to meet all requirements of insurance under this Agreement. 3. If Operator fails to conduct the repairs as provided herein, the cost of completing the repair is an amount of fifteen thousand dollars ($15,000) or less, as determined by the Director of Public Works, cash in the amount necessary to complete the repairs, as determined by the Director of Public Works, shall be deposited with a bank or escrow agent pursuant to an escrow agreement acceptable and approved by the City ensuring completion of the repair. ARTICLE 5 WISCELL.&IJEOUS PROVISIONS I . Operator understands and agrees that Operator, its employees, servant" agents, and representatives shall at no time represent themselves to be employeel servants, agents, and/or representatives of the City. The City shall not have any contr— over the means or methods by which Operator shall perform its obligations hereundl Operator shall furnish all equipment and materials necessary to perform hereunder a shall at all times be acting as an independent Operator. I 2. By entering into this Agreement, the City does not waive, nor shall it be deemed to waive, any immunity or defense that would otherwise be available to it against claims arising by third parties. 3. This Agreement represents the entire agreement between Operator and City for repair of roadways and supersedes all prior negotiations, representations, and/or agreements, either written or oral. This Agreement may be amended only by written instrument signed by the governing body of the City or those authorized to sign on behalf of the City's governing body. 4. (a) Whenever the Director of Public Works finds that a default hl C, occurred in the performance of any requirement or condition imposed by th Agreement, a written notice shall be given to Operator. Such notice shall specify t work to be done, the estimated cost and the period of time deemed by the Director Public Works Department to be reasonably necessary for the completion of such wor After receipt of such notice, the Operator shall, within the time therein specified, eith cause or require the work to be performed, or failing to do so, shall pay over to the Ci one hundred twenty-five percent (125%) of the estimated cost of doing the work as s forth in the notice. (b) In the event Operator does not cause the work to be performed a fails or refuses to pay over to the City the estimated cost of the work to be done as s forth in the notice, or the issuer of the security instrument refuses to honor any draft the City against the applicable irrevocable letter of credit, the City may proceed to obta compliance and abate the default by way of civil action against Operator, or by crimin action against the Operator, or by both such methods. im- Events of Force Majeure shall mean any contingency or cause beyond the reasonable control of a party including, without limitation, acts of God or the public enemy, war, riot, civil commotion, insurrection, government or de facto government action (unless caused by acts or omissions of the party), fires, explosions, rain or other weather delays, floods, strikes, slowdowns or work stoppages. ARTICLE 7. Except as otherwise provided herein, or except as may be hereafter determine by the parties, no party to this Agreement may sell, assign, or transfer its interest in th Agreement, or any of its right, duties, or obligations hereunder, without the prior writt consent of the other party. Whenever the consent or the approval of a party is requir herein, such party shall not unreasonably withhold, delay, or deny such consent approval. Operator may assign this Agreement to any successor entity to whom t applicable Oil or Gas Well Permit has been assigned upon written notice to the City said assignment. I Any notice given by one party to the other in connection with this Agreement shall be in writing and shall be by personal delivery; sent by registered mail or certified mail; or by United States Mail, return receipt requested, postage prepaid; to: CITY: Matt Singleton, Director of Public Works City of Grapevine, Texas 200 South Main Street, First Floor Grapevine, Texas 76051 OPERATOR Randall Rodrigue Chesapeake Operating, Inc. PO Box 18496 Oklahoma City, Oklahoma 73154-0496 Notice shall be deemed to have been received on the date of receipt as shown on the return receipt or other written evidence of receipt. MFWTIIHQ�� WTI 101,91 12LOJA I Leif No waiver or modification of this Agreement or of any covenant, condition, limitation herein contained shall be valid unless in writing and duly executed by the party to be charged therewith. No evidence of any waiver or modification shall be offered or received in evidence in any proceeding arising between the parties hereto out of or affecting this Agreement, or the rights or obligations of the parties hereunder, unless such waiver or modification is in writing, duly executed. The parties further agree that the provisions of this Article will not be waived unless as herein set forth. ARTICLE 10. In the event that any one or more of the provisions hereof contained in this Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not effect the other provisions, and the Agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in this Agreement. ARTICLE 11 GOVERNING LAW AND VENUE This Agreement shall be construed under and governed by, and in accordance with the laws of the State of Texas, and venue for any action arising under the terms and conditions of this Agreement shall lie in the state courts located in Tarrant County, Texas or the United States District Court for the Northern District of Texas. This Agreement and the exhibits attached hereto, constitute the entire agreement among the parties hereto with respect to the subject matter hereof, and supersede any prior understandings or written or oral agreements between the parties with respect to the subject matter of this Agreement. No amendment, modification, cancellation (fr alteration of the terms of this Agreement shall be binding on any party hereto unless the same is in writing, dated subsequent to the date hereof, and is duly authorized and executed by the parties hereto. ARTICLE 13. The failure of either party to enforce or insist upon compliance with any of the terms or conditions of this Agreement shall not constitute a general waiver or relinquishment of any such terms or conditions, but the same shall be and remain at all times in full force and effect. ARTICLE 14. CAPTIONS The captions contained in this Agreement are for informational purposes only and shall not in any way affect the substantive terms or conditions of this Agreement. IM IMMUNE, 1 100 This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, and constitute one and the same instrument. IN WITNESS WHEREOF, t�hf parties do hereby affix their signatures and ent cl into this Agreement as of the & day of AM, ? 2001 city Secretary 0 0 STATE OF TEXAS COUNTY OF DALLAS CITY OF GRAPEVINE By: E 01 M. 11 W-1100101MAJE1 RN , nenry --enior--Tice-Presjdei Land and Legal Before me, the undersigned notary public, on this day personally appeared Matt Singleton, the Director of Public Works of the city of Grapevine, Texas, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the instrument for the purposes and consideration therein expressed. Given under my hand and sea] of office this day of W, 20n. DEDOMH 8, WOOD n NO PUBU W&4 STATE OF TF)W Notary Public MY COMM. EXP, OHI -2010 STATE OF OKLAHOMA § COUNTY OF OKLAHOMA § Before me, the undersigned authority, a Notary Public in and for the State of Oklahoma, on this day personally appeared Henry J. Hood, Senior Vice -President, Land and Legal of Chesapeake Operating, Inc., known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the corporation and that he executed the same as the act of said corporation for the purposes and consideration therein expressed and in the capacity therein stated. Given under my hand and seal of office this N44 day of 2007. C� DNS N1,0 % Notary Public 06011656 EXP. 12/07/10 ....... ...... 0 \X 1� FORIMOM The Emergency Response Plan is already on file with the City. Please see attached for important Contact Information. Chesapeake Emergency Number 800-566-9306 Chesapeake East Tarrant Field Office 817-759-2450 Woody an lin Office: 817-759-2450, x. 3216 Cell: 817-727-2485 B.K. Gibson Office: 817-759-2450, x. 3217 Cell: 817-727-2486 Ron Strahan Office: 501-305-3603 Cell: 405-620-0575 &ity of Grapevine EMERGENCY 91 � Tarrant County Sheriff 817-884-3270 Texas Railroad Commission District 9 (Barnett Shale Gas) 940-723-2153 District 5 (Oil) 903-984-3026 EPA National Spill Response Center 800-424-8802 EPA Dallas 214-665-2222 ...................? Plpe Fencr. .'\round Wellheari i0'v 10' ----------- - � -------------- m I't i I I I ; I I I 10' Diameter I ( I Fiberglass I I I I I I I I I I I I I j 10' Diameter j I I 8' Tall I I j Steel Tank j I I I I I 1 I I I I I 1 Six Foot Chain dirk Fenc= I I I and the Berm � 10' Diameter � I SteelTank I i i I I ' I I I I I l i i i I jThree Phase Separate, ; I 4' Diameter and 14' long I I I I id Berm is?'x 5' around tanks Meter ----------- t 150'f— Wellbore t. C,.— Stand F..t Chain Lmk F-- --d !ha Barr 12- IZ ti E 12' -v 10'2-r Im 22' 12'8" 5 4 T Doghouse& C_ H_ W41— Wellbore W Edge of L..tV i50' from M111— to Edge of L ... fl— F-71 32-2" 9'4" by 6'6" f Light Ran110' 1'6" tG1 Pump 4'8" --7F 4'10'. Fuel Tank &Water Tank 1-2" 27' 42 Pump� MHouse8'2" 150' from Vk1lb... t. Backyard 12- IZ ti E 12' Exhibit G ... . . :.« MO RN \ \` S4df*2??#22±22? Chesapeake Operating, Inc. is committed to the safety and well being of its employees, contractors, and the general public. Chesapeake Operating, Inc. is equally committed tit: the prevention of pollutants and exposure to hazardous waste. The most obvious steps in providing safety and hazardous waste protection are: informed and properly trained personnel and organization. Nevertheless, should a release or an incident of exposure occur, the following information is designed to minimize the effects caused by such an incident to the public, employees, and contractors, as well as the environment. LOCATION DESIGN AND POTENTIAL HAZARD CONTROL There are two phases in the exploration for gas: drilling phase and post drilling or producing phase. During these two phases the location and potential hazards remain. Operator's management and oversight will continue so as to best control any potentially hazardous condition. Drilling Phase: (see attached drilling and producing exhibit) The construction of the location is supervised by the company's field man as well as t rig supervisor who performs on site inspections. Ditches below the rig flo• substructure, and fuel storage tanks are designed to divert any flow of such liquids the working pits. The size of the working pits is adequate to contain maximum spillag The water and drilling mud used in the drilling of the well are initially stored in either steel circulating pit or an earthen reserve pit located near the well. The well site manned 24 hours per day through the drilling phase. The drilling crew is trained operations, safety, and maintenance of the drill site and facility. Any problems at the d site are immediately reported the rig supervisor. Ultimately, the water and drilling rn• are removed by tank trucks and disposed of in accordance with the Texas Railro Commission requirements. The surface is then returned to as near its original conditi as is practicable. Producing Phase: (see attached drilling and producing exhibit) Wastewater and condensate will be collected and stored in a 210 barrel low -profile tank within the well site and out of any of the designated floodplain. Each day the company field pumper shall inspect the well for any potential operational problems as well as any releases of gas or hazardous materials from any equipment including the tanks described above, the separator or any other equipment on the location. The tank will be located within a secondary containment ring which has a non -permeable berm or liner capable of holding one and one-half times the tanks' capacity. The tanks are also equipped with a sensing device which will shut off the well should the tanks become full. The tanks' contents shall be emptied by a commercial operator and disposed of in accordance with the Texas Railroad Commission requirements. If during the drilling phase or the producing phase of a well, any hazardous material including oil, distillate, and/or wastewater is discharged on site, the personnel will give immediate corrective response: B. Take steps necessary to prevent materials from spreading by using absorbent material, diverting the material, or even dams or dike, C. Approximate the size of the area affected, W*Tlmm-•• .�$M_ RMA -s •- M E. Assist and coordinate the efforts to prevent additional spreading and clean up. A report to the company shall be made immediately to the company personnel by the on site supervisor so that the company supervisor can make a determination as to the magnitude of any contaminate, if any, and report the control and clean up to the agency having jurisdiction. The report should include: Name Well Name and Location Date Time Sighted Size Origin Area Affected Time of Containment Material Leaked Such information is necessary for assessing the clean up procedure and agency reporting. Environmental Protection Agency: Notification of any spill shall be given initially to the EPA National Response Center al the following number: 1-800-424-8802. I zml� Information shall be provided orally within 24 hours from the time the Operator becomes aware of the circumstances. A written report shall also be provided within five days of the time the Operator becomes aware of the circumstances. The written report shall contain a description of the noncompliance and its cause; the period of noncompliance, including exact dates and times, the nature of correction procedures to be initiated and steps taken or planned to reduce, eliminate and prevent recurrence of the noncompliance. IM111601117 on SPCC/FRP Coordinator U.S. EPA -Region V1 (6SF-R 1445 Ross Avenue Dallas, Texas 75202-2733 The EPA Regional Administrator may waive the written report on a case-by-case basis if the oral report has been received within 24 hours. WGIRUSTOM 01 11 MR Texas Railroad Commission (RRC) District 5—Kilgore Texas Railroad Commission (RRC) District 9—Wichita Falls (Barnett Shale Gas) Texas Commission on Environmental Quality (TCEQ) 9, - U.S. Fish and Wildlife Service Arlington Ecological Services Field Office 940-723-2153 MEM151099111MANNA Chesapeake Emergency Number 800-566-9306 Chesapeake East Tarrant Field Office 817-759-2450 Woody Sandlin Office: 817-709-6014 Cell: 817-727-2485 B.K. Gibson Office: 817-759-2450, x. 3217 Cell: 817-727-2486 Ron Strahan Office: 501-305-3603 Cell: 405-620-0575 apevine EMERGENCY 911 Tarrant County Sheriff 817-884-3270 Texas Railroad Commission District 9 (Barnett Shale Gas) 940-723-2153 District 5 (Oil) 903-984-3026 EPA National Spill Response Center 800-424-8802 EPA Dallas 214-665-2222 And Invento!y Statement (Drilling Phasel Operator: Chesapeake Operating, Inc. 6100 N. Western Avenue Oklahoma City, OK 73118 Lazy Unit 1H: +/- 515' from the west survey line of the C. Clanton Survey, Abstract No. 354 and +/- 1271' from the north survey line of the C. Clanaton Survey, Abstract No. 354. Hazardous Materialanae ent And I n y e n t o ptf_ �St �att e m� e n t Operator: Chesapeake Operating, Inc. 6100 N. Western Avenue Oklahoma City, OK 73118 Lazy Unit I H: +/- 515' from the west survey line of the C. Clanton Survey, Abstract No. 354 and +/- 1271' from the north survey line of the C. Clanaton Survey, Abstract No. 354. ..................... Pipe Fence Araund Wellnaad 10' x 10' ,,-----------. ---------------- t I; I 10' Diameter I I ' I I Fiberglass I 1 1 I ; I j10' I Diameter ; I 8' TaI I j I Steel Tank ; I Six Pont Chain Link Pence I I I and the Herm � 10' Diameter I I 'mss) i ' I I I Steel Tank � 1 1 i I I I 1 ry 1 I 1 —""� � j Three Phase Separater ; � 4' Diameter and 14' long � — . --_—%7 Berm is 2' x 5' around tanks Meta, Run t 160' from W.Ilb... t. Cr— Stand � 5W"d mom Wellbore EcIp of &. Foot Chain Link F,,— around the 6— 48* 36' i5 Chak3' z z mom Wellbore EcIp of &. Foot Chain Link F,,— around the 6— 12' — IZ 12' Chak3' 102 "I T 22' 32'2" by 6161, A—rnuf.to, & Light Run f 10, N Pump 4'8" ntrifuyes 4 10 Fuel Tank & Water Tank '2" 27 354" zs t2 P., upp 3TY Mud Hou. 150' frorn V4dlb.,. t. Backyard 12' — IZ 12' Name: Martin J. Johnson Organization: Chesapeake Energy Corporation PhysicalAddress: 100 Energy Way Fort Worth, Texas 76102 Erosion Control Plan 1/11 9/10/2007 This Erosion Control Plan (ECP) has been developed • the construction • a natural gas drilling location, an all-weather access road and associated • equipment in Tarrant County, Texas. The ECP will outline erosion and sediment control practices to prevent ••' storm water discharges associated with construction activities. • A. Site Name The area scheduled for construction activities is known as the Lazy Unit 1H B. Project Location The property is located at C. Owner's Information Name: Mary Stone Myers Address: 2551 Stone Myers Parkway Representative, Title: Telephone: 817-481-3516 Facsimile: Email address: 1. General Contractor Name- Chesapeake Operating, Inc. Address: 100 Energy Way Representative: Adam Doty Title: Sr. Field Representative Telephone: 817-527-4117 Facsimile: 817-810-9485 Email address: adam.dotv(�?chk.com 24 Hour Emergency 800-556-9306 Contact Telephone: Erosion Control Plan 2/11 9110/2007 2. Subcontractor(s) The following subcontractor(s) will be performing tasks on-site associated with construction of the project. They understand their role in preventing storm water pollution, and will be familiarized with this ECP document before beginning their duties. *Additional subcontractors will be added to this Plan as required for the project. Name: To Be Determined Address: Representative: Title: Telephone: Facsimile: Email address - E. Project Description / Nature of Construction Activity Name: Shown in detail on Construction is Well Pad Dimensions: Access Road Dimensions: Pit Dimensions: Pit Dimensions: Frac Pond Dimensions: Pipeline Dimensions: Other: Chesapeake proposed to construct an all weather access road, drilling well pad and associated drilling pits to produce natural gas within the city limits of Arlington, Texas. Typical operations common to construction of a drilling site includes clearing, grading and reclamation. F. General Location Map: See Appendix I for a Topographic Map of Proposed Site. See Appendix 2 for Design Drawing of the Proposed Site. The site map will indicate: ® Design of well pad, access road and associated drilling pits ® Drainage patterns to and from the construction site ® Areas of soil disturbance 23 Placement of Best Management Practices Erosion Control Plan 3/11 9110/2007 HINNIMMM Chesapeake Energy designed the site with an understanding of the Texas Commission on Environmental Quality (TCEQ) intent that erosion and gediment controls be designed to retain sediment on-site to the extent practicable. All control measures will be properly selected, installed and maintained in accordance with the manufacturer's specifications and good engineering practices suggested the "Reasonable and Prudent Practices for Stabilizatior (RAPPS) of Oil and Gas Construction Sites. If sediment escapes the site, all off-site accumulations of sediment will be removed at a frequency sufficient to minimize off-site impacts. U I PON ff�,-Z 11 �W 70 ZAR,, a '77 1 NIP �W'07 Project specific erosion and sediment controls will be implemented during construction activities and have been indicated on the erosion control drawing and narrative provided by MMA. Possible controls will include - 1. e 1. Structural Controls The following structural controls will be considered for implementation at the project site: ® Inlet protection — no inlets requiring protection ® Silt fences * Stabilized Construction Entrance 2. Soil Stabilization In areas where soil disturbance is necessary the following methods of soil stabilization will be considered-.. ® Temporary Seeding ® Permanent Seeding Mulching Sod Stabilization 3. Best Management Practices The following management practices will be considered for use, where appropriate, to minimize impacts to waterways caused by erosion and sedimentation. ® Phase work so that no area remains exposed for extended periods of time. Erosion Control Plan 4/11 9/10/2007 a Have materials readily available to complete work without delay. ® Install erosion and sedimentary controls immediately. ® Consider weather conditions, and be prepared to deal with sudden severe conditions. ® Use straw mulch for grass seed, especially during poor germination periods. Physically mark off areas of disturbance, so that workers can see areas to be protected. Designate one individual responsible for implementing the ECP. Insure that all workers understand the provision of the ECP. Establish reporting procedures for problems identified. R=1 During construction activities, storm water will be managed through Reasonable and Prudent Practices for Stabilization (RAPPS) of Oil and Gas Construction Sites. Additional controls may be employed during construction activities in accordance with the standards in the Reasonable and Prudent Practices for Stabilization (RAPPS) of Oil and Gas Construction Sites or as otherwise recommended by the City of Arlington. ® Solid Waste Disposal will be in accordance with the City of Arlington. Is Hazardous Waste — no hazardous wastes generation will be allowed on- site. All contractors must remove used hazardous material from the location for reuse, recycling or disposal from their facilities. ® Dust Control / Off -Site Vehicle Tracking — construction will be scheduled for rapid completion to minimize problems with dust. The construction entrance will be built to reduce off-site vehicle tracking to a minimum and tracked material will be cleaned up as soon as practical. Sanitary / Septic — No temporary sanitary facilities will be installed during construction Water Source — * Equipment Fueling and Storage Areas — Construction equipment may be fueled on site by fueling trucks is designated areas. The areas will be surrounded by a temporary 15" high perimeter Earth Containment Berm. * Hazardous Materials Storage — Other than fuels and fluids in the equipment, no hazardous materials will be stored onsite during the construction phase. Hazardous construction materials such as paints, thinners, solvents and chemicals will be stored in appropriate containers or removed from the site daily. Production chemicals may be stored onsite in approved portable containers. Erosion Control Plan 5/11 9/10/2007 All erosion and sedimentary control measures and other protective measures identified in the ECP will be maintained in effective operating conditions. L, I ILI I %- %, -FF—YOT1F oI W11 R1797'" tw, AT operations and surveillance. Listed below are items that are to be reviewed during field surveillance: ® Construction Entrance — Is off-site tracking present? ® Material Storage Area — Are all containers sealed and labeled? Are there pollutants discharging from these areas? Soil Stabilization — Is there a healthy stand of vegetation? The contractor will water, fertilize and reseed disturbed areas as appropriate. Erosion & Sedimentary Controls — Is sediment leaving my site? Based on surveillance results, any necessary modifications to this ECP will be implemented as soon as practical. Modifications may become necessary if a RAPPS does not provide adequate pollution control. 21111111 1 11 w" Oil I Is. This document will be kept at the construction office during all periods of construction activities. A signed copy of this ECP and all supporting document wil' be compiled together in an orderly fashion. Discharges of hazardous substances or oil into storm water are subject to reporting requirements. In the event of a spill of a hazardous material, contractor is to notify the Chesapeake Field Representative as per Chesapeake Policy. Chesapeake will notify the National Response Center (1-800-424-8802) and TCEQ (972-973-5560) to properly report the spill. The contractor will submit a written description of th- •' • ding the type and amount of material released, the date, the circumstances of the release, and the steps taken to prevent future spills). Upon achieving final stabilization, the contractor or Chesapeake Representative notify the appropriate personnel at the City of Arlington for concurrence that final site stabilization has been achieved before taking down erosion control. Erosion Control Plan 6/11 9/10/2007 RU I Erosion Control Plan For for Water Discharges Associated with Construction Activity Chesapeake Energy Gas Drilling Project — Lazy Unit 1 H Gas Well General Contractor: Name: Representing: Title: Telephone: Facsimile: Certification Statement: I certify that I understand the terms and conditions of this Erosion Control Plan and all of the controls and limitations described in this Plan associated with industrial activity at the construction site identified as part of this certification." This certification is hereby signed in reference to storm water discharges associated with construction activity at the above -referenced project. Signature of Person above: Date: Erosion Control Plan 7/11 9/10/2007 Erosion Control Plan For for Water Discharges Associated with Construction Activity Chesapeake Energy as Drilling Project — Lazy Unit 1 H Gas Well Subcontractor: Name: Representing: Title: Telephone: Facsimile: Type of Construction Service to be provided: I I certify that I understand the terms and conditions of this Erosion Control Plan and all of the controls and limitations described in this Plan associated with industrial activity at the construction site identified as part of this certification." This certification is hereby signed in reference to storm water discharges associated with construction activity at the above- referenced project. Signature of Person above: Date: Erosion Control Plan 8/11 9/10/2007 Please i r o Construction P.rt t° attached ate'. d incorporated in thispermit package Erosion Control Plan 9/11 9/10/2007 WIMI� *,,lease refer to the Construction Plans attached ana incorporated in this permit package I Erosion Control Plan 10/11 9/10/2007 Inspection Report are not required. "...stormwater discharges from construction activity associated with oil and gas field operations are exempt from NPDES permitting requirements... USEPA June 12, 2006 Erosion Control Plan 11/11 9/10/2087 GUIDANCE CU T REASONABLE AND PRUDENT ACTICES FOR STABILIZATION ( A PS) OF IL AND GAS CONSTRUCTION SITES JN 040027 1 04=91 © Copyright 2004 TABLE OF CONTENTS SECTION PAGE LISTOF TABLES ......... ........................................................................................................... ii LISTOF FIGURES.. ..................................................... ......... ..................................................... ii LIST OF APPENDICES ...................... - ..................................... ...................... ....................... iii 1.0 INTRODUCTION ..................................... ............. ............. ....................................... 1 2.0 CONSTRUCTION SITE PHYSICAL CONSIDERATIONS .........................................1 3.0 GEOGRAPHIC LOCATIONS AND IDENTIFICATION OF RAPPS ............................2 3.1 COASTAL PLAINS .................................... ................................................ 6 3.2 XERIC PLAINS ................................................................................................ 8 3.3 MESIC PLAINS ............................. ......... ..................................................... 10 3.4 DESERTS ................................................................................................. .... 12 3.5 XERIC MOUNTAINS ..................................................................................... 14 3.6 MESIC MOUNTAINS ................................. ................................................... 16 4.0 CONSTRUCTION CROSSING A REGULATED WATER BODY .............................18 5.0 FINAL STABILIZATION ........................................ - ...... .......................................... 19 6.0 DEFINITIONS ...... - ................ ................................................................................... 21 7.0 REFERENCES .............. ........................................................................................... 22 TABLE PAGE LIST OF FIGURES FIGURE PAGE 1 GENERAL GEOGRAPHIC LOCATIONS WITHIN THE CONTINENTAL US RAPPS GUIDANCE .................................................................................................... 3 @ if w w LIST OF FIGURES FIGURE PAGE 1 GENERAL GEOGRAPHIC LOCATIONS WITHIN THE CONTINENTAL US RAPPS GUIDANCE .................................................................................................... 3 @ if LIST OF APPENDICES APPENDIX PAGE A DESCRIPTION OF R4PPS 1. Vegetative Cover ................................... .................. ........ --------'Ar1 2. --------------------------------/\-2 3. ---------------------------'/\-3 4. ------------------------------/\-4 5. --------------------------./\-5 6. ------------------------------/\-6 7. ------------------------------/\-7 8. ----------------/\-D 8. -----------------------'/\-S 10. ...... ........................................................................... Ar1O 11. Stabilized Construction Entrance --------------------'A-11 12. ------------------------Ar12 13. ----------------------A-13 14. -------------------------'Ar14 15. -----------------------A,15 16. -------------------A,16 17. ---------------------------A,17 B DIAGRAMS OFTYPICAL REGULATED WATER BODY CROSSINGS Trench Dewatering and Discharge ------------------------'B-1 Dewatering Structure -------------------------------'-- Typical Open Cut Flowing Stream Crossing Flume Pipe -------------.B-3 Typical Open Cut Minor Flowing Stream Crossing Dam and Pump -------'B-4 Post Construction Stream Bank Stabilization -------------------.B-5 Filter Baq Detail ..................................... ............................................. .................. B'8 Typical Open Cut Dry Stream Crosstg ----------------------B-7 Temporary Eguipment Crossing of Flowing Creek (Bridged) -----------. B -U C EPA'GDEFINITION C)F"WATERS {]FTHE US" FROM 4OC.F.R.1222 � The purpose of this document is to compile the various operating practices utilized by reasonable and prudent operators in the oil and gas industry to control erosion and sedimentation associated with storm water runoff from areas disturbed by clearing, grading, and excavating activities related to site preparation associated with oil and gas exploration, production processing, treatment, and transmission activities. Site preparation activities associated with such oil and gas activities are referred to in this document, consistent with EPA's terminology, as "oil and gas construction activities" or "construction activities." The operating practices used to control erosion and sedimentation from oil and gas site construction activities are referred to in this document as "Reasonable and Prudent Practices for Stabilization" or "RAPPS." In the preparation of this document, emphasis was placed on the selection and practical application of RAPPS, given a variety of basic physical circumstances. This document is provided as a tool to quickly evaluate which RAPPS may be useful at a given construction site. This document anticipates that the user will be prudent and exercise good judgment in evaluating site conditions and deciding which RAPPS or combination of RAPPS is to be used at a specific site. If the RAPPS selected are not effective to prevent discharges of potentially undesirable quantities of sediment to a regulated water body, different or additional RAPPS should be employed. There are several physical conditions that can affect the decision about which RAPPS will be effective at a given construction site. Two primary factors that are emphasized within this document are the proximity to a regulated water body and the amount of vegetative cover between the construction site and the regulated water body. Other physical considerations include the slope of the terrain, rainfall, and soil erodibility. For purposes of this guidance document, each of these physical features may further be defined with respect to a designated rank (i.e., slope 0 to 10% or vegetative cover 25 to 75%). Slope is defined as the amount of elevation gain over a given distance (vertical rise to horizontal run). A hill with 2 feet of elevation gain over 5 feet of horizontal distance has a slope of approximately 40%. A slope of 10% would require 2 feet of elevation gain per 20 feet of horizontal distance. The slope characteristic must be evaluated between the construction activity and the regulated water body. Vegetative cover is defined as the percentage of ground covered with primarily low -growing, herbaceous vegetation (grasses, forbs, and wildflowers). Shrubs and trees may provide some erosion control and filtration, but the amount of filtration is significantly less than that provided by low -growing herbaceous cover. For the purposes of this document, therefore, percentage cover of shrubs and trees should not be factored into the estimate of vegetative cover. RAPPS Final 5-10-04 @ 1 The following sections describe general geographical categories across the continental United States as outlined on Figure 1. These categories were defined taking into consideration general slope, annual rainfall, major soil types, and vegetative cover. RAPPS Final 5-10-04 @ The distance between a construction site and a regulated water body should be calculated from the closest boundary of land disturbance due to construction activity to the boundary of the regulated water body. Construction sites determined to be in excess of a minimum distance from a regulated water body for a particular geographical region will not typically require the implementation of any RAPPS. This identified minimum distance was determined using the assumed general physical characteristics for a particular geographical category but may differ within any given geographical category. The user should first determine which geographical category the construction project falls within, utilizing both the provided map and good field judgment. If local conditions in the immediate area do not meet the conditions described for the geographical category that would be indicated by the provided map, select a decision tree from another geographical category that better meets local conditions. If local conditions do not meet any of the mapped geographical category descriptions, the uset should use good judgment selecting RAPPS. Once the geographical category is determined, the user can determine if the assumptions outlined within that category fit the construction site. One to several physical conditions may be assumed to be constant within any given geographical category. Physical conditions that may not be assumed to be constant include slope, vegetative cover, and distance to regulated water. The area between the construction site and regulated water should be reviewed to determine approximate slope and the percentage of vegetative cover. These values will be utilized within the decision tree to determine a list of RAPPS to consider for that particular construction site. It should be noted that the list of RAPPS for any given pathway on the decision tree are simply suggestions of RAPPS alternatives, from which one or more of the listed techniques or practices may be selected for a given site under site-specific circumstances. Not all RAPPS listed will necessarily be required for any given project. In addition, the list of RAPPS for any given pathway on the decision tree may not exhaust all of the available RAPPS that may be effective for any given construction site. Other RAPPS, not listed in this document, may be beneficial for controlling surface water runoff from the construction site, in addition to or in lieu of the RAPPS listed in this document. RAPPS Final 5-10-04 @ RAPPS generally considered effective to prevent potentially undesirable quantities of sediment in storm water runoff from construction activities within these geographical categories are referenced within Appendix A of this document. Specific information (e.g., text description, limitations, and conceptual drawing) for each RAPPS is provided in Appendix A. RAPPS presented in Appendix A were derived from both common industry references provided in Section 4.0 of this document and from practical field experience. ' I ll 1; ly lig 1111111 Man* 10 lmli=�M 111=8� ii I;, IZ! 1 ;W3111114005111-1 111111 1 - I MY 02 IOT-4 MOT 1 . Determine geographical category that best fits local conditions using Figure 1 and field judgment. 2. Assure that assumptions for geographical category fit construction location. It local conditions do not meet assumptions, use good judgment to select RAPPS. 3. Review area between construction activity and regulated water body to determine distance to the regulated water body, approximate slope, and approximate vegetative cover. 4. Work through decision tree utilizing information from step 3. 5. Select RAPPS from the alternatives listed as being effective for a construction site under similar conditions of distance, slope, and vegetative cover (Note: no! all RAPPS alternatives listed will necessarily be required for effective storm water control). 6. Implement RAPPS in appropriate locations. 7. Begin construction. 8. Stabilize disturbed areas following completion of construction. RAPPS Final 5-10-04 @ rJ 3.1 COASTAL PLAINS Description Generally flat plains along coastal areas with a slope less than 10%; deep erodible soils; highly variable vegetation cover; and relatively high annual precipitation. the flat •s• • this region • with • herbaceous vegetation generally limits the opportunity for potentially undesirable quantities of sediment in storm water discharges to occur. Therefore, construction at oil and gas sites will not require the • of RAPPS if one • the following exists: 1 The construction site is located in excess of 100 feet from a regulated water body. 2. The area between the construction site and a regulated water body has a vegetative cover in excess of 75% AND the site is located in excess of 50 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.1-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes that slopes are flat (0 to 10%); annual rainfall is high (50 inches and above); and soils are generally highly erodible. PAPPS Final 5-10-04 @ 00 \\ \\ 0 \§x -//§ E �?\t )\j/ \{\)/ )tea §§\[7 meq- _= 4 �0 Dox <e;oy !/\j §/\ 0awa =wawa W P- l I'll,• Generally inland flat plains within the western portions of the US; slopes less than 40%; low soil erodibility-, highly variable vegetation cover; and relatively low annual precipitation. RM - This region typically has fewer rainfall events with lower total annual precipitation than does the Mesic Plains. Dominant soils are sand and rock. These factors reduce the opportunity for potentially undesirable quantities of sediment in storm water discharges to occur. Therefore, construction at oil and gas sites will not require the installation of RAPPS if one of the following exists: 1 The construction site is located in excess of 150 feet from a regulated water body. 2. The area between the construction site and a regulated water body has a vegetative cover in excess of 75% AND the site is located in excess of 50 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.2-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes that annual precipitation is low (less than 35 inches) and soils have generally low erodibility. RAPPS Final 5-10-04 @ 8 \ af] [ $¥77 e _0"0 ac® }o 0A=E0 it it Mg§ omzmeme mmz.iiIt §« ao(9m=eo »�2:.wElf 99me $ k§a) a/C3 E g &)(\/o%\ ®g (D 0) � ]�,j\1M § ,®"oo11 = z3oo*±ue £ 000aeo>� / \ ~\ 00 10 < R\0 CL E - x{ ±> \C/ )c - ; § 00 /t/ )))/^ �® \o - )D CL b:a \&7 <e75:! ( 0«/e« £zw Generally inland flat plains within the eastern portions of the US; slopes less than 40%; moderately erodible soils including clays and loams; highly variable vegetation cover; and moderate annual precipitation. r -M Since this region tends to have moderate annual precipitation, regular rainfall event and clay -and -loam -dominated soils that are somewhat erodible, the opportunity potentially undesirable quantities of sediment to be found in uncontrolled storm wat discharges from an oil and gas construction site is increased over the Xeric Plain Therefore, distance and slope are adjusted accordingly. Construction at oil and g sites will not require the installation of RAPPS if one of the following exists: I 1 The construction site is located in excess of 250 feet from a regulated water body. 2. The area between the construction site and a regulated water body has a vegetative cover in excess of 75% AND the site is located in excess of 100 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.3-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes that annual precipitation is moderate (35 inches and above) and soils have moderate erodibility. RAPPS Final 5-10-04 @ 10 \\ Cl) } /\ E\/ = ,o #z {fit 3\� ,0 §\2 \\\D \� :3 E/[/» <e,ey \J//§// £« )«»ea Description Lowlands of the southwestern US; slopes from 0 to 40%, but can be greater then 40%; shallow rocky or sandy soils with low erodibility, low to no vegetation cover; and low annual precipitation. The lack of significant annual rainfall and the infrequency of rainfall events along with sand -and -rock -dominated soils limit the amount of sediment in storm water discharges from an oil and gas construction site in this type of geographical region. Therefore, construction at oil and gas sites will not require the installation of RAPPS if one of the following exists: 2. The area between the construction site and a regulated water body has a slope of less than 10% AND the site is in excess of 50 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.4-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes vegetation cover is low (0 to 25% coverage); annual precipitation is low (less than 15 inches); and soils are primarily sand and rock. 040027.IM.FIN 0 12 ( ) \ \ \\ // /I ))\\e \�/� �\\2) =y{ }/{// #t)§ C: # :§. <:_ `>< \ 3aww )a±a< I Generally mountainous areas within the western US; slopes exceeding 10%; variable vegetation cover; shallow rocky soils with low erodibility; and low to moderate annual precipitation. RMT x4relme UTTA1121049 This region is dominated by very rocky, low-erodibility soils and typically only experiences rainfall events during warmer months. Snowmelt can cause erosion, but the opportunity for sediment in storm water runoff to be discharged to a regulated water body in undesirable quantities is low in comparison to the Mesic Mountains, and distance and slope are adjusted accordingly compared to the Mesic Mountains. Therefore, construction at oil and gas sites will not require the installation of RAPPS if one of the following exists: 1. The construction site is located in excess of 150 feet from a regulated water body. 2. The area between the construction site and a regulated water body has vegetative cover in excess of 75% AND the site is in excess of 75 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.5-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes annual precipitation is low to moderate (from 10 to 50 inches) and soils are primarily rock. RAPPS Final 5-10-04 © 14 : 0 \ \ \\ � e/ r; \\o \§(} ))\ \_®°E U) \ \ IL o { «2>=m 2&/ 0 o Qww z«ew§ Rolling highlands and steep mountains within the eastern and northwestern portions of the US; slopes exceeding 10%; variable vegetative cover; loamy soils with moderate erodibility; and very high annual precipitation. This region has high annual precipitation with frequent rainfall events. Additionally, vegetative cover tends to be dominated by forest, slopes are steep, and soils are dominated by loams. The opportunity for sediment to be discharged to a regulated water body in potentially undesirable quantities is increased over the Xeric and Mesic Plains and Xeric Mountains, and distance and slope for the Mesic Moutains are adjusted accordingly. Therefore, construction sites will not require the installation of RAPPS in the Mesic Mountains if one of the following exists: 1. The construction site is located in excess of 250 feet from a regulated water body. 2. The area between the construction site and a regulated water body has vegetative cover in excess of 75%; the slope is less than 40%; AND the site is in excess of 150 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.6-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes annual precipitation is high (in excess of 60 inches) and loamy soils are moderately erodible. RAPPS Final 5-10-04 @ 16 ( \E ��� #{3 !\( �))/) ®E/ \/ 2 2<2 )t§«= jL2�` &f§: °§ L) = i\0 ®e\f\\ k«w z EN:E2 Construction of crossing at regulated water bodies increases the opportunity for pollution entering these areas. Several listed RAPPS will likely be necessary for water protection given the particular circumstances. Appendix B includes some general diagrams indicating RAPPS used effectively to protect regulated waters during oil and gas construction activity. The general recommendations listed below should also be considered to help control discharges of sediment to the regulated water in undesirable quantities during construction at regulated water bodies. Generally, construction activities should be limited to the extent practicable within regulated waters. a Locate staging areas and spoil storage areas a minimum of 10feet from t,h,T-, water's edge. Additionally, good vegetative cover and/or sediment barrie will be needed between the stored spoil and regulated water. Operate tracked equipment on construction mats within regulated waters to limit soil compaction or disturbance within these areas. 1111 1111111111111111111111• 11 111!11 1 i1p 11 11' 1• a I -• ••• Cut vegetation at ground level and limit removal of root zones and stumps where possible. 50FINIMPITIT 1213MIT, =11 iiiil,iiilliiiii,ill,ii 140111111111111 - — 111211111111111111 Install temporary equipment crossings after initial clearing to allow for equipment access during construction. Flume pipe will be necessary at flowing streams. Stream flows at crossings should be flumed or dammed and pumped past th- • • onstructioarea. • Dewater trench in a manner to prevent sediment -laden water from entering the regulated water. Trench water should be pumped into an area with good vegetative cover or into a filter bag and dewatering structure. Water body banks should be stabilized following construction to prevent sloughing or erosion. RAPPS Final 5-10-04 @ 18 IP01IIIIIIIIIIIIII �W1' to I LVJ a Wd a ' :# Area of land disturbed during preparation of oil and gas sites or portiol thereof is considered "actively disturbed" during the time period starting with thr-1 commencement of land disturbing activities (such as clearing, grading, or excavati activities) until the area of land disturbed is in a state suitable for the use and capaci I for which it was intended and RAPPS have been implemented, if necessary. I RAPPS should be maintained in good condition for the area disturbed durin and after the period of active disturbance until final stabilization of the area disturbeI Final stabilization will limit and/or prevent potentially undesirable quantities of sedime from leaving the site in storm water runoff and entering a regulated water body. Fin stabilization can be achieved in several different fashions. After construction of roads and/or well or equipment pads is completed, the area covered by the road and/or equipment pad considered immediately and finally stabilized because of the placement of a base material on these areas, such as asphalt, caliche, rock, or just compaction of existing dirt in place. Once the base material is stabilized sufficiently for use in the use and capacity intended, it is considered finally stabilized. In disturbed areas within Coastal Plains, Mesic Plains, Mesic Mountains, and Xeric Mountains where no base material will be placed, the area disturbed is considered finally stabilized when a uniform perennial vegetative cover with a density of 70% of the native background vegetative cover is established. When background native vegetation cover is less than 100%, the amount of vegetative cover needed to meet stabilization criteria needs to be determined. For example (see diagram below), if the native background vegetative cover is estimated at 50%, then 70% of the original 50% vegetative cover must be established. This would mean the area disturbed would need 35% vegetative cover to be considered finally stabilized (0.70 x 0.50 = 0.35 or 35%). RAPPS Final 5-10-04 @ 19 Alternatively, for sites located within the Desert and Xeric Plains in disturbed areas where ©, base material will be placed, the area disturbed may be considered finally stabilized prior to obtaining 70% of the native background vegetative cover as long as the following alternative final stazation criteria are met- (1) Active disturbance of the land area to be considered stabilized has been completed, (2) RAPPS have •- s' -t d eseleted and installed appropriately, and (3) native se®■ has been dispersed in such a fashion as to be expected to achieve 70% background vegetative cover within 3 years under normal climate conditions for the region. 50% NATIVE BACKGROUND COVER RAPPS Final 5-10-04 @ 20 35Z STABILIZED COVER Concentrated Flow — water run-off with increased volume and velocity Construction Activity — construction activity including clearing, grading, and excavating operations that disturb land area, including construction of access roads, flow/gathering pipelines, well/tank battery pads, equipment/facility pads, regulated water body crossings RAPPS — Reasonable and Prudent Practices for Stabilization — device, method, or procedure used to prevent or reduce sediment from oil and gas construction activity from entering a regulated water body in undesirable quantities Regulated Water Body — A water body that is subject to the U.S. Environmental Protection Agency's (EPA's) jurisdiction under the Clean Water Act. EPA's jurisdiction extends over "waters of the U.S." EPA's definition of "waters of the U.S." is set out in Appendix C of this document. NOTE: If there is a water body in the vicinity of your construction site and you are not sure whether it is a "regulated water body," you should contact an environmental professional or attorney to help you make this evaluation. The definition of the phrase "waters of the U.S." has been extensively litigated, and there is a large body of case law interpreting it. The definition of "regulated water body" may, therefore, vary between different areas of the country, because the courts in different parts of the country have reached different conclusions about the extent of EPA's jurisdiction. Vegetative Cover — existing or planted low -growing, herbaceous plant species RAPPS Final 5-10-04 @ 21 Cooperative Extension Service, Division of Agricultural Sciences and Natural Resources. Oklahoma State University. Pollution Prevention at Exploration and Production Sites /n Oklahoma. Water Quality Series E-940. April 2002. North Carolina Sedimentation Control Commission; North Carolina Department of Natural Resources and Community Development; and North Carolina Agricultural Extension Service. Erosion and Sediment Control Planning and Design Manual. September 1988. US Department of Agriculture — Soil Conservation Service. Erosion and Sediment Control Guidelines for Developing Areas /nTexas. 1878. Alabama Soil and Water Conservation Committee. .4/abann8 Handbook for Erosion Control, Sediment Control, and ShoDmw8t8rMon8g808Dt on C0D8bocbon Sites and Urban ,4nm83. Volumes 1and 2. June 2003. US Environmental Protection Agency — National Pollutant Discharge Elimination System (NPDE8). Construction Site Storm Water Runoff Control. http://cfpub.epa.gov/npdes/stormwater/menuofbmps/con_site.cfm (12 Feb. 2004). Pennsylvania Department of Environmental Protection — Chapter 4' {]i| and Gas Management P[8CtiC8S. http://vvvvvdep.state. pa. ua/epa/dofeuIt. asp? P=fIdr2OO14SeOO5119DY65CfIdr2OO14Qe 10561a8Y65COdr20026f8082801d (12 Feb. 2004). West Virginia Department ofEnvironmental Protection —Office of Oil and Gas. http://www.dep.state.wv.us/publications.cfm?ssid=23 (12 Feb. 2004). Protecting Water {}U8|itv in Urban Areas: /\ Manual — Minnesota Pollution Control Agency. RAPPS Final 5-10-04 @ 22 Off, Jan -OW (RAPPS presented were derived from both common industry references provided in Section 4.0 of this document and from practical field experience) RAPPS Final 5-10-04 @ 1' VEGETATIVE COVER Vegetative cover is an effective n8LUna| means of filtering runoff and preventing erosion. Preservation of existing vegetation to the nnsmirnurn extent practicable keeps soils stabilized and provides a natural filter. The most effective vegetative cover consists of |om+grovving, herbaceous species with a high percentage of ground coverage. Shrubs and trees provide some means of preventing erosion; however, the filtering ability is greatly reduced. Limitations: Primarily filters sheet flow - KAininnunn width of vegetative strip dependent on slope (greater slope requires wider strip) - Vegetation must be established - High percentage ofground cover Installation: Limit vegetation clearing tothe extent practicable during construction - Plant fast-growing annual grasses for temporary controls - Plant perennial seed mixes recommended by the local soil conservation office Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines 15% COVER 50% COVER RAPPS Final 5-10-04 @ A-1 85% COVER NJ - 15% COVER 50% COVER RAPPS Final 5-10-04 @ A-1 85% COVER Mulching is the use of vegetative fibers (e.g., straw, wood Chioy) to minimize rainfall inlo8ot' reduce suspended solids from runoff, protect seeds from erosion, prevent moisture loss from soil, and reduce predation ofseeds bvbirds. Limitations: - Gradual slopes only Not for use immediately adjacent to wetlands or streams - Can be lost with sheet flow runoff Installation: -- - Chop orchip wood, etnavv or cellulose . - Mulch should beanchored bvcrimping Orother technique - Incorporate seed mix for permanent stabilization -- - Hydro -mulch can beapplied bvspraying � Construction Activity: RAPPS Final 5-10-04 @ A-2 3~ ROUGHENING /RGGN\ -' This technique uses the horizontal grooves created by tracks of construction equipment to reduce runoff flow velocities. Tracks are established on the slopes perpendicular to water Movv _ Limitations: - Not for use OD rocky slopes � May cause soil compaction which limits vegetation re -growth - Roughening may have to be re-established iflost due tO heavy sheet flow runoff ^- . |nStGU8d0D: ' Operate tracked equipment in a direction pona||e| to water flow as so to create tracks -- perpendicular towater flow Construction Activity: -- Access Roads, VVe||/TonhBattery Pada. and F|om/GotherinQPipe|iOes Iffiffily AM ON EQUIPMENT SLOPE � -01 � , Source: Pennsylvania Department mEnvironmental Quality, 000^ RAPPS Final 5-10-04 @ A-3 4. BRUSH PILES (113P) -- Brush piles can be used to filter sediment from runoff of construction sites with snnoU drainage areas on gradual slopes. _ Limitations: - Not effective on concentrated flows - Large amounts of brush are typically needed - Removal may be necessary after stabilization is complete |nat�Uo�on� ' Cut upbrush into small pieces and compact tightly -- - Avoid bulky material , - Eliminate large voids within pile - Pile brush up to 3feet high with a minimum width of5feet 3tbase -- - Anchor brush piles ' - The brush may basecured with photodegn]d8b|eliner fabric -- Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines RAPPS Final 5-10-04 0 A-4 5. (SB) This technique utilizes bound atnsvx bales to filter sediment from runoff ofsmall areas. Limitations: - Filters Sheet flow from small drainage areas - Short-term use - Decomposes Consumed by livestock - Removal ofanchor stakes will be necessary after stabilization is complete Installation: - Embed into trench Anchor with 2 support stakes - Compact backfill on upQradient side - Stnsvv b8|8e should extend across grade and ups|opefor short distance Use at outfall points from diversion dikes, turnouts, Etc. Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines w|nsonNYLON BOUND BALES PLACED ONTHE CONTOUR ANGLE FIRST sTAnETnvwAno PREVIOUSLY LAID BALE -..�---2RE-8ARSSTEEL PICKETS, OR ANCHORING DETAIL %'VIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 'WATER FLOIN ------znE-8ARS.STEEL PICKETS OR ZxZ' STAKES RAPPS Final 5-10-04 @ A-5 6. SILT FENCEIFABRIC (SIF) Silt fence/fabric is utilized to filter sediment from runoff of small areas. Silt fence/fabric may also be utilized as a perimeter control around the construction site when the site is relatively small. Limitations: - Not for Concentrated flows - Not for use in nmokv situations - F<eDlOV8| will be necessary after stabilization is COnnp|ute ' Not for large watersheds Installation: - Embed bottom of fabric into soil ' Support posts spaced no greater than 10 feet apart Compact backfill at base of fabric - Extend silt fence across grade and upe|upefor short distance Use at outfall points where concentrated f|ovvo are not expected Construction Activities: /\oueaa roado, well/tank battery pods. and flow/gathering pipelines MIN- POST / FILTER CLOTH ' __ZROUND EMBEDDED FILTER MINIMUM a'INTO GROUND 12' MIN. ~- MPPS Final 5-10-04 @ A-6 7' ROCK BERM (RB) This technique is useful to filter sediment from ooDQenLR]bed M0vvS and/or runoff ofmoderate grades and larger drainage areas. Additionally, rock berms may beutilized toreduce velocity of flows within COnStnJCt8d Ch3OOe|S. Limitations: - Availability of rock - Anchor rock into soil - Difficult toremove after construction - Require regular maintenance due tosediment build-up Installation: - Use medium to large diameter rock - May secure rock within woven wire sheathing but not required - Berm side slopes should be 3:1 or flatter Top ofberm should be@minimum Of2feet wide Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines ROCK BERM_FLOW ____� N.T.S. two CROSS SECTION N.T.S. 8, /D0A -- This technique may be used to collect runoff from undisturbed areas and divert around construction activity. Additionally, dikes are used to limit the accumulation of water volume by diverting runoff from construction area into a stabilized outlet or well -vegetated area. Limitations: Not for use oOconcentrated flows - May cause concentrated flows from sheet flow - Requires vegetative cover orother filter atdischarge point Installation: ' F�i|eand conopactsoil — Dike aideS|Opeashould be 2:1 or flatter Angle dike at approximately 300 to slope Increase frequency with increased slope -- - Outlet dike into well -vegetated area or install secondary control such as rock filter or straw bales Construction Activities: - Access roads, well/tank battery pads, and flow/gathering pipelines 2:1 SLOPE OR FLATTER ~^— EXISTING OR GRADED - ------- R/GHToc:41t1AY CROSS SECTION EDGE ornom --------- _--------- ----------- EDGE O= R.OAV ________ ___________eDosn=xox; oUTLET0*ToSTABILIZED AREA __-_-___-__'---____�__--� WATER FLOW unaunperOE ____________________ S'crFswcEoR STpmVVBALES '' � ' xswEEDED PLAN VIEW _____ RAPPS Final 5-10-04 Q A-8 9. ROAD SURFACE SLOPE <RDSS\ -- This technique sheds runoff water from rood surface into stabilized ditches or vegetation. Roads may becrowned, in-a|oped.orout-a|oped. Urnbatnna: ' Only sheds runoff collected from surface ofroad - May cause concentrated flows from sheet flow - Require vegetative ditches, turnouts, ond/ororoms'draina ' Installation: Compact soil 0rroad base material todirect runoff -- - Crowning design directs runoff to both sides of the nJ8d requiring 2 road -side ditches ' - |ns|opedesign directs runoff toward the hillside and requires cross -drain installation � ' Outslope design is most effective on moderate slopes with dense vegetative cover Construction Activity: � Access roads ' ROAD 10*0v a\ -- -� �,mv~ CROWN =Road -side � -- Road -side Ditch Ditch |NSLOpE 'm RAPPS Final 5-10-04 @ A-9 This technique captures and directs runoff from the road into vegetative filter strips 0[other filter system. Ridges and associated dips are constructed diagonally across and as part of the nD8d UrnbatoOS: - Size limited bvthe safe passage oftrucks and equipment - May cause concentrated flows from sheet fl0vve - Require vegetative cover Or other filter at discharge point Installation: -- - Need Lubedeep enough tocarry expected flow - Need tobewide enough koallow traffic topass - Increase frequency with increase slope -- - Pile and compact soil - Angle dips up to 25»t0 slope - Place rock at outlet Construction : � /\oueaonJ8dS ^— � _ ROCK RIP -RAP FILTER mom Source. Cooperative Extension Service, xo02. 11. STABILIZED CONSTRUCTION ENTRANCE Stabilized construction entrances limit the amount of tracked materials (mud and dust) from leaving the construction site. Mud and sediment are removed from vehicle tires when leaving the site aatires pass over rock pad. Limitations: Less effective with increased rain and mud - Additional sweeping Ofpaved road will benecessary - Removal necessary after completion ofconstruction - Availability of rock -- Installation: - Install atentrances/exits topaved roads - Place geoLexti|e filter fabric under medium to large diameter crushed rock -- - Length and width of entrance should be adequate to a||ovv large vehicles to access site -- Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines EXISTGROUI� anNG IEMENT EXISTING 12. (RQSID) -- This technique requires constructing channels parallel to roads. The ditches convey concentrated runoff of surface water from roads and surrounding areas to a stabilized area. Limitations: Erosion occurs within channel - Channel does not necessarily filter sediment from runoff Installation: - Excavate channel along roadside to a width and depth that can handle expected Oovva - Slope channels S0that water velocities donot cause excessive erosion - Shape and level channel removing excess spoil sOwater can flow - Vegetate o[line channel with material toprevent erosion Construction Activity: Acceaoroada Road -side Ditch Road -side Ditch PLAN VIEW m�-sid Road -side Bitch Ditch RAPPS Final 5-10-04 @ A-12 13, TURNOUTS OR WING DITCHES (TC) -' These structures are extensions Of road -aide ditches and will effectively remove run-off water from the ditch into well -stabilized areas. _ Limitations: - Gradual slopes only - Require vegetative cover or other filter a1 discharge point - Installation: ' Slope turnout gradually down from bottom of road ditch Angle turnout at approximately 300 to road ditch - Discharge turnout into well -vegetated area or install secondary control such as nock filter orstraw bales - Space turnouts according to slope - Construction Activities: Access roads _ TURNIOUTor Z__ WING DITCH WELL VEGETATED ROAD TURNOUTor ROCK RIP -RAP WING DITCH SLOPE Source: Cooperative Extension Service, 2002. _ _ _ RAPPS Final 5-10-04 @ A-13 14. CONSTRUCTION MATS (CM) This technique spreads the weight of construction equipment over o broad area to help prevent soil compaction and soil exposure. Limitations: - Useful Onwet, soggy, and/or inundated soils - Mats are bulky and difficult tomove - Does not filter sediment from runoff ' |nStGU8bOn: - Mats are constructed Oflarge timber tied together -- pNote are p|8C8d ahead of operating equipment to provide stable work area � Construction Activities: RAPPS Final 5-10-04 @ A-14 15' (CULV) This technique can be used to direct road -side ditch flow across road or may be used to direct atnsano flow under road or construction area. Culverts passing construction sites will allow for continued f|um/ of stream with minimal siltation. Limitations: Culverts may become clogged Nota sediment filter Installation: - Culverts may be steel, aluminum, or concrete - Culverts should be placed at surface grades to a||ovv normal low -flow vvoha[ to be C0OvuyeO Soil or road base should be compacted over culverts to a minimum of 12 inches Culvert size should beadequate toconvey anticipated flow ' Ditch plug will be needed within road -side ditch to direct water into culvert Culvert drop grade should beadequate tOconvey flows ' Increase frequency ofculverts with increased slope ' Rock rip -rap often needed atoutlet Construction Activities: Access roads and flow/gathering pipelines � _ - Ditch P|uO _ — ' N.T.S.CROSS SECTION RAPPS Final 5-10-04 Q A-15 � 16. (GEC) Gentexti|em are typically a porous fabric constructed of woven fibers. They are useful for stabilizing and preventing erosion on a|opea, especially adjacent to streams. _ Limitations: Decompose - Effectiveness depends on proper installation - Expensive Installation: ' Select appropriate fabric type for necessary purpose Smooth soil prior to installation ' Fabric needs 1ObeiDcontinuous contact with exposed soil ' Anchor fabric securely ' Apply seed prior to fabric installation for final stabilization of construction sites CODSt[U[tiOn Activities: RAPPS Final 5-10-04 0 A-16 17. SEDIMENT TRAPS (ST) This technique uses a basin or pond to hold sediment -laden water sothat sediment can settle and water is absorbed into the soil. Sediment traps are useful for construction sites where excessive runoff will need to be captured and filtered and other RAPPS are insufficient. Limitations: - Not for use inrocky situations Larger drainage areas require larger traps - Overflow can result during large rainfall events - Water will remain intrap for extended periods -- Installation: ' Excavate trap orbasin within area where runoff may b8directed toward ' Gides|npesshould bemachine compacted -- ' Gidee|opeeshould be2:1orflatter - Volume oftrap should handle runoff from 2-yeurstorm events ' ' Soil within trap should allow for water absorption, nObedrock -- - Construct spillway or outfall structure with rock rip -rap etoutlet / Construction Activities: RAPPS Final 5-10-04 0 A-17 I_i7''7WIMAT IV RAPPS Final 5-10-04 WATER FLOW EDGE OF R.O.W. -------------------- ------------------------- PLAN VIEW N.T.S. CONSTRUCTION NOTES: 1. DISCHARGE ONTO STABILIZED AREA (i.e. HEAVILY VEGETATED) 2. DISCHARGE LOCATION MUST BE A MIN IMLIM OF 25' FROM OPEN WATER BODY OR INTO DISCHARGE STRUCTURE. THE ARC HITECTIENGINEERASSUMES RESPON1111311TY FOR APPROPRIATE USE OFTHIS STANDARD. 0 ri o n - Environmental Services, Inc. RAPPS Final 5-10-04 @ B-1 FILTER FABRIC STAKED INTO CONSTRUCTION NOTES: 1. THIS DESIGN FOR FLAT OR RELATIVELY FLAT GROUND. 2. THIS DESIGN FOR SMALL DISCHARGES. THE ARCHITECTIENGINEER ASSUME$ RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. Ho Environmental Services, Inc. RAPPS Final 5-10-04 @ B-2 monflow u Ali,70i 14;11 L' 11,—tlzl 9 z111191,01 ztz EDGE OF R.O.W. WATER FLOW SANT] BAGS TO CHANNEL TOP OF BANK STREAM FLOW SPOIL PILE J, TRENCH PLUG I : j wil Z, 0 1 FLUME PIPE (APPROPRIATE SIZE) CONSTRUCTION NOTES: 1. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 10' FROM THE TOP OF THE BANK. 2. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 3. FLUME PIPE SHOULD ADEQUATELY CONVEY NORMAL STREAM FLOWS. THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OFTHIS STANDARD. 0 on - Environmental Services, Inc. RAPPS Final 5-10-04 @ B-3 • Lei; kold-j lk" L 4 111101i'l 1 4;J 1;J 11 IWU4iUl LL LL K SAND BAGS OR TEMPORARY EDGE OF R.O.W DAM TO DAM WATER WATER PUMP 7 SPOIL PILE SPO qLE 1 2,11 I X OPEN ...... TRENCH DISCHARGE"Al I m �— 1 SAND BAGS OR TEMPORARY HOSE IK DAM TO DAM WATER L-------- - ED4E-------- EDGE OF R.O.W. LL ir w 191 CONSTRUCTION NOTES: 1. REROUTE WATER VIA DAM AND PUMP. 2. EXCAVATE TRENCH. 3. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 10' FROM THE TOP OF BANK. 4. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 5. MONITOR PUMP(S) - REFUELING IN SPILL CONTAINMENT DEVICE. J [of -1 'E'sj;j 4 11 901, ; j• THE ARCHITECTAENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OFTHISSTANDARID. orl on, Environmental Services, Inc. RAPPS Final 5-10-04 0 B-4 0■ CROSS-SECTION I.T.S. NOTES: 1. GEOTEXTILES MUST BE SECURED. THE ARCHITECTIENGINEER ASWMES RESPONSIBILITY FOR APPROPRIATE USE OF TH IS STANDARD. Hon on - Environmental Services, Inc. RAPPS Final 5-10-04 © B-5 PLAN VIEW N.T.S. SET ON FILTER FABRIC IOSE CLAMP M FABRIC CROSS-SECTION N.T.S. CONSTRUCTION NOTES: 1. FILTER BAG SHOULD BE REPLACED WHEN SEDIMENT BUILD-UP OCCURS. THE ARCHITECTIENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OFTHISSTANDARD. o Hon on. Environmental Services, Inc. RAPPS Final 5-10-04 @ B-6 •r STAKES PUMP DISCHARGE • IA I ft III 41:141t-1 114 f -I 14 L �1 L CONSTRUCTION NOTES: 1. EXCAVATE TRENCH. 2. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 19 FROM THE TOP OF BANK 3. RAPPS, NEEDED BETWEEN SPOIL AND WATERBODY. 4. INSTALL FLUME PIPE TO CONVEY WATER FLOW, IF STREAM BEGINS TO FLOW DURING CONSTRUCTION. THE ARCHITECT)ENOINEER AMMES RESPONSIBILITY FOR APPROPRIATE USE OFTHIS STAN BARD, HLJO- on - Environmental Services, Inc. RAPPS Final 5-10-04 (D N OPEN TRENCH muazg���� Ill; V&-�Ji d -L 4 :fal J1 10i ; tol-: F SPOIL PILE ', -*-PPS WATER FLOW RAPP�� P EQUIPMENT PAD INSTALL RAPPS ----'-AS REQUIRED FLUMETYPEN.T.S. PL" VIEW 9:fN1 1101ACWT DAA EQUIPMENT CROSSING (TRAVEL LANE) wRibbihEb SECTION A -A N.T.S. CONSTRUCTION NOTES: 1. UTILIZE CULVERT PIPE(S) IF ADDITIONAL SUPPORT IS NEEDED. 2. ADDITIONAL EQUIPMENT PADS CAN BE PUT SIDE BY SIDE IF EXTRA WIDTH IS NEEDED. 3. EQUIPMENT PAD TYPICALLY CONSTRUCTED OF HARDWOOD. SHOULD ACCOMMODATE THE LARGEST EQUIPMENT USED. THE ARCHTECTIENGINEERASSUMES, RESPONSIBILITY FOR APPROPRIATE USE OF TH IS STANDARD. I! Ititol;4-1=1 AUA It Isj =I 0)� Hog n- 5 Environmental Services, Inc. RAPPS Final 5-10-04 @ B-8 APPENDIX C EPA'S DEFINITION OF "WATERS OF THE US" FROM 40 C.F.R. 122.2 RAPPS Final 5-10-04 @ [Code ofFederal Regulations] [Title 4O.Volume 19] — [Revised anofJuly 1.2003] From the U.S.Government Printing Office via GPO Access [CITE: 40CFR122.2] [Page 134-141] III IN MEARM =191 IV" 0ffl PART 122—EPAADMINISTERED PERMIT PROGRAMS: THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM --Table of Contents Subpart A --Definitions and General Program Requirements Sec. 122.2 Definitions. The following definitions apply to parts 122. 123' and 124. Terms not defined inthis section have the meaning given bvC\8AA.When 8 defined term appears inadefinition, the defined term issometimes placed in quotation marks Gaanaid to readers. Waters 0fthe United States orwaters 0fthe U.G.means: /a\All waters which are currently used, were used inthe past, Or may be susceptible to use in interstate or foreign CoDlDl8[Ce. including all waters which aro subject to the ebb and flow of the tide; (b) All interstate waters, including intaratote"wet|endS;" (o) All other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, aondf|ate. "weUondS'" sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds the use, degradation, ordestruction ofwhich would affect orcould affect interstate or foreign commerce including any such waters: /1\ Which are O[could be used by interstate o[foreign travelers for recreational orother purposes; (2) From which fish or shellfish are or could betaken and sold in interstate or foreign commerce; or /5\Which are used O[could beused for industrial purposes by industries ininterstate CO[O[ner��� . /d\ All iDOp0UDdOn8ntS of waters otherwise defined as waters of the United States under this defiDitiOO� . (e) Tributaries ofwaters identified inparagraphs (a)through (d) nfthis definition� . A0Thet�nitOha|a�8�' and `` (g) "Wetlands" adjacent to waters (other than waters that are themselves wetlands) identified inparagraphs (a)through hDofthis Waste treatment systems, including treatment ponds or lagoons designed RAPPS Final 5-10-04 @ C-1 tomeet the requirements VfCVVA(other than cooling ponds aadefined in 4OCFR 423.11/nn\which also meet the criteria ofthis definition) are not waters of the United States. This exC|USiOO applies only to nnenDl3de bodies ofwater which neither were originally created inwaters ofthe United States (such 8Sdisposal area iDwetlands) nor resulted from the impoundment ofwaters ofthe United States. [See Note 1 of this seotion.] Waters ofthe United States donot include prior converted cropland. Notwithstanding the determination of an anae'o status as prior converted cropland byany other federal agency, for the purposes ofthe Clean Water Act, the final authority regarding [[Page 141]] Clean Water Act jurisdiction remains with EPA. Wetlands means those areas that are inundated orsaturated bv surface Orgroundwater 8t8frequency and duration sufficient to support, and that under normal circumstances d0support, 2prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, noBrSheo' bogs, and similar areas. Whole effluent toxicity means the aggregate toxic effect Of8D effluent measured directly byetoxicity test. Note: /#45FR48O2O'July 21.198O'the Environmental Protection Agency suspended until further notice in Sec. 122.2, the last sentence, beginning "This exclusion applies . . ." in the definition of "Waters ofthe United 8tateo.''This revision continues that auspenaion.\1\ \1\ Editorial Note: The words "This revision" refer to the document published et48FR14153'Apr. 1.19R3. (Clean Water Act (33 U.S.C. 1251 et seq]'Safe Drinking Water Act (42 U.S.C. 300f et seq.), Clean Air Act (42 U.G.C. 7401 et seq.), Resource Conservation and Recovery Act (42 U.S.C. 0901 ftseq]) [48 FR 14153, Apr. 1, 1983, as amended at 48 FR 39619, Sept. 1, 1983; 50 RAPPS Final 5-10-04 0 C-2 Lmoit ACORD CERTIFICATE OF LIABILITY INSURANCE X11 008 ' PRODUCER (405) 235-6633 FAX: (405) 235-6634 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Meyers -Reynolds & Associates ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1230 N. Robinson Ave ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Oklahoma City, OK 73154 linda@m:rains.com INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Liberty Mutual Ins. Co. Chesapeake Operating, Inc. INSURERRAEGIS Limited P.O. Box- 18496 INSURER c: American Int°l. Grou Oklahoma City, OK 73154-0496 INSURER INSURER E. COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADUL INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YY POLICY EXPIRATION DATE MM/DD/YY LIMITS INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE GENERAL LIABILITY Mark Bush/MALADY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ X COMMERCIAL GENERAL LIABILITY SELF INSURED CLAIMS MADE FIOCCUR MED EXP (Any one person $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'LAGGREGATE LIMIT APPLIES PER : PRODUCTS - COMP/OPAGG $ PRO - POLICY JECT LOC AUTOMOBILE LIABILITY X ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ A ALL OWNED AUTOS SCHEDULED AUTOS AS1691522861038 7/1/2008 7/1/2009 BODILY INJURY $ (Per accident) X HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 6,000,000 OCCUR OCLAIMS MADE AGGREGATE $ 6,000,000 $ B DEDUCTIBLE Ix X0630AlA08 7/1/2008 7/1/2009 $ RETENTION $1,000,000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE ALL STATES EXCEPT SELF INSURED IN OK & WV X WC STATUS O TH- TORY LIMITS ERR E.L. EACH ACCIDENT $ 1,000,000 E. L. DISEASE - EA EMPLOYEE$ 1,000,000 OFFICER/MEMBEREXCLUDED? WAl-69D-522861-068 6/30/2008 07/1/2009 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 1 , 000 , 000 OTHER C Pollution Liability PLC6207816 7/1/2008 7/1/2009 Each Incident $6,000,000 A2gregate $6,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS The City of Grapevine, its officials, employees, agents and officers are included as Additional Insureds, except Workers' Compensation provided a Waiver of Subrogation on all coverages as required by written agreement. CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001/08) INS025 (0108).08a © ACORD CORPORATION 1988 Page 1 of 2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Grapevine, Texas EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Public Works Department 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT 200 South Main Street First Floor FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE Grapevine, TX 76051 INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Mark Bush/MALADY ACORD 25 (2001/08) INS025 (0108).08a © ACORD CORPORATION 1988 Page 1 of 2 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). t The Certificate of Insurance on the reverse side of this form 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 (2001/08) INS025 (0108).08a Page 2 of 2 KNOW ALL BY THESE PRESENTS, That we, Chesapeake Operating, Inc. as Principal, and the RLI Insurance Company an Illinois corporation, as Surety, are held and firmly bound unto City of Grapevine, Texas as Obligee, in the sum of Two Hundred Fifty Thousand and No/100 ----- Dollars ($250.000.00 ----------) 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. WHEREAS, the Principal has been or is about to be granted a permit to access roads within the City of Grapevine, Texas by the Obligee. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Principal shall 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; in no event shall the liability hereunder exceed the penal sum hereof. PROVIDED AND SUBJECT TO THE CONDITIONS PRECEDENT: 1. This obligation may be canceled by the Surety by giving thirty (30) days notice in writing of its intention to do so to the Obligee, and the Surety shall be relieved of any further liability under this Bond thirty (30) days after receipt of said notice by the Obligee, except for defaults occurring prior thereto. 2. Any claim must be presented in writing to RLI Insurance Company to the attention of Greg E. Chilson, 8 Greenway Plaza, Suite 400, Houston, Texas 77046. 3. Surety shall have no obligation to the Principal, the Obligee or any other person or entity for any loss suffered by the Principal, the Obligee or any other person or entity by reason of acts or omissions which are or could be covered by the Obligee's or the Principal's general liability insurance, products liability insurance, completed operations insurance or any other insurance. 4. No right or action shall accrue under this Bond to or for the use or benefit of anyone other than the named Obligee. 5. The Obligee will issue a release of this Bond within a reasonable period, but in no instance longer than thirty (30) days after termination of the Permit. IN WITNESS WHEREOF, the above bound parties have executed this instrument under their several seals this 11th da of May 2007, the name and corporate seal of each corporate party being hereto affixed and those presents duly signe��ati�°7° rsigned representative pursuant to authority of its governing body. K,,,,,. pec CpRPp'~.. q� GhPsanQakP nnp.ratinn Inr. G) c In RLI Insurance Company 8 Greenway Plaza, Suite 400 Houston TX 77046 � (-)&L Surety By Greg E. Chilson, Attorney -in -Fact RLI Surety I A Division of RL/ Insurance Company 9025 North Lindbergh Dr. e Peoria, IL. 61615 (309) 692-1000 or (800) 645-2402 Know All Men by These resents: RLB0010376 POWER OF ATTORNEY RLI Insurance CompanyI That the RIA INSURANCE COMPANY, it corporation organized and existing under the laws of the State of Illinois, and authorized and licensed to do business in all states and the District of Columbia does hereby make, constitute and appoint: CRE( E. CHII,SON in the City of HOUSTON , State of TEXAS , as Attorney -in -Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed, all of the following classes of documents to -wit: $250,000.00 Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity; policies indemnifying employers against loss or damage caused by the misconduct of their employees; official, bail and surety and fidelity bonds. Indemnity in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waivers to modify or change or extend any bond or document executed for this Company, and to compromise and settle any and all claims or demands made or existing against said Company. The RIA INSURANCE COMPANY further certifies that the following is a true and exact copy of a Resolution adopted by the Board of Directors of RLI Insurance Company• and novv in force to -wit: "Alt bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer. or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys -in -Fact or Agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings. Powers of Attorney, or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." (Blue shaded areas ahove indicate authenticity) IN WITNESS WHEREOF, the RIA Insurance Company has caused these presents to be executed by its ___..1'R_F,SI_I)ENT_...__with its corporate seal affixed this ATTEST: Corporate Secretary State of Illinois ) I SS County of Peoria \%%\,111111111///1// yp,N CC e RLI IN. fU Ncl, cr MPANY SEAL _— _ President ////111111111\0 On this 11 day of May, 2007 before me, a Notary Public, personally appeared Michael J. Stone and Jean M. Stephenson. who being by me duly sworn, acknowledged that they signed the above Powerof Attorney as President and Corporate Secretary, respectively, of the said RLI INSURANCE COMPANY, and acknowledged said instrument to be the voluntary act and deed of said corporation. SPA026 (11/05) r Exhibit J Water We will be using water from a nearby frac pond. PERMIAN BASIN 8300 us so MIDLAND, TX 79706 432.S63-1039 - PHONE 432.563-1079 - FAX F -Al MAL r\ Dudtey J. Primeaux 11, is the foremost sought after expert in the science associated with the Modified Polymer Membrane used in the proprietary application developed in joint alliance with BBL Falcon Industries, LTD and VersaFlex Incorporated. He is named inventor on 25 US patents and 8 European pat- ents in polyurethane and polyurea foam applications, as well as polyurea spray and elastomer systems/applications. Dudley is fondly known as the "Father" of Spray Polyurea Elastomer Tech- nology throughout the world, and has authored over 35 techni- cal publications on the subject. He is also one of 227 people worldwide that is certified under SSPC: The Society for Protec- tive Coatings, Protective Coatings Specialist (PCS). Mr. Primeaux has worked closely in the joint alliance initiative with VersaFlex and BBL Falcon to develop specific blends for oil and gas production storage and secondary containment needs. The joint research and development program, started in 2004, has produced a 0% failure rate in the last 18 months. Mr. Primeaux comments that"BBL Falcon Industries has led the advancement of modified polymer solutions for high pressure spray liner applications into the oil and gas industry. Their lead- ership role and commitment to R &D for the advancement of environmental solutions and methods for the oil and gas indus- try is second to none. The steps they are taking directly support the needs of the industry's SPCC initiatives. I am very proud to have played a part in the technological breakthrough that has led to this industry leading technology and will continue to support BBn efforts here, as well as new environmental technology areas related to the oil and gas industry." www.primeauxassociates.com Components Summary: Custom galvanized metal walls 3x1 -1I2 rectangular tubing Non -woven geotextile felt Ready mix concrete 100% polyurea BBL Falcon hidUstrieS 2242 East Hwy 380 Decatur, Texas 76234 Direct: 940-627-1400 Fax: 940-627-1814 Custom galvanized metal walls - Size: 22ga. thickness 27" tall x 16' 3" length - Properties: physical properties available upon request 3x1-1/2 rectangular tubing - Size: 48" length (083) wall thickness Properties: ASTM carbon steel, MTR's available upon request Non -woven geotextile felt - Size: 16oz. 15' wide Properties: physical properties available upon request. 100% polyurea- Please refer to product data sheet in sales booklet Note: Holes are dug on four foot centers and are appox 21" deep, 8" diameter and filled with eighty pounds of ready mix concrete. Any questions please contact Kenny McCollum cr 432-770-5664 or L-iiiecolluiu a`ibblfalcon.com This docLunent is provided by BBL Falcon Industries for the exclusive use of Chesapeake Energy and it's employees. PERMIAN BASINFORT WORTH BASIN 8300 US 80 1313 2242 EAST Hwy. 380 1, MPAILCOn MIDLAND, TX 79706 DECATUR, TX76234 432.563-1039 - PHONE 940.627-1400 - PHONE 432.563-1079 - FAX inDUIC :1 i Em .11 940.627-1814 - FAX BBL:FSSSODM PRODUCT DATA SHEET SPRAY MODIFIED POLY111M Product Description: BBL:FSS50DM is a fast set, rapid curing, 100% solids, flexible, two -component modified polymer elastomer lining material. BBL: FSS50DM is used by itself or in combination with other materials to produce liners, wearing courses, and resilient surfaces on metal and other substrates. Its extremely fast gel time makes it suitable for applications down to -20°F without special conditioning of the component resins and isocyanates. BBL:FSS50DM produces an extremely tough film at all thicknesses. Single or multiple pass applications produce films from 10 mils to 1000 mils without appreciable sag or runs. BBL:FSS50DM may be applied in all positions and to any suitably prepared substrate. BBL:FSS50DM is inert, it will not hydrolyze, leach, or contaminate other materials, and is bondable and paintable. BBL:FSS50DM is relatively moisture and temperature insensitive, allowing application in the most problem- atic ambient conditions. BBL:FSS50DM is available in special formulations for use as cathodic disbondment resistant membrane. Uses: BBL:FSS50DM is a superior metal lining material designed specifically for industrial applications receiving con- stant or intermittent attack from contained materials, most corrosive substances, and abrasive action. BBL:FSS50DM is flexible, accommodating movement of the substrate, yet strong enough to remain intact under all conditions except major structural dislocations. With or without reinforcements, BBL:FSS50DM may be used in transitional areas with confi- dence. BBL:FSS50DM may be used in interior or exterior applications. BBL:FSS50DM is recommended for repair of other films, may be applied to metal and other substrates, in new construction and in cold weather conditions. Ideal for Applications In: - Industrial facilities - Water and waste water treatment - Secondary containment - Manufacturing facilities - Cold storage facilities - Refineries - Conventional & nuclear power plants - Food processing facilities - Fertilizer and other process plants - Marine environments - Pulp and paper mills - Mining operations - Oil and gas transmission pipelines - Bottling and canning facilities + Structural steel applications Advantages: 4 100% solids, meets VOC regulations • Non -catalysed, non-reactive • Flexible, 250% elongation • Excellent thermal stability • Heat of deflection 250°F, no load • Glass transition temperatures -85°F and 450°F • Generally suitable for use when pH ranges from 4 -11 • Good resistance to a wide range of chemical attack • Coat most metals without primer • Low permeance rate • Seamless elastomer • Remains flexible in cold temperatures • Return project to service in 60 minutes • Cures from -20°F to 225°F - Odorless, no toxic vapors - USDA approved 1 of 3 2MMEMUE= Cured Film Properties Test Method Typical Value Solids content lob% Shore hardness ASTM D2240 50D Eloniation ASTM D638 250% e strength, psi Tensile ASTM D638 2125 100% modulus, psi ASTM D638 1440 Tear strength, pfi, Die C ASTM D624 390 Taber abrasion, mg wt loss ASTM D4060 250 "00' "ns, 1000 revs, H-18 wheels) Moisture vapor transmission, perms ASTM E96 0.025 Gel time 2 seconds Tack free 15 seconds Open to use 60 minutes Limitations: BBL: FSS50DM should not be used for direct contact with extremely high or low pH attack. Composite systems are available. Packaging.. Available in drum kits. Mixing: BBL:FSS50DM must be spray applied using approved equipment. Use 1-1 ratio pump, with appropriate material heat- ers, as required for individual application, Colors: Standard colors are White, Desert Tan, and Enviro Green. Ocher colors available upon request. Shelf Life: One year, in original, unopened factory containers, under normal storage conditions of 55°F to 95°F Clean Up. - Cu red product may be disposed of without restriction. Excess liquid W and 'B' material should be mixed together and allowed to cure, then disposed of in the normal manner. Product containers that are"drip free" may be disposed of accord- ing to local, state, and federal laws. Safety-, Basic safety for personal protection is- - Long -sleeve overalls or disposable Tyvex overalls, - Rubber gloves. - Splash shield or safety glasses with splash guards. - Do not take internally ® Rubber or leather boots. - Do not use near high heat or open flame. ® Keep out of the reach of children. PERMIAN BASIN FORT WORTH BASIN 8300 US 80 BBL 2242 EAST HWY. 380 MIDLAND, TX 79706 LCOn DECATUR, TX76234 432.563-1039 - PHONE940-627-1400 - PHONE 432.S63-1079 FAX inDUSEL :1 ® En 1 940.627-1814 - FAX BBL:FSS45DC PRODUCT DATA SHEET SPRAY MODIFIED POLYMER Product Description: BBL:FSS45DC is a fast set, rapid curing, 100% solids, flexible, two component modified polymer elastomer lining material. BBL:FSS45DC is used by itself or in combination with other materials to produce liners, wearing courses, and resilient surfaces on concrete and other substrates. Its extremely fast gel time makes it suitable for applications down to -20°F without special conditioning of the component resins and isocyanates. BBL: FSS45DC produces an extremely tough film at all thicknesses, Single or multiple pass applications produce films from 10 rnits to 1000 mils without appreciable sag or runs. BBL: FSS45DC may be applied in all positions and to any suitably prepared substrate. BBL:FSS45DC is inert, it will not hydrolyze, leach, or contaminate other materials, and is bondable and paintable. BBL:FSS45DC is relatively moisture and temperature insensitive, allowing application in the most problem- atic ambient conditions. Note: Depending on particular installation parameters, BBL:FSS45DC can be formulated to achieve a range of ini- tial gel times, allowing for flatter surface characteristics, increased wetting, and some over-spray control. The differ- ences in formulation will result in very slight differences in cured system properties. All formulated versions of the BBL:FSS45DC system will obtain cured properties within the ranges indicated herein. Additionally, differences in field equiprnent processing may have effects on interim and final system properties. Uses: BBL:FSS45DC is a superior lining material designed specifically for industrial applications receiving constant or intermittent attack from contained materials, subsurface hydrostatic pressure, most corrosive substances, and abrasive action. BBL:FSS45DC is flexible, accommodating movement of the substrate, yet strong enough to remain intact under all condi- tions except major structural. dislocations. With or without reinforcements, BBL: FSS45DC may be used in transitional areas with confidence. BBL:FSS45DC may be used in interior or exterior applications, BBL: FSS45DC is recommended for repair of other films, may be applied to concrete and other substrates, in new construction and in cold weather conditions, cold storage facilities, freezers, and food processing plants where time and temperature are serious concerns. Ideal For Applications In: • Industrial facilities - Water and waste water treatment - Secondary containment • Parking garage decks - Cold storage facilities - Refineries • Warehouse floors - Food processing facilities - Fertilizer and other process plants Below grade waterproofing - Pulp and paper mills - Mining operations, landfill containment • Above grade darnpproofing - Bottling and canning facilities - Airports Manufacturing facilities - Walkways and balconies - Freezers Advantages: - 100% solids, meets VOC regulations - Flexible, 450% to 520% elongation - Excellent thermal stability - Heat of deflection 250°F, no load - Glass transition temperatures -85°F and 450°F - Generally suitable for use when pH ranges from 4 -11 - Good resistance to a wide range of chemical attack - Non -catalysed, non-reactive - Low permeance rate - Seamless elastomer - Remains flexible in cold temperatures - Return project to service in 60 minutes - Cures from -20°F to 225°F - Odorless, no toxic vapors - USDA approved 1 of 3 MEMO= Cured Film Emperties Test Method Typical Value Solids content Shore hardness ASTM D2240 45D Elonation ASTM D638 450-520% Tensile strength, psi ASTM D638 1950-2350 100% modulus, psi ASTM D638 960 300% modulus, ppsi ASTM D638 1450 Tear strength, p i, Die C ASTM D624 430 Taber abrasion, mg -,vt loss ASTM D4060 180 (1100grneis, 1000 revs, H-18 wheels) Moistvapor transmission, perms ASTM E96 0.025 Get time 8-50 seconds Tack free 25-90 seconds Open to traffic 60-120 minutes Limitations'. BBL:FSS45DC should not be used for direct contact with extremely high or low pH attack. Compositesystemsare available. Coverage Rates: Mixingo. BBL:FSS45DC must be spray applied using approved equipment. Use 1:1 ratio pump, with appropriate material heaters, as required for individual application. Colors: Standard colors are White, Desert Tan, and Enviro Green. Other colors available upon request. Shelf Life. - One year, in original, unopened factory containers, under normal storage conditions of 55°F to 95'r-. Clean Up: Cured product may be disposed of without restriction. Excess liquid A and V material should be mixed together and allowed to cure, then disposed of in the normal manner. Product containers that are"drip free" may be disposed of ac- cording to local, state, and federal laws. Safety.. Basic safety for personal protection is: - Long -sleeve overalls or disposable Tyvex overalls. - Do not take internally. - Rubber gloves. - Do not use near high heat or open flame, Rubber or leather boots, ® Keep out of the reach of children. Splash shield or safety glasses with splash guards. PERMIAN BASIN 8300 US 80 MjDLAmD, TX 79706 432.563-1039 - PHONE I 432.S63-1079 - FAX FoRTWoRTH BASIN 2242 EAST HWY. 380 DECATUR, TX 76234 940627-1400 - PHONE 940627-1814 - FAX Product Description: BBL:VF380 is a 100% solids elastomeric modified polymer developed for applications such as geotextile lining membranes. BBL-VF380 is a volatile free, odorless system applied 1:1 mix ratio with plural component spray equipment Apply at temperatures above -45'. Uses: BBL:VF380 provides less shrinkage with improved elongation characteristics. As a result, BBL:VF380 makes an excellent modified polymer for liners, geotextile linings, and applications where resilience and durability are required. BBL:VF380 can be applied at a thickness of 10 to 200 mils in a single application. Ideal for Applications In: + Waterproofing membranes - Geotextile linings Advantages: - 100% solids 1:1 mix ratio by volume Rapid cure Physical Properties: - Foam linings - Flexible membranes - Immediate return to service , Excellent cathodic disbondment properties - Applied by plural component spray (Typical) 1:1 Mix Ratio Cured Film Properties Test Method Solid- content Shore A hardness ASTM D2240 Elongation ASTM D412 Tensile strength, psi ASTM D412 Moisture vapor transmission ASTM E96 Flexibility ASTM D2794 Gel time Tack free • Liners • Metal Parts - Odorless -NoVOCs Tvoical Value 80-85 650% 2500-3000 psi 0.02 perm >160in-lb 12 seconds 18 seconds Limitations: BBL:VF380 should not be used for direct contact with extremely high or low pH attack. Composite systems are available. 1 of 3 MII���� Coverage Rates- Tbeoretical Square Feet Per Gallon Mils 10 15 5060 80 100 125 160 107 32 1 27 1 20 16 3 1 If , Note: 1604 mil inches per gallon. Totally dependent on substrate texture and condition, Packaging: One Hundred Ten Gallon Kit: 55 gallons of W side and 55 gallons of 'B' side. - Drum containers filled by weight, vol- ume is closely approximate. Mixing.. BBL:VF380 must be spray applied using approved equipment. Use 1:1 ratio pump, with appropriate material heaters, as required for individual application. Colors: Standard color is charcoal gray, light gray, or black. Other colors available upon request. Shelf Life: One year, in original, unopened factory containers, under normal storage conditions of 55°F to 95T Clean Up: Cured product may be disposed of without restriction. Excess liquid A and 'B' material should be mixed together and allowed to cure, then disposed of in the normal manner. Product containers that are"drip free" may be disposed of accord- ing to local, state, and federal laws, Safety: Basic safety for personal protection is: - Long -sleeve overalls or disposable Tyvex overalls. - Rubber or leather boots. - Rubber gloves. - Do not use near high heat or open flame. - Splash shield or safety glasses with splash guards. ® Keep out of the reach of children. - Do not take internally. 2 o 3 A. C. STONE NORTH PAD PRELIMINARY DRAINAGE / APPROX. LOCATION \� OF THE 100' TEXAS / POWER & LIGHT CO. EASEMENT / / VOLD.R. 4034, PG. 231 [NFORMATION FROM FEMA / / (( MAP NO. 48439CO215 H/ / AUGUST 2, 1995 / \ 920 FEET ` J a I 14' NIDE AdCESS ROAD I I I� � � � i I I I I I I I I I � I I 302.60' 12' UTILITY EASEMENT S88°56'08"W �J 193.81' 22' UTILITY EASEMENT 1 -STORY BLDG T SCALE IN FEET 0 100 200 SCALE 1"= 200' N N xo� \� V) o �10' UTILITY \ -VIP EASEMENT \ \`f4F �15' UTILITY\\ \l EASEMENT(r �\ I �I Ii �I STORY BLDG it Since no proposed well bores are within 100 feet of any type of surface water conveyance, an approximate flood study was prepared showing the effects of the well boring on the adjacent drainage channels. Runoff from the area that includes the A. C. Stone North pad flows to on unnamed drainage channel west of the pad. At The lowest edge of the pad the elevation is 570 and the elevation of the channel bottom is 553, a 17 foot difference. The channel drains an area greater than the area of the pad, but the pad is in no danger of being flooded. Am P i H E x f Ff L Amm Z Y F A w94m F h i it rygu � i h E l� i i s g , k. GRAPEVINE, t C�OM�PANY LOCATION MAP FORT WORTH I o h n s i 'ill # Z E P E, DA'm 355 MCCRE & BRU Z 5 LL DALLASI 75238 CASE NAME: Chesapeake Energy CASE NUMBER: LOCATION: 2551 Stone Myers"'R a Lot 1z Block 1 A.C. St r� MAYOR ARY w DATE: ri f8 ` PLANNING D Z: G COMMISSION kA !HARMAN S: ET: OF 8 �3 �E APP 4, IOES NOT AUTHORIZE ANY WORK FLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES ❑ Sewer Tro i I eir ................. 0 Fresh Woi,or Sewer 1,250 Gal L2 3, 000 Go I Pum X X _X —X— X X X1 I— X X X X X — X __ X — X — X— ?fes 0, NOTES: AC STONE (STATE (REMAINDER TRACT) BASIS OF BEARING IS THE DFW AIRPORT VOL. 2009, PG. 23 SURFACE 88 COORDINATE SYSTEM (DFW88). D. R - T T. ALL EASEMENTS ARE IN THEIR APPROXIMATE LOCATION BASED ON DEED INFORMATION. PROPOSED EASEMENTS MAY NOT BE DEPICTED �`��o. DRILLING DETAIL SRF THIS PROPERTY IS CURRENTLY ZONED "BP" FOR % BUSINESS PARK DISTRICT. SCALE 1//_ 50/ THIS PROPERTY IS DETERMINED TO BE OUTSIDEI'z -RF S, !' W RPLS 5509 THE 500 -YEAR FLOODPLAIN ZONE X BASED ON YEL CAP THE FEMA FLOOD MAP PANEL 215 OF 295, + 4- + X X o Y MJD PUMP WdD PUIMP X L= ;"O HOUSE X X WELL PAD BOUNDARY >< 1 H gl X BAS RY FLOOR 0 SETBAC FLOOR BASE X 20 + X + X PIPE RACKS PIPE PA -KS +II + L X 6' CHAIN LINK FENCE Al X EDGE OF LEVELED PAD X II X / I, I I X X 24' SECURITY GATE WITH KNOX BOX ACCESS X X Wash House Logger Superufsor Directional Tootpusher LCrew ❑ Sewer Tro i I eir ................. 0 Fresh Woi,or Sewer 1,250 Gal L2 3, 000 Go I Pum X X _X —X— X X X1 I— X X X X X — X __ X — X — X— ?fes 0, NOTES: AC STONE (STATE (REMAINDER TRACT) BASIS OF BEARING IS THE DFW AIRPORT VOL. 2009, PG. 23 SURFACE 88 COORDINATE SYSTEM (DFW88). D. R - T T. ALL EASEMENTS ARE IN THEIR APPROXIMATE LOCATION BASED ON DEED INFORMATION. PROPOSED EASEMENTS MAY NOT BE DEPICTED IN THIS DRAWING PENDING RELEASE OF INFORMATION FROM THE CITY OF GRAPEVINE.2R SRF THIS PROPERTY IS CURRENTLY ZONED "BP" FOR RPLS 5509 YEL CAP BUSINESS PARK DISTRICT. THIS PROPERTY IS DETERMINED TO BE OUTSIDEI'z -RF S, !' W RPLS 5509 THE 500 -YEAR FLOODPLAIN ZONE X BASED ON YEL CAP THE FEMA FLOOD MAP PANEL 215 OF 295, LO' MAP NUMBER 48439CO215 H DATED AUGUST 2, 1995. Iz— -_ — _ — — — — — / r THIS SURVEY WAS COMPLETED WITHOUT THE WESTPORT PARKWAY BENEFIT OF A TITLE REPORT. f STONE MYERS P ARKW (RIGHT OF WAY) 1NST. NO. D19820 HIGHWAY #157 D.R.T.C.T. JOINT VENTURE VOL. 10123, PG. 77 D.R.T.C.T. (7.77 AC) / o /f SRF W/ G&M YEL CAP SRF W/ G&M YEL CAP '/2" SRF W/ 0 G&M YEL CAP e �\� /�� tp ��9 \\ V � ,I O 6' �_---------- i Revision History 75' DF I NST; NAME AND ADDRESS OF CURRENT PROPERTY OWNER: ESTATE OF A.C. STONE. 2551 Stone Myers Parkway, Orc.Devine, TX 76051 NAME AND ADDRESS OF MINEPAL OWNER: WELL PAD BOUNDARY - ESTATE OF 4.C. STONE VOL. 2009, PG. 23 VOL. 2029� PG. 374 D.R.T T. (2,516,348 S'l- 57.77 A c: 6' CHAIN LINK FENCE AT EDGE OF LEVELED PAD ZONED BP E G&M YEL CAP 0 CATHARINE CLANTON SURVEY A-354 DFW AIRPORT P R 0 P ER I ES PROJE SITE L Parker I Memorial Cemetery GRAPEVtINE DALLAS -FORT WORTH INTERNATIONAL AIRPORT Ld o Ld a - II PROJECT VICINITY MAP — NOT TO SCALE SCALE 1 "= 100, j ��y 0 100 200 Notes: 10' UTILITY 1) Special Use Request ?????? is a requesttoallow for gas .,,#1 EASEMENT well drilling and production on non-residential zoned /41\ property. This property is currently zoned "CC" Community Commercial District. 2) Per the FEMA Mop Modernization Program (2007) there are no 10 LIT I L 1 TY EASEMENT flood plains associated with this site® 3) All survey data including property boundaries and utilities are based on a September 2008 survey conducted by AZ&8 LLC. 4) Knox box access to security gate will be provided to the Fire Dept. 5) No drilling, producing or other operations shall produce a sound level greater than 65dB(a) when measured at a distance ix of 300 feet from the boundary of the drill site or operation site, whichever is greater. A maximum sound level of 85dB(c) L — — — — — — — — — shall apply to formation fracturing when measured at a t_ distance of 300 feet from the boundary of the drill site or operation site, whichever is greater. No person shall operate or permit to operate in connection with the opera -lion of a producing well any -engine, compressor pressor or UTILITY motor driven machinery of any type which creates a sound EASEMENT level greater than 65dB(G) when measured at a distance of 300 feet from the boundary of the drill site or operation site, whichever is greater. The noise level shall be the average of sound level meter readings token consecutively at any given -!me from four- or more diametrically opposite positions, four feet above ground level, when measured at a distance of 300 feet from the production equipment. 6) The drill site shall at all times be Kept free of debris, pools o-F[water or other liquids, contaminated soil, weeds, brush, trash or ether ' waste material outside the drill site he- within a radius of 100 feet around any separators, tanks and Producing wells within the leased property. 7) There is no known existing storage tank or source of i ignition within 500feet. 8) Written notice will be given to all property owners within 1,000 feet 72 hours be -Fore the beginning o1l'the fracture process. The City will also be notified. STORY 9) A reduction of the 500 foot setback requirement from a property line relctiove to the eastern boundary line with BLDG DFW International Airport to allow a setback of 173'. 10) Water for drilling will come from nearby fire hydrants as shown on the plans. Water for tracing will come from the AC Stone South frac pond. CL (-a 0 < M�. 00 C\j, < 00 I a� I.- q, rn 0 C:) < n 10-0 1-- Cn Lai -------------------------------- --------------------------------------------- - — -- — -- — -- — ------ - — -- — -- — -- — -- —"X" -- — -- — -- — -- — -- — — — — — — — — --- — — — — — — — — — — -- — — — — — — — — — — "X"CUT ON CONCRETE AC_ STONE LEASE ilNE (NAD83 GRID) N 7,015,058.40 ST. LOUIS I-40NDSCAPE I E 2,400,962-03 PRODUCT'S I- P LOT 1RIB, LOCK 1R APPROX. LOCATION OF PAVESTONE " DUSTRIAL THE 100' TEXAS POWER CAB. A, S ---E 8170 i & LIGHT CO. EASEMENT P. R, T, C, T. VOL. 4034, PG, 231 (7.42 A D.R.T.C.T. & I C Sco I e., CHESAPEAKE OPERAJING, 11N Date o T 1 (11 DRILLING SIE PLAN Drown by., AC STONE NORTH (LAZY) CffesTe &1e Designed by: E IN' E ENERGY CITY OF GRAPEVI K C'hescpeake Energy Corporation TARRANT COUNTY9 TEXAhecked by: S 100 Energy Way Fort Worth, TX 76102 Drawing Name: MR, L-. Z -4.0y — CASE NAME: Chesapeake Energy CASE NUMBER: LOCATION: 2551 Stone Myers P Lot l , Block 1 A.C. Stone MAYOR S 'thy % S DATE* PLANNING AND 1300i Ail SS ION 9 TA IRAN N D J,,E N8 SHE�a F& APPRO L NOT AUTHORIZE ANY WORK IN -ON !LICT WITH ANY CODES OR ,I ORDINANCES, DEPARTMENT OF DEVELOPMENT SERVICES 1 100, Sheet No, 02-23-09 K DAILY K DAILY 2 of 8 L AVERY PRODUCTION DETAIL SCALE 1//- 50/ WELL PAD BOUNDARY THREE PHASE SEPARATOR 4' DIAM. & 14' LONG 0 171 TANKS ARE 10' DIAM. AND 8' IN HEIGHT METER RUN POLY FOAM SYSTEM LINE AND CUT-OFF SWITCH 13- WELL PAD BOUNDARY COTE WITH 24� SECHRIT I'l KNOX BO, ACCESS 0 6' MASONRY WALL AT EDGE OF LEVELED PAD A 1 H Revision History NAME AND ADDRESS OF CURRENT PROPERTY `_P,,�NER: ESTATE OF A. C. STONE - 1 2551 Stone Myers Parkway, -ieq TX 76051 NAME AND ADDRESS OF MIINIE,`,AL OWNER: ESTATE 07 A.r, ONE 2551 Stone Myers Parkway, Gi,-_,-.1ev!ne, TX '-'6051 "V NAME AND ADDRESS OF V1,INE__--,A1_ LESSEE, zj F CD (3 CHESAPEAKE 'EXPLORATION 1-DiAiT ED PARTNE -9 IP P.O. Box 1849�5. OklGhomc C*ty, OK 73 .f. toll : NAME AND ADDRESS OF GAS Ill OPERA TC` d CHESAPEAKE OPERATING, INC. 100 Energy Way, Fort TX 762 11 0 WELL PAD BOUNDARY 20'ESTATE OF A.C. STONE -gd- VOL. 2009, PG. 23 Ile CATHARINE CLANTON SURVEY A-354 DFW AIRPORT PROPERTIES 4 Los\DALLAS-FORT WORTH INTERNATIONAL AIRPORT PROJECT L LLJ qhs R > LJ N 360', Parker Memo r i a I cemeiery GRAPEVI , NE W VOL. 2029 ,"G. 374 �L,ALL -1 -1 1 r D. R T. N (2,516,348 �,-_/57.77 Ac '� 4p 6MASONRY WALL AT EDGE OF LEVELED PAD x I \ y� 0 100 200 1CL i0' UTILITY Notes: TANS ARE 10' DIAM. EASEMENT ``AND 18' IN HEIGHT 1) Special Use Request ?????? is to request to allow for gas 1H I well drilling and production on non-residential zoned property. This property is currently zoned ''CC" Community ZONED BP Commercial District. 'Pill 10' UTI1 L 0 1TY \'O,- EASEMENT 2) Per the FEMA Map Modernization Program (2007) there are no - -'---- - flSA ood plains associated with this site. 3) All survey data including property boundaries and utilities 300' THREE PHA$E- - are based on a September 2008 survey conducted by A�B,B LLC. 0 SEPARATOR POLY FCAMSYSTEM LINE 4) Knox box and key switch access to security gate will be Cjj7, r 4' DIAM. & 0- 14' LONG AND -OFF SWITCH METER RUN provided to the Fire Dept. 24' SFCLIP, ITY GATE 1 5) All storage tanks will be equipped with a BBL Falcon WITH KN OX BOX X NO PRODUCTION EQUIPMEN Industries or approved equivalent secondary containment ACCE84 SHALL BE PLACED IN THIS -- — — — — — — — — system that satisfies Sections 12-145, C. 7 & 8 of the City SS fol`- HATCHED AREA t of Grapevine's Oil and Gas Drilling Regulations. This technical data was provided in the gas permit package 6) No drilling, producing or other operations shall produce C IF e 15 UTILITY sound level greater than 65dBl when measured at a distance EASEMENT of 300 feet from the boundary of the drill site or operation �i �Qq_ ------- % site, whichever is greater. A maximum sound level all 85l < 1'2' UTILITY 0 Di shall apply to formation fracturing when measured at a Z = E A S E_ M E N T < distance of 300 feet from the boundary of the drill site or LD operation site, whichever is greater. No person shall % C:) cn Z operate or permit to operate in connection with the ro X rl operation of a producing well any engine, compressor or motor driven machinery of any type which creates a sound 300' NO EXISTING-=---,l� 0 - level greater than 65dB(a) when measured at a distance of BUILDING AREAZ _n 300 feet from the boundary of the drill site or operation 03 site, whichever is greater. The noise level shall be the --------- average of sound level meter readings taken consecutively at ---------------- any given time from four or more diametrically opposite I5 I positions, four feet above ground level, when measured at a PROPOSED 2 CCE SS ROAD0 22' UTILITY EASEMENT distance of 300 feet from the production equipment. 6" THICK T B FLEX BASE I UO L.Li 7) The drill site shall at all times be kept free of debris, > pools of water or other liquids, contaminated soil, weed,9, brush, trash or other waste' material outside the drill site within a radius of 100 feet around any separators, tanks and 00 producing wells within the leased property. 1 -STORY 2" SRF W/ RPLS 5509 U BLDG j STORY 8) There is no Known existing storage tank or source of ignition YEL CAP BEARS BLDG within 500 -Feet. < 0.61' N360 36' 07 "W, CD 9) A reduction of the 500 foot setback requirement from a > property line relatiove to the eastern boundary line with DFW International Airport to allow a setback of 173'. < 4 1 V) r -- T U < PARKWAY (75.00' ROW) Ln ELL AVERY e LOT 3, BLOCK 1 M LOW ....... ..A. .... WESTPORT BUSINESS PARK < Ln IC\j Co 55168 % 1 CAB A, SL 4715 /21 n' $ �1 P.R.T.C.T. 0 c) < (10.80 AC) _j 0- U 1/2" SRF W/ G&M Y EL CAP CD AC STONE ESTATE V) CASE NAME: Chesapeake Energy k (REMAINDER TRACT) CASE NUMBER: C-) VOL. 20 1< f � LOCATION: 2551 Stone Myers PaAA D. R Lot 1, Block 1 A.C. Stone tirTlh 1111,111 1 1 WMIF P I N`,,,JA C L E ACQU11SI'1ONS LLC All LOT 3, BLOCK 3 ASEMENT MAYOR I RY ---------- U304588 STONE MYERS ------------------------------------ -7 -------------------------------------- R.T,C.T. BUSINESS PARK DATE: A, SIDE 9472 P,CAB. COMMISSION R.T.C.T. (2-12 AC) PLANNING AN ��UrljG ------------- ---------------------------------- 1---- "V CUT ON CONCRETE AC STONE LEASE LINE --------- T CIA ------------------- RMAN 2 SRF W/ (NAD83 GRID) G&MYEL CAP I I N 7,015,058-40 QATE, ST. LOUIS LANDSCAPE I E 2,400,962-03 S EE i let" OF 8 Lf- T S LP PROD LOT I RIB,I BLOCK 1R APPROX. LOCATION OF APF�IOV PAVESTONE INDUSTRTAL 100' TEXAS POWER VES NOT AUTHORIZE ANY WORK THE t111,41FLICT WITH ANY CODES OR CAB. A, SIDE 8170 <S, LIGHT CO. EASEMENT ORDINANCES. P. R, T. VOL. 4034, PG. 231 7.412 'A C irl I DEPARTMENT OF DEVELOPMENT SERVICES D.R.T.C.T. A CHESAPEAKE OPERATING, INC. PRODUCTION SITE PLAN AC STONE NORTH (LAZY) CITY OF GRAPEVINE TARRANT COUNTY, TEXAS Scl 1 /1 =1 00, Dl 02-23-09 Drawn by: K DAILY Designed by: K DAILY Checked by: L AVERY Drawing Name: Sheet No. I111 o"to Gh Revision History 3680369 4370 3710 7 ` 41 CE 7 3 4 4021 413 417 405 T 41 4120 A 15,E 41 9 4480446 403 410 '�.4 447 05 9541 4040, �09 � 4.11 45 4500 538 5 454 k _ 51 536+ �9 4570 4` 5 * 45_ 533 56¢ 5,07 458 531 + 532 *— ,63n 35459 A99 52 5814 55 46 �} 0 ,_ �, 498 5800 58� 5+ 46 3 528 56 zi� 49-60 500 5781 a71 lQ,E 480 4790 }049- 522 5770 5630 1 L Q, 520 5213 `` 501 527 576 4 ,` 30?1z a -'190602511 5 . �`� t g X524 148809 _ 2 _ 51719 �70 583 57 X84 5 , 50 * 0515 526 87 50= 51 14 5250 585 88 511 513 5890 586 584 ,7508 587 590 , 7 x,664 , "'17 645 X592 /110 673 674 675.6 670,, \ /eE72 I' 67 �%7 �JL 6A , _ �'64409 3 264 26 '84678 X657 650' ¢ X61 { 2 CS ,+ 68�9�' X60 6550 651 } 639 &96 260 F 6s - 65965 * 6R22 X654 595 2590 681 U88 � 661 6 3 38 597 ° 2570 258D 680 l 691 658 } 46 256 266 + 685 686, 690 310 637 598 247 255 X267 7 9 IS8c_309 X313 * 636 601 } 01 245 249 54 304 t 030 4 11 * 312 628 }627 60 603 600 0100 244 X248 53 303 0308 297 -?0 X63 34 0626 6Gi� 0602 252 269 306 307 ��296 629 X625 61 r'6 07 67 250270 ' X95 63 24 61 606 `� 251 2732713 a� 2�4 630 623 61 05 6 70A 3 0300 299 63�632 * 61091 27 , X01. 29 ; 622 621 60 11 - 33 272 193194 6�5 34 6 A j 49 51 52 32 y6 275 279 292 X192 19 23 O� + 235 125 t +276 6280 91 196 31 025 r 24 *44 46 50 3 277 286 18 * 19* ¢.197 + 230 } 236 022 4748 +3 3130 284 85 287 288 290 18 185 898 $21 } 34 IWNI163 *+ 309 200 3 ¢ 124 =129 }278 .� 283 158 ` + 64 289 182 1! 187 201 019 0 123 13 15 16 180 184186 6)" 2 ee 2e5 0122 0 128 13 � 150 157+' 6 61 167 2020 200 207 2 ¢" 49 }281 159.. � 65 168 203 X205 } 1%��-3 26} 121 127 + 142 0 ¢ 143 8 82 160 66 179177176 , 217 0216 1105 1544 156 169 175 206 211 1-1.70 178 0 218 21 215 403 370 47 r 0152 t t ieo 174 - � 2 1 140 X1.46 X15 x'155 17le, 73 207 x,214 141 172 209 21 210 213 1380 ¢ 13 9 � � � X208 19 120 ' CHESAPEAKE OPERATING, Tree Mitigation A,C, STONF (NORT"111 CITY OF GRAPEVINE TARRANT COUNTY, i EXAS VICINITY MAP (NOT TO SCALE) Note: All trees labeled with a number, on this plan, are described in the Tran Removal Table 1. Per the FEMA Map dernization Program (200 obiassociated with this sil 2. Survey work was completed by _ &., Engineering in .be2008 INC. The seal appearing on this document was authorized by Jaynes A. Cooper RLA # 1287 On this dots: 2/24/09 Scale: Date: Drawn by: Designed by: Checked by: Drawing Name: SCALE IN FEET 0 25 50 75 100 SCALE "=50' CASE NAME: Chesapeake Energy CASE NUMBER: LOCATION: 2551 Stone Myers Park vav Grapevine, Texas 76051 Lot 1, Block 1, A.C. Sto North MAYOR SEQR RY DATE: _ PLANNING AND ZON1111" G SSION kil A D ATE: S , SET: `4 6 AP 0 L g NOT AUTHORIZE ANY WORK ,NN�CT WITH ANY CODES OR ORDINANCES. DEPART ENT OF DEVELOPMENT SERVICES it= a' Sheet No. m 1/30/00 *% KDL KDL 4 of 8 JAC r i J , x VICINITY MAP (NOT TO SCALE) Note: All trees labeled with a number, on this plan, are described in the Tran Removal Table 1. Per the FEMA Map dernization Program (200 obiassociated with this sil 2. Survey work was completed by _ &., Engineering in .be2008 INC. The seal appearing on this document was authorized by Jaynes A. Cooper RLA # 1287 On this dots: 2/24/09 Scale: Date: Drawn by: Designed by: Checked by: Drawing Name: SCALE IN FEET 0 25 50 75 100 SCALE "=50' CASE NAME: Chesapeake Energy CASE NUMBER: LOCATION: 2551 Stone Myers Park vav Grapevine, Texas 76051 Lot 1, Block 1, A.C. Sto North MAYOR SEQR RY DATE: _ PLANNING AND ZON1111" G SSION kil A D ATE: S , SET: `4 6 AP 0 L g NOT AUTHORIZE ANY WORK ,NN�CT WITH ANY CODES OR ORDINANCES. DEPART ENT OF DEVELOPMENT SERVICES it= a' Sheet No. m 1/30/00 *% KDL KDL 4 of 8 JAC Revision History Cooper i Works `, m .�a SIR 2k ;MMy . W ml Landscape Architecture & Planning 5709 Brookhollow Drive Rowlett, Texas 75099 ph. 972-412-9519 fax 972-412-9503 Do not cut leaders 2 ply, 3/3" rubber hose I S- •i .-0, Chesapeoke Energy Corporation 100 Pier 1 Pi Fort Worth, TX 75102 shrub set top of root ball 2" I above finished 2° shredded bark grade ,,fes mulch., rain. 3" commercial compost a • . into existing soil ` • .s sub -grade FA Plant Schedule SHRUBS r# ' . «. w. � ITION 71 .. . - • • _•• - • ifull «♦ TOTALTree Removcj CALIPER TO BE REMOVED: 4278cal. inches " -! = 3336 cal. inches - non protected = 951 cal. CHESAPEAKE OPERATING INC. Landscape Plan (Pad) & Details A.C. STONE (NORTH) CITY QE GRAPEVINE TARRANT COUNTY, TEXAS PREPARATION LANDSCAPE R. fR AND REPRESENTATIVE SHALLBE RESPONSIBLE OrVERIFYING THE RR LOCATION i. R Ri i UTILITIES, PIPES. STRUCTURES. R LINE LOCATIONSRUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. PLANT REFER TO PLANTING PLAN FOR PLANTING LOCATIONAND PLANT MATERIAL LEGEND FOR SPECIFICATIONS. PLANT MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVE# BY THE LANDSCAPE i '17 0 * LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 1,1190 NNAMIN 01i" N al i RAl ' i # Ii R C •,• i ` Nall i « • i ` N : i BE NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN VERIFIED $: !F'LANTING BEDS ALL DS ARE TO BE LEFT &'ABOVE FINISHED GRADE«x x ME • f i x s i MULCH AFTER SETTLEMENT AND COMPACTION, ALL PLANTING BEDS SHALL SHALL RECEIVE A MINIMUM 3" LAYER OF MULCH. ALL AREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AMD RESEEDED. [TANDARDS r� PRUNING ALL TREES ARE TO BE PRUNED ,AT TIME OF INSTALLATION TO REMOVE DEAD AND UNSIGHTLY LIMBS. ALL TREES ARE TO MATCH HEIGHT, SPREAD, AND CLEAR TRUNK, AND SHALL HAVE STRAIGHT TRUNKS. �*LANTING SOIL MIXTURE SOIL MIXTURE TO .A AS FOLLOWS: OTHERWISE SPECIFIED. ERTILIZER ADD FERTILIZER TABLETS TO ALL TREES AND SHRUBS, ONE TABLET PER CALIPER INCH FOR TREES AND T -T «, , ,. ALL PLANT L TO BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM SUBSTANTIAL COMPLETION AND ACCEPTANCE BY «. IRRIGATION CONTRACTOR TO INSTALL NEW IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE FOR AFFECTED TURF AND BED AREAS. INSTALL NEW CONTROLLER AS REQUIRED, SIZED TO ALLOW FOR FUTURE DEVELOPMENT. THE CONTRACTOR SHALL VISIT SITE TO DETERMINE REQUIREMENTS PRIOR TO BI STAKING eti GIYUNG ALL TREES ARE TO BE STAKED AND GUYED THROUGHOUT THE ONE YEAR WARRANTY AT WHICH TIM THE OWNER SHALL iETERMINE IF REMOVAL IS NECESSARY (REFER TO PLANTING DETAILS) WEED BAR « ALL BEDS SHALL RECEIVE DEWITT WEED BARRIER OR APPROVED EQUAL. IT MUST BE APPROVED R LANDSCAPE QE a Te e 6 9 f JAME RA.® COOPER ..«..t.. 1287 S Ng The seal appearing on this document was authorized by James A. Cooper RLA # 1287 On this date: 2/24/09 CASE NAME: Chesapeake Energy CASE NUMBER: LOCATION: 2551 Stone Myers Park o, . Lot 1, Block 1, A.C. Storm %rth MAYOR SECRRjAE DATE: z. PLANNING AND HONING 0, ION DAPI. : SNEE b' F APPRO ADOES NOT AUTHORIZE ANY WORK IN _ICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Scale: 1'P-40' Sheet N0. Date: 2/24/09 Drawn by: KDL Designed by: 01- of 8 Checked by: JAC Drawing Nam: b' metal T - post (2 per tree) located to avaide damage to set top of root ball 3" above finished grade root bull to allow for settling, r- --- 3" shredded bark mulch (mirk) 3" tree saucer, as needed x +^t i backfill planting yet with Arch. approved native topsoil I I , compact with water NOTE _ 1. Dig planting hole 2x the ' diameter of the rootball. A Shade Tree Dietaill No Sale Chesapeoke Energy Corporation 100 Pier 1 Pi Fort Worth, TX 75102 shrub set top of root ball 2" I above finished 2° shredded bark grade ,,fes mulch., rain. 3" commercial compost a • . into existing soil ` • .s sub -grade FA Plant Schedule SHRUBS r# ' . «. w. � ITION 71 .. . - • • _•• - • ifull «♦ TOTALTree Removcj CALIPER TO BE REMOVED: 4278cal. inches " -! = 3336 cal. inches - non protected = 951 cal. CHESAPEAKE OPERATING INC. Landscape Plan (Pad) & Details A.C. STONE (NORTH) CITY QE GRAPEVINE TARRANT COUNTY, TEXAS PREPARATION LANDSCAPE R. fR AND REPRESENTATIVE SHALLBE RESPONSIBLE OrVERIFYING THE RR LOCATION i. R Ri i UTILITIES, PIPES. STRUCTURES. R LINE LOCATIONSRUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. PLANT REFER TO PLANTING PLAN FOR PLANTING LOCATIONAND PLANT MATERIAL LEGEND FOR SPECIFICATIONS. PLANT MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVE# BY THE LANDSCAPE i '17 0 * LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 1,1190 NNAMIN 01i" N al i RAl ' i # Ii R C •,• i ` Nall i « • i ` N : i BE NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN VERIFIED $: !F'LANTING BEDS ALL DS ARE TO BE LEFT &'ABOVE FINISHED GRADE«x x ME • f i x s i MULCH AFTER SETTLEMENT AND COMPACTION, ALL PLANTING BEDS SHALL SHALL RECEIVE A MINIMUM 3" LAYER OF MULCH. ALL AREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AMD RESEEDED. [TANDARDS r� PRUNING ALL TREES ARE TO BE PRUNED ,AT TIME OF INSTALLATION TO REMOVE DEAD AND UNSIGHTLY LIMBS. ALL TREES ARE TO MATCH HEIGHT, SPREAD, AND CLEAR TRUNK, AND SHALL HAVE STRAIGHT TRUNKS. �*LANTING SOIL MIXTURE SOIL MIXTURE TO .A AS FOLLOWS: OTHERWISE SPECIFIED. ERTILIZER ADD FERTILIZER TABLETS TO ALL TREES AND SHRUBS, ONE TABLET PER CALIPER INCH FOR TREES AND T -T «, , ,. ALL PLANT L TO BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM SUBSTANTIAL COMPLETION AND ACCEPTANCE BY «. IRRIGATION CONTRACTOR TO INSTALL NEW IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE FOR AFFECTED TURF AND BED AREAS. INSTALL NEW CONTROLLER AS REQUIRED, SIZED TO ALLOW FOR FUTURE DEVELOPMENT. THE CONTRACTOR SHALL VISIT SITE TO DETERMINE REQUIREMENTS PRIOR TO BI STAKING eti GIYUNG ALL TREES ARE TO BE STAKED AND GUYED THROUGHOUT THE ONE YEAR WARRANTY AT WHICH TIM THE OWNER SHALL iETERMINE IF REMOVAL IS NECESSARY (REFER TO PLANTING DETAILS) WEED BAR « ALL BEDS SHALL RECEIVE DEWITT WEED BARRIER OR APPROVED EQUAL. IT MUST BE APPROVED R LANDSCAPE QE a Te e 6 9 f JAME RA.® COOPER ..«..t.. 1287 S Ng The seal appearing on this document was authorized by James A. Cooper RLA # 1287 On this date: 2/24/09 CASE NAME: Chesapeake Energy CASE NUMBER: LOCATION: 2551 Stone Myers Park o, . Lot 1, Block 1, A.C. Storm %rth MAYOR SECRRjAE DATE: z. PLANNING AND HONING 0, ION DAPI. : SNEE b' F APPRO ADOES NOT AUTHORIZE ANY WORK IN _ICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Scale: 1'P-40' Sheet N0. 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