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HomeMy WebLinkAboutSU2008-0506 - �T GM VINE T 9 x A ti CITY OF GRAPEVINE SPECIAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Name of applicant /agent:/company/contect 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 817-870-0170 Email address of applicant/ agent Mobile phone number of applicant / agent Applicants Interest In subject property.- roperty.Drilling Drillingand Production of Natural Gas PART 2. PROPERTY INFORMATION Street address of subject property Legal description of subject property (motes & bounds must be described on 81/2'x IV sheet) Lot Block Addition Tract 2A1 B of the James Gibson Survey, A-587 Size of subject property L* B Acres 9. b5 4c� Acres Square rootage Present zoning classification: Proposed use of the property., HCO Drilling and Production of Natural Gas Minimum/maximum district size forspecial use request: Zoning ordinance provision requiring a special use: PART 3, PROPERTY OWNER INFORMATION Name of current property owner. North Texas Acquisition, LLC Street address of property owner. 5701 North Shartel Clty/State/Zip Code ofproperiyowner.- Oklahoma City, OK 73118 Telephone number of property owner. Fax number of property owner. L. 405-879-8478 405-879-8307 ❑ 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 slie 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 8'). ❑ 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 riled 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. 0 Any changes to a site plan (no matter howminor 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 ail requirements of this gppligation 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 Print Applicant's Name: Applic is SI na e: The State Of f , County Ot a� V _ Betore Me { ( on this day personally appeared A (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 tome that he executed the same for tha purposes and con derallon therein xpressed. (Sea -h ((Jldermyhand n(l�Se�i,of,Offkethis_ day of A.D. wui0rx[P�IiRES $f ory In o f e Of T North Texas Acquisition$, LLC Print Properly Owners Nama: Property Own rs Signature: Anthony F. Keating, III, Vice -President Thestateof Oklahoma County Of Oklahoma Before Me Kathy M. Mires—onthisdaypersonallyappeared Anthony F. Keating, I (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the parson whose name Is subscribed to the foregoing Instrument and acknowledged to me that he executed the same forthe purposes and consideratlon therein expressed. (Seel) Given under my hand and seal of office tt(is 2 5 t hday of November A.D. 2008 r 0 Notary In And For s to Of TaxersZz - A SLY)R-06 GW. !NE T B x A S CITY OF GRAPEVINE SITE PLAN APPLICATION Form "B" PART 1. APPLICANT INFORMATION Name of applicantlagent: Martin J. Johnson Street address of applicant l agent: 100 Energy Way Cltyl State l Zip Code of applicant/agent: Fort Worth, Texas 76102 Telephone number of applicant l agent: Fax number of applicant! agent.• 817-502-5621 817-870-0170 Email address of appllcentl agent Mobile phone number of applicant lagent Applicants Interest In subject property.- roperty:Drilling Drillingand Production of Natural Gas PART 2. PROPERTY INFORMATION Street arrdraca n/anhtart nrnnertV -DD Legal descriptlon of subject property (mates & bounds must be described on 8112'x 11' shoot) Lot Block Addition Tract 2A1B of the James Gibson Survey, A-587 Size of subject property a .fie5 Acres S uarefootage Present zoning ciassiAcation: Proposed use of the property: HCO Drilling and Production of Natural Gas Give a general description of the proposed use or uses for fhe proposed development: Drilling and Production of Natural Gas Zoning ordinance provlslon requiring a special use: PART 3. PROPERTY OWNER INFORMATION Name of current property owner: North Texas Acquisition, LLC Street address of property owner. 5701 North Shartel CitylStatelZip Code of propertyowner Oklahoma City, OK 73118 Telephone number of property owner: Fax number of property owner. - 405 -879-8478 405-879-8307 ❑ Attach a final plat or repiat of the approved subdivision by city council showing property boundary Imes, 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. ❑ Ali 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 cily council through the public hearing process. PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE P Martin J. Johnson ✓ �, PrintApplicant's Name: Appifc s Ig tore: The State Of County Of ft Before Ma on this day personally appeared j (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 co sideration therelp expressed. (Seat) an ee o ott7c his day of A. D. 4EA HER M — ra COMMISSION EXPIRES Jute i.:.V10 o ry In And r are Of Texas l North Texas Acquistion,� LLC Print Property Owners Name Property Owners signature The State Of Oklahoma Anthony F. Keating, III, Vice - President County Of Oklahoma Before Me Kathy M. Mires on this da Anthony F. Keating, 1 y personally appeared (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 some for the purposes and consideration therein expressed (Seal) Given under my hand and seal of offlce thj25 t h day of November AD, 2008 00020,90 o�rylnRnd rState0 Suv�-o6 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 acknowledge that all requirements of this application have been met at the time of Vital. Signature of Applicant Signature of Owner North Texas Acquisition, LLC, by Anthony F. Keating, III, Date: November 25, 2008 Vice President 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. 1 hereby acknowledge that an Illumination plan has been included as a part of this submittal. Applicant Signature Date: ` c. v Property Owner Signature November 25, 2008 North Texas Acquisition, Date: Anthony F. Keating, III, LLC, by Vice President hb 1 "300os -�l N 4 R-MF-2..�...... GU 0 1 inch = 600 feet J o al Wks GR2,16 B ti 00 ��PPYPp'�6 su,a E � n cc ame J 9 S RS z R=MF-2 w 0 1 inch = 600 feet J o al Wks GR2,16 B ti y.y ��PPYPp'�6 su,a E � n cc ame J 9 S RS z R=MF-2 w 3�J CL P/D HCO , 0 1 inch = 600 feet y.y ��PPYPp'�6 su,a E 466i ame S RS �P�411N A � Z J �Ci, 5 PROPERTY OF NORTH TEXAS ACQUSITION, L.L.C. HEIRS OF JAMES GIBSON SURVEY, ABSTRACT NO CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 24' WIDE ACCESS ROAD Exhibit A 587 Page 1 of 2 November 25, 2008 BEING 0.10 acres of land, more or less, situated in the Heirs of James Gibson Survey, Abstract No. 587, in the City of Grapevine, Tarrant County, Texas, and being a part of that certain 33.515 acre tract of land as described in deed to North Texas Acquisition, L.L.C., as recorded in Instrument No. D208137208 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 (controlling monument - NAD83 grid northing 7,039,241.13 and easting 2,415,282.90) at the intersection of the northerly line of Grapevine Mills Circle (variable right of way width) and the curving southeasterly line of Grapevine Mills Boulevard (variable right of way width) for the beginning of a tangent curve to the right, from said commencing point a found "X" cut on concrete (controlling monument) bears S 61' 18' 53" E, a distance of 23.39 feet; THENCE, Northwestwardly, along said curving southeasterly line of Grapevine Mills Boulevard and along said curve to the right with a central angle of 900 54' 17", a radius of 30.00 feet and an arc length of 47.60 feet, the chord bears N 15° 51' 59" W, a distance of 42.76 feet to the point of compound curvature to the right; THENCE, Northeastwardly, continuing along said curving southeasterly line of Grapevine Mills Boulevard and along said curve to the right with a central angle of 21' 42' 22", a radius of 1,458.00 feet and an arc length of 552.36 feet, the chord bears N 400 26' 07" E, a distance of 549.06 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the POINT OF BEGINNING (NAD83 Grid northing 7,039,700.17 and easting 2,415,627.33) and the beginning of a curve to the right; THENCE, Northeastwardly, continuing along said curving southeasterly line of Grapevine Mills Boulevard and along said curve to the right with a central angle of 00° 56' 35", a radius of 1,458.00 feet and an arc length of 24.00 feet, the chord bears N 510 45' 36" E, a distance of 24.00 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; 2. THENCE, S 370 13' 12" E, departing said curving southeasterly line of Grapevine Mills Boulevard, a distance of 63.17 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\208026_NAD83-G RAP EVINEMILLS\Desc\gm_road.doc ; <> 11/26/08 PROPERTY OF NORTH TEXAS ACQUSITION, L.L.C. HEIRS OF JAMES GIBSON SURVEY, ABSTRACT NO CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 24' WIDE ACCESS ROAD 587 Page 2 of 2 November 25, 2008 3. THENCE, Southeastwardly, along said curve to the right with a central angle of 570 19' 52", a radius of 82.00 feet and an arc length of 82.05 feet, the chord bears S 080 33' 15" E, a distance of 78.67 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the end of said curve; 4. THENCE, S 20° 06'43" W, a distance of 51.14 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB; 5. THENCE, N 690 53' 17" W, a distance of 24.00 feet to a set T -post for corner; 6. THENCE, N 20° 06' 43" E, a distance of 51.14 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; 7. THENCE, Northwestwardly, along said curve to the left with a central angle of 57° 19' 52", a radius of 58.00 feet and an arc length of 58.04 feet, the chord bears N 08° 33' 15" W, a distance of 55.65 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for the end of said cu rve; 8. THENCE, N 37° 13' 12" W, a distance of 62.74 feet to the POINT OF BEGINNING and containing 4,420 square feet or 0.10 acres of land, more or less. Basis of Bearing is the Texas State Plane Coordinate System, Texas North Central Zone 4202, North American Datum 1983 (NAD83). A site plan of even survey date accompanies this property description. I hereby certify that this field note description and accompanying site plan accurately depict the location of the subject tract as surveyed on the ground under my supervision during the months of October and November, 2008. This survey was completed without the benefit of a title report. Preliminary. This document shall Not be recorded for any purpose. Joseph S. Benitez Registered Professional Land Surveyor Texas No. 5934 Date S:\Chesapeake\208026_NAD83-GRAPEVINEMILLS\Desc\gm_road.doc 11/26/08 rlr PROPERTY OF NORTH TEXAS ACQUSITION, L.L.C. HEIRS OF JAMES GIBSON SURVEY, ABSTRACT NO CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION WELL SITE 587 Pagel of 2 November 25, 2008 BEING 3.49 acres of land, more or less, situated in the Heirs of James Gibson Survey, Abstract No. 587, in the City of Grapevine, Tarrant County, Texas, and being a part of that certain 33.515 acre tract of land as described in deed to North Texas Acquisition, L.L.C., as recorded in Instrument No. D208137208 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 (controlling monument - NAD83 grid northing 7,039,241.13 and easting 2,415,282.90) at the intersection of the northerly line of Grapevine Mills Circle (variable right of way width) and the curving southeasterly line of Grapevine Mills Boulevard (variable right of way width) for the beginning of a tangent curve to the right, from said commencing point a found "X" cut on concrete (controlling monument) bears S 610 18' 53" E, a distance of 23.39 feet; THENCE, Northwestwardly, along said curving southeasterly line of Grapevine Mills Boulevard and along said curve to the right with a central angle of 90° 54' 17", a radius of 30.00 feet and an arc length of 47.60 feet, the chord bears N 150 51' 59" W, a distance of 42.76 feet to the point of compound curvature to the right; THENCE, Northeastwardly, continuing along said curving southeasterly line of Grapevine Mills Boulevard and along said curve to the right with a central angle of 21° 42' 22", a radius of 1,458.00 feet and an arc length of 552.36 feet, the chord bears N 400 26' 07" E, a distance of 549.06 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner in the southwesterly line of a proposed 24 -foot wide access road; THENCE, departing said curving southeasterly line of Grapevine Mills Boulevard and along the southwesterly line of said access road, the following three (3) courses; S 37° 13' 12" E, a distance of 62.74 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; Southeastward ly, along said curve to the right with a central angle of 570 19' 52", a radius of 58.00 and an arc length of 58.04 feet, the chord bears S 08° 33' 15" W, a distance of 55.65 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; SAChesapeakeA208026_NAD83-GRAPEVINEMILLS\Desc\gm_pad.doc - 11/26/08 PROPERTY OF NORTH TEXAS ACQUSITION, L.L.C. HEIRS OF JAMES GIBSON SURVEY, ABSTRACT NO. 587 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION WELL SITE Page 2 of 2 November 25, 2008 S 20° 06' 43" W, a distance of 51.14 feet to a set T -post for the POINT OF BEGINNING (NAD83 Grid northing 7,039,547.16 and easting 2,415,655.96); 1. THENCE, S 690 53' 17" E, a distance of 400.00 feet to a set T -post for corner; 2. THENCE, S 20° 06' 43" W, a distance of 380.00 feet to a set T -post for corner; 3. THENCE, N 690 53' 17" W, a distance of 400.00 feet to a set T -post for corner; 4. THENCE, N 20° 06' 43" E, a distance of 380.00 feet to the POINT OF BEGINNING and containing 152,000 square feet or 3.49 acres of land, more or less. Basis of Bearing is the Texas State Plane Coordinate System, Texas North Central Zone 4202, North American Datum 1983 (NAD83). A site plan of even survey date accompanies this property description. I hereby certify that this field note description and accompanying site plan accurately depict the location of the subject tract as surveyed on the ground under my supervision during the months of October and November, 2008. This survey was completed without the benefit of a title report. Preliminary. This document shall Not be recorded for any purpose. Joseph S. Benitez Registered Professional Land Surveyor Texas No. 5934 Date S:\Chesapeake\208026—NAD83-GRAPEVINEMILLS\Desc\gm_pad.doc 11/26/08 PROPERTY OF NORTH TEXAS ACQUSITION, L.L.C. HEIRS OF JAMES GIBSON SURVEY, ABSTRACT NO. 587 Page 1 of 2 CITY OF GRAPEVINE November 25, 2008 TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION FRAC POND BEING 1.47 acres of land, more or less, situated in the Heirs of James Gibson Survey, Abstract No. 587, in the City of Grapevine, Tarrant County, Texas, and being a part of that certain 33.515 acre tract of land as described in deed to North Texas Acquisition, L.L.C., as recorded in Instrument No. D208137208 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 (controlling monument - NAD83 grid northing 7,039,241.13 and easting 2,415,282.90) at the intersection of the northerly line of Grapevine Mills Circle (variable right of way width) and the curving southeasterly line of Grapevine Mills Boulevard (variable right of way width) for the beginning of a tangent curve to the right, from said commencing point a found "X" cut on concrete (controlling monument) bears S 610 18' 53" E, a distance of 23.39 feet; THENCE, Northwastwardly, along said curving southeasterly line of Grapevine Mills Boulevard and along said curve to the right with a central angle of 90° 54' 17", a radius of 30.00 feet and an arc length of 47.60 feet, the chord bears N 150 51' 59" W, a distance of 42.76 feet to the point of compound curvature to the right; THENCE, Northeastwardly, continuing along said curving southeasterly line of Grapevine Mills Boulevard and along said curve to the right with a central angle of 210 42' 22", a radius of 1,458.00 feet and an arc length of 552.36 feet, the chord bears N 40° 26' 07" E, a distance of 549.06 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner in the southwesterly line of the proposed 24 -foot wide access road; THENCE, departing the curving southeasterly line of Grapevine Mills Boulevard and along the southwesterly line of said access road, the following three (3) courses; S 370 13' 12" E, a distance of 62.74 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; Southeastward ly, along said curve to the right with a central angle of 570 19' 52", a radius of 58.00 and an arc length of 58.04 feet, the chord bears S 08° 33' 15" E, a distance of 55.65 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; S:\Chesapeake\208026_NAD83-GRAPEVINEMILLS\Desc\gm_frac.doc 1, 11/26/08 PROPERTY OF NORTH TEXAS ACQUSITION, L.L.C. HEIRS OF JAMES GIBSON SURVEY, ABSTRACT NO CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION FRAC POND 587 Page 2 of 2 November 25, 2008 S 200 06'43" W, passing at a distance of 51.14 a set T -post for the northwesterly corner of a proposed well site, in all a total distance of 431.14 feet to a set T -post for corner; THENCE, S 690 53' 17" E, along the southerly line of said proposed well site, a distance of 400.00 feet to a set T -post for the POINT OF BEGINNING (NAD83 Grid northing 7,039,052.79 and easting 2,415,900.91); 1. THENCE, N 20° 06' 43" E, a distance of 345.00 feet to a set T -post for corner; 2. THENCE, S 69° 53' 17" E, a distance of 185.00 feet to a set T -post for corner; 3. THENCE, S 20° 06' 43" W, a distance of 345.00 feet to a set T -post for corner; 4. THENCE, N 69° 53' 17" W, a distance of 185.00 feet to the POINT OF BEGINNING and containing 63,825 square feet or 1.47 acres of land, more or less. Basis of Bearing is the Texas State Plane Coordinate System, Texas North Central Zone 4202, North American Datum 1983 (NAD83). A site plan of even survey date accompanies this property description. I hereby certify that this field note description and accompanying site plan accurately depict the location of the subject tract as surveyed on the ground under my supervision during the months of October and November, 2008. This survey was completed without the benefit of a title report. Preliminary. This document shall Not be recorded for any purpose. Joseph S. Benitez Date Registered Professional Land Surveyor Texas No. 5934 SAChesapeake\208026_NAD83-GRAPEVIN EM I LLS\Desc\g m_frac.doc - 11/26/08 . t T —E A S 4( January 2, 2009 Ms. Christine Lopez Fort Worth Star Telegram P.O. Box 1870 Fort Worth, Texas 76102 RE: Grapevine Account # CIT 25 Dear Ms. Lopez, VIAFACSIMILE 817-390-7520 Please find enclosed the following for publication on Sunday, January 4, 2009, in the Northeast Edition of the Neighborhood Extra Section of the Fort Worth Star Telegram. (One time only) Item Notice of Public Hearing Z08-13 - Residence at Grapevine Station Notice of Public Hearing CU08-35 - Grapevine Station Notice of Public Hearing SU08-06 -'Chesapeake Energy Notice of Public Hearing HL08-10 - Love Chapel Notice of Public Hearing AM08-03 - Amendments to the Zoning Ordinance Meeting Date January 20, 2009 January 20, 2009 January 20, 2009 January 20, 2009 January 20, 2009 As always, your assistance is greatly appreciated. If you have any questions please contact me at (817) 410-3155. Sincerely, Ron Stombau Ir) g Planning and Development Manager DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine - P.O. Box 95104 1 Grapevine, Texas 76099 - (817) 410-3154 Fax (817) 410-3018 - www.grapevinetexas.gov CITY OF GRAPEVINE, TEXAS On Tuesday evening, January 20, 2009 at 7:30 P.M. in the City Council Chambers, 2nd Floor, 200 South Main Street, Grapevine, Texas, the City Council and Planning and Zoning Commission of the City of Grapevine will hold a public hearing to consider the following items: Z08-13 - RESIDENCE AT GRAPEVINE STATION - submitted by Westwood Group for property located at 1020, 1022, 1024, 1028, 1030 Texan Trail and proposed to be platted as Lots 1 RA, 2R, Block 3 and Lots 2R, 3, 4 and 5, Block 4, Grapevine Station Addition. The applicant is requesting to rezone 15.98 acres from "BP" Business Park and "CC" Community Commercial to "MXU" Mixed Use Development for the development of a 368 unit apartment complex, 39,113 square foot of office space and 41,200 square foot of retail/office space. The property is owned by owned by Triple T Farms, Ltd. CU08-35 - GRAPEVINE STATION - submitted by Westwood Group for property located at 1026, 1034, 1038, 1044, 1046, 1048, 1050, 1052, 1054, 1056 Texan Trail and platted as Lots 1-7, Block 1, Lots 1 RA and 2A, Block 2A, Lot 3, Block 3, Grapevine Station Addition. The applicant is requesting a conditional use permit to amend the previously approved site plan specifically to reduce the planned business park from 23.2 acres to 17.34 acres for the development of a multifamily complex. The property is currently zoned "BP" Business Park and is owned by Triple T Farms, Ltd. SU08-06 — CHESAPEAKE ENERGY - submitted by Chesapeake Operating, Inc. for property located at 2720 North Grapevine Mills Boulevard and proposed to be platted as Lot 1, Block 1, Grapevine Mills Wells Addition. The applicant is requesting a special use permit to allow gas well drilling and production in a nonresidential district. The property is currently zoned "HCO" Hotel and Corporate Office and is owned by North Texas Acquisition, LLC. HL08-10 - LOVE CHAPEL - submitted by City of Grapevine for property located at 300 Turner Road and platted as Lot 22R1, North Side Addition. The applicant is requesting designation as a historical landmark sub -district. Such sub -district may include buildings, land, areas, or districts or historical, architectural, archaeological or cultural importance or value that merit protection, enhancement, and preservation in the interest of the culture, prosperity, education, and welfare of the people. The property is owned by Love Chapel Church of God in Christ. 2 AM08-03 - AMENDMENTS TO COMPREHENSIVE ZONING ORDINANCE 82-73 - The City Council and the Commission will consider amendments and changes to the Comprehensive Zoning Ordinance, No. 82-73, same being Appendix D of the Code of Ordinances as follows: Section 23, "LB" Limited Business, Section 23A, " GV" Grapevine Vintage, Section 24, "CN" Neighborhood Commercial, Section 25, "CC" Community Commercial, Section 26, "HC" Highway Commercial, Section 27, "PO" Professional Office, Section 28, "CBD" Central Business District, Section 28A, "HG7 Historic Grapevine Township, Section 29, "HCO" Hotel/Corporate Office, Section 30, "RA" Recreation/Amusement, Section 31, "Ll" Light Industrial, Section 32, "BP" Business Park, Section 38, "GU" Governmental Use, Section 40 "MXU" Mixed Use and Section 55, Performance Standards relative to outdoor speakers. Section 53, Landscape Regulations relative to automatic irrigation systems and Section 60, Sign Standards relative to 40 foot pylon signs, and any other additions, deletions, or changes to various sections, articles and provisions contained in said Ordinance No. 82-73. After all parties have been given an opportunity to speak, the public hearing will be closed and the Commission and the City Council will deliberate the pending matters. Please contact the Department of Development Services concerning any questions, 200 South Main Street, Grapevine, Texas, 76051 or P.O. Box 95104, Grapevine, Texas, 76099,817- 410-3155. A copy of the site plan for all the above referenced requests is on file with the Development Services Department. 3 HP OfficeJet K Series K80 Personal Printer/Fax/Copier/Scanner Last Transaction Date Time Type Identification Log for DEVELOPMENT SERVICES 8174103018 Jan 02 2009 11:45am Duration Pages Result Jan 2 11:44am Fax Sent 98173907520 0:58 4 OK Star -Telegram 400 W. 7TH STREET FORT WORTH, TX 76102 (817)390-7761 Federal Tax ID 26-2674582 Bill To: CITY OF GRAPEVINE SECRETARY PO BOX 95104 GRAPEVINE, TX 76099-9704 INVOICE 4 " Customer ID: CIT25 Invoice Number: 302314871 Invoice Date: 1/4/2009 Terms: Net due in 21 days Due Date: 1/31/2009 PO Number: Order Number: 30231487 Sales Rep: 073 Description: CITY OF GRAPEVI Publication Date: 1/4/2009 CITY OF GRAPEVINE, TEXAS On 13580 1 222 222 LINE $3.43 $761.46 Mise Fee $12.40 Net Amount: $773.86 THE STATE OF TEXAS County of Tarrant Before me, a Notary Public in and for said County and State, this day personally appeared Deborah Baylor, Bid and Legal Coordinator for the Star - Telegram, published by the Star -Telegram, Inc. at Fort Worth, in Tarrant County, Texas; and who, after being duly swom, did depose and say that the attached dipping of an advertisement was published in the above named paper on the listed dates: BIDS & LEGAL DEPT. STAR TELEGRAM (817) 390-7501 r\ - _ I—, n ..aw11lldlra.. SUBSCRIBED AND SWORN TO BEFORE ME, THIS Tuesday, January Notary ci n c, Thank You For Your Payment —_ -----.......------------------...-.-------_---------- Remit To: Star -Telegram Customer ID: P.O. BOX 901051 Customer Name: :FORT WORTH, TX 76101-2051 Invoice Number: Invoice Amount: PO Number: Amount Enclosed: CIT25 CITY OF GRAPEVINE SECR 302314871 $773.86 Legal Notices Lega Council and Planning ture and Zoning Com- ucal mission of the City of ' of Grapevine 'will pror hold a public hearing Lov, to consider the fol- of 4 lowing items: AMOK Z08-13 - RESIDENCE MEI AT GRAPEVINE PRE STATION - submit- ING ted by Westwood 73 - Group for property and located at 1020, will 1022, 1024, 1028 ame 1030 Texan Trail ani chat cant for tt it of a space. .The property is owned by owned by Triple T Firms, Ltd. CU08-35 - GRAPE- VINE - RAPE -VINE- STATION submitted by West- wood Group for property located at 1026, 1034, -3.098, 1044, 1046, 1048, 1050, 1052, .1054 1056 Texan Trail and platted as Lots 1-7, Block L Lots IRA and 2A, Block 2A, Lot 3, Block 3, Grapevine Station Addition. The applicant is re- qesting a condo use permit to amend the previ- ously approved site plan specifically to reduce the planned business park from 23.2 acres - to 17.34 acres for the devel- use gas Development Service Department Public Hearing Property Owner Research Applicant: Chesapeake Energy Case No.: SU08-06 Address/Legal Description: 2720 N Grapevine Mills Blvd - • . 1- • . • • I ffiF"r7-4lVU=.C1j Grapevine Mills Addition 3000 Grapevine Mills Pk Grapevine Mills Ltd Prtnshp Blk 1, Lot 1R3 P O Box 6120 Indianapolis, IN 462066120 Gibson, James Survey 2800 Grapevine Mills Pkwy North Texas Acquisition Lic A 587 Trs 2A1 2A1 B & 5701 N Shartel Ave 5A1 Oklahoma City Ok 73118 &A 1415 Tr1C1A1 Gibson, James Survey 3421 Grapevine Mills Pkwy North Texas Acquisition Llc A 587 Tr 2A1 5701 N Shartel Ave Oklahoma City Ok 73118 Mills Run Addition 2701 N Grapevine Mills Granite Cross Creek Lp Blk 1 Lot 1 R Blvd 2 Park Piz Ste 800 Portion In Tif Irvine Ca 92614 Mills Run Addition 2701 N Grapevine Mills Granite Cross Creek Lp Blk 1 Lot 1R Blvd 2 Park Piz Ste 800 Less Portion In Tif Irvine Ca 92614 Proof of Notice in the City of Grapevine, Texas Case No. SU08-06 Planning and Zoning Commission M M Pursuant to Article 1011 F, Vernon's Civil Statutes: I, the undersigned being a Planner for the City of Grapevine and having the records pertaining to applications for change of zoning and the notices sent pursuant thereto under my supervision and control, in the performance of the function of my office and employment, do hereby solemnly swear and affirm that pursuant to Article 1011 F, Vernon's Civil Statutes, written notices were served on the parties listed above in the City of Grapevine, zoning Case SU08-06 on this the 9th day of January 2009. (D) — Duplicate (,) — Indicates notice addressed and stamped. Executed this the 9th day of January 2009. r�t s4?t,,, o, 4 City of Grapevine 136niner State of Texas County of Tarrant Before me Susan Batte on this day personally appeared Ron Stombaugh 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 a j� Vp)Wped to me that he executed the same for the purposes and consideration therein expk4��; AN Bgp6-f® (Seal) given under myan41� ,q.pffioB this 9th day of J ary 2009. N ary in and for State o exas O:\ZC U\FORMS\ZCU.31.doc Aft 14 IF 1 inch = 300 feet ND \ rol 1R 35.47 @ ADO Z 1R 35.4 7 @ TR 2881 TR �o 5.135(41 a°.4 y ro 114 , F� l4 N N I TRS135@ 5,13 TR 5B AC 501 0 @ �PpEUINE MILLS BLVD - - - �G Grapevine Mills Ltd Prtnshp P O Box 6120 Indianapolis, IN 462066120 North Texas Acquisition Llc 5701 N Shartel Ave Oklahoma City Ok 73118 Granite Cross Creek Lp 2 Park Plz Ste 800 Irvine Ca 92614 SU08-06 CHESAPEAKE ENERGY File #: SU08-06 CHESAPEAKE ENERGY NOTICE OF PUBLIC HEARING GRAPEVINE CITY COUNCIL AND PLANNING AND ZONING COMMISSION Because you are a property owner within 200 feet of the subject tract of land as shown by the last City -approved tax rolls, you received this notice. If you cannot or do not wish to attend the hearing, the attached form is provided for your convenience. If owners of more than 20% of the property within 200 feet of the subject tract object to the case, a 3/4 vote of the City Council is required to approve the request. Purpose of Request: The public hearing is to consider an application submitted by Chesapeake Operating, Inc. for property located at 2720 North Grapevine Mills Boulevard and proposed to be platted as Lot 1, Block 1, Grapevine Mills Wells Addition. The applicant is requesting a special use permit to allow gas well drilling and production in a nonresidential district. The property is zoned "HCO" Hotel/Corporate Office and is owned by North Texas Acquisition LLC. A copy of the site plan is on file with the Department of Development Services. Hearing Procedure: When: 7:30 PM, TUESDAY, JANUARY 20, 2009 What: JOINT PUBLIC HEARING GRAPEVINE CITY COUNCIL & PLANNING AND ZONING COMMISSION Location: PUBLIC HEARING: COUNCIL CHAMBERS, 2nd FLOOR COMMISSION'S DELIBERATION SESSION, 2nd FLOOR 200 S. MAIN STREET, GRAPEVINE, TEXAS Applicant and Other Speakers' Presentation. Public Input, Neighborhood Associations, Property Owners Within 200 feet, Interested Citizenry. Questions from City Council and Planning and Zoning Commission for Applicants, City Staff and Guests Present. 1: 1• CHESAPEAKE ENERGY WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN.5 PM ON MONDAY, JANUARY 19 2009 Procedure to Respond: As (a Property Owner within 200 feet of the subject tract) or (an interested citizen), I (approve) (protest) and/or (have the following comments) Current Property Owner Name (printed) Property Address: Lot , Block , Addition Property Owner Signature: Daytime phone number: Telephone: (817)410-3155 Fax: (817)410-3018 Direct questions and mail responses to: Planning Secretary Department of Development Services City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 Development Service Department Public Hearing Property Owner Research Applicant: Chesapeake Energy Case No.: SU08-06 Address/Legal Description: Residential with 1000 ft 0:\ZCU\F0RMS\ZCU.31.doc Mills Run Addition 2701 N Grapevine Mills Granite Cross Creek Lp Blk 1 Lot 1 R Blvd 2 Park Plz Ste 800 Portion In Tif Irvine Ca 92614 Mills Run Addition 2701 N Grapevine Mills Granite Cross Creek Lp Blk 1 Lot 1 R Blvd 2 Park Plz Ste 800 Less Portion In Tif Irvine Ca 92614 WAGON WHEEL 003225 N GRAPEVINE WALLCON EQUITIES LTD ADDITION MILLS BLVD 2525 N STEMMONS FWY BILK 1 LOT 1 DALLAS TX <null> <null> 0:\ZCU\F0RMS\ZCU.31.doc W Legend WeII Site 1000' mll Buffer Streets Parcels Well Site 1000' Buffer Zone z? 0 250 500 1,000 Feet x rn N W E S 1 V3%3'V C" � TR 4 41 AC 0 - 9R• . . . . . . . _ . • .TR R— ...... _ . GUSo��---:- - - - _ • . • • • • _ . . • • - . . . . . . . . . . . • • • • • . _ . • • • - . - y(�ti .TR2 . . . . .R 1i14TC• TR , re 41 @ .:.....::::::::::•-: GU d . _ • . . . . TR 2A, . . . . . . - . . . . • - 587 • • • • . • • • • • TR 2A,B HCO17 302 _ . . . . TR 2A1 • • • . . • • - 589 TR3 . . . . . . 947AC 2Y ;�B 2W � 1C1AA1 a a Of A33' a W- 2 343739V9') Aa 3 „y y ,a yjJ CC R, .J U AR, o a ti} a 2,874 SU08-06 1 inch _= 400 feet Residential within 1000 ft Granite Cross Creek Lp 2 Park Plz Ste 800 Irvine Ca 92614 WALLCON EQUITIES LTD 2525 N STEMMONS FWY DALLAS TX <null> SU08-06 Chesapeake Energy 1000 ft January 9, 2009 File #: SU08-06 - CHESAPEAKE ENERGY Dear Property Owner Because you are a property owner within 1,000 feet of a proposed gas well drilling and production site, as a courtesy you are hereby notified of a public hearing to be held January 20, 2009 at 7:30 p.m. at City Hall, 200 South Main Street, Grapevine, Texas 76051. The City's oil and gas well drilling ordinance requires a minimum 1,000 feet separation from any gas well and habitual structure, however a variance to this requirement can be granted by the City Council. You may attend the public hearing and state any concerns you may have or you may send a written statement of our concerns which will be provided to the City Council. If you have any questions please feel free to contact Ron Stombaugh, Planning and Development Manager at 817-410-3155. TO: FROM: MEETING DATE: SUBJECT: r ---I l l �'—---------- Graker Lake iel j D 11— ops'9 ' � V (.jITEM # l 2, - HONORABLE MAYOR, CITY COUNCIL EMBAND THE PLANNING AND ZONING COMMISSION BRUNO RUMBELOW, CITY MANAGER l SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR/`�Vr�-' JANUARY 20, 2009 DEVELOPMENT SERVICES TECHNICAL REPORT OF SPECIAL USE APPLICATION SU08-06 I.H. u Northwes , �ooa' l S DFW 3 I Hall-Johnsony�Airport e m O a I T----� o I Glade Fd. 3 APPLICANT: Chesapeake Operating, Inc. PROPERTY LOCATION AND SIZE: The subject property is located at 2720 North Grapevine Mills Boulevard and is proposed to be platted as Lot 1, Block 1, Grapevine Mills Wells Addition. The addition contains 8.65 acres and has approximately 590 feet of frontage along North Grapevine Mills Boulevard. REQUESTED SPECIAL USE AND COMMENTS: The applicant is requesting a special use permit to allow for gas well drilling and production in a nonresidential zoninq district. The applicant proposes to potentially drill five gas wells on the subject site. Chapter 12 of the Code of Ordinances requires a minimum setback of 500 feet from any recorded lease line or recorded property line. The nearest well is proposed to be located 217 feet from the southernmost property line near Grapevine Mills Circle and 392 feet from the property line to the west; the applicant is asking to vary 283 feet from this 500 foot setback requirement to the south and 108 feet to the west. In addition, Chapter 12 requires a minimum setback of 1,000 feet from any residence, religious institution, public building, hospital building or school. The nearest well is proposed to be located 535 feet from the nearest apartment structure to the west; the applicant is asking to vary 465 feet from this 1,000 foot setback requirement. \ZCU1SU08-06.4 I January 13, 2009 (8:22AM) A six foot masonry screening wall is proposed after the site transitions to the production phase with additional landscaping to be provided along the northern, southern, and western edges of the production site within potential view of Grapevine Mills Circle and North Grapevine Mills Boulevard. PRESENT ZONING AND USE: The property is currently zoned "HCO" Hotel/Corporate Office District and is vacant. HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding property were rezoned in the 1984 City Rezoning from 1-1 ", Light Industrial to "HCO", Hotel/Corporate Office and "PID", Planned Industrial Development. The subject property was rezoned (Z95-13) to "CC", Community Commercial on October 17, 1995. The subject property was granted a Conditional Use Permit CU95-36 for development of a planned commercial center in excess of 1,000,000 square feet of gross leasable area and conditional use pole signs. The public entryway features were approved as an addenda (ADD96-01) to CU95-36 by Resolution 96-34. Conditional Use Permit CU96-26 (Ordinance 96-79) revised the site layout, the ring road configuration and access to residential properties to the west. Conditional Use Permits CU97-05 and CU97-06 (Ordinance 97-09, 97-11) allowed alcoholic beverage sales (Sega Gameworks) and amended the site layout. Special Use Permit SU97-04 (Ordinance 97- 10) allowed skill -oriented games in excess of eight (8) machines and two (2) billiard tables. CU97-13 (Ordinance 97-28) allowed for alcoholic beverage sales in conjunction with a restaurant (The American Wilderness Experience). CU97-18 (Ordinance 97-40) also allowed for alcoholic beverage sales in conjunction with a restaurant (Rainforest Cafe). CU97-29 (Ordinance 97-55) was approved by Council at the June 3, 1997 joint public hearing which allowed for signage for the entire Grapevine Mills Mall project including the outparcel areas. CU97-29 was later modified at the July 1, 1997 joint public hearing to provide for an 80 foot entertainment globe (Ordinance 97-61). CU97-25 (Ordinance 97-57) was approved at the June 17, 1997 joint public hearing and allowed for alcoholic beverage sales in conjunction with a restaurant (Tres Hombres) located in the outparcel area. CU97- 36 (Ordinance 97-72) amended the site layout for the development of a retail use in the outparcel area (Michael's). CU97-42 (Ordinance 97-92) was approved at the August 19, 1997 joint public hearing and allowed the development of a retail tire store (Discount Tire) in the outparcel area. At the November 18, 1997 joint public hearing, a 38.255 acre Phase 2 development was incorporated into the overall Grapevine Mills Planned Commercial Center located to the southeast of the Mall proper across State Highway 26 and bordered also by the southbound service road of State Highway No. 121 and Bass Pro Drive (Bethel Road). Z97-22 (Ordinance 97-125) rezoned 11.825 acres from "PCD" Planned Commerce Development District and 26.43 acres from "HCO" Hotel/Corporate Office District to "CC" Community Commercial District for the development of Bass Pro Shops Outdoor World and Embassy Suites Hotel. CU97-60 (Ordinance 97-126) and CU97-61 (Ordinance 97- XZCU\SU08-08.4 2 January 13, 2009 (8:22AM) 127) incorporated Bass Pro Shops Outdoor World and Embassy Suites Hotel into the Grapevine Mills Planned Commercial Center and also allowed for on -premise consumption of alcoholic beverages and seven 40 foot pole signs. The November 18, 1997 joint public hearing also established CU97-62 (Ordinance 97-128) Rooms To Go, a 39,870 square foot retail furniture store; CU97-63 (Ordinance 97-129) Chick-Fil-A, a 3,822 square foot restaurant; and CU97-64 (Ordinance 97-130) which allowed for off -premise consumption of alcoholic beverages (wine only) for a lease space within the Mall proper. CU97-68 (Ordinance 97-147) was approved at the December 16, 1997 joint public hearing which allowed the development of a 3,855 square foot heath care facility (Primacare) in the Phase 1, outparcel area. CU97-75 (Ord. 98-10) was approved at the January 20, 1998 joint public hearing which amended the signage plan for wall signage associated with outparcel tenants. CU97-76 (Ord. 98-11) was also approved at the January 20, 1998 joint public hearing which approved a 10,095 square foot restaurant (Cozymel's) in the Phase 1, outparcel area. CU98-03 (Ordinance 98-17) was approved at the February 3, 1998 joint public hearing, which approved an amended floor plan for Dick Clark's American Bandstand restaurant. CU98-07 (Ord. 98-40) allowed for on -premise consumption of alcoholic beverages in conjunction with a restaurant (Corner Bakery). CU98-21 (Ord. 98- 74) was approved at the June 16, 1998 joint public hearing which amended the floor plan for American Wilderness. Also approved with this request was a request by the Mills Corporation to extend to January 15, 1999 the temporary parking areas at Anchor Pads A and B. At the September 15, 1998 joint public hearing CU98-47 (Ord. 98-116) was approved amending the floor plan for Cozymel's in the outparcel area of the Grapevine Mills Mall. CU98-48 (Ord. 98-117) was approved at the same public hearing and established MJ's Chop House/Mason Jar—a dual concept restaurant with alcohol beverage sales in the outparcel area. Also, CU98-49 (Ord. 98-118) was approved at the September 15, 1998 joint public hearing which allowed for canopy extensions over the main entrance and ticket window areas of the AMC Theater complex at Grapevine Mills. CU98-57 (Ord. 98-130) was approved at the October 20, 1998 which allowed for the development of a Black -Eyed Pea restaurant with alcohol beverage sales in the Phase 1, outparcel area. At the November 17, 1998 joint public hearing Council approved CU98-59 (Ord. 98-135) allowing alcoholic beverage sales throughout the premises for "special events" at Sega Gameworks. CU98-63 (Ord. 98-151) was approved at the December 15, 1998 joint public hearing which allowed for a 6 -story, 121 -room hotel (AmeriSuites) in the outparcel area. CU98-79 (Ord. 99-17) was approved at the February 2, 1999 joint public hearing which allowed a revision to the floor plan for Sega Gameworks. At the March 23, 1999 joint public hearing, Council approved CU99-12 (Ord. 99-16) which allowed for a revision to Anchor "G" specifically a reduction in square footage from 35,790 square feet to 26,500 square feet for Iguana Ameramex. Council approved at the April 20, 1999 joint public hearing CU99-17 (Ord. 99-61) for a restaurant in the mall proper (Jekyll and Hyde) with on -premise alcoholic beverage sales (beer, wine, and mixed drinks). CU99-27 (Ord. 99-83) was approved at the May 18, 1999 joint public hearing which allowed for the construction of a partial stone wall with trellis along the rear elevation for Cozymel's. At the July 20, 1999 joint public hearing, Council approved CU99-41 (Ord. 99-109) for a 7,189 square foot restaurant (Bennigan's) with on -premise consumption of alcoholic beverages (beer, wine, and mixed drinks) in the Phase 1, outparcel area. \ZCU1SU08-06.4 3 January 13, 2009 (8:22AM) The H/A Grapevine Joint Venture property to the north and northwest of Anderson -Gibson Road was rezoned in 1985 as a part of the "Terra Tract" to "R -MF -1", Multifamily District, "R -MF -2", Multifamily District, "HCO", Hotel/Corporate Office, "LI", Light Industrial, "CC", Community Commercial and "PID", Planned Industrial Development. The property never developed. The same property was recently rezoned (Z95-06); the actual zoning designations changed very little, but the deed restrictions and the letter of agreements changed a great deal. At the August 4, 1999 meeting CU99-28 (Ord. 99-112) was approved for the Cross Creek Apartments. Council approved at the meeting on February 21, 2006 zoning change request Z06-02 (Ord. 06-11) for a recently completed 39 -unit townhome development. At the November 7, 2006 meeting CU06-42 (Ord. 2006- 79) was approved for a car wash service, Pronto Wash, adjacent to Neiman Marcus Last Call. At the November 21, 2006 meeting CU06-52 (Ord. 06-83) was approved for a 26,325 square foot retail structure located between Rooms To Go and Chuck E. Cheese. Approximately 98 acres located to the east and the north (Billingsley tracts) were recently rezoned at the October 21, 1997 joint public hearing (Z97-15 and Z97-16, Ordinance 97- 117 and 97-118 respectively) from "HCO" Hotel/Corporate Office District, "PID" Planned Industrial Development District, and "R-20" Single Family Residential to "CC" Community Commercial District and "BP" Business Park District (approximately 20 acres). SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC" Community Commercial District, and "R -MF -2" Multifamily District—Apartments at Cross Creek Ranch and recently approved Wagon Wheel Ranch apartment project SOUTH: "CC" Community Commercial District—Grapevine Mills Mall EAST: "CC" Community Commercial District—vacant property, Ashley's Furniture, multi -tenant planned commercial center, La -Z -Boy furniture store WEST: "R -MF -2" Multifamily District—Apartments at Cross Creek Ranch AIRPORT IMPACT: The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone B, the following uses may be considered only if sound treatment is included in building design: multi family apartments, motels, office buildings, movie theaters, restaurants, personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use in this noise zone. 2CUM08-06.4 4 January 13, 2009 (8:22AM) MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's proposal is in compliance with the Master Plan. /rs \ZCU\SU08-06.4 5 January 13, 2009 (8:22AM) ..i.,_,, .;f; fZ MEMO TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE: FEBRUARY 17, 2009 SUBJECT: SPECIAL USE REQUEST SU08-06 RECOMMENDATION: Staff recommends the City Council accept the applicant's request to withdraw without prejudice special use permit request SU08-06 and the preliminary and final plat of Lot 1, Block 1, Grapevine Mills Wells Addition, and take any other action necessary. BACKGROUND: The applicant submitted a special use request and a preliminary and final plat for property located at 2720 North Grapevine Mills Boulevard to allow for gas well drilling and production in a nonresidential zoning district. At the January 20, 2009 meeting the applicant requested tabling of the special use application to work out details relative to the location of the wells. /sb 0:\ZCU\CU08-15.41 1 02/12/09 9:18 AM February 4, 2009 City of Grapevine Development Services Planning Division 1200 S. Main Street Grapevine, TX 76051 Attn: Mr. Ron Stombaugh Mr. Scott Williams Martin J. Johnson it lanager — Field Permitting Re: Grapevine Mills Drillsite, SUP, Site plan and Plat- SUP 08-06 To Whom It May Concern: Chesapeake respectfully withdraws from consideration without prejudice SUP 08-06 and the supporting preliminary and final plat for the Grapevine Mills Addition. Sincerely, paxo'd A �nre Martin J. Johnson MJJ:hmb IN" "4 , "'JO /'Os 0 et - Chesapeake Energy Corporation 100 Energy Way - Fort Worth, TX 76102 Direct: 817.502.5621 * Cell: 817.718.6037 - Fax 817-945-5202 - martinjohnsonCaclik.corn January 23, 2009 City of Grapevine Development Services Planning Division 1200 S. Main Street Grapevine, TX 76051 Attn: Mr. Ron Stombaugh Mr. Scott Williams Re: Grapevine Mills Drillsite , Site plan and SUP Application To Whom It May Concern: Martin J. Johnson Manager — Field Permitting Chesapeake Operating, Inc. respectfully requests the February 17th public hearings to be tabled to allow additional time to explore the requests of Council as it relates to the Special Use Permit and distance variance request on the above referenced matter. Please accept this letter as our formal request to postpone the Public hearings on this matter until March 17th, 2009. Sincerely Martin . Joh r MJJ:hmb Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Direct: 817.502.5621 • Cell: 817.718.6037 • Fax 817-945-5202 • martin.johnsonCchk.com r IENERGY December 1, 2008 City of Grapevine Development Services Planning Division 1200 S. Main Street Grapevine, TX 76051 Attn: Mr. Ron Stombaugh Re: Grapevine Mills 1H, 2H, 3H Drillsite Dear Mr. Stombaugh: sjjo�_olS Martin J. Johnson Manager — Field Permitting 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 this property for Natural Gas Exploration. This site adheres to the setbacks and ordinance requirements set forth in Chapter 12 Article VII of the "Oil and Gas well Drilling Regulations" with the exception of two setback requirements not being satisfied. One setback requirement not being satisfied is the required 500' from any lease line indicated on the Texas Railroad Commission form W-1. The closest well is 217' to the southern lease line. The Southern edge of the property is the Grapevine Mills Circle and Stars and Stripes property. The second setback requirement not being met is the required 1,000' setback from any protected use. The closest gas well bore is located 535' from the nearest apartment complex to the west. We are hereby asking for special consideration from Council and Staff to allow these wells to be drilled within 500' of the lease line and 1,000' from a protected use. Attached to this application are 4 copies of a complete site plan including grading, drainage, elevations and landscape plans for this site; additionally we have included 3 copies of the site plan only along with one copy of the required documents required under the Gas Drilling Regulations. Chesapeake and its representative would like to schedule a meeting to review the plans and information supplied in this package and to address any questions that you may have on this site. Please contact myself or Jonathan Faughtenberry at 817-502-5804 or jonathan.faughtenberry@chk.com to schedule a meeting. Sincerely, Martin J. Johnson 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 Exhibit B Railroad Commission of Texas PERMIT TO DRILL, RECOMPLETE, OR RE-ENTER ON REGULAR OR ADMINISTRATIVE EXCEPTION LOCATION CONDITIONS AND INSTRUCTIONS 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 -MC 151), 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. *NOTIFICATION 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: PHONE PO Box 12967 (512) 463-6751 Austin, Texas, 78711-2967 Page 1 of 2 RAILROAD COMMISSION OF TEXAS OIL & GAS DIVISION PERMIT TO DRILL, DEEPEN, PLUG BACK, OR RE-ENTER ON A REGULAR OR ADMINISTRATIVE EXCEPTION LOCATION PERMIT NUMBER DATE PERMIT ISSUED OR AMENDED DISTRICT 672069 (AMENDED) Nov 15, 2008 05 API NUMBER FORM W-1 RECEIVED COUNTY 42-439-33832 Nov 07, 2008 TARRANT TYPE OF OPERATION WELLBORE PROFILE(S) ACRES NEW DRILL Horizontal 182 OPERATOR 147715 NOTICE 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 GRAPEVINE MILLS 1H LOCATION TOTAL DEPTH 22 miles NE direction from FORT WORTH 9000 Section, Block and/or Survey SECTION { 155 BLOCK { ABSTRACT { 587 SURVEY{ GIBSON, J DISTANCE TO SURVEY LINES DISTANCE TO NEAREST LEASE LINE 478 ft. S 1478 ft. W 360 ft. DISTANCE TO LEASE LINES DISTANCE TO NEAREST WELL ON LEASE 386 ft. NW 454 ft. W See FIELD(s) Below FIELD(s) and LIMITATIONS: FIELD NAME ACRES DEPTH WELL # DIST LEASE NAME NEAREST LEASE NEAREST WE ---------------------------------------------------------- — --- — --- NEWARK, EAST (BARNETT SHALE) -------- --------- ------- 182.00 7,216 1H 09 GRAPEVINE MILLS 360 0 ------------------------------------------------------- WELLBORE PROFILE(s) FOR FIELD: Horizontal ------------------------------------------------------- RESTRICTIONS: Lateral: TH1 Penetration Point Location Lease Lines: 360.0 F NW L 1308.0 F E L Terminus Location BH County: TARRANT Section: Block: Abstract: 1415 Survey: SUGGS, H Lease Lines: 360.0 F W L 1249.0 F SE L Survey Lines: 530.0 F W L 1938.0 F N 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: Nov 15, 2008 9:23 AM('As Approved' Version) Page 2 of 2 N O a� m CL 0 v o N N N 3� o (D - o c a0 o x O z v' 0 N _ O N 0 0 ^i i y L N v C N CL Q z -Eg� (U6 ° r .Y ❑ 3 Y "O c� M m ° O s O O z y U `y O 7a a '~ �_ � Z U W U N C r" �I n ElL, U o 3 z O oo :3 Y o rA M v c N W F R asco = Wp —y ❑ fl. � p � � F[ fes. c � O c... E c— c o00 F•rl R. U 0. 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Y o R E U crV r `f �T l� 06 U) .— V N N N LL. 4 N m N O a� m CL R N 4- 0 N (D 0) m IL r C z m Z G c N C N C U � 0 U R U) � r Q r vJ J W W J U) W O Z V LJ 2 2 p z 0 a O LO O CN OD � �k � o N c y LL co m m R u ai ai N U Q Z = __ Z V H W 0 G Q Z W Q Z o d m s 0 �- O W U) it Y Q v W w MX Q a z E = _> W a R V O U - p a y F„ E O z L) Z y N C Q O O '' 3 y o v 0 c 0 O Mcts O O M ci V c M O c z' o y a 0 r ` o UcG a o M CC L V, N 4- 0 N (D 0) m IL 1.478`— JOHN ROBERTS144' SURVEY --.— -. A-13010 / 1 jPUPP (360' FROM Nw LEASE LINE v( ,1.308' FROM E LEASE LINE E�( j HENRY SUGGS a( SURVEY A--1415 r a,i y( GRAPEVINE MILLS ( (182 AC) SURF INE 1H 1.313' ti �ry 4 558.23`38"V 392' ANDREW W. ANDERSON SURVEY A-26 5301-- '326 0 360' FROM IN LEASE LINE 1,249' PROM SE LEASE L[NE 698' FRbV SW LEASE CORNER E.T{$E UtZOER9Ki�NEO DD HERE�d TELY CE C M SURFACE TLOCCA�PON OF THE %BJEC.T WELL AS STAB ON THE CaROm UNDER MY BJPHNIsm PSHL t Ola'> ` '•' :?;P LAT --32A02641 94 *" �` ; LONG -z4 04441 ,.ti. .'..;."�lJTFZ LAT. -12�4 318 ..... LONG 57.04477 ..T .N!`,0 42� n s� RPLs f 'vim S S 1° at, t Xa2139TO5 e r TExas vp. "v0 S j "rti 4 A * * p o ■ �f ~d7"�+? GRAPEVINE MILLS 1H low wrmm ROM PROPOSED WELL LOCATION PLAT 091A% 7X 75M Fli.-214-341-49Dt1 FAX -1x-341-9295 CITY OF GRAPEVINE -"ra�E.«e-.�r� TARRANT COUNTY.. TEXAS 3`M )*Wl AW -As P# SURFACE LOCATION OF GRAPEVINE MILLS 1H LAT.m3798•N LONG. -97.041284•W QAA LAT -=32.M 970921 • N LONG.=9T.0415Tl*W EASTIJ X })W0675 GRD ELEV (NAV088)=541 APPROX. 22 MILES HE OF FORT WORTH HEIRS OF JAMES G I BSCN SURVEY A-586 i SCALE IN FEET 0 300 600 900 1200 SCALE 1"= 600' LEO6VD to - KOP - KICKOFF PONT D - PSH. - PROPOsm BOTTOM HOLE LOCAT" -M.PP -LOCATED OdSO' ! F POW T 0 - PLPP - PROPOSED LONER PEhETRATK)N POENT LOCATED 96'FWM FROPOSEO BOTTOM HOLE LOCRDN 0 - SLFFACE LOCATION NOTE COOMHATES AiFE NAS} GFUD VALLES. TEXAS NORTH CENTRAL 31NE Qw- 2 PREPARED FROBd A PAR AL ON THE ORSNNO SLFNEl. 3. RWORD RESSAI.H PROVow BY Ci£6APcAKE 4. THE RAT DOES NOT RFFfWEENT A Boca.DARr sLv�vEY. -A:..t set c i..A.34-45115 40 HEIRS OF PAg JAPES GIBS -N >RAPEVIN, MILLS SURVEY 1 A-587 1.478`— JOHN ROBERTS144' SURVEY --.— -. A-13010 / 1 jPUPP (360' FROM Nw LEASE LINE v( ,1.308' FROM E LEASE LINE E�( j HENRY SUGGS a( SURVEY A--1415 r a,i y( GRAPEVINE MILLS ( (182 AC) SURF INE 1H 1.313' ti �ry 4 558.23`38"V 392' ANDREW W. ANDERSON SURVEY A-26 5301-- '326 0 360' FROM IN LEASE LINE 1,249' PROM SE LEASE L[NE 698' FRbV SW LEASE CORNER E.T{$E UtZOER9Ki�NEO DD HERE�d TELY CE C M SURFACE TLOCCA�PON OF THE %BJEC.T WELL AS STAB ON THE CaROm UNDER MY BJPHNIsm PSHL t Ola'> ` '•' :?;P LAT --32A02641 94 *" �` ; LONG -z4 04441 ,.ti. .'..;."�lJTFZ LAT. -12�4 318 ..... LONG 57.04477 ..T .N!`,0 42� n s� RPLs f 'vim S S 1° at, t Xa2139TO5 e r TExas vp. "v0 S j "rti 4 A * * p o ■ �f ~d7"�+? GRAPEVINE MILLS 1H low wrmm ROM PROPOSED WELL LOCATION PLAT 091A% 7X 75M Fli.-214-341-49Dt1 FAX -1x-341-9295 CITY OF GRAPEVINE -"ra�E.«e-.�r� TARRANT COUNTY.. TEXAS 3`M )*Wl AW -As P# SURFACE LOCATION OF GRAPEVINE MILLS 1H LAT.m3798•N LONG. -97.041284•W QAA LAT -=32.M 970921 • N LONG.=9T.0415Tl*W EASTIJ X })W0675 GRD ELEV (NAV088)=541 APPROX. 22 MILES HE OF FORT WORTH HEIRS OF JAMES G I BSCN SURVEY A-586 i SCALE IN FEET 0 300 600 900 1200 SCALE 1"= 600' LEO6VD to - KOP - KICKOFF PONT D - PSH. - PROPOsm BOTTOM HOLE LOCAT" -M.PP -LOCATED OdSO' ! F POW T 0 - PLPP - PROPOSED LONER PEhETRATK)N POENT LOCATED 96'FWM FROPOSEO BOTTOM HOLE LOCRDN 0 - SLFFACE LOCATION NOTE COOMHATES AiFE NAS} GFUD VALLES. TEXAS NORTH CENTRAL 31NE Qw- 2 PREPARED FROBd A PAR AL ON THE ORSNNO SLFNEl. 3. RWORD RESSAI.H PROVow BY Ci£6APcAKE 4. THE RAT DOES NOT RFFfWEENT A Boca.DARr sLv�vEY. -A:..t set c i..A.34-45115 40 Railroad Commission of Texas PERMIT TO DRILL, RECOMPLETE, OR RE-ENTER ON REGULAR OR ADMINISTRATIVE EXCEPTION LOCATION CONDITIONS AND INSTRUCTIONS 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-MC151), 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-1 (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. *NOTIFICATION 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: PHONE PO Box 12967 (512) 463-6751 Austin, Texas, 78711-2967 Page 1 of 2 RAILROAD COMMISSION OF TEXAS OIL & GAS DIVISION PERMIT TO DRILL, DEEPEN, PLUG BACK, OR RE-ENTER ON A REGULAR OR ADMINISTRATIVE EXCEPTION LOCATION PERMIT NUMBER DATE PERMIT ISSUED OR AMENDED DISTRICT 672070 (AMENDED) Nov 15, 2008 05 API NUMBER FORM W-1 RECEIVED COUNTY 42-439-33826 Nov 07, 2008 TARRANT TYPE OF OPERATION WELLBORE PROFILE(S) ACRES NEW DRILL Horizontal 182 OPERATOR 147715 NOTICE 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 GRAPEVINE MILLS 2H LOCATION TOTAL DEPTH 22 miles NE direction from FORT WORTH 9000 Section, Block and/or Survey SECTION { 155 BLOCK { ABSTRACT { 587 SURVEY{ GIBSON, J DISTANCE TO SURVEY LINES DISTANCE TO NEAREST LEASE LINE 473 ft. S 1492 ft. W 330 ft. DISTANCE TO LEASE LINES DISTANCE TO NEAREST WELL ON LEASE 468 ft. W 400 ft. NW See FIELD(s) Below FIELD(s) and LIMITATIONS: FIELD NAME ACRES DEPTH WELL # DIST LEASE NAME NEAREST LEASE NEAREST WE -------------------------------------------------------------------------------------------- --- NEWARK, EAST (BARNETT SHALE) 182.00 7,216 2H 09 GRAPEVINE MILLS 330 363 ------------------------------------------------------- -----------------------------------------------------WELLBORE PROFILE(s) FOR FIELD: Horizontal WELLBORE ------------------------------------------------------- RESTRICTIONS: Lateral: TH1 Penetration Point Location Lease Lines: 371.0 F NW L 1219.0 F E L Terminus Location BH County: TARRANT Section: Block: Abstract: 1415 Survey: SUGGS, H Lease Lines: 330.0 F SW L 432.0 F SE L Survey Lines: 751.0 F W L 2876.0 F N 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: Nov 15, 2008 9:29 AM('As Approved' Version) Page 2 of 2 m 0 t0 d C O V O ' N N00 3� > x o °ti' o N N co y O +.. 3 z O v ca Q 3 zYc4 t6 o ❑ ° �N M ca > 1O c N 5 z 0 a Q F1 z 10lz o d ca x ° C4 wry❑ v -_ y Cl) m y Eln. s `� Cl) N •a` 7; �. El ❑ g 2 3 a R " aJ N a M O 'O ate.+ L v W 3 L s m a.M Q v 3 El N H N m W a o o v w ti ❑ L y o Foco v a E o O 3 U 00 O ❑ s q o v v v c4 Y E - N E w, Cid W ° N � w o v Lo o J E a E y w q c O� a -El Y a) Z N O r Q v o V p c O N o— H m U W H. W o Z a LL z Lo O O w C 0 El x ? c Qq. W �-+ i o ai CIO CIS H x b z v — ® Q R t clN A C V Ncu Z 0 Z IH R N LLJ O U E Q ° O V O N CAFi C O O ❑ El ONO a aoY o❑ fi a �-1 Q o W x ® U c < Z y E Q 0 O ❑O d " O = q C z <t W N ui Z m CDEE Q R U a) Z O C O W ®®oma. , _O Q d W a Z G > CL o Z El nQ c c V m Q 214LU q y, >, d ° > W � z 0 LLN .2d c to x F- , d `n Z O `' Z ° N v W N IQ cn a9i v o� W� r 00 M ® w� Q � E is is T y U C a N N d d'� W O C W 0 o q Q U N N Z LL Z 8 Cl) d o Z m a Z _.. y, J. Z C) z v p a a a Q ° ❑ O_ y Cl)Z � Z < Ca �• Q U U 7 Q. O V O ti U O 2 O on O V O z v y _ O ao J o Z c O Q" t!') a0i n. o R: _m w N W o v E ,,� w p a O LU ti - a p N ( J O n. z. z Q° °3 q U in 3 c y° O Z W O v No °a m laL U z ° Z z` y a 3 a w,n 0. 3 H = = a = w_ oo E v CA N m m 0 t0 d O co Imo- O O O N N CO L 0 z O C rL oL N O N (D 0) f0 a N 0 z a `4 z O � � U Q O U RLO Q (� W W J J_ U) Z W O o z V V w t W O O O z N O O w v O CO C14 CN O 0) M LO CO Cl) N C14 �# lu IL N co O — — N � Q C Q z = 4 Z W Q U) s a- 0 - T > o W Y Q v� Q W > W °O CL x � O tt b = �j R R W _ a o. n a o r) a •— M M N O �h z (D C N E O I� p c F E a d N a o M r m V N N O N (D 0) f0 a N48.32' 191E i` /SEE PP€ 1 371' FROMNE' 1,219' FROE 571' FROM SER oo,466 /PAD�`GRAPEVIkE MILLS1 /_Hi'2Ht`363 �, ANDREW W. ANDERSON SURVEY A--26 —751 s IFIRS OF J.4MES GtBSON SURVEY A--587 ---- 1.299" SURFACE LOCATION GRAPEVINE MILLS 2H ! SURFACE LOCATION OF GRAPEVINE MILLS 214 LAT.=322..08 0783'N LONG-=87.041239*W LAT.=3� 0907•N LONG�.=97. 041525• W NORTHDING t Y 4743 EASTING tX?=2140689 GRD ELEV tNAV0883=541 APPROX. 22 MILES NE OF FORT STH LAT. -32. .ONG.=97. LAT. �2 , LONG. =97. rc x HEIRS OF HENRY SUGGS G I BSOIN SURVEY c SURVEY A-1415 � � � A-586 GRAPEVINE MILLS J (162 AC) E �PLPP432 r ` FROM SE LEASE LINE I I� 33C' FROM SW LEASE LINT • JCiE* ; I `_ �, ..� SCALE IN FEET JOSEP'M S.PIP= ' e .. 0 300 600 900 1200 TEW W,fSUS I ` '�' SCAL= i" = 60 0' 11 -07 -dg AZA D* LLO GRAPEVINE MILLS 2H raw kbomEROAD PROPOSED WELL LOCATION PLAT Ptl-lu•-341-o o r FAX -zoic -3+1-9= CITY OF GRAPEVINE Omni-, 06, x TARRANT COUNTY, TEXAS SIMe�st.wWMFaW J,AO 0,6*:-:-VAfAZLA yrk:Vs�Aoltla'ZWV LEGEND KOP - KOCKOFF PONT - POK - PROPOSED BOTTOM MOLE LOCATKN O - PUPP - PROPOSED UPPER PENETRATION PONT LOCATED 456 FROM K MOFF P7.• f1VT 0 - PUP - PROPOSED LOk"EN PEWMATION POW L=TED BD'FROM PROPOSED BOTTOM MOLE LOCATION 0 - SURFACE LOCA.TTDN NOTE t- COORDINATES ARE NAD27 GM VALUES, TEXAS NORTH CEKTRAL ZONE 4202. 2 PREPARW FROM A PARML ON THE GROUND SLOWEY. 3. RWORD tIES"EA80i PROVM BY CHESAPEAKE_ 4 THS RAT DOS NOT REPPMNT A BOUNDARY SURVEY. R su C...... 86.4. S." 60o P.iW-d.TS 16102 Railroad Commission of Texas PERMIT TO DRILL, RECOMPLETE, OR RE-ENTER ON REGULAR OR ADMINISTRATIVE EXCEPTION LOCATION CONDITIONS AND INSTRUCTIONS 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 -I 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. *NOTIFICATION 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: PHONE PO Box 12967 (512) 463-6751 Austin, Texas, 78711-2967 Page 1 of 2 RAILROAD COMMISSION OF TEXAS OIL & GAS DIVISION PERMIT TO DRILL, DEEPEN, PLUG BACK, OR RE-ENTER ON A REGULAR OR ADMINISTRATIVE EXCEPTION LOCATION PERMIT NUMBER DATE PERMIT ISSUED OR AMENDED DISTRICT 672072 (AMENDED) Nov 15, 2008 05 API NUMBER FORM W-1 RECEIVED COUNTY 42-439-33827 Nov 07, 2008 TARRANT TYPE OF OPERATION WELLBORE PROFILE(S) ACRES NEW DRILL Horizontal 182 OPERATOR 147715 NOTICE 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 GRAPEVINE MILLS 3H LOCATION TOTAL DEPTH 22 miles NE direction from FORT WORTH 9000 Section, Block and/or Survey SECTION < 155 BLOCK { ABSTRACT { 587 SURVEY{ GIBSON, J DISTANCE TO SURVEY LINES DISTANCE TO NEAREST LEASE LINE 468 ft. S 1506 ft. W 330 ft. DISTANCE, TO LEASE LINES DISTANCE TO NEAREST WELL ON LEASE 482 ft. W 414 ft. NW See FIELD(s) Below FIELD(s) and LIMITATIONS: FIELD NAME ACRES DEPTH WELL # DIST LEASE NAME NEAREST LEASE NEAREST WE NEWARK, EAST (BARNETT SHALE) 182.00 7,216 3H 09 GRAPEVINE MILLS 330 340 ------------------------------------------------------- WELLBORE PROFILE(s) FOR FIELD: Horizontal ------------------------------------------------------- RESTRICTIONS: Lateral: TH1 Penetration Point Location Lease Lines: 494.0 F N L 870.0 F E L Terminus Location BH County: TARRANT Section: Block: Abstract: 1415 Survey: SUGGS, H Lease Lines: 330.0 F S (COR) L 1271.0 F W L Survey Lines: 1170.0 F E L 2244.0 F N 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: Nov 15, 2008 9:36 AM('As Approved' Version ) Page 2 of 2 N cm co a- 0 o — y o 04 -0 N 3 i�z o > Q ° E ,tio CO w aoi ao o 0 a z c c .—i a CL 0 Q-0 zY� m r,: . Elr sa o o o , ® � z w 3 z c ❑ ,; �' ❑ J" O O — — G _ c M i � 9. h 'O Y El s z � y Q3 U) d f1 S Q mE E L W 3 _ 0 CL U) Z _ o ? _ a 14 W o — El 3 m r E m O w N b E o° 3 p c d o co w U LU El Lo H _ El o y c �I xcu Q O O CIO �i O LU W o d y Li z� Q O ° C 0 x a G Elx s o 3 w 0 c a p a N ? d _° O Z yy U i 0 ° Q c18 Z H fi A IQ N N W aJ O E Q ° O a _ 0 y ~ OR Ri CL C4 E O z Uw Q •- o o ❑❑ ° ° c 0 Lo v Y `c ❑ r Q 0. Q x InE a V LU > C ° LLI H LU U EE Z m CL Uui on Q c"s (n J Q H o O o Q o y W a z 3 Q �' c Y C o pa„ W Z ❑ v m m z Q 214 H w, LU 29 LL CO O 0-v> Z E > p x Q Z E o N v w '� E w0 Fq CIO U z Nz Q E LLJ N N co (0 a u. LLJ 0 c g ° ° m c Q U N N Z Z b co04 Cl) (.N O Z°= Z ti —� Zcl a, o z O a ¢ � ElO Cl) LO F -d d Z Lo ° Z H q a 0 Uz C5 0au O U o z c = a� a, g co Ln = o - .E 0 0 t to a= a o �' O . u M J E a v J o c ° a UJ — a a ° a N O c Z p 2 z U � Q 3 0 o ° a� to u U W C- s 0 U O 3 a w' 3 F Da F a W�� o az U}LL- O 0 d N Q N cm co a- N 00 t- O O O N N ti L 0 z Q Z > C Oi G Q N O N co d ch 0 z a) 7 Z O pID U � O U ti r Q c W O z U LU N U o 0 0 z o o w a o 00d O M C CD O N N ti W N 'd N U Q z u C/) LLJ U w w w (n O LL1 z 0 v 52 ui U N Y Q ui `Q ,^ VJ N V LL I = E: W p p ZZ: -... z U O 2 a — p as c O C a 0 t o c O M O as a d a7 M T N _ y r Ki Ln =_ o r � � E F � N O N co d PSHL NA022 LAT.-32.963316aN LONG.=97.041432•W NADAI LAT.=32.963440'N LONG. -97.041719•W � 6 X=e140642 1,997' TO W SIRVEY LINE PU 494' FROM N LEASE LI 870' FROM E. LEASE LI F GM° HEIRS ODF JAMES GIBSON n SURVEY A-587 KQP St3 N38.55' 27 "£ 781' i 482' f e\1t v�I F �r HENRY SUGGS SURVEY z s A-1415 2 i ANDREW W. I c�Ff ANDERSON SURVEY ! l J 1 A-26 z GRAPEVINE MILLS i i (182 Acs) 1 w i a PLPP 615` FROM SE LEASE LINE 1,271' FROM W LEASE LINE 330' FROM, S LEASEICORNER) r r t t r 262'— PBI f t 7 1r ~� SCALE IN FEET 0 340 600 900 SCALE I' = 600' 120:} GRAPEVINE MILLS 3H PROPOSED WELL LOCATION PLAT rosy CITY OF GRAPEVINE TARRANT COUNTY, TEXAS ! ?AD - GRAPEVINE MILLS 1H C"I 2�t 3ki 1 SURFACE LOCATION OF GRAPEVINE£ MILLS 3H LAT. -32.970788•N LONG.=37.041193*V LAT.0892•N LCN 0.--97.041480' W NA027_IORi.O.;_ NORTHING (Y) -4T4738 EASTING (X)-2140703 HEIRS OF JAMES I GIBSON SURVEY A-586 I I I LEt3R1D t3 - KOP - KICKOFF PONT - PBHL - PROPOSED BOTTOM HOLE LOCATKW 0 - PLPP - PROPOSED UPPER PINETRA:TION PONT LOCATED 45V FF4M K"OFF POW 0 - PLPP - PROPOSED LOWER PEhETPAT)O i PONT LOCATED 20'FFC,M PROPOSEC BOTTOM HOLE LOCATION t'1, - SiWICE LCCATKkt NOTE: 1 COORON&S ARE NA027 Oft VA LIES. TEXAS NORTH CENTRAL ZONE 422. Z. PREPARED FROM A PARUAL ON THE TQROUN6 SU 4w, I RBOC J RESEARCH FROVMED BY CREWEAKE. 4 THS RAT OM NOT F� A BOLHOAW SLWEY. , Cbe�eke ft ftv vw Mnry C& -w-6 oswrt.a I— sm CSae ewe.5t—cs tea 600 10/01/2008 11:36 FAX 512 239 1003 TECQ IM001/001 Exhibit C at DEPTH OF USABLE -QUALITY GROUND WATER TO BE PROTECTED J �J ��A9 d PLEASE READ ALL INSTRUCTIONS 40 � irte edormallon requested is essamilsi m order fa this agency to proves an appropriate response. Please allow for receipt of this form in or offices at bast two weeks be --- ?Al apaat on begins. Duo W Uro volume of lttesa requests, at canes. a may be ditficuM for vs to hartdife telephone inquiries. Complete, keep the bollen sheet (goldanrad) for Your Clem, acct mail the top 3 sheets of the 4 -sheet set of carban Ge"d forms with a map to the address lector. tXre sheet bearing our response wm be retumed to you Ariother a wt9 be seat to the appropriate district office of am Rafted Commfectort individuals are ceded to request and review their personal ktformsfon that Cie agenel, gathers on Its `�fa�rts They may also have Surfaceany antes in C1ek Irifonnation comeded. To review such Information, u ct us at 51209.3282 If you tutee questions on how to fill out tide form or R E E (Y G LJ s�1V program, Please cantaet us at 5121239-0515 Surface Casing - MC 151 Date 09/30no08 _ TCEQ File No.: SG TCEct 4198 SEP 30 IN P.O. Box 13087 r---------------------- Austin, TX 78711-306 I lls, Laura Whalen via Bill Spencer 612-918-1062 Nwne to person print' this request 6 phone No. (with area colt) I Z_ �--•� I 11 0 Chesapeake ODeratina Inc 147715 Corsliparfy (operators name as on RRC form W-1) ( l j P. Q. Bax 18496 i Making Address i O Oklahoma City. Oklahoma -73154-0496 City and State ZIP Code ALWAYS INCLUDE A MAP SHOWING YOUR WELL SITE AID Aa__Sl1RRdQNiffGSURVEYS ------- I COUNTY Tarrant Survey Name Heirs of Jarr>ss Gibson Block No. - Township Section or Survey No. (or) Lot No, Y Abstract No. A- 587 LEASE Nam Grapevine Mills Well No, 1H Pad ? Distances, in feet, and directions measured at right angles from each of two intersecting ❑ Section or ® Survey lines ? (NOT LEASE ONES) feet from S line and 2047 feet from Lftl line. z Distance (in miles) and direction from a nearby town in this County (nerve the town) 22 miles northeast of Fort Worth.Taxas O THE ABOVE INFORMATION IN THIS BLOCK MUST BE COMPLETE AND CORRECT API # RRC Lease No. RRC Dist. No. 0.5 GPS Cotmi(Io"Aat or X -Y state plane) X•2141243 XA Z _ _ — NAD Elev tm 544 Total Depth W Geologic Fm. at T.D. Barnett Shale y Purpose of the Request: a New Dell ❑ Re-entry 0 Plug & Abandon 0 Other (specUy) Is this an amended request? Dyes a No Previous File No. for this well: SC - 0 Log included of have or nearby well (The applicable type of well log that shows the aquifers.) Please provides location map or APIC far aCBctted leg ALWAYS attach the electric log of any well that is to be reentered. Additional remarks: To protect usable -quality ground water at this location, the Texas COMMISSION ON ENvt&bNMIENTAL Quat.tnr recommends: C0-TARRW,8M-(;196W J. ,LSE -GRAD 1NZ RMS, A-587,#6,39/1900,PAD The interval from the land surface to 20 feet below the base of the Cretaceous -age beds must be protected. The base of the Cretaceous is estimated to occur at a depth of 1980 feet. gThis recommendation is applicable for all wells drilled in this PAD. R 1VUR;;dtntess shat otherwise. this recomm n isfi meNtods for Pr011ection or this ground water falls under drilling. Production and plugging operations only. It does TCtEQ-0051 (Rev. 42-13-=3) V AM Date October 1, 2008 AW ►?'PWb'TCE?Q my to, the subject well and not for adea-wide use. Approval of the well compleeon Railroad Cornm6sion of Taws. This reoi armsadard" to iatessded for the eortuel to saltwater disposal operations into a trooprodveavc sone (RRC W -I4) Exhibit D Salt Water Disposal The salt water will be trucked off to an off site location for proper disposal. Exhibit E Road Repair Agreement Transportation Route Video of Transportation Route Exhibit E ROAD REPAIR AGREEMENT BETWEEN THE CITY OF GRAPEVINE AND CHESAPEAKE OPERATING, INC. This Road Repair Agreement, (Agreement), is made and entered into on this the L_ day of ^41 , 2007, by and between the city of Grapevine, Texas, a home rule municipal corp ration of the State of Texas, located within Tarrant County, Texas (Hereinafter referred to as the "City') and Chesapeake Operating, Inc. ('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 WHEREAS, use of the roadways by the Operator for the purpose of performing the activities described hereinabove may cause damage to the roadways; and 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; IT IS NOW THEREFORE AGREED THAT: ARTICLE 1. REPAIR OBLIGATION 1. Operator shall provide a routing plan for review and approval by the City's Director of Public Works. Operator shall limit 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 gas 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 activities. 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. ARTICLE 2. TERM OF AGREEMENT 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 activities upon the roadways, as described hereinabove. ARTICLE 3. INSURANCE AND INDEMNITY The Operator shall provide or cause to be provided the insurance described below and such insurance to continue until the well is abandoned and the site restored. In addition to the performance bond or letter of credit required pursuant to this Agreement, the Operator shall carry a policy or policies of insurance Issued by an insurance company or companies authorized to do business in Texas. All insurance requirements below may be met by a combination of self-insurance, primary and excess insurance policies. In the event such insurance policy or policies are cancelled, this Agreement shall be suspended on such date of cancellation and the Operator's right to operate under this Agreement shall immediately cease until the Operator files additional insurance as provided herein. Page 2 1. General Requirements applicable to all policies. a. The City, its officials, employees, agents and officers shall be endorsed as an "Additional Insured" to all policies except Employers Liability coverage under the Operator's Workers Compensation policy. b. Ali policies shall be written on an occurrence basis except for Environmental Pollution Liability (Seepage and Pollution coverage) and Excess or Umbrella Liability, which may be on a claims -made basis. c. All policies shall be written by an insurer with an A-: Vlll or better rating by the most current version of the A. M. Best Key Rating Guide or with such other financially sound insurance carriers acceptable to the City. d. Deductibles shall be listed on the Certificate of Insurance and shall be on a "per occurrence" basis unless otherwise stipulated herein. e. Certificates of Insurance shall be delivered to the city of Grapevine, Public Works Department, 200 South Main Street, First Floor, Grapevine, Texas 76051 evidencing all the required coverages, including endorsements, prior to finalization of this Agreement. f. All policies shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. g. Any failure on the part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirement specified herein. h. Each policy shall be endorsed to provide the City a minimum thirty (30) -day notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten (10) -day notice shall be acceptable in the event of non- payment of premium. I. During the term of this Agreement, the Operator shall report, in a timely manner, to the Gas Inspector any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. j, Upon request, certified copies of all insurance policies shall be furnished to the City. 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 Pollution Liability (EPL) policy. $10,000,000 Excess, if the Operator does policy. Page 3 a stand-alone Environmental not have a stand-alone EPL 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. 6. 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 certificates 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. 8. 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 Page 4 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 than five (5) years 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. Page 5 3. If Operator falls 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 MISCELLANEOUS PROVISIONS 1. Operator understands and agrees that Operator, its employees, servants, agents, and representatives shall at no time represent themselves to be employees, servants, agents, and/or representatives of the City. The City shall not have any control over the means or methods by which Operator shall perform its obligations hereunder. Operator shall furnish all equipment and materials necessary to perform hereunder and shall at all times be acting as an independent Operator. 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 has occurred in the performance of any requirement or condition imposed by this Agreement, a written notice shall be given to Operator. Such notice shall specify the work to be done, the estimated cost and the period of time deemed by the Director of Public Works Department to be reasonably necessary for the completion of such work. After receipt of such notice, the Operator shall, within the time therein specified, either cause or require the work to be performed, or failing to do so, shall pay over to the City one hundred twenty-five percent (125%) of the estimated cost of doing the work as set forth in the notice. (b) In the event Operator does not cause the work to be performed and falls or refuses to pay over to the City the estimated cost of the work to be done as set forth in the notice, or the issuer of the security instrument refuses to honor any draft by the City against the applicable irrevocable letter of credit, the City may proceed to obtain compliance and abate the default by way of civil action against Operator, or by criminal action against the Operator, or by both such methods. ARTICLE 6. Page 6 FORCE MAJEURE 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. ASSIGNABI LITY/CONS ENT Except as otherwise provided herein, or except as may be hereafter determined by the parties, no party to this Agreement may sell, assign, or transfer its interest in this Agreement, or any of its right, duties, or obligations hereunder, without the prior written consent of the other party. Whenever the consent or the approval of a party is required herein, such party shall not unreasonably withhold, delay, or deny such consent or approval. Operator may assign this Agreement to any successor entity to whom the applicable Oil or Gas Well Permit has been assigned upon written notice to the City of said assignment. ARTICLE 8. NOTICE 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. ARTICLE 9. MODIFICATION 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 Page 7 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. SAVINGS/SEVERABILITY 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. ARTICLE 12. ENTIRE AGREEMENT 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 or 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. WAIVER OF TERMS AND CONDITIONS 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. ARTICLE 15. COUNTERPARTS 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, thg parties do hereby affix their signatures and enter into this Agreement as of the _,(,C__ day of , 20007 . ATTEST: City Secretary APPROVED AS TO FOR AND LEGALITY: _ / 0 STATE OF TEXAS § COUNTY OF DALLAS § Eli CITY OF GRAPEVINE By: Matt Singl on Director of Public Works CHESAPEAKE OP AT G, INC. f__4�W Henry J. Hoo , Senior Vice -President 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 seal of office this 114k day of 20n. DEBORAH S. WOOD , NOTARY PUB STATE OF TEXAS Notary Public MY COMM. EXE 06-01.2011} Page 9 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 144 -day of Ma, --, 2007. 0%1% ►1111/1Z Os S O r Notary Public # 06091656 EXP. 12107/10 Page 10 ea ar_ J/ i lid oil 1 z l ��.� ■■ alum i m: Ing 1 j D FVC ' r MOO AN SIR ims Xyl I r t PREF} r J iL ACCESS: ROUTES ��.� t _ Y Si„ ``loom a 3 rg- ns Az } r` �A; JVi - ._ ,mss "t }� :z ,t ��t _ �• „-` �:� {f :•.�iY . 4111111111 r�{: r .., t Sari �; �•`�y -� y''^� I ENE � � � �����"s � �i � �: � it �!` �a m.a�� � �•''s m = r "• K iOf I mN tv MET H 141 [[It vi j}V wrl f MOTO 1 -tett fie' -.....-..`~..` _.__�� �t °,._,� . -$ �•� - -4 .ter' INI MAN NT 40 v,,"44, i } ; pli 33 i i 5 3 i' oil Exhibit F Emergency Response Plan The Emergency Response Plan is already on file with the City. Please see attached for important Contact Information. Chesapeake Emergency Number Chesapeake East Tarrant Field Office Ron Strahan City of Grapevine Tarrant County Sheriff Texas Railroad Commission District 9 (Barnett Shale Gas) District 5 (Oil) EPA National Spill Response Center EPA Dallas 800-566-9306 817-759-2450 Office: 817-759-2450, x. 3216 Cell: 817-727-2485 Office: 817-759-2450, x. 3217 Cell: 817-727-2486 Office: 501-305-3603 Cell: 405-620-0575 EMERGENCY 911 940-723-2153 903-984-3026 800-424-8802 214-665-2222 PRODUCTION LAYOUT loc:.................. Papa Fen^_e Around VVeil'?ead ie'x `C -----------. ,,--------------- -, ' I 1 '1 1 10' Diameter 1 1 ' j 8' Tall I I I Fiberglass I 1 I 1 1 I I 1 I ' I I 1 � 10' Diameter I I 8' Tall I � ' 1 Steel Tank � I I I I_ I� ' 1 Sa FCOt Cha;n kink Fence I I I 1 I tre berm I 10' Diameter ' I ' j 8'Tall � `�m� 1 1 Steel Tank I I 1 I I I I I I ' I � Three Phase Separater I I ' � 1 1 4' Diameter and 14' long 1 1 i I ' ------------- Bern, 2 x 5' around tank= Me'.er F RIG LAYOUT t 150' from VWllbore to Cr— Stznd 5'4". 48._ 36' m m m m Pipe Rack Area F 6' �I T Chok F 102 i V a —`ro:r Vt211hOre fo Edge a1 LO c2ti0 ina 3 U w 1'6" ry ntrifuges .. a E a` Mutl N -` Cham L F encc aro the B- o, �' - Doghouse &Crew House a' fL K 116' from Wellbore W Edae of Lacat(e»v 10'—s 6' 1a 322 -0 I'4" by 6'6" Accumulator& Light Plan 10' #1 Pump I Fuel Tank & Water Tank 8'2" F— 354"sl 27' — #2Pump <`+ 150from WcHbore to Backyard Exhibit G HAZARDOUS MATERIALS MANAGEMENT PLAN CONTENTS INTRODUCTION LOCATION DESIGN AND POTENTIAL HAZARD CONTROL HAZARDOUS MATERIAL CONTAINMENT REGULATORY AGENCY NOTIFICATION COMPANY CONTACTS SITE PLAN: DRILLING AND PRODUCING SITE LOCATOR MAP 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 to 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 AND POTENTIAL HAZARD CONTROL R• 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 the rig supervisor who performs on site inspections. Ditches below the rig floor, substructure, and fuel storage tanks are designed to divert any flow of such liquids to the working pits. The size of the working pits is adequate to contain maximum spillage. The water and drilling mud used in the drilling of the well are initially stored in either a steel circulating pit or an earthen reserve pit located near the well. The well site is manned 24 hours per day through the drilling phase. The drilling crew is trained in operations, safety, and maintenance of the drill site and facility. Any problems at the drill site are immediately reported the rig supervisor. Ultimately, the water and drilling mud are removed by tank trucks and disposed of in accordance with the Texas Railroad Commission requirements. The surface is then returned to as near its original condition 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. cqii•EUMEffm 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: A. Shut off source of leakage, 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, D. Call supervisory persons reporting details listed below, 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. REGULATORY AGENCY NOTIFICATION Environmental Protection Agency: Notification of any spill shall be given initially to the EPA National Response Center at the following number: 1-800-424-8802. Subsequent notification shall be given to the appropriate EPA Regional Office. 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. The report shall be forwarded to: SPCC/FRP Coordinator U.S. EPA -Region VI (6SF-RP) 1445 Ross Avenue Dallas, Texas 75202-2733 EPA Spill Line: 214-665-2222 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. Additional Agency Notification (where applicable) Texas Railroad Commission (RRC) District 5—Kilgore Texas Railroad Commission (RRC) District 9—Wichita Falls (Barnett Shale Gas) Texas Commission on Environmental Quality (TCEQ) U.S. Army Corps of Engineers U.S. Fish and Wildlife Service Arlington Ecological Services Field Office 901-984-3026 940-723-2153 512-463-7777 903-465-4990 817-277-1100 Chesapeake Emergency Number Chesapeake North East Field Office B.K. Gibson Gary Dill Steve Coshow City of North Richland Hills Tarrant County Sheriff Texas Railroad Commission District 9 (Barnett Shale Gas) District 5 (Oil) EPA National Spill Response Center EPA Dallas 1-800-566-9306 1-817-759-2450 Office: 1-817-759-2450, x. 3216 Cell: 1-817-727-2485 Office: 1-817-556-5825, x. 14 Cell: 1-817-727-2486 Office: 1-817-556-5825, x. 5825 Cell: 1-903-343-5411 Office: 1-817-556-5825, x. 15 Cell: 1-817-559-2901 EMERGENCY 911 1-817-884-3270 1-940-723-2153 1-903-984-3026 1-800-424-8802 1-214-665-2222 Hazardous Materials Management And Inventory Statement (Drilling Phase) Operator: Chesapeake Operating, Inc. 6100 N. Western Avenue Oklahoma City, OK 73118 Grapevine Mills 11-1: +/- 386' from the northwest survey line of the J. Gibson Survey, Abstract No. 587 and +/- 454' from the west survey line of the J. Gibson Survey, Abstract No. 587. Grapevine Mills 21-1: +/- 400' from the northwest survey line of the J. Gibson Survey, Abstract No. 587 and +/- 486' from the west survey line of the J. Gibson Survey, Abstract No. 587. Grapevine Mills 31-1: +/- 414' from the northwest survey line of the J. Gibson Survey, Abstract No. 587 and +/- 482' from the west survey line of the J. Gibson Survey, Abstract No. 587. SEE ATTACHED MSDS FOR TYPICAL DRILLING MSDS AVAILABLE ON LOCATION Hazardous Materials Management And Inventory Statement (Producing Well) Operator: Chesapeake Operating, Inc. 6100 N. Western Avenue Oklahoma City, OK 73118 Grapevine Mills 1 H: +/- 386' from the northwest survey line of the J. Gibson Survey, Abstract No. 587 and +/- 454' from the west survey line of the J. Gibson Survey, Abstract No. 587. Grapevine Mills 21-1: +/- 400' from the northwest survey line of the J. Gibson Survey, Abstract No. 587 and +/- 486' from the west survey line of the J. Gibson Survey, Abstract No. 587. Grapevine Mills 31-1: +/- 414' from the northwest survey line of the J. Gibson Survey, Abstract No. 587 and +/- 482' from the west survey line of the J. Gibson Survey, Abstract No. 587. Me rsTo W4• • for Grapevine Mills 1 H, 2H, 3H LOCATED IN TARRANT COUNTY, TEXAS Prepared for: City of Grapevine PO Box 95104 Grapevine, Texas 76099 Date: October 6, 2008 Prepared by: Name: Martin J. Johnson Organization: Chesapeake Energy Corporation Physical Address: 301 Commerce Street, Suite 600 Fort Worth, Texas 76012 Erosion Control Plan 1/11 9/10/2007 I. Introduction This Erosion Control Plan (ECP) has been developed for the construction of a natural gas drilling location, an all-weather access road and associated drilling equipment in Tarrant County, Texas. The ECP will outline erosion and sediment control practices to prevent potential storm water discharges associated with construction activities. 11. Site Description A. Site Name The area scheduled for construction activities is known as the Grapevine Mills JV 1 H, 2H, 3H B. Project Location The property is Patino Road located at C. Owner's Information Name: North Texas Acquisitons LLC Address: 5701 Shartel Ave Representative: Martin J. Johnson Title: Telephone: 817-870-1250 Facsimile: Email address: D. Contractor Information 1. General Contractor Name: Address: Representative: Title: Telephone: Facsimile: Email address: 24 Hour Emergency Contact Telephone: Chesapeake Operating, Inc. 301 Commerce Street Suite 600 Adam Doty Sr. Field Representative 817-527-4117 •4: ,.#. i• • 800-556-9306 Erosion Control Plan 2/11 9/10/2007 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: Address: Representative: Title: Telephone: Facsimile: Email address: To Be Determined E. Project Description / Nature of Construction Activity Name: Well Pad Dimensions: Access Road Dimensions: Pit Dimensions: Pit Dimensions: Frac Pond Dimensions: Pipeline Dimensions: Other: Shown in detail on Construction Plans 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 1 for a Topographic Map of Proposed Site. G. Site Map: 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 ■ Placement of Best Management Practices Erosion Control Plan 3/11 9/10/2007 III. Controls A. Performance Standards Chesapeake Energy designed the site with an understanding of the Texas Commission on Environmental Quality (TCEQ) intent that erosion and sediment 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 Stabilization (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. B. Erosion & Sediment Controls 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. 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 ■ 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. C. Storm Water Management During construction activities, storm water will be managed through Reasonable and Prudent Practices for Stabilization (RAPPS) of Oil and Gas Construction Sites. D. Other Controls 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. ■ 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 IV.Maintenance Procedures All erosion and sedimentary control measures and other protective measures identified in the ECP will be maintained in effective operating conditions. V. Inspection Procedures A. Inspection Schedule/ Reporting The entire construction site will be inspected as part of on-going field operations and surveillance. B. Items to be inspected 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? C. Modifications/ Revisions to ECP 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. VI.Procedural Requirements 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 will 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 the release (including 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 will 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 VII. Certifications Erosion Control Plan For Storm Water Discharges Associated with Construction Activity Chesapeake Energy Gas Drilling Project — Grapevine Mills 1 H, 2H, 3H Gas Wells 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 Storm Water Discharges Associated with Construction Activity Chesapeake Energy Gas Drilling Project — Grapevine Mills 1 H, 2H, 3H Gas Wells Subcontractor: Name: Representing: Title: Telephone: Facsimile: Type of Construction Service to be provided: 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 8/11 9/10/2007 Appendix 1 Please refer to the Construction Plans attached and incorporated in this permit package Erosion Control Plan 9/11 9/10/2007 Appendix 2 Please refer to the Construction Plans attached and incorporated in this permit package Erosion Control Plan 10/11 9/10/2007 Appendix 3 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 9/10/2007 GUIDANCE DOCUMENT REASONABLE AND PRUDENT PRACTICES FOR STABILIZATION (RAPPS) OF OIL AND GAS CONSTRUCTION SITES HJN 040027 IM PROVIDED BY: PREPARED BY: HORIZON ENVIRONMENTAL SERVICES, INC. APRIL 2004 C Copyright 2004 TABLE OF CONTENTS SECTION PAGE LISTOF TABLES......................................................................................................................... LISTOF FIGURES....................................................................................................................... LISTOF 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 LIST OF TABLES TABLE PAGE 3.1-1 DECISION TREE FOR COASTAL PLAINS GEOGRAPHICAL REGION ...................7 3.2-1 DECISION TREE FOR XERIC PLAINS GEOGRAPHICAL REGION ......................... 9 3.3-1 DECISION TREE FOR MESIC PLAINS GEOGRAPHICAL REGION.......................11 3.4-1 DECISION TREE FOR DESERTS GEOGRAPHICAL REGION...............................13 3.5-1 DECISION TREE FOR XERIC MOUNTAINS GEOGRAPHICAL REGION ..............15 3.6-1 DECISION TREE FOR MESIC MOUNTAINS GEOGRAPHICAL REGION..............17 LIST OF FIGURES FIGURE PAGE 1 GENERAL GEOGRAPHIC LOCATIONS WITHIN THE CONTINENTAL US RAPPSGUIDANCE....................................................................................................3 © ii LIST OF APPENDICES APPENDIX PAGE A DESCRIPTION OF RAPPS 1. Vegetative Cover......................................................................................... A-1 2. Mulch (MLC)................................................................................................ A-2 3. Roughening (RGHN)................................................................................... A-3 4. Brush Piles (BP).......................................................................................... A-4 5. Straw (Hay) Bales (SB)............................................................................... A-5 6. Silt Fencing(SF).......................................................................................... A-6 7. Rock Berm (RB).......................................................................................... A-7 8. Diversion/Earthen Dikes (Water Bars) (DD) ................................................ A-8 9. Road Surface Slope (RDSS)....................................................................... A-9 10. Drainage Dips (DIP).................................................................................. A-10 11. Stabilized Construction Entrance.............................................................. A-11 12. Road -side Ditches(RDSD)........................................................................ A-12 13. Turnouts or Wing Ditches(TO).................................................................. A-13 14. Construction Mats(CM)............................................................................. A-14 15. Cross -drain Culverts(CULV)..................................................................... A-15 16. Geotextiles/Erosion Blankets (GEO)......................................................... A-16 17. Sediment Traps (ST)................................................................................. A-17 B DIAGRAMS OF TYPICAL REGULATED WATER BODY CROSSINGS Trench Dewatering and Discharge.......................................................................... B-1 DewateringStructure............................................................................................... B-2 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 FilterBag Detail....................................................................................................... B-6 Typical Open Cut Dry Stream Crossing.................................................................. B-7 Temporary Equipment Crossing of Flowing Creek (Bridged) .................................. B-8 C EPA'S DEFINITION OF "WATERS OF THE US" FROM 40 C.F.R. 122.2 1.0 INTRODUCTION 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. 2.0 CONSTRUCTION SITE PHYSICAL CONSIDERATIONS 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 0 3.0 GEOGRAPHIC LOCATIONS AND IDENTIFICATION OF RAPPS 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 0 2 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 user 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 © 4 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. A summary of the steps to follow when using this guidance document are below. 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. If 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: not 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 ©J 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. Selection of RAPPS The flat topography of this region along with primarily 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 installation of RAPPS if one of 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. RAPPS Final 5-10-04 0 6 O U s CL m L O rd V U) c .m CL tCi /m ♦0 L O 4— LM .0 4) im M W V N fC w C C N C E o 3 w "0C3 0E,v_, o f>° 0> u 0— M O .� N .N ._ fn N0 0 C 'O O y N N O C O d `p d N "- N .O. C 0- oOO � N U c o 4) c= 3 o3y_m o 0 m E O m o m E c m L O N O C L�0., C �. E U T C d r O) O � E > w U N N O O C N U E� G� C w d d t S -OO m o w U y O c6 O_ mN o O- t 2' N 4ov4.a Q0 -6`=N m C T _ aO .V G 2 E N E U 'O 0 =a 0 C3 rn Tc Cl. v c vvsialc,c, oo�maci°'� I1 E C ocnzUi�n(n� (A (A Z II II ii 11 mo: cxco N w H al U c r600 0 20 o aa�r�m mI �I .d a II O U II c mUv00LU,z� m N T V N O S L N O t] C f6 o o � Z t6 Q 3 n o 0 0 0 C N t0 .0 _T N N= O 0O N N C O X t6 +•o �cQ ° °' E 2-00 O 'o o y 'C...- O c o •O O m N w y N M N d V 3> y y .U' d N N tO0 c o c m m o d N d y (AU m> N 0 d0 m N O C O CL o c -u Q O O O O o n¢cn c E c U.-Nri 2.- �N N 3.2 XERIC PLAINS Description 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. Selection of RAPPS 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 c .0 � � � � U C- a cu � O (D (D Cl) c .cu � U .� (D x L- 0 (D a) � c O .Cl) U a) 0 r N cyj _a) -0 ca I-- [ / e ( /\ �\\ 0 0 - (2/X� - J{7 \§)e -�;§ IL E w2 ��CL \k)\( 2 0#E O E;//2 ` ��§ 0: ( Q 0w,aa =w 3.3 MESIC PLAINS Description 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. Selection of RAPPS Since this region tends to have moderate annual precipitation, regular rainfall events, and clay -and -loam -dominated soils that are somewhat erodible, the opportunity for potentially undesirable quantities of sediment to be found in uncontrolled storm water discharges from an oil and gas construction site is increased over the Xeric Plains. Therefore, distance and slope are adjusted accordingly. Construction at oil and gas sites will not require the installation of RAPPS if one of the following exists: 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 0 10 r M M 4) F— o Tr m o 0 C C Ca C >, m L " d w—_ m 3 m v E c E O a)0 'N O .O- C m c N O > vC. CL a ' c �a o 0 C) m L a d a m m 2 r O N a w L N N O .... C L a) U o 3 N— R C -- 0' 3 T E a) 7uO T G O C ) 3°Ta o _E (a a) O ;10vi�d m z c m v; E > .F astna �.C_ 'mea m' 3>0 > C U C C .m m m.mK U > a C O O L C (D m o_ E � O m O c O C .. C- a) to 0 i a .o a1 N U 0O_ y. 0 6. .0.. N D- m U'j > N O U) a:3 U O' a.Ofvwm C U) dmom� w U a 0 U < p 2 N G 16 C w N T O o'O y N Ir —N C 4 E O m 0 :t N N N N N S U 2 U N -0 a) m T O�j U L O U C () I'- N w 3 C L C N L X> m 0- �- a) O) E U w �0 N m m m o w w d U C N Z 3 a) m N ^ 6 O r U N 3 N m �X � N O (D E m c m Naax)E 0 T y C _o N .`O. O m U w 'mea m' 3>0 'y) ` E C G m m O m a N m U) O () N m> m C a C C U a) a) O C NO Q m X t da U) EOC C �- N z CV !n 3.4 DESERTS 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. Selection of RAPPS 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: 1. The construction site is located in excess of 75 feet from a regulated water body. 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 O cu U_ C- CL «o L O (U Q� L O 4— a) a) L O �0 0 Ir - 4 1 4 vj W cu E w o _t N O C T m= 41 m 3v Eod- > •3`o c>' Ems_ O m O > N - 10 N O O N U p C 0 d o da L t; IOL a) (D(Y rLp. w N 0 3 N o- m w E m E n m p c O m 3 ° To ° 3 0vi U o L m z N is E > gf Q > N 6 .& o c'an d N i6 U U >` c d m N¢ C p mp Q. >O d .� O U 1] U N N c m p N O �Z0 C:- -E m o `p Q_ y ,� d U 's m= m N .. O_ m a<.i=_Tw N -O > O o m d N c. a.U m N O U O.Q IL U U O N w Na,d c C N E E O O -O yp-• � N O m .O U U _ N N N VNI N 'OO U p` _ _ O p L N >' N 'o p�j t OJ 3 C > m C N uxi p) E 0- T m � O OO m m N p h N rY U O O 7 y Q � O N N a c N O m N c N O N .p. Lrrw N 0.N O C' -N - >.N R- C TCS O O "D O v O mp Q. >O d .� O U 1] U N .d E p C dC d `m z N N U c c N° °-E X N o 3 0 0 Q m IL c c c m o z O� N Zr EN¢ 3.5 XERIC MOUNTAINS Description 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. Selection of RAPPS 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: 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 O O TC (6 .0 iA C C N C O m aci- E 3�a 0. '3 E ° 0 c E 0 c d. E N o m _� o> N E= N CN Q) N C O a a � - c a 00v. aoaQ Q) L i� a o o d `tr .L..O N cL Nix U G N y f6w O N N O T E N N O TE C 3 0 N L O_ R 0 V N O aZ c moi:N.m 6aE mina.=c 0— N ,� � 0.0- Q N caio cna n: m0 > c L c c Q E$ m d m m m '-a r o c N O O R ` cCo N .0.•. 0-0 C Na C-' o m U w � 0- aZ. N .fl < O 2 d C N N w T 0.0--o- rR p c.0 U E N� V N N O N m "NO U 2 N s N N a L 3 C N L X> (6 p N &E 0 .L.. 4) a. 0 'D v rn S OL v c � CO d a'Q"cr_LL. '.E� C owz7nt'— co (n 2 II II 11 II 000mw—O 0: 0: Ir W co m H 3 mU opS E 'U , (D15 CL ��rny v V��0m o 0 V 0 0 1 r xlZe u m II J a II OUB c N E w N C N w w T N a u Z O C c0 c a°�i -t0o aa) co 22 O C U 3 N N c� N N m E o d O K N =.N -- NO>m 0 0 c T$ E 3 a 0-0 o 0 41 c 0 d2 mw A y 0 c C c ons mrn �ao3a) � aa N r- v > o U c .O a N ,>C N N U X. -N Z.- Na) 3.6 MESIC MOUNTAINS Description 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. Selection of RAPPS 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: 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 c 0 O I.//.i ` /v+ 0 C— Cl- cu I✓ 0 (1) 0 CO c 124-0c 0 U .N tU L Q Q} L 0 .cr) 1 Yi W -0rt `V N .d O > t' 6 U y O c C C N C 0.> 3 E o o w C E O mO O N > N 2'H 'N U N N a�c.a 0 IL mc�a � o m � d L V d d a ` N y diy .L.. O o CL Nw U o 3 N_.o o cc m T E N cc O T E C 3 0 V Q 3°TOQ t6 N � 3 0vi"o L� ca c Q> N 0 .a C :,, n> d O. 11. Q N c d rn o > c � c c •� U M Co > Q o .- w C .N. N N cmaE� O N O �a0�:... N V! O i l6 N U Od '� >'m O d'V (n< cv v d R' Q_ d C U N m a (D0 (6 4j w U lL N d. !+ U < O EC y N T O 'a C N O CO a) .0 E .2 3 C O d �� N O rn m m ZN..L., �' N c J C F- . F. E U :5 a` Q "f7 a y0 0 0 m C mmcr %LLQ E ACOS II fill 11 000mu-�o mamwo�I.- m M.io U c_ Q Q 2 Qy�a 0 E tN��' U . 11 Q 11 ®I Iml 11 J 11 11 0 IX -j CL 00072i N (0 N E ° m o m E 0 0 o_ N w o � N w .L. O O O o 00 N r UN d N N N N X -o U p r 4 m X c U N d O N X C N O N E:; - E N x ;B O> m N O r C U N T N. T C O. E d V 2.> wOQ , ( Nw--a)-08 ,5 Q .,.. m v�O3a 3 c m c o m v c._ CL < m v m N Q S 3 C O d �� N O rn m m ZN..L., �' 4.0 CONSTRUCTION CROSSING A REGULATED WATER BODY 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. • Bore under regulated water body to prevent disturbance. • Generally, construction activities should be limited to the extent practicable within regulated waters. • Locate staging areas and spoil storage areas a minimum of 10 feet from the water's edge. Additionally, good vegetative cover and/or sediment barriers 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. • Refuel equipment a minimum of 100 feet from the regulated water body. • Cut vegetation at ground level and limit removal of root zones and stumps where possible. • Maintain the maximum amount of vegetative ground cover as possible. • 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 the construction area. • 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 5.0 STABILIZATION 5.1 ACTIVELY DISTURBED Area of land disturbed during preparation of oil and gas sites or portion thereof is considered "actively disturbed" during the time period starting with the commencement of land disturbing activities (such as clearing, grading, or excavating activities) until the area of land disturbed is in a state suitable for the use and capacity for which it was intended and RAPPS have been implemented, if necessary. 5.2 FINAL STABILIZATION RAPPS should be maintained in good condition for the area disturbed during and after the period of active disturbance until final stabilization of the area disturbed. Final stabilization will limit and/or prevent potentially undesirable quantities of sediment from leaving the site in storm water runoff and entering a regulated water body. Final 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 0 19 Alternatively, for sites located within the Desert and Xeric Plains in disturbed areas where no 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 stabilization criteria are met: (1) Active disturbance of the land area to be considered stabilized has been completed, (2) RAPPS have been selected and installed appropriately, and (3) native seed 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 r f N v , 9 � f i 50% NATIVE BACKGROUND COVER RAPPS Final 5-10-04 © 20 35% STABILIZED COVER f N v , 9 t i 35% STABILIZED COVER 6.0 DEFINITIONS 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 Construction Site — area of land disturbance 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 0 21 7.0 REFERENCES Cooperative Extension Service, Division of Agricultural Sciences and Natural Resources. Oklahoma State University. Pollution Prevention at Exploration and Production Sites in 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 in Texas. 1976. Alabama Soil and Water Conservation Committee. Alabama Handbook for Erosion Control, Sediment Control, and Stormwater Management on Construction Sites and Urban Areas. Volumes 1 and 2. June 2003. US Environmental Protection Agency — National Pollutant Discharge Elimination System (NPDES). 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, Oil and Gas Management Practices. hftp://www.dep.state. pa.us/eps/default.asp?P=fldr200149e005l l 90%SCfldr200149e 10561 a8%5CfIdr20026f8082801 d (12 Feb. 2004). West Virginia Department of Environmental Protection — Office of Oil and Gas. http://www.dep.state.wv.us/publications.cfm?ssid=23 (12 Feb. 2004). Protecting Water Quality in Urban Areas: A Manual — Minnesota Pollution Control Agency. http://www.pca.state.mn.us/water/pubs/sw-bmpmanual.htmi (12 Feb. 2004). RAPPS Final 5-10-04 © 22 U_1:2:7=tL1I7)MI (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 O 1. VEGETATIVE COVER Vegetative cover is an effective natural means of filtering runoff and preventing erosion. Preservation of existing vegetation to the maximum extent practicable keeps soils stabilized and provides a natural filter. The most effective vegetative cover consists of low -growing, 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 - Minimum width of vegetative strip dependent on slope (greater slope requires wider strip) - Vegetation must be established - High percentage of ground cover Installation: - Limit vegetation clearing to the 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 4i I 15% COVER 50% COVER RAPPS Final 5-10-04 © A-1 85% COVER 2. MULCH (MLC) Mulching is the use of vegetative fibers (e.g., straw, wood chips) to minimize rainfall impact, reduce suspended solids from runoff, protect seeds from erosion, prevent moisture loss from soil, and reduce predation of seeds by birds. Limitations: - Gradual slopes only - Not for use immediately adjacent to wetlands or streams - Can be lost with sheet flow runoff Installation: - Chop or chip wood, straw, or cellulose - Mulch should be anchored by crimping or other technique - Incorporate seed mix for permanent stabilization - Hydro -mulch can be applied by spraying Construction Activity: Flow/gathering pipelines RAPPS Final 5-10-04 0 A-2 3. ROUGHENING (RGHN) 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 flow. Limitations: - Not for use on rocky slopes - May cause soil compaction which limits vegetation re -growth - Roughening may have to be re-established if lost due to heavy sheet flow runoff Installation: - Operate tracked equipment in a direction parallel to water flow as so to create tracks perpendicular to water flow Construction Activity: Access Roads, Well/Tank Battery Pads, and Flow/Gathering Pipelines I 'S HORIZONTAL ' ! • CREATED ON EQUIPMENT SLOPE Source: Pennsylvania Department of Environmental Quality, 2004, RAPPS Final 5-10-04 © A-3 4. BRUSH PILES (BP) Brush piles can be used to filter sediment from runoff of construction sites with small 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 Installation: - Cut up brush into small pieces and compact tightly - Avoid bulky material - Eliminate large voids within pile - Pile brush up to 3 feet high with a minimum width of 5 feet at base - Anchor brush piles - The brush may be secured with photodegradable liner fabric Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines RAPPS Final 5-10-04 0 A-4 6. STRAW (HAY) BALES (SIB) Limitations: ' Filters sheet flow from small drainage areas ' Short-term use - Decomposes - Consumed bvlivestock ' Removal of anchor stakes will be necessary after stabilization is complete Installation: - Embed into trench - Anchor with 3support stakes - Compact backfill onupgradientside - Straw bales should extend across grade and upe|opefor short distance - Use at outfall points from diversion dikes, turnouts, etc. Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines —WIRE onNYLON BOUND BALES PLACED owTHE CONTOUR / /—�FIRST / / pRsV|oUSLvLAmnALE WATER FLOW 2Rs-B*RaSTEEL PICKETS, oR ANCHORING DETAIL WIRE onNYLON BOUND BALES PLACED 0vTHE CONTOUR uns-BAmS, STEEL PICKETS, RAPPS Final 5-10-04 C A-5 6. SILT FENCE/FABRIC (SF) 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 rocky situations - Removal will be necessary after stabilization is complete - 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 upslope for short distance - Use at outfall points where concentrated flows are not expected Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines 36" MIN. POST FILTER CLOTH -- ,_.__j _,_yam OVv 24" MIN. ATE FL GROUND XGROUND EMBEDDED FILTER CLOTH ,- MINIMUM @"INTO GROUND 12w MIN. CROSS-SECTION( 7.S. RAPPS Final 5-10-04 0 A-6 7. ROCK BERM (RB) This technique is useful to filter sediment from concentrated flows and/or runoff of moderate grades and larger drainage areas. Additionally, rock berms may be utilized to reduce velocity of flows within constructed channels. Limitations - Availability of rock - Anchor rock into soil - Difficult to remove after construction - Require regular maintenance due to sediment 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 of berm should be a minimum of 2 feet wide Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines FLOW••' '"IOCK BERM •. ,.,, -: CROSS SECTION N.T.S. RAPPS Final 5-10-04 0 A-7 8. DIVERSION/EARTHEN DIKES (WATER BARS) (DD) 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 on concentrated flows - May cause concentrated flows from sheet flow - Requires vegetative cover or other filter at discharge point Installation: - Pile and compact soil - Dike sideslopes should 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 7:1 SLOPE OR FLATTER CROSS SECTION N.T.S. EDGE OF R.O.W. — — — — — — — — — — — — — — — — — — — OUTLET ONTO STABILIZED AREA (WELL VEGETATED) EXISTING OR GRADED RIGHT-OF-WAY WATER FLOW ----------(t UPSLOPE TOE WATER FLOW ------------ PLAN VIEW N.T.S. SILT FENCE OR STRAW BALES AS NEEDED RAPPS Final 5-10-04 0 A-8 9. ROAD SURFACE SLOPE (RDSS) This technique sheds runoff water from road surface into stabilized ditches or vegetation. Roads may be crowned, in -sloped, or out -sloped. Limitations: - Only sheds runoff collected from surface of road - May cause concentrated flows from sheet flow - Require vegetative ditches, turnouts, and/or cross -drains Installation: - Compact soil or road base material to direct runoff - Crowning design directs runoff to both sides of the road requiring 2 road -side ditches - Inslope design 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 -side V, Ditch d INSLOPE a� RAPPS Final 5-10-04 © A-9 =J de ROA CROWN Road -side Road -side Ditch Ditch Road -side V, Ditch d INSLOPE a� RAPPS Final 5-10-04 © A-9 =J 10. DRAINAGE DIPS (DIP) This technique captures and directs runoff from the road into vegetative filter strips or other filter system. Ridges and associated dips are constructed diagonally across and as part of the road surface. Limitations: - Size limited by the safe passage of trucks and equipment - May cause concentrated flows from sheet flows - Require vegetative cover or other filter at discharge point Installation: - Need to be deep enough to carry expected flow - Need to be wide enough to allow traffic to pass - Increase frequency with increase slope - Pile and compact soil - Angle dips up to 25° to slope - Place rock at outlet Construction Activity Access roads a' oo [i 8 J tl T 1 i �i e 8 t �+l � �.,iiFi��}{r��s ,.sa ar1�,.�•,l%`t"� � �k �,. .✓x`48 ~� 4 eo y r X f 9 ROCK RIP -RAP FILTER PLAN VIEW N.T.S. Source: Cooperative Extension Service, 2002, RAPPS Final 5-10-04 0 A-10 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 as tires pass over rock pad. Limitations: - Less effective with increased rain and mud - Additional sweeping of paved road will be necessary - Removal necessary after completion of construction - Availability of rock Installation: - Install at entrances/exits to paved roads - Place geotextile filter fabric under medium to large diameter crushed rock - Length and width of entrance should be adequate to allow large vehicles to access site Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines EXISTI GROU STING CEMENT EXISTING 'EMENT CROSS-SECTION N.T.S. RAPPS Final 5-10-040 A-11 12. ROAD -SIDE DITCHES (RDSD) 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 flows - Slope channels so that water velocities do not cause excessive erosion - Shape and level channel removing excess spoil so water can flow - Vegetate or line channel with material to prevent erosion Construction Activity: Access roads )A Road -side Glitch FLAN VIEW N.T.S. ROAD Road side Road -side Ditch Ditch CROSS-SECTION N.T.S. RAPPS Final 5-10-04 0 A-12 13. TURNOUTS OR WING DITCHES (TO) These structures are extensions of road -side 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 at discharge point Installation: - Slope turnout gradually down from bottom of road ditch - Angle turnout at approximately 30° to road ditch - Discharge turnout into well -vegetated area or install secondary control such as rock filter or straw bales - Space turnouts according to slope Construction Activities: Access roads TURNOUT or WING DITCH SLOPE Source: Cooperative Extension Service, 2002. RAPPS Final 5-10-04 C A-13 WELL VEGETATED TURNOUT or ROCK .001 WING DITCH i 14. CONSTRUCTION MATS (CM) This technique spreads the weight of construction equipment over a broad area to help prevent soil compaction and soil exposure. Limitations: - Useful on wet, soggy, and/or inundated soils - Mats are bulky and difficult to move - Does not filter sediment from runoff Installation: - Mats are constructed of large timber tied together - Mats are placed ahead of operating equipment to provide stable work area Construction Activities: Flow/gathering pipelines RAPPS Final 5-10-04 © A-14 15. CROSS -DRAIN CULVERTS (CULV) This technique can be used to direct road -side ditch flow across road or may be used to direct stream flow under road or construction area. Culverts passing construction sites will allow for continued flow of stream with minimal siltation. Limitations: - Culverts may become clogged - Not a sediment filter Installation: - Culverts may be steel, aluminum, or concrete - Culverts should be placed at surface grades to allow normal low -flow water to be conveyed - Soil or road base should be compacted over culverts to a minimum of 12 inches - Culvert size should be adequate to convey anticipated flow - Ditch plug will be needed within road -side ditch to direct water into culvert - Culvert drop grade should be adequate to convey flows - Increase frequency of culverts with increased slope - Rock rip -rap often needed at outlet Construction Activities: Access roads and flow/gathering pipelines 5—w ab- Rti­ Smic., 2002 1 Plug RAPPS Final 5-10-04 0 A-15 ctMW-ITr CROSS SECTION N.T.S. Source: Cooperative Extension Service, 2002. 16. GEOTEXTILES/EROSION BLANKETS (GEO) Geotextiles are typically a porous fabric constructed of woven fibers. They are useful for stabilizing and preventing erosion on slopes, 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 to be in continuous contact with exposed soil - Anchor fabric securely - Apply seed prior to fabric installation for final stabilization of construction sites Construction Activities: Well/tank battery pads and flow/gathering pipelines RAPPS Final 5-10-04 © A-16 17. SEDIMENT TRAPS (ST) This technique uses a basin or pond to hold sediment -laden water so that 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 in rocky situations - Larger drainage areas require larger traps - Overflow can result during large rainfall events - Water will remain in trap for extended periods Installation: - Excavate trap or basin within area where runoff may be directed toward - Sideslopes should be machine compacted - Sideslopes should be 2:1 or flatter - Volume of trap should handle runoff from 2 -year storm events - Soil within trap should allow for water absorption, no bedrock - Construct spillway or outfall structure with rock rip -rap at outlet Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines RAPPS Final 5-10-04 © A-17 APPENDIX B DIAGRAMS OF TYPICAL REGULATED WATER BODY CROSSINGS RAPPS Final 5-10-04 WATER FLOW EDGE OF ROW ---------------------L--------- Cis-------------------- L --------- OPEN TRENCH ----------- —E ---O- -- — — — — — — — - — ------ ----- DOEOFFLW STAKED BMW SALES FILTER FABRIC PLAN MEW N.T.S. 1. DISCHARGE ONTO STABILIZED AREA (i.e. HEAVILY VEGETATED) 2. DISCHARGE LOCATION MUST BE A MIN IMUM OF 25' FROM OPEN WATER BODY OR INTO DISCHARGE STRUCTURE, ri on EnvironmentalServices, Inc, TRENCH DEWATERING & DISCHARGE RAPPS Final 5-10-04 0 B-1 FILTER FABRIC STAKED INTO POSITION «.d= 3'�i'� a '` t fs a a! ' � »zR'� �d 7�; .� e' S ��s t' '7 �?��7'^-• r � mr �.F > se ' # .�^ x s -------------- -------------- #4 + k� rE 1 SAND BAGS I I �STAKED TO HOLD THE STRAW BALES DISCHARGE PIPE IN POSITION DISCHARGE PIPE PLAN VIEW N.T.S. CONSTRUCTION NOTES: 1. THIS DESIGN FOR FLAT OR RELATIVELY FLAT GROUND. 2. THIS DESIGN FOR SMALL DISCHARGES. TWARCHITECT111ENGINEM DEWATERING STRUCTURE PSAPONSWAYMRAPPROPRIATEUSE OF THG STANDARD. til'/ ti Environmental Services, Inc. RAPPS Final 5-10-04 0 B-2 WATER FLOW SAND BAGS TO CHANNEL EDGE C�F RO.w. — — TOP OF BANK /�/STREAM FLOW SPOIL PILE TRENCH PLUti _ * (AS NEEDED) EDGE 6FMOW - - - FLUME PIPE (APPROPRIATE SIZE) PLAN VIEW N.T.S. CONSTRUCTION NOTES: 1. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 117 FROM THE TOP OF THE BANK 2. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 3. FLUME PIPE SHOULD ADEQUATELY CONVEY NORMAL STREAM FLOWS. 7HEARCHTECDEN3INEER RESPONBBLITY FOR APPROPRIATE usE OFTHBSTANDARU. I fforia- go I Environmental Services, Inc. RAPPS Final 5-10-04 C B-3 TYPICAL OPEN CUT FLOWING STREAM CROSSING FLUME PIPE EDGE OF RO.W. _ WATER PUMP - g " a • EDGE OF RO.W. - - �1 CREEK SAND BAGS OR TEMPORARY DAM TO DAM WATER — I— — — ) BAGS OR TEMPORARY TO DAM WATER CONSTRUCTION NOTES: 1. REROUTE WATER VIA DAM AND PUMP, 2. EXCAVATE TRENCH. 3. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 1O' FROM THE TOP OF BANK 4. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 3. MONITOR PUMP(S) - REFUELING IN SPILL CONTAINMENT DEVICE. 7HE AKHI1MMIGINEER AQ8171 IN a ROILITY FOR APPROPRIATE USE j OF7HISUANDARD, i 1&!02r`/ On Environmental Services, Inc. RAPPS Final 5-10-04 0 B-4 OPEN TRENCH TYPICAL OPEN CIT MINOR FLOWING STREAM CROSSING DAM AND PUMP EDGE OF POW PLAN VIEW N.T.S. CROSS-SECTION N.T.S. NOTES: 1. GEOTEXnLES MUST BE SECURED. THE ARCHIlF.OMOlYMR A8MAM R68PCMBLITY FOR APPROPRIATE WE OFTHIS STANDARD. t�1"I Qri j Environmental Services, Inc. RAPPS Final 5-10-04 C B-rj POST CONSTRUCTION R — = - - :°-¢ d .,yam �:._.:.:�: ' �_ �• �° ° r,_^.�'_• � _�C• �.• �� SET ON °=,.R },�y;:y' `•ti : ate:: <`= «' �: Lx m`•.=4 r' F,r=a ..........._ FILTER '%��s`�'i*a: KFABRIC it °g -,t ltd. 't*rs.�r`-.r--`_•i•+:;s mom.'-,4"'•::. .4 9 v.'q` " > �:�, . •`.t�t"� ; -v •G't to t «�. =„gYQ. e>s' i. S". .'.k,='R,:• 4�aa<. •..•�:.-.�<-_�. •.�; ;oma:::'=` ;>"if��: ^_..�:... �. �.''�:>=°='•",-�a-'� e .- '�. e . e a� $.".'daY k J • :1''. `*k <>* 4'G • 4°.a4" 'rt� 'a'Ci==m�ey.i+.P'° �^�ti ;e`• a-`+f;.•® � 3��. =�ti�°d a::�e°!'i};'p»-�<}`-o-'r�;..^>'-.�= a' ..r,.:�',.& :..__. �,�,,��rran °sem FILTER BAG -'�` ✓�4` �°-_�a_�a _ �''�`: e <-4 Pa �°�: =-`. a.Y.: .�•.^'. «.m ewe»�,vf txd: � «,_yre^-•<.c�d:t iRa4s:a-isr�: e s44. :m : :fie:✓ tg ; �a gr«4 s<,:.< t.' rgi<;: • :� k�,«<. c ':�=�ois` r G�� {� 4't ¢ , sa gL�e ;a,i���-. .,_•< t:ao-a�ma.•: v - = � '- ' r . e �. t .: ; ��:� a« =' :ter .+..<d py"• rm mra.- ryi r. . w z'. r y+dLLta '� ..4:•�'."=ti•:a :.� = ®aL a • > • �..� ®,-��� =.ya:." •x . a4" :-m �: a •.L P . g b= L°r.`a:�:-: ; :?e �, _ `� ° OSE CLAMP ::�-,•�- _,• ..�.E.�.-®= - M1$;�:` >�:v .�,»•;:�� :.._.m:��-gid L ,.oL .tam r,�. •®.m.•;.;t ® ems : `n=:p ?° •; :: ,a: . ... 0�.4 WOODEN STAKES PUMP DISCHARGE HOSE NOTE: LIMIT ONE DISCHARGE HOSE PER BAG PLAN VIEW N.T.S. HOSE CLAMP WOODEN STAKES ..°.. .q `:��`SV .s11•eL4_`a ea< .*". <`»'.'-'`C'6*: y4'gJ `-°[*" :.: .i+e a. FILTER PUMP DISCHARGE GROUND �• t. - '<? :, ..;._ �_• =cnre =°4•.,..' _• _` {r•.�ses =•• HOSE SURFACE _, •.` ''=, ae�, n .-r �, m.cv,• - . A, r .;: __• 'aye: FILTER FABRIC CROSS-SECTION N.T.S. CONSTRUCTION NOTES: 1. FILTER BAG SHOULD BE REPLACED WHEN SEDIMENT BUILD-UP OCCURS. rrEARwnxcmaiNWRA98UME8 OSSTM "P`' "'E"M FILTER BAG DETAIL HLJo- g 11Environmental Services, Inc. RAPPS Final 5-10-04 0 B-6 w Row i6C3EOFR0.W. CONSTRUCTION NOTES: 1. EXCAVATE TRENCH. `aSPOI� r1CG � bype 2. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 117 FROM THE TOP OF BANK. S. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 4. INSTALL FLUME PIPE TO CONVEY WATER FLOW, IF STREAM BEGINS TO FLOW DURING CONSTRUCTION. THE ArCHI TW ENGNEER ANUMEB REBPQIV BUWFORAPPROPM7S118E OFTHB l3TANDMD. Hon on. q Environmental Services, Inc. RAPPS Final 5-10-04 0 B-7 F671157110 TYPICAL. OPEN CUT DRY STREAM CROSSING SPOIL PILE PS WATER FLOWRAP= TT � ► FLUME TYPE PLAN"EW (TRAVEL LANE) AS REQUIRED 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 ARCHITEMAUMNEERASSUMES REWMAI Uff FOR APPROPRIATE UBE OFTH6 TANDARD. Vl ! V/l. EnvironmentaI Services, Inc. RAPPS Final 5-10-04 0 B-8 EPA'S DEFINITION OF "WATERS OF THE US" FROM 40 C.F.R. 122.2 RAPPS Final 5-10-04 0 [Code of Federal Regulations] [Title 40, Volume 19] [Revised as of July 1, 2003] From the U.S. Government Printing Office via GPO Access [CITE: 40CFR122.2] [Page 134-141] TITLE 40 --PROTECTION OF ENVIRONMENT CHAPTER 1 --ENVIRONMENTAL PROTECTION AGENCY (CONTINUED) PART 122 --EPA ADMINISTERED 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 in this section have the meaning given by CWA. When a defined term appears in a definition, the defined term is sometimes placed in quotation marks as an aid to readers. Waters of the United States or waters of the U.S. means: (a) All waters which are currently used, were used in the past, or may be susceptible to use in interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide; (b) All interstate waters, including interstate 'wetlands;" (c) All other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats, "wetlands," sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds the use, degradation, or destruction of which would affect or could affect interstate or foreign commerce including any such waters: (1) Which are or could be used by interstate or foreign travelers for recreational or other purposes; (2) From which fish or shellfish are or could be taken and sold in interstate or foreign commerce; or (3) Which are used or could be used for industrial purposes by industries in interstate commerce; (d) All impoundments of waters otherwise defined as waters of the United States under this definition; (e) Tributaries of waters identified in paragraphs (a) through (d) of this definition; (f) The territorial sea; and (g) "Wetlands" adjacent to waters (other than waters that are themselves wetlands) identified in paragraphs (a) through (f) of this definition. Waste treatment systems, including treatment ponds or lagoons designed RAPPS Final 5-10-04 0 C-1 to meet the requirements of CWA (other than cooling ponds as defined in 40 CFR 423.11(m) which also meet the criteria of this definition) are not waters of the United States. This exclusion applies only to manmade bodies of water which neither were originally created in waters of the United States (such as disposal area in wetlands) nor resulted from the impoundment of waters of the United States. [See Note 1 of this section.] Waters of the United States do not include prior converted cropland. Notwithstanding the determination of an area's status as prior converted cropland by any other federal agency, for the purposes of the Clean Water Act, the final authority regarding [[Page 141]] Clean Water Act jurisdiction remains with EPA. Wetlands means those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Whole effluent toxicity means the aggregate toxic effect of an effluent measured directly by a toxicity test. Note: At 45 FR 48620, July 21, 1980, the Environmental Protection Agency suspended until further notice in Sec. 122.2, the last sentence, beginning "This exclusion applies ..." in the definition of "Waters of the United States." This revision continues that suspension.\1\ \1\ Editorial Note: The words "This revision" refer to the document published at 48 FR 14153, Apr. 1, 1983. (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.S.C. 7401 et seq.), Resource Conservation and Recovery Act (42 U.S.C. 6901 et seq.)) [48 FR 14153, Apr. 1, 1983, as amended at 48 FR 39619, Sept. 1, 1983; 50 FR 6940, 6941, Feb. 19, 1985; 54 FR 254, Jan. 4, 1989; 54 FR 18781, May 2, 1989; 54 FR 23895, June 2, 1989; 58 FR 45039, Aug. 25, 1993; 58 FR 67980, Dec. 22, 1993; 64 FR 42462, Aug. 4, 1999; 65 FR 30905, May 15, 2000] RAPPS Final 5-10-04 0 C-2 ACORDCERTIFICATE OF LIABILITY INSURANCE DATE 2008 ' 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@mrains.com INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Liberty Mutual Ins. Co. Chesapeake Operating, Inc. INSURERB:AEGIS Limited P.O. Box 18496 INSURER c: American Intl. Group Oklahoma City, OK 73154-0496 INSURER D: 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. R II T ADD'L TYPE OF INSURANCE POLICY NUMBER Y P ALTEMWDDEFFEC/YYE POLICY MMI D/YY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ X COMMERCIAL GENERAL LIABILITY SELF INSURED MED EXP (Any oneperson) $ CLAIMS MADE FlOCCUR PERSONAL&ADVINJURY $ GENERAL AGGREGATE $ GEN'LAGGREGATE LIMITAPPLIES PER: POLICY PRO- JECT LOC PRODUCTS - COMP/OPA $ AUTOMOBILE X LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) A ALL OWNED AUTOS SCHEDULED AUTOS 7/1/2008 7/1/2009 BODILY INJURY (Per person) $ BODILY INJURY $ (Per accident) X X HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ _ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY E I. OCCURRENCE $ 6,000,000 AGGREGATE $ 6,000,000 OCCUR ERI CLAIMS MADE $ B DEDUCTIBLE hX 7/1/2008 7/1/2009 $ RETENTION $ 1,000,000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ALL STATES EXCEPT SELF X I WC STATULIM - I OTR - E.L. EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE INSURED IN OK & WV E.L. DISEASE - EA EMPLOYEE $ 1,000,000 OFFICER/MEMBER EXCLUDED? If yes, describe under WAl-69D-522861-068 6/30/2008 07/1/2009 E.L. DISEASE - POLICY LIMIT $ 1,000,000 SPECIAL PROVISIONS below OTHER C Pollution Liability 7/1/2008 7/1/2009 Each Incident $6,000,000 lAggregate $6,000,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIEXCLUSIONS 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. I t MULUtK City of Grapevine, Texas Public Works Department 200 South Main Street First Floor Grapevine, TX 76051 AGUKU ZS (ZUUI/Ut$) INS025 (0108).08a SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 11 Mark Bush/MANDY71"Jfte_4��a�� © 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). DISCLAIMER 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. AGQRD 25 (2001/08) INS025 (oios).oaa Page 2 of 2 BOND NO. RLB0010376 PERMIT BOND KNOW ALL BY THESE PRESENTS, That we, Chesapeake Or)eratinq, 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 shalt 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 Ma 2007, the name and corporate seal of each corporate party being hereto affixed and those presents duly sign �cl,�tl rrjMcj,arsigned representative pursuant to authority of its governing body. `���` Q ALS/,,� ���SPGORPp'' �9J Chesapeake Operatino. Inc. ' V ' C' t. Gt RLI Insurance Company 8 Greenway Plaza, Suite 400 Houston TX 77046 Surety By L�l -r, - Greg E. Chilson, Attorney -in -Fact RLI Surety I A Division of RLI Insurance Company 9025 North Lindbergh Dr. • Peoria, IL 61615 (309) 692-1000 or (800) 645-2402 Know AU Men by These Presents: RLB0010376 POWER OF ATTORNEY RLI Insurance Company That the RLI INSURANCE COMPANY, a 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: :REG E. CIIILSON in the City of lJOUSTON , 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 RLI 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 now 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 WlIh;REGI', the R1.1 Insurance Company has caused these presents to be executed by its its corporate seal affixed this ATrt, ST: Corporate Secretary State of Illinois 1 1 SS County of Peoria 1 ```t tl{Itl11il" I' ?%NN C E C''%, ..... O.�'% ;��•� O<'PORq� A RLI INS W NCE; CONIVANY _'Cc: SEAL � `c • — President On this I I day of May, 2007 before me, a Notary Public, personally appeared Michael J. Stone and Jean M. Steohenson, who being by me duty sworn, acknowledged that they signed the above Powerof Attorney as President and Corporate Secretary respectively, of (tie said RLI INSURANCE COMPANY, and acknowledged said instrument to be the voluntary act and deed of said corporation. Notary Public • ....l A. A.'. a. .-.. SPA026 (11/05) Exhibit J Water Chesapeake will enter into an agreement with the City of Grapevine to tap into a near by water line, and purchase water from the City. PERMIAN WIN 8300 US 80 MIDLAND, TX 79706 432563-1039 - PHONE 432-5631079 - FAX monummeammonummmommEdited by Foxit PDF Editor Copyright (c) by Foxit Software Company, 2004 - 2007 For Evaluation Gini BASIN BBIL Lem 2242 EAST HWY. 380 ininDWEL DzcAuit, TX 76234 4 i E0 940-627-1400 - PHONE 940-627-1814 - FAX Dudley 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 BBU 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 3x1-1/2 rectangular tubing Non -woven geotextile felt Ready mix concrete 100% polyurea 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 tr 432-770-5664 or kniccollu►n(e-bblfalcorr.coiti This document is provided by BBL Falcon Industries for the exclusive use of Chesapeake Energy and it's employees. PERMIAN BASIN 8300 US 80 MIDLAND, TX 79706 432.563.1039 - PHONE 432.5631079 - FAX BBL:FS" SOD SPRAY MODIFIED POLYMER FORT WORTH BASIN 3242 EAST HWY. 380 DECATUR, TX 76234 940.627.1400 - PHONE 940627.1814 - FAX 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 • Manufacturing facilities • Conventional & nuclear power plants • Marine environments • Oil and gas transmission pipelines Advantages: 100916 solids, meets VOC regulations Flexible, 250% elongation • Excellent thermal stability • Heat of deflection 250T no load • Water and waste water treatment • Cold storage facilities Food processing facilities • Pulp and paper mills • Bottling and canning facilities • 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 Secondary containment • Refineries • Fertilizer and other process plants Mining operations • Structural steel applications 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 Physical Properties: Cured Film Properties Test Method Typical Value Solids content 1 Shore hardness ASTM D2240 50D Elongation ASTM D638 250% Tensile strength, psi ASTM D638 2125 100% modulus, ppsi ASTM D638 1440 Tear strength, pli, Die C ASTM D624 390 Taber abrasion, mg wt loss ASTM D4060 250 (1000 gms,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. Coverage Rates: Theoretical Square Feet Per Gallon Mils 10 15 50 60 80 100 125 160 107 32 27 20 16 13 Note: 1604 mil inches per gallon. Totally dependent on substrate texture and condition. Packaging: Available in drum kits. Mhdng: 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. Other colors available upon request. Shelf Life: One year, in original, unopened factory containers, under normal storage conditions of 55°F to 95°F Ctean 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 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 of 3 PERMIAN BASIN FORT WORTH BASIN 4025= 6300 US 80 LCOn 2242 EAST Hwy. 380 MIDLAND, YX 74706 DECATUR. TX 76234 ininwsr 432.5631039 - PHONE ■m440.627.1400 - PHONE 432.563.1074 - FAX 440.6271814 - FAX PRODUCT DATA SHEET Chemicat Resistance: BBL:FSS50DM Test Procedure: ASTM D1308 25°C SPRAY MODIFIED POLYMER Exceeds 1 Year Test Media *Recommended R * Recommended conditionally C Acetone C (washdown within 1 hour of spillage) Antifreeze R *Not recommended N Benzene R *Suitable for immersion and/or splash and spillage 1 Benzoic Acid R conditions Butyl Alcohol R *Suitable for occasional or intermittent contact for 2 Butyl Cellosolve R up to 72 hours Carbon Dioxide R Calcium Hypochlorite N Test Procedure: ASTM D3912 25°C Chlorine (5000 ppm in water) 2 Exceeds 1 Year Citric Acid Cylloexanol R R Test Media Acetic Acid 10% C Dichloacetic Acid C Ammonium Hydroxide 10%/20 R Dimethyl Formamide N Diesel Fuel R Ethanol 2 Gasoline R Ethylene Glycol 1 Hydraulic Fluid R Gasoline R Hydrochloric Acid 5%/10% R Hexane R Methanol R Hydraulic Oil R Motor Oil R Lactic Acid 10% 1 MTBE R Methylene Chloride C MTBE/Gasoline 5% R Methyl Ethyl Ketone C NaCl/Water 10% R Methanol R Phosphoric Acid 10% R Mineral Spirits R Potassium Hydroxide 10%/20% R Monobutyl Ether R Sodium Hydroxide 10%/20%/50% R Nitric Acid 20% C Sugar/Water 10% R Phenol 2 Sulfuric Acid 5%/10% R Skydrol 2 Skydrol 2 Sodium Bicarbonate R Toluene C Sodium Chloride R Water R Sodium Hydroxide 50% R 2-Methylbutane R Sodium Hypochlorite 10% 2 Stearic Acid R Test Procedure: ASTM B117, after 1000 hours Sulfuric Acid 70% N Test e It Trichloroethylene C Trisodium Phosphate R Blistering, Bare Steel None Toluene C Corosion from Scribe>mm 4.3 Vinegar R Adhesion, psi, Eleometer >2000 Xylene C Note: Applied at 2 -mil blast profile, KTA-Tator panels. No primer. Exposure to W will cause discoloration, no change 3n physical properties, 3 of 3 PERMIAN BASINFORT ��I mew WORTH BASIN "COn 8300 Us 80 BBL 2242 EAST HWY. 380 MIDLANo, TX 74706!i DECATUR, TX 76234 432.563.1039—PHONE 940.627.1400—PHONE 432.5631079 — FAX o m 6 940.6271814 — FAX DAr SHEET BBL:FSS45DC POLYMERSPRAY MODIFIED 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 mils 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 equipment 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 dampproofing • 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 250T, 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 • Nan -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 Physical Properties: Cured Film Properties Test Method Tvoical Value Solids content 100% Shore hardness ASTM D2240 45D Elongation ASTM D638 450-520% Tensile strength, psi ASTM D638 1950-2350 100% modulus, psi ASTM D638 960 300% modulus, psi ASTM D638 1450 Tear strength, pli, Die C ASTM D624 430 Taber abrasion, mg wt loss ASTM D4060 180 1000 gms,1000 revs, H-18 wheels) '1000'm Moisture vapor transmission, perms ASTM E96 0.025 Gel 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. Composite systems are available. Coverage Rates: Theoretical Square Feet Per Gallon Mils 10 15 50 60 80 100 125 160 107 32 27 1 20 16 1 13 Note: 1604 mil inches per gallon. Totally dependent on substrate texture and condition. Packaging: Available in drum kits. Mixing: 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 '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 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. 2 of 3 W'llillilli' Aw PERMIAN BASINFORT WORTH BASIN 2242 EAST Hwy. 380 6300 US 80 SBn COn MIDLAND, TX 74706 DECATUR, TX 76234 432-563.1034 - PHONE ` 440627.1488 - PHONE 432-S63.1074 - FAX n 440627.1814 - FAX it f PRODUCT DATA SHEET Chemical Resistance: BBLIFSS450C Test Procedure: ASTM D1308 25°C SPRAY MODIFIED POLYMER Exceeds 1 Year Test Media *Recommended R *Recommended conditionally C Acetone C (washdown within 1 hour of spillage) Antifreeze R *Not recommended N Benzene R *Suitable for immersion and/or splash and spillage 1 Benzoic Acid R conditions Butyl Alcohol R *Suitable for occasional or intermittent contact for 2 Butyl Cellosolve R up to 72 hours Carbon Dioxide R Calcium Hypochlorite N Test Procedure: ASTM D3912 25°C Chlorine (5000 ppm in water) 2 Exceeds 1 Year Citric Acid Cylloexanol R R Test Media Acetic Acid 10% C Dichloacetic Acid C Ammonium Hydroxide 10%/20 R Dimethyl Formamide N Diesel Fuel R Ethanol 2 Gasoline R Ethylene Glycol 1 Hydraulic Fluid R Gasoline R Hydrochloric Acid 5°x6/10% R Hexane R Methanol R Hydraulic Oil R Motor Oil R Lactic Acid 10% 1 MTBE R Methylene Chloride C MTBE/Gasoline 5% R Methyl Ethyl Ketone C NaCI/Water 10% R Methanol R Phosphoric Acid 10% R Mineral Spirits R Potassium Hydroxide 10°!x/20% R Monobutyl Ether R Sodium Hydroxide 10%/20°/x/50% R Nitric Acid 20% C Sugar/Wates 10% R Phenol 2 Sulfuric Acid 5%/10% R Skydrol 2 Skydrol 2 Sodium Bicarbonate R Toluene C Sodium Chloride R Water R Sodium Hydroxide 50% R 2-Methylbutane R Sodium Hypochlorite 10% 2 Stearic Acid R Sulfuric Acid 70% N Trichloroethylene C Trisodium Phosphate R Toluene N Vinegar Xylene N 3 of 3 'y', i �' iV 10 PERMIAN BASIN 8300 us 8o BBL MIDLAND, TX 79706 LCOn 432.563-1034 -PHONE 432.563.1079 - FAX BBL:VF380 FAST SET SPRAY MODIFIED POLYMER FORT WORTH BASIN 2242 East Hwy. 380 DECATUR, TX 76234 940.627.1400 - PHONE 940.627.1814 - 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 -450. 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, [deal 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 Rmperties Test Method Solids 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 • No VOCs Typical Value 1000/0 80-85 650% 2500-3000 psi 0.02 germ >160in-Ib 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 Coverage Rates: Theoretical Square Feet Per Gallon s Mils 10 15 50 1 60 80 100 1 125 160 107 32 27 20 16 1 13 Mote: 1604 mil inches per gallon. Totally dependent on substrate texture and condition. Packaging: One -Hundred Ten Gallon Kit: 55 gallons of A" 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 95°F 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. t 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 of 3 'u PERMIAN BASIN p FORT WORTH BASIN 8300 US 80 BBLLCOn 2242 EAST HWY. 380 MIDLAND, TX 74706 DECATUR, TX 76234 432.363.1039 - PHONE 4'40.627.1400 - PHONE 432.563.1074 - FAX ' ' 940.627.1814 - FAX PRODUCT DATA SHEET Chemical Resistance: BBL:VF380 Test Procedure: ASTM D1308 25°C FAST SET SPRAY MODIFIED POLYMER Exceeds 1 Year Test Media *Recommended R * Recommended conditionally C Acetone C (washdown within l hour of spillage) Antifreeze R *Not recommended N Benzene R *Suitable for immersion and/or splash and spillage 1 Benzoic Acid R conditions Butyl Alcohol R *Suitable for occasional or intermittent contact for 2 Butyl Cellosolve R up to 72 hours Carbon Dioxide R Calcium Hypochlorite N Test Procedure: ASTM D3912 25°C Chlorine (5000 ppm in water) 2 Exceeds 1 Year Citric Acid Cylloexanol R R Test Media Acetic Acid 10% C Dichloacetic Acid C Ammonium Hydroxide 10%/20 R Dimethyl Formamide N Diesel Fuel R Ethanol 2 Gasoline R Ethylene Glycol 1 Hydraulic Fluid R Gasoline R Hydrochloric Acid 5%/10% R Hexane R Methanol R Hydraulic Oil R Motor Oil R Lactic Acid 10% 1 MTBE R Methylene Chloride C MTBE/Gasoline 5% R Methyl Ethyl Ketone C NaCl/Water 10% R Methanol R Phosphoric Acid 10% R Mineral Spirits R Potassium Hydroxide 10%/20% R Monobutyl Ether R Sodium Hydroxide 10%/20%/50% R Nitric Acid 20% C Sugar/Water 10% R Phenol 2 Sulfuric Acid 5%/10% R Skydrol 2 Skydrol 2 Sodium Bicarbonate R Toluene C Sodium Chloride R Water R Sodium Hydroxide 50% R 2-Methylbutane R Sodium Hypochlorite 10% 2 Stearic Acid R Sulfuric Acid 70% N Test Procedure: ASTM B117, after 1000 hours Trichloroethylene C Test Result Trisodium Phosphate R Toluene C Vinegar R Blistering, Bare Steel None Xylene C Corrosion from Scribe,mm 4.0 Adhesion, psi, Elcometer >2000 Note: Applied at 2 -mil blast profile, KTA-Tatorpanels. No primer. 3 of 3 Che"'Osa eake ENERGY ■; HALFF 9�` ♦ ! 1 mnow ER Tmim — &I 1H - 5H ITY OF Q R {PE VIN E I Aa y� PPV'D sv CASE - - DA 100 ENERGY WAY, 17TH FLOOR FORT WORTH, TEXAS 76102 (817) 502 - 1250 (817) 810 - 9485 FAX EMAIL: martin.johnson@chk.com LOCATION MAP TGse pWe Mw Gen nvWA d WW appmved by PrinGd Nam: Date: CASE NAME: Chesapeake Energy CASE NUMBER: SUP08-M LOCATION: 2720 North Grapevine Mills Blvd. Lot 1, Block 1 of the Grapevine Mills Wells Addition MAYOR SECRETARY DATE* - PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET. I OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES HALFF ASSOCIATES, INC. Pt-FiNNIN 1201 NORTH BOWSER ROAD RICHARDSON, TEX/S 75081 214-346-6200 AVO 24521 / DR88 JANUARY 2009 02 30.76571 iICK BLOCS RTMENTSI 2-$ BRICK BLOCS (APARTMENTS) i i -s CONIC BLDG V 1-S BRSCK \) � BLDG (FIRE STATIONI HEIRS OF JAMES GIBSON .GATES--���.----^^-- i i -s CONIC BLDG SURVEY '(COMMERCIAL) STARBUCKS" - - A-567 4' BARBE9-WtIRE FENCE ♦ - a c-'- 1-$ DOD' BLOCS ' - - — - - - - - - — - - - - - - - - -` I RESIRENT TALI / 2� / - 1-5 CONC BLDG - - \ �� ` - (COMMERCIAL.) "cc CC, Gas" - 4) I I PROJECT VICINITY MAP (NOT TO SCALE) GRAPEVINE MILLS BLVD FOR TWO LAYOUT DEIAAS SEE DRK191G RKi DETAILS ONTHISSHEET._'- Q 2 ' I i I I ir0 (4ND I r FRAC POND 'CR I I I I - r I- I LEGEND ® Surface Hole Location Pad Site Limits ---- Lease Boundary Line 300' No Building Area Lot Limits 1) Contour lines are taken from the North Central Texas Council of Governments data base. Contour lines were generated in 2001 Lidar mapping. .GATES--���.----^^-- Per the FEMA Map Modernization Program (2007) C ' �-----'--------'-"------- -'---_-_ 4' BARBE9-WtIRE FENCE ♦ - a c-'- - - - — - - - - - - — - - - - - - - - -` - - / 2� / - - - - \ �� 50' UTILITY EASEMENT PG. - 4) I / VOL• 12429, 2207 D.R.T.C•T. project area. 5) Spacial Use Request SUOB-06 is a request to allow for gas well drilling and production on M non -residentially zoned property. This property is currently zoned "H= Hotel Corporate Office I District. a 6) Gro \�\ produce a sound level greater than 65 dB (a) when U NAOCFSS ROAD ( �\ boundary of the drill site or operation site, . \ whichever is greater. The noise level shall be the 2,F SECURF.DACCESS GATE wITH IOMOX BOX \ consecutively at any given time from four or more I AND KEY SWITCH ACCESS. \ \\ ZONED HCD \ I y4 m (HOTEL COR,CRATE OFFICE DISTRICT) \ 1 6yA irP h U*PMKw C? \ 70' BLDG LINE VOL. 12429. ' i o - PG. 2207 D. R. T. C. T. ., 400, FOR TWO LAYOUT DEIAAS SEE DRK191G RKi DETAILS ONTHISSHEET._'- Q 2 ' I i I I ir0 (4ND I r FRAC POND 'CR I I I I - r I- I LEGEND ® Surface Hole Location Pad Site Limits ---- Lease Boundary Line 300' No Building Area Lot Limits 1) Contour lines are taken from the North Central Texas Council of Governments data base. Contour lines were generated in 2001 Lidar mapping. diametrically opposite positions, four test above r ground level, when measured at a distance of 300 feet from the production equipment A maximum 50' UTILI/// y EASEMENT // // sound level of 85 d8 (a) shall appy to formation VOL:124)9. PG. 2207-- r fracturing when measured at a distance of 300 feet - .D. R. T. C i� . i from the boundary of the drill site or operation site, STARS AN whichever is greater. IPE 4, / / // ` r 7) No person shall operate or permit to operate In F" operation of a producing well GMF4 32 58 13.11850 97 02 27.76167 POND CORNER `� +,^' CRgp \\�� / // - any engine, compressor, or motor driven GMFS 32 58 74.46793 97 02 26. 11337 POND CENTER �\ .yeti Ft'/N 4 R / / machinery of any type which creates a sound level GRAPEVINE MILLS iH 32 58 15.31720 1 97 02 29.65547 WELLHEAO \ E Ay efo ir"r �� - / / greater than 65 dB (a) when measured at a GRAPEVINE MILLS 2H 32 58 15.26435 97 02 29.49706 WELLHEAD \\ �/ �S Cl,? cfN�` / / r distance of 300feet ftonthe boundary ofthe ddil GRAPEVINE MILLS 3H 32 58 15.21138 97 02 29.32657 WELLHEAD \ `� f / / °= 'r site or operation site, whichever Is greater. The GRAPEVINE MILLS 4H 32 58 15.15847 97 02 29.16208 WELLHEAD \ \ L // '� ` \ \ JJ I noise level shall be the average of sound level ----------- r meter readings taken consecutively at any given .. -------,/------ ----- --- --- -,--r.- -- -- time from four or more diametrical opposite s measured at a distance of 3W feet from ,_�� HENRY SUGGS SURVEY 1-s conc BLDG HEIRS the da of the drill site o tion site, - �- _ 'COMMERc1Au r GIBSO B' °P� "ROOMS TO GO"' A-1 41 5 t whichever is greater. A- 8) The drill site shall at all times be kept frea of .i debris, pools or water or other liquids, I Contaminated soil, weeds, brush, trash, or other waste material outside the drill site within a radius s CaNc BLDG I' of 100 feet around any separators, tanks, and i - r S CON c IAL) _ I producing wells within the leased property. "GRAPEVINE MALL" i 9) There Isno readily apparent storage tank or sources of Ignition within 500 feet of the wells. r 10) A reduction of the 500doot setback requitement from a property line relative to the Southern boundary line with Grapevine Mills Cirde and MALE AND ADDRESS OF CURRENT PROPERTY OWNER: $tars and .Stripes way Is being requested. NORTH TEXAS ACQUISITION. L.L.C. 11) Written notice VAN be given to all property owners �� , 6100 N. West— . Okiehp City OK 73118 within in 1,ODO feet OUB ill bore, fore ,a the cityhe of the E NAME AND ADDRESS OF MINERAL DMNER: fracture process g u PEp GATEWAY CENTER ASSOCIATES, LTD. 12) A reduction of the 1000400t setback requirement $� 5223 ROYAL LANE. DALLAS, TEXAS 75229 to protected use Is being requested on this site NAME AND ADDRESS OF MINERAL LESSEE: GATEWAY CENTER ASSOCIATES, LTD. 5223 ROYAL LANE. DALLAS, TEXAS 75229 '.4 NAME AND ADDRESS CAS WELL OPERATOR : 0 50 100 150 200 DRILLING RIG DETAIL SCALE: 1'='100' �,,,, ,, ,� - ��, .-- - CHESAPEAKE OPERATING. INC. U 2) Per the FEMA Map Modernization Program (2007) C there are no tloodptains associated with this site. ^Ln The closest 100 -year floodplain is approximately 733' to the northwest. /-j/'�'� 3) All survey data, including property boundaries and / utilities, are based on a September 2008 surrey conducted byAZ&B LLC. - 4) No protected trees were Identified within the OV project area. 5) Spacial Use Request SUOB-06 is a request to allow for gas well drilling and production on M non -residentially zoned property. This property is currently zoned "H= Hotel Corporate Office I District. a 6) No drilling, producing, or other operations shall produce a sound level greater than 65 dB (a) when U 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 taken consecutively at any given time from four or more diametrically opposite positions, four test above r ground level, when measured at a distance of 300 feet from the production equipment A maximum 50' UTILI/// y EASEMENT // // sound level of 85 d8 (a) shall appy to formation VOL:124)9. PG. 2207-- r fracturing when measured at a distance of 300 feet - .D. R. T. C i� . i from the boundary of the drill site or operation site, STARS AN whichever is greater. IPE 4, / / // ` r 7) No person shall operate or permit to operate In F" operation of a producing well GMF4 32 58 13.11850 97 02 27.76167 POND CORNER `� +,^' CRgp \\�� / // - any engine, compressor, or motor driven GMFS 32 58 74.46793 97 02 26. 11337 POND CENTER �\ .yeti Ft'/N 4 R / / machinery of any type which creates a sound level GRAPEVINE MILLS iH 32 58 15.31720 1 97 02 29.65547 WELLHEAO \ E Ay efo ir"r �� - / / greater than 65 dB (a) when measured at a GRAPEVINE MILLS 2H 32 58 15.26435 97 02 29.49706 WELLHEAD \\ �/ �S Cl,? cfN�` / / r distance of 300feet ftonthe boundary ofthe ddil GRAPEVINE MILLS 3H 32 58 15.21138 97 02 29.32657 WELLHEAD \ `� f / / °= 'r site or operation site, whichever Is greater. The GRAPEVINE MILLS 4H 32 58 15.15847 97 02 29.16208 WELLHEAD \ \ L // '� ` \ \ JJ I noise level shall be the average of sound level ----------- r meter readings taken consecutively at any given .. -------,/------ ----- --- --- -,--r.- -- -- time from four or more diametrical opposite s measured at a distance of 3W feet from ,_�� HENRY SUGGS SURVEY 1-s conc BLDG HEIRS the da of the drill site o tion site, - �- _ 'COMMERc1Au r GIBSO B' °P� "ROOMS TO GO"' A-1 41 5 t whichever is greater. A- 8) The drill site shall at all times be kept frea of .i debris, pools or water or other liquids, I Contaminated soil, weeds, brush, trash, or other waste material outside the drill site within a radius s CaNc BLDG I' of 100 feet around any separators, tanks, and i - r S CON c IAL) _ I producing wells within the leased property. "GRAPEVINE MALL" i 9) There Isno readily apparent storage tank or sources of Ignition within 500 feet of the wells. r 10) A reduction of the 500doot setback requitement from a property line relative to the Southern boundary line with Grapevine Mills Cirde and MALE AND ADDRESS OF CURRENT PROPERTY OWNER: $tars and .Stripes way Is being requested. NORTH TEXAS ACQUISITION. L.L.C. 11) Written notice VAN be given to all property owners �� , 6100 N. West— . Okiehp City OK 73118 within in 1,ODO feet OUB ill bore, fore ,a the cityhe of the E NAME AND ADDRESS OF MINERAL DMNER: fracture process g u PEp GATEWAY CENTER ASSOCIATES, LTD. 12) A reduction of the 1000400t setback requirement $� 5223 ROYAL LANE. DALLAS, TEXAS 75229 to protected use Is being requested on this site NAME AND ADDRESS OF MINERAL LESSEE: GATEWAY CENTER ASSOCIATES, LTD. 5223 ROYAL LANE. DALLAS, TEXAS 75229 '.4 NAME AND ADDRESS CAS WELL OPERATOR : 0 50 100 150 200 DRILLING RIG DETAIL SCALE: 1'='100' �,,,, ,, ,� - ��, .-- - CHESAPEAKE OPERATING. INC. U C 0) /-j/'�'� co L =to Q J � OV t^ i C G t= L i W M I a U LL LL .j TQ i EMN sun DRILLING SITE PLAN 3 1 HEIRS OF JAMES GIBBON P;(CDLONG SCO) SURVEY "STARBUCKS" i I ! / t. /` A _ 2 -S, BRICK SLOGS 2-S eRiCK &DGS i -S r°DD`BLDG$ t �— `� (APARTMENTS) 1APAR� NIS) kRESir(ENTIALI - - U / I-SICOMMERC CDRC BLDG CONOCO GAS' -- > I -STORY BLDG 1 _ SS CENTER) ITATIONI - I /7, 2 STONE A/ •�,', /INFBRI OCENTL[M Aq `f - �= j/ 1 ' "-i'�f -• _�'' PROP63E0flN 2-S BRICK ALOGS IF (APARTMENTS) f 5 aR ICK IAP AR. TiE- i -- Gw 2-s BRICK 8LDG5 ( APARTMENTS 1 ! 1'. !/ //v v i// /aaw7inOMM To'- BLDG I ' - / -•-, ?:,: / ' / ' / / : �Va. 12429. P 2207 G. i.T.C.T, 437 c 00 1 Y NAD83 GEOGRAPHIC COORDINATES (IN DEG -MIN -SECS) S, PION HER r _- HER ----- .-.--. \ (� GRAPEVINE,AAILLS BLVD GATE 4' BARBED FENCE � _ ,l. !/ 4 / 50' UTILITY EASEMENT l 'J „ VOL. 12429, PG. 2207 - I D.R.T.C.T. W9r�A�� I KNOW box �� i 4wp \ NCO )HOTEL CIXIPORAEDOFFICE DISTRICT) ` "L A; 6945 I k_ ( \ 70' BLDG LINE VOL. 12429 WMASORY D.RGT C.T. WNL I 400 GM�"1/ /GM2 / ' jj 2H I 4Q ,r3H ®4H L5N t0. Iper. I ~ �PE BUFFFR I !t P FRAC POND o� / i AMM 400, GMS 50' UT14 Y EASEMENT LO.R. T. L. VOL. 124 9, PG. 2207 TD.r 3 - STARS ANI GMF2 32 58 15.81735 1 97 02 24.46505 POND CORNER \ 9YSTEMAMPRDWD®w 4NOS14P GW3 32 58 12.53584 97 02 25.95226 POND CORNER 7NEk PACKAGE •� eUPFER� / // -, GMF4 32 58 13.11850 97 02 27.76167 POND CORNER dM1`5 32 58 1,4.46793 97 02 26.11337 POND CENTER ��� ,ego 1� •4P£VjN R® \ / / _ . GRAPEVINE MILLS 1H 32 58 15.31720 97 02 29.65547 WELLHEAD \ F Ep w1RE / x GRAPEVINE MILLS 2H 32 58 15.2fi435 97 02 29.49106 WELLHEAD�� ($ CjR GRAPEVINE MILLS 3H 32 58 15.21138 97 02 29.32657 WELLHEAD GRAPEVINE MILLS 4H 32 58 15.15841 97 02 29.16208 WELLHEAD GRAPEVINE MILLS 5H 32 58 15.10544 97 02 28.99759 1 WELLHEAD I_'••�—__ _ t i •I /'�----i / CASE NAME: Chesapeake Energy - �� ----'� HENRY SUGGS SURVEY (CON CASE NUMBER:S0008.OB A-1415 "R0 LOCATION: 2720 North Grapevine Mills Blvd. Lot 1, Block 1 of the Grapevine Mills Wells Addition 55^ y t ticBLDG MAYOR SECRETARY '\\ 1 "GRAPEVINE MALL" =�J DATE \ �7° PLANNING AND ZONING COMMISSION \ \ / NAME AND ADDRESS OF CURRENT PROPERTY OWNERS NORTH TEXAS ACQUISITION. L.L.C. 6100 N. western . ON Ia,a City. OK 73119 - — NAME AND ADDRESS OF MINERAL OWNED: "'t GATEWAY CENTER ASSOCIATES, LTD. DATE: / 5223 ROYAL LANE. DALLAS. TEXAS 75229 HALE AND ADDRESS OF MINERAL LESSEE: SHEET:-3-OF7 `fQ GATEWAY CENTER ASSOCIATES. LTD. / 5223 ROYAL LANE, DALLAS, TEXAS 75229 APPROVAL DOES NOTAUTHORIZE ANY WORK J NAME AND ADDRESS OF cos WELL OPERATOR: IN CONFLICT WITH ANY CODES OR ORDINANCES. CHESAPEAKE OPERATING. INC. DEPARTMENT OF DEVELOPMENT SERVICES 100 Er»rgy May Sul+e 1700. Fort Wgrtm. TX 71104 PROJECT VICINITY MAP (NOT TO SCALE) LEGEND ® Surface Hole Location 6' Masonry Wall ---- 300' No Building Area .......................• 2" Poly Foam Line Z 011 1) Contour Ines are taken from the North Central Texas Council of Governments data base. Contour Ileus were generated in 2001 Lldar mapping. 2) Per time FEMA Map Modernization Program (2007) there are no Ibodpleirns associated with this site. The closest 100 -year floodplain is approximately 73T to the northwest 3) AN wavey data, including property boundaries and ulNhes, are based on a September 2008 survey conducted by AZBB I.I.C. 4) No protected trees were Identiifed within the pr*-ct area. 5) Special Use Request SU08-08 is a request to allow for gas well driilirg and production on non-realdent ally zoned property. This property A currently zoned 'HCO' Hotel Corporate Ofte District 6) No drilling, producing, or ober operations stall produce a sound level greater than 65 dB (a) when measured at a distance of 300 feet from the boundary of to drill site or operation site, whichever is greater. The noise level shell be the average of sound level meter readings taken consecutively at any given time From four or more diametrically opposite Portions, fax feet above ground level, when measured at a distance of 300 feet from the production equipmerK. A maximum sound level of 85 d8 (a) shall appy to formation fracturing when measured at a disencs of 300 feet from to boundary of the drill site or operation site, whichever A greater. 7) No person sial operate or permit to operate in connection with the operation of a producing well any engine, compressor, or motor driven machinery of any type which Creates a sound level Wester than 65 dB (a) when measured at a distance of 300 feet from Bre boundary of Ba drill site or operation site, whictaver Is greater. The noise level shell be the avers of sound level meter readings taken at arty given Imo tram W or more - oppoNte fiery .f titotddis�awroperation eke300 feet e, whichever is greater. 8) The drill site stall at all times be kept Nee of debris, poets or water or other kpilds, contaminated will, woods, brush. trash, or other waste material outside the drill ante within a radius of 1DD feet around any eaparatom, larks, and producing wets within the leased property. 91 Tiara is no madly sbrage bank or U J Jill MHO own ®a OEM source of ignition within .. feet W tine well. 10) A reduction of the 500400t aeti8laGu requirenar from a property Ire relative ba the southern boundary Ina with Grapevine MIA Circle and sQ nb.:.:.24521 San and Stripes Way A being roquesfed. ._ W . 1)1211006 11) A reduction of the 1000 -foot 66tbat* requirement _�FILM - to protected use A being requested on this etre. cit *.N as AAE ..'.-- N PRODUCTION) SITE PLAN 0 60 100 150 200 SCALE: Sheet 3 of 7 SMM Number 1- TORY BLDG (FITNESS CENTERI V 2-S STONE BR [CK BLDG (INFO CENTER)\\ 2-S BRICK SLOGS (APARTMENTS) EXISTING TREE. TO REMAIN (TYR) (73)-YAl80N HOLLY BOK YCffLVD a LOCATE For FROM MASONRY WALL (780 LF) - STEEL EDGER (7.325 SF) -WEEPINGLOVE Heade 2-S BRICK SLOGS (APARTMENTS] U t -S BRICK BLDG fFtRE STATION] i(RES�f OOD SLDGS 1-S GONG BLDG ITS ) STARBUCKS* t -S GONG BLDG ( COL."l AL I `CONOCO GAS` i c GRAPEVINE MILLS BLVD ©� __--------------- --------------- ---------------------------- �Q' X4-0 -------- MAI! WATER METER N BARBED WIRE FENCE. TO REMAIN 24' SECURED ACCESS GATE WUH KNOX BOX. AND KEY SWITCH ACCESS. i �fiH �4H SH (178)-RAVENNAGRASS SaaiG FRAC R CPN D PLANT ALONG LEVEE CENTERLINE (385 LF) - STEEL EDGIER (35)-YAUPON HOLLY Bar wnAbris LOCATE 54r FROM MASONRY WALL LOVEGRASS N / MJF c,R 1 SYMBOL OTY I COMMON NAME SCIENTIFIC NAME BRE SPREAD SPECIFICATION O 100 YAUPON HOLLY 6K vo"orfe rb Q NURSERY GROWN. FULL. HEALTHY WELL FORMED 176 RAVENNAGRASS SacdmRBp ravrvue �fEt 1'b? NURSERY GROWN, FULL, HEALTHY, WELL FORMED 10,975 SF —LO PING LpVEGRASS r kKuvula 0 t.BSfACRE HYDROMULCH. 98% SEED PLRRITY. 87% MINIMUM GERMINATION. SEED WITH 0.5% WEED SEED WILL NOT BE ACCEPTED. 1.145LF STEELEDGER OOLMET. PRODUCT 01 DOT. IV LENGTH, 3W THICK POWDER COAT GREEN AT 4' WIDE TRACTOR TO PROVIDE BERMUDA HYDROMULCH TO ALL. DISTURBED AREAS OUTSIDE OF FENCE I CONTRACTOR TO PROVIDE INSTALL STALLAN IRRIGATION PLAN DESIGNED BYATFXAS AND NtWGA70RAND IN ACCORDANCE WITH CrTY ORDINANCE 12.145.8,15. 3. IRRIGATION WILL PROVIDE TOTAL WATER COVERAGE 4. IRRIGATION PLAN TO BE SLDMITTED TO THE CITY 14SPSCMRFORAPPROVAL i -S GONG BLDG (COMMERCIAL] "ROOMS TO GO" i -S CMC BLDG f CDW.ERC I AL I "LAZY BOY FURNITURE" STARS AND STRIPES WAY CASE NAME: Chesapeake Energy CASE NUMBER: SUOOB-06 LOCATION: 2720 North Grapevine Mills Blvd, Lot 1, Block 1 of the Grapevine Mills Wells Addition MAYOR SECRETARY DATE' PLANNING AND ZONING COMMISSION DATE: SHEETS -OF 7 APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 6' Masonry Wall ------- Lease Boundary Line Notes: 1) Cmlae it" are taken *= the North Central Texas Council of Governments dab boo. gwwa ed In 2 1 tvitll Lkier mapping. 2) Per the FEMA Map Modernization 0b) -d k% 3Th s BBs. away. 3) AB data MtcluklMg based attic uta ere onconde r u�cf*mb AZNLLC. 4) No Wotecled trees wale Identified wittkh the pro)ed ares. 5) Special -t. a odl Refor S0 -0e1111 8 EIrlling ba lly zoned _ThHCpntCoya Uponate ORbs 6) 7) 8) The kkll site Buell at 80 turas be kept free of . Pook of water ar otller Aqukis, wrNemirtatad aot, weeds. tirueh, trash, or otter wale malarial odds tIe ddp site "'in IS rad'iLu -f100 teal arax10 arty �,� Produang wells xrithin g) There WB ra glprap®tanik or source of I'niliOr1 WBhln 500 ted dl tta WBBs. 1 D) A reduction of the 5004DOt setback rso�rernant 9mb a titre relative _ Im the lOkrtitalti 6a erY Wls WBII GrepsYlna Wit Circle and Stars and S" Way is being logkasted. 11) A reducbm of rte 10OD-mot setback reequesteddorl�tds She. pvtocted use is ung 0 50 100 150 200 SCALE:1='100' I LANDSCAPE PLAN Sheet 4 of 7 V TKam LOCATION _ LO 1-S CONC BLDG SHELL GAS" wa ` V� wnY cu O.. .L N L — T l' v LZ Q JI - J ( i 3 Y v f) -V-.0 ' 81 Lod Vim L> i ^ V iLL _j (L PROJECT VICINITY MAP (NOT TO SCALE) C / ID/� V/ rn V LEGEND ® Surface Hole Location U i -S CMC BLDG f CDW.ERC I AL I "LAZY BOY FURNITURE" STARS AND STRIPES WAY CASE NAME: Chesapeake Energy CASE NUMBER: SUOOB-06 LOCATION: 2720 North Grapevine Mills Blvd, Lot 1, Block 1 of the Grapevine Mills Wells Addition MAYOR SECRETARY DATE' PLANNING AND ZONING COMMISSION DATE: SHEETS -OF 7 APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 6' Masonry Wall ------- Lease Boundary Line Notes: 1) Cmlae it" are taken *= the North Central Texas Council of Governments dab boo. gwwa ed In 2 1 tvitll Lkier mapping. 2) Per the FEMA Map Modernization 0b) -d k% 3Th s BBs. away. 3) AB data MtcluklMg based attic uta ere onconde r u�cf*mb AZNLLC. 4) No Wotecled trees wale Identified wittkh the pro)ed ares. 5) Special -t. a odl Refor S0 -0e1111 8 EIrlling ba lly zoned _ThHCpntCoya Uponate ORbs 6) 7) 8) The kkll site Buell at 80 turas be kept free of . Pook of water ar otller Aqukis, wrNemirtatad aot, weeds. tirueh, trash, or otter wale malarial odds tIe ddp site "'in IS rad'iLu -f100 teal arax10 arty �,� Produang wells xrithin g) There WB ra glprap®tanik or source of I'niliOr1 WBhln 500 ted dl tta WBBs. 1 D) A reduction of the 5004DOt setback rso�rernant 9mb a titre relative _ Im the lOkrtitalti 6a erY Wls WBII GrepsYlna Wit Circle and Stars and S" Way is being logkasted. 11) A reducbm of rte 10OD-mot setback reequesteddorl�tds She. pvtocted use is ung 0 50 100 150 200 SCALE:1='100' I LANDSCAPE PLAN Sheet 4 of 7 O 1 LANDSCAPE SCREENING DETAIL SCALE 1'=1'-0" C? C c r- u) ip cu CU Vi CL Q J F- 0 0 J c v �> Z to cu c > (� C J acu W U DO NOT HEAVILY PRUNE THE TREE N HOLLY AT MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE _ AT pLANTFNG PRIME ONLY CROSSOVER nq e \ LIMBS CO -DOMINANT LEADERS, AND AND DEAD BRANCHES. SOME C. TREE TO FACE NORTH AT THE SITE G BROKEN a INTERIOR TWIGS AND LATERAL BRANCHES z cu w REMOVE ALL THANE, ROPE AND o MY HOWEVER DO NOT REMOVE ¢ T IG LOVEGRASS WIRE, AND BURLAP FROM TOP THEPRUWofNED a EXTENDE LEDGE OF E CROWN. MULCH OF ROOT BALL CASE NAME: Chesapeake Energy CASE NUMBER: SUOD8-06 o Qj "ARBOR TIE" GUYING MATERIAL ATTACH WRY r MULCH LAYER. MULCH TO IN TO 3 TRUNKS MINIML.M ATTACH TO EARTH ARBOR TIE ENOUGH TO i WALL COVER ROQT _BALL AND TAPER DEPTH SO T FLARE REMAINS ANCHOR. TIGHTEN d KEEP FROM SUPPING. ALLOW FOR TRUNK EXPOSED. DO NOT COVET MOVEMENT. FROOTE. 6' HARDWOOD STAKE OR APPROVED EQUAL BACKFILL WITH PLANTING SOIL MIX 3P BSE EE EXISTING PACEDUNDISTURBEDAROUNDTREE. E. AND LIGHTLY COMPACT TO PREVENT ROOT BALL FROM SHIFTING EXPOSE ROOT FLARE PLANT TREE SO THAT ROOT FLARE I3 BACKFILL WITH PLANTING SOIL MIX. PLACE IN 6" LIFTS AND COMPACT 2-3" ABOVE FINISHED GRADE. FIRMLY WITH FOOT PRESSURE. A& LAYER AND COMPACT SOIL UNTIL THE MIDDLE OF THE ROOT BALL. PLACE ROOT BALLON UNEXCAVATED SOIL IF TREE IS SHIPPED WITH A WIRE Z BASKET AROUND THE ROOT BALL CUT THE BASKET IN FOUR PLACE AND FOLD DOWN INTO PLANTING HOLE TO EXPOSE TOP HALF OF ROOT v 4"HIGH MULCH SAUCER FINISHED GRADE V HARDWOOD STAKE OR i7 QPA D LIMITS OF TREE 0o —' PLANTING PIT GUYING O®®W i ® MATERIAL. ® O � X = ROOT BALL HEIGHT ®® 501- Y=ROOT BALL WIDTH 1 PLAN VIEW 02 MULTIPLE TRUNK ORNAMENTAL TREE PLANTING DETAIL SCALE: Y=1'-0' C? C c r- u) ip cu CU Vi CL Q J F- 0 0 J c v �> Z to cu c > (� C J acu W U MAYOR SECRETARY DATE' �6�, Ittt PLANNING AND ZONING COMMISSION Of DATE: 'heck a,eck.d 1W. LH start AS NOTED SHEET OFT sxeetram LANDSCAPE PLAN APPROVAL DOES NOT AUTHORIZE ANY WORK DETAILS IN CONFLICT WITH ANY CODES OR ORDINANCES. Sheet 5 of 7 DEPARTMENT OF DEVELOPMENT SERVICES } a z cu w U] cu CASE NAME: Chesapeake Energy CASE NUMBER: SUOD8-06 LOCATION: 2720 Nath Grapevine Miss Blvd. Lot 1, Block 1 of the Grapevine MAIe Wells Addition MAYOR SECRETARY DATE' �6�, Ittt PLANNING AND ZONING COMMISSION Of DATE: 'heck a,eck.d 1W. LH start AS NOTED SHEET OFT sxeetram LANDSCAPE PLAN APPROVAL DOES NOT AUTHORIZE ANY WORK DETAILS IN CONFLICT WITH ANY CODES OR ORDINANCES. Sheet 5 of 7 DEPARTMENT OF DEVELOPMENT SERVICES i d d' d i / d LINE VOL. 12429, PG. 2207 D. R. T. C. T. SOLAR CONTROLER W/RAf4fREEZE SENSOR 70, <ANOSC4p4c B 50' UTILITY EASEMENT VOL. 12429, PG. 2207 D.R.T.C.T. VE r^, RgEo � ti1I i , CONTRACTOR MUST PROVIDE A BACKFLOW DEVICE PER TCEO AND CITY REQUIREMENTS CASE NAME: Chesapeake Energy CASE NUMBER SUOO" LOCATION: 2720 North Grapevine Mills Blvd. Lot 1, Block 1 of the Grapevine Mills Welis Addition MAYOR SECRETARY DATE, PLANNING AND ZONING COMMISSION N DATE: SHEET6 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK D 25 50 75 100 IN CONFLICT WITH ANY CODES OR ORDINANCES. SCALE:1150' DEPARTMENT OF DEVELOPMENT SERVICES PROJECT V[C1N=MAP (NOT TO SCALE) LEGEND GENERAL IRRIGATION NOTES CALL TEXAS ONE -GALL AT 1-BGtl-'544-09'1'1 FOR INFORMATION CN THE LOGATIQ � ALL UOERGROUD UNLITi6. GONTAOT PRIOR TO DIG, NG. CONTRACTOR 5HALL EE RESPONSE4.E FOR ANY DA4M6E GMf-£D TO THE UTILITIES (80TH OVEWEAD AND INA / wIGH MAY OCGdR DUE TO H15 ACTION OR LACK OF ACTION ON THE PRO.LCT SITE DU2145 LANDSCAPE OR IRRI6ATIOH I1,15TALLATION. CONTRACTOR 54ALL SEEK THE ASSISTANCE OF LOCAL UTILITIES AND THE OWER IN LOCATING THE LML171ES PRIOR TO PERFORMING TRENOWNS OPERATIONS IN ANY AREA. TR:NGXNS OPERATIONS SWA.1. NOT Q'.CLR UNDER THE DRIPLFE OF EXISTING, TREES UNLESS ABSOLUTELY IECE55ARY. IF CONDITIONS DO NOT ALLOW FOR TRENCH YN,5 TO BE DIRECTED ARIXMD DRIPLINE, THE TRENGNRN6 SHALL BE DONE RADIAL YWnI THE EXISTING TRH TRLNK GOMRAOTOR SHALL CARERLLY VERIFY A MINIM,M RESIDUAL WATER PM55LRE OF 6OP51 G426R4 AD ENT TO THE WATER NETER LOCATION. IF THE MINIKH KATER PRE550M 15 LESS THM' 60 PSI, GONTRAOTOR SHALL NOTIFY THE — OF 5UCH AO SHALL RECEIVE OwERS AFPROVAL PRIOR TO 9E61— INSTALLATION OPERATIONS. GENERAL CONTRA,, -TOR Is RES^pt"+IRE Fpt I%TA.LATIcN LF SLEEVES AS SND N ON THE ORAYYN6. EXTEND SLEEVES 2' BEYOND BACK OF OURS AND CAP UNTIL CONTRACTOR Is READY TO EIE61N INSTALLATION OF SYSTEM. STAKE LOCATION OF SLEEVE — T- ST5 AID FL Ka S. GENERAL CONIRAOTOR SHA1 PRO E . WX (`WT P"M To THE GQITROLLER -AT-- A 2' —T FROM THE GUTTRLLLER FOR VALVE .,+ IRRK>/.T CONTRACTOR SHALL NAR m TO }wx THE IRRIGATION pESII5N S DIAGRAMMATIC. THE INTENT OF THE I—ZINGS 5 TO SH014 THE GENERAL LAYCVT NO L061C OF THE SY5TEH. SCALED MEASUREMENTS MAY NOT BE AGGI.RATE ACTUAL LOGATION6 AW OUANTITIES OF PIPE M FITTINGS MAY VARY IXE TO FIELD --US ENTS FOR EXISTRY ANO NEN TREES ANO OTHER OBSTRI.Gn0N5 TO PROVIDE THE PROPER AND INTETOED COVER.KGE. C MTRACTOR SHALL INSLRE THAT THE IRRISATidi MAIN LINE AND VALVES ARE INSTALLED NITHIN THE PROERTY LINES. ANY LINES Si♦D<NN OUTSIDE OF NORMAL INSTALLATION CORRIDORS ARE FOR PRESENTATION P PO5ES ON -Y, .ONTRAGTp SHALL GLO LY FOLLOW -15E CONTRACT �, THE IRRIGATION SPELIFILATIOh , AND THE S°ECIFIED RECOM-ENOATIONS OF THE EQUIPMENT MAN.FACNRERS TO IN5UP.E PROPER INSTALLATION OF THE IRRIGATION SYSTEM. CONTRACTOR SHALL IMMEDIATELY CONSULT KITH THE �R NLE4EV1'R TVERE APPEARS TO BE A LONRIOT BETWEEN ANY OF THE AHQVE MENTIONED DOOSMENTS. LEGEND U HUNTER 1NST-04 STRIP NOZZLES C HUNTER ICV VALVE V STATION NUMBER cu LOc = L �+ W VALVE SIZE r N O o j ......... ....4 ........ ......TI /SCDTT E. HDRNI CKj � 'S w m c to 0- -`0) > � a CLASS 200 PVC PIPE m Toll -- CD it -14-06 © SOLAR CONTROLLER - /- V W/ PAIN AND FREEZE -SEE DETAIL SHEET UL LL J T X ®® Ems Irrigation Plan Sheet 6 of 7 HUNTER 1NST-04 STRIP NOZZLES HUNTER ICV VALVE V STATION NUMBER _� sI VALVE SIZE "r/ r�i 2e GALLONS PER MINUTE ......... ....4 ........ ......TI /SCDTT E. HDRNI CKj Il �•.. 6696 SCH0.40 SLEEVE -SEE PLAN FOR SIZE CLASS 200 PVC PIPE Toll -- 2' SCHD. 40 MAINLINE it -14-06 © SOLAR CONTROLLER - W/ PAIN AND FREEZE -SEE DETAIL SHEET NO.: 24521 ® 1 1/2' 1RRIGATION METER NeMGd' 1/12/200a (NOT SHOWN -BY CONTRACTOR) DfWNvf16 H1 1/2' DOUBLE CHECK DETECTOR Ch -W By: (NOT SHOWN- BY CONTRACTOR) SCOW: AS NOTED A HUNTER WICK COUPLER 3/4' SheetTft Irrigation Plan Sheet 6 of 7 THE SEAL APPEAWNG ON THIS DOCUMENT WAS AUTHORIZED SY TRA A,JENSEIIW P _ ON 0111212M. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER 15 AN OFFENSE UNDER THE TERAS ENGINEERING PRACTICE ACT. THE RECORD COPY OF THIS DRAWM 15 ON FILE AT THE OFFICES OF HALFF, 1201 N. BOWSER ROAD, RICHARDSON, TX 75081 U 0 C Cb Z o O � N C m O � Rf oONEmommom IS Qi Mn� = rn ca m 6- U C Cb C � Rf n' IS Qi Mn� = rn ca m 6- CO 0 ¢ c U > a m (� o CL (7 o C. d Cu in i U 6 Chesapeake Designer TJ/MC Date Jan 12 2069 Scale As Noted Drawing No. 70F7