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HomeMy WebLinkAboutSU2008-05SLAB % - 0 Z_ GW. VINEE T I A S CITY OF GRAPEVINE VIP SPECIAL USE APPLICATION Form "A" -RT -APPLICANT FA 1. INFORMATION Name of applicant lagentYcompanyloontact Martin J. Johnson Street address otapplfcantl 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 Appllcen£s Interest In subject property: Drilling and Production of Natural Gas PART 2. PROPERTY INFORMATION Street address of subject property 3?qO PU Legal description of subject property (motes & bounds must be described on 8112°x 1 I'sheal) Lot Block Addition Tract 2 of the Catherine Clanton Survey, A-354 Size of subject prope ty 24� &, Q Acres Square footage Present zoning classIlIcation: Proposed use of the property., Drilling and Production of Natural Gas Minimum Imax1roum district size for special use request. -Zoning ordinance provision requiring a special use: PART 3. PROPERTY OWNER INFORMATION Name of current property owner. Curnes Partners LP Street address of property owner. 1601 Elm Street, Suite 1500 CitylState lZip Coda ofproperiyowner Dallas, Texas 75201-4724 Telephone number of propertyV, ;2 � 1*'(-,) gr otproperty owner - f 2 Nov 3 2008 PuRNNING U Submit a letter describing the proposed special use and nota the request on the site plan document U In the same letter, describe or show on the silo plan, and specfal requirements or conditions imposed upon the particular special use by applicable district regulations (example. buffer yards, distance between users) U In the some 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, E3 Application of site plan approval (Section 47, see attached Form B�, U The site Plan submission shall meet the requirements of Section 47 Site Plan Requirements. U 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. U All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings maybe continued to the next public hearing. Public hearings will not be tabled. U Any changes to a site plan (no matter how minor or major) approved with a conditional use or special use permit can only be approved by city council through the public hearing process. U I have read and understand all the requirements as set forth by the application for conditional use or special use permit and acknowledge that all requirements of this applIcation have been met at the time ofsubmittal. 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: _ A cant' nature. J The State Of County Of Before Me-AUAYAM161on this day personally appeared (notary)—ffi�(appilcant) 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 ilia same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of a A.D. PGs LAURA E BINKLEY NotaryPubliG Aotar�AA STATE Chi= TEXAS My Comm. Exp, Jun 04, 2011 O Y Z, IZ/7, S 411-n- W ;V Curnes Partners, LP I f�A A�- V Print Property Owners Name: Prolakylownees Signature. --� Tom Curnes a The State Of_ FE111i County Of on this day personally appeared R iLR.�3 (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 for the purposes and consideration therein expressed (Seal) Given undermy hand and seat of office this day of�� CN ��-L \iia cs � �`;` Notary lrr nd For State Of Texas "®• '� LINDA S. GATHRIGHT .�.,P• ``fit •I %`� MY COMMISSION EXPIRES • ove4 January 24, 2009 3 2008 4 NOV 32008 P1JqNN1N(3 X T 9 A 81 CITY IV, SITE PEVINE PLAN APPLICATION Form "B" PART 1. APPLICANT INFORMATION Name of applIcantlagent. Martin J. Johnson Street address of applicant /agent: 100 Energy Way CltylState lZip Code of applicant lagent. Fort Worth, Texas 76102 Telephone number of applicant I agent: Fax number of appitcar tlegenl: 817-502-5621 817-870-0170 11 Emall address of applicant lagent Mobile phone number of spleficantl agent Applicant's Interest In subject property. Drilling and Production of Natural Gas PART 2. PROPERTY INFORMATION 37 40 Legal oascdption of subject property (mates & bounds must be described on 8112° x 11'sheet) Lot Block Addition Tract 2 of the Catherine Clanton Survey, A-354 Size of subject property &.'7a Acres -Tresent —zontng classificallon: Proposed use of the property. - Drilling and Production of Natural Gas Give a general description of the proposed use or uses for the proposed development. - Zoning ordinance provision requiring a spacial use: PART 3. PROPERTY OWNER INFORMATION Name of current property owner, Curnes Partners LP Street address of property owner. 1601 Elm Street, Suite 1500 CltylStatslZip Code of property -owner. Dallas, Texas 75201-4724 — 91q - 10-7 4 NOV 32008 P1JqNN1N(3 a Attache final plat, or replet, of the approved subdivision by city council showing property boundary lines, dimensions, easements, roadways, tall lines, and public rights -of way crossing and adjacent to the tract ( I blueline copy) Cl If a master development plan is required, attach a statement showing the proposed use substantially conforms to the master development plan. a Submit a site plan showing all information required by Section 47.E, Site Pian review requirements (see attached requirements). n Provide all required information demonstrating compliance with off conditions Imposed on any conditional use, site plan zoning, or special use zoning, o Ali site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use ora special use, can only be approved Py pity council throe h the eubfic hearin crocess. PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PL Martin J. Johnson Print Applicant's Name: Applic is Slg ure: The State Of County Of_ af rou_ Before Me ILM k4wtu on this day personally appeared (notary) i (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 tie executed the same for the purposes and consideration therein expressed. (Seat) Given under my hand end seal of office this day of A.D. ......a..... .....,..,.,,,� o�ARY PU,J LAURA E" BiNKLE*Y Notary STATS OFTEJ�TEX AS axas Notary In And For JtW.Of �4 �r p w a'tsss sxsiatiiti''2 6kFivya'}sawHTia RiNkki \„L, a°4 � 8 4 6 "0 "" 4.�e ,q Fn' -n Curnes Partners LP Print Property Owners Name Property wner's Signature The State Of Y.A Tom Curnes County of y L.N..k%J ` pe Before Me 1 r zfL S - � �t °t, c ' i AVX on this day personalty eppeared (notary) 3 (property owner) known to me (or proved to me on the oath of card or other document] to be the person whose name is subscribed to the foregoing Instrument and acknowledged to me that he executed the same forthe purposes and consideration therein expressed (.Seal) Given undermy hand and seal of ofllce this day of _ t Ce'V s? A.D. �N.fAnd For Pato Of Texas 5 NO V 3 2008 .pp4"�°` ' LINDA S. GATHRIGHT MY COMMISSION EkPIRSS .44. �� 24.20() 2009 5 NO V 3 2008 SUIDR-05 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 maybe 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. 1 have read and understand conditional use or special application have been Signature of Applicant all of the requirements as set forth by the application for use permit and acknowledge that all requirements of this Signature of Owner Date; olze''s 0 Nov0 ILLUMINATION PLAN An Illumination plan to include a site photometric (including Illuminated signs) and all fixture details shall be submitted as part of the site plan review process. Applications will not be accepted without this requirement I hereby acknowledge that an Illumination plan has been included as a part of this submittal. Applicant Signature Date: W bc— Property Owner Signature — Date: PIJ9NNING g-_ PLATTING VERIFICATION This verification statement must be signed prior To the submittal of this special use application It has been determined that the property described below does require platting or replatting and the applicant has been instructed on this procedure. It has been determined that the property described below is currently platted or does not require platting or replatting at this time. Address of subject property 3462 Euless Grapevine Road Legal description of subject property Tract 2 of the Catherine Clanton Survey, A-354 Public Works Department EM This form must be signed by the public works department and submitted along with a completed application to the planning and zoning department Nov J 2008 P1.19MV, 'C 8 It Ll1aft, 876 TR2 M029AC TR 2A 60268 AC TR 3F 1�7101s� lzsasz� .meg ¢g'..'. OVL 2R2 a PID r ss so Ps IDstioe o s� ss yes 0 R 2E GU V03 TR 2620 2W@ R-7.5 CITY PARK R!7.5 TR 2620 TR2 32 4 CRY PARK 2.00 7805AC 31 33 30 32 1 31 29 27 0 1 inch equals 400 feet TR2 - - - - - - - 30.029AC . . • . . . . LM TR 2A 60.288AG TR 2A 60.079AC ®- �t tie R-7.5 �13766AC FtiT FR F P �<�ss O C A �9A PCD AC F fl y p NJ ! x Exhibit A PROPERTY OF CURNES PARTNERS, L.P. Page 1 of 2 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 October 27, 2008 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 24' WIDE ACCESS ROAD BEING 0.19 acres of land, more or less, situated in the Catharine Clanton Survey, Abstract Number 354, in the City of Grapevine, Tarrant County, Texas, and being a part of that certain 90.44 acre tract of land as described in deed to Curnes Partners, L.P., as recorded in Volume 13631, Page 181, 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 100D nail (controlling monument-NAD83 Grid northing 7,013,715.22 and easting 2,401,027.89) in the easterly line of Lot 1, Block 2, HCB Addition, an addition to the City of Grapevine as recorded in Volume 388-158, Page 19, of the Plat Records, Tarrant County, Texas (P.R.T.C.T.) and being the southwesterly corner of Lot 3R, Block 2, Westpoint Business Park, an addition to the city of Grapevine as recorded in Cabinet A, Slide 11484, of said Plat Records and being the northwesterly corner of said Curnes Partners tract, from said commencing point a found five -eights inch steel rebar (controlling monument) bears S 03° 08' 38" W, a distance of 556.90 feet ; THENCE, N 890 52' 48" E, along the northerly line of said Curnes Partners tract, a distance of 2,539.47 feet to a found five-eighths inch steel rebar (controlling monument) in the southerly line of Lot 1, Block 2, Westpoint Business Park, an addition to the City of Grapevine as recorded in Cabinet A, Slide 627 of said Plat Records and being in the westerly line of Euless -Grapevine Road (variable width right of way) as described in deed to City of Grapevine as recorded in Instrument No. D206023957 of said Deed Records; THENCE, S 000 32' 23" E, along the westerly of said Euless -Grapevine Road, a - distance of 879.11 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for the POINT OF BEGINNING (NAD83 Grid northing 7,012,841.60 and easting 2,403,575.26); THENCE, S 000 32' 23" E, continuing along the westerly line of said Euless -Grapevine Road, a distance of 24.20 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for the beginning of a tangent curve to the right; 2. THENCE, Northwestwardly, along said curve to the right with a central angle of 96° 32' 08", a radius of 82.00 feet and an arc length of 138.16 feet, the chord bears N 48° 28' 52" W, a distance of 122.39 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for the end of said curve; S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-south_road.doc 10/27/08 PROPERTY OF CURNES PARTNERS, L.P. Page 2 of 2 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 October 27, 2008 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 24' WIDE ACCESS ROAD 3. THENCE, N 000 12'48" W, a distance of 230.55 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for corner; 4. THENCE, N 890 47' 12" E, a distance of 24.00 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for corner; 5. THENCE, S 000 12' 48" E, a distance of 230.55 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for the beginning of a tangent curve to the left; 6. THENCE, Southeastward ly, along said curve to the left with a central angle of 990 07' 20", a radius of 58.00 feet and an arc length of 100.34 feet, the chord bears S 490 46' 28" E, a distance of 88.29 feet to the POINT OF BEGINNING and containing 8,395 square feet or 0.19 acres of land, more or less. Basis of Bearing is the DFW Airport Surface 88 coordinate system (DFW88). A site plan of even survey date accompanies this property description. I hereby certify that this property description and accompanying site plan accurately depict the location of the subject tract as surveyed on the ground under my supervision during the month of September and October, 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 S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-south_road.doc 10/27/08 CURNES PARTNERS, L.P. Page 1 of 2 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 October 27, 2008 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION WELL SITE BEING 3.09 acres of land, more or less, situated in the Catharine Clanton Survey, Abstract Number 354, in the City of Grapevine, Tarrant County, Texas, and being a part of that certain 90.44 acre tract of land as described in deed to Curnes Partners, L.P., as recorded in Volume 13631, Page 181, 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 100D nail (controlling monument-NAD83 Grid northing 7,013,715.22 and easting 2,401,027.89) in the easterly line of Lot 1, Block 2, HCB Addition, an addition to the City of Grapevine as recorded in Volume 388-158, Page 19, of the Plat Records, Tarrant County, Texas (P.R.T.C.T.) and being the southwesterly corner of Lot 3R, Block 2, Westpoint Business Park, an addition to the city of Grapevine as recorded in Cabinet A, Slide 11484, of said Plat Records and being the northwesterly corner of said Curnes Partners tract, from said commencing point a found five -eights inch steel rebar (controlling monument) bears S 03° 08' 38" W, a distance of 556.90 feet ; THENCE, N 890 52' 48" E, along the northerly line of said Curnes Partners tract, a distance of 2,539.47 feet to a found five-eighths inch steel rebar (controlling monument) in the southerly line of Lot 1, Block 2, Westpoint Business Park, an addition to the City of Grapevine as recorded in Cabinet A, Slide 627 of said Plat Records and being in the westerly line of Euless -Grapevine Road (variable width right of way) as described in deed to City of Grapevine as recorded in Instrument No. D206023957 of said Deed Records; THENCE, S 00° 32' 23" E, along the westerly line of said Euless -Grapevine Road, a distance of 201.28 feet to a point for corner; THENCE, S 89° 47' 12" W, departing the westerly line of said Euless -Grapevine Road, a distance of 25.33 feet to a set T -post for the POINT OF BEGINNING (NAD83 Grid northing 7,013,519.20 and easting 2,403,543.54); THENCE, S 000 12' 48" E, a distance of 390.00 feet to a set T -post for corner; 2. THENCE, S 89° 47' 12" W, a distance of 345.00 feet to a set T -post (NAD83 Grid northing 7,013,127.92 and easting 2,403,200.00) for corner; 3. THENCE, N 00° 12'48" W, a distance of 390.00 feet to a set T -post for corner; S:\Chesapeake\208002_DFW88-ACSTONE\Desc\acstone-south_pad.doc 10/27/08 PROPERTY OF CURNES PARTNERS, L.P. Page 2 of 2 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 October 27, 2008 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION 24' WIDE ACCESS ROAD 3. THENCE, N 000 12'48" W, a distance of 230.55 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for corner; 4. THENCE, N 890 47' 12" E, a distance of 24.00 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for corner; 5. THENCE, S 000 12' 48" E, a distance of 230.55 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for the beginning of a tangent curve to the left; 6. THENCE, Southeastward ly, along said curve to the left with a central angle of 990 07' 20", a radius of 58.00 feet and an arc length of 100.34 feet, the chord bears S 490 46' 28" E, a distance of 88.29 feet to the POINT OF BEGINNING and containing 8,395 square feet or 0.19 acres of land, more or less. Basis of Bearing is the DFW Airport Surface 88 coordinate system (DFW88). A site plan of even survey date accompanies this property description. hereby certify that this property description and accompanying site plan accurately depict the location of the subject tract as surveyed on the ground under my supervision during the month of September and October, 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\208002_DFW88-ACSTONE\Desc\acstone-south_road.doc 10/27/08 PROPERTY OF CURNES PARTNERS, L.P. Page 1 of 2 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 October 29, 2008 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION FRAC POND BEING 3.44 acres of land, more or less, situated in the Catharine Clanton Survey, Abstract Number 354, in the City of Grapevine, Tarrant County, Texas, and being a part of that certain 90.44 acre tract of land as described in deed to Curries Partners, L.P., as recorded in Volume 13631, Page 181, 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 100D nail (controlling monument-NAD83 Grid northing 7,013,715.22 and easting 2,401,027.89) in the easterly line of Lot 1, Block 2, HCB Addition, an addition to the City of Grapevine as recorded in Volume 388-158, Page 19, of the Plat Records, Tarrant County, Texas (P.R.T.C.T.) and being the southwesterly corner of Lot 3R, Block 2, Westport Business Park, an addition to the city of Grapevine as recorded in Cabinet A, Slide 11484, of said Plat Records and being the northwesterly corner of said Curnes Partners tract, from said commencing point a found five -eights inch steel rebar (controlling monument) bears S 03° 08' 38" W, a distance of 556.90 feet; THENCE, N 890 52' 48" E, along the northerly line of said Curnes Partners tract, a distance of 2,539.47 feet to a found five-eighths inch steel rebar (controlling monument) in the southerly line of Lot 1, Block 2, Westport Business Park, an addition to the City of Grapevine as recorded in Cabinet A, Slide 627 of said Plat Records and being in the westerly line of Euless -Grapevine Road (variable width right of way) as described in deed to City of Grapevine as recorded in Instrument No. D206023957 of said Deed Records; THENCE, S 000 32' 23" E, along the westerly of said Euless -Grapevine Road, a distance of 903.31 feet to a set one-half inch steel rebar with yellow cap marked "AZB" for the POINT OF BEGINNING (NAD83 Grid northing 7,012,817.21 and easting 2,403,574.24); THENCE, S 00° 32' 23" E, continuing along the westerly line of said Euless -Grapevine Road, a distance of 220.11 feet to a set wood stake; 2. THENCE, S 89° 47' 42" W, departing the westerly line of said Euless - Grapevine Road, a distance of 88.28 feet to a set wood stake; 3. THENCE, S 32° 20'59" W, a distance of 125.85 feet to a set wood stake; 4. THENCE, S 89° 47' 12" W, a distance of 54.53 feet to a set wood stake; 5. THENCE, N 550 59'27" W, a distance of 199.59 feet to a set wood stake; CADocuments and Settings\lchamberlain\My Documents\AC Stone 1 H, 2H, 3H - Exhibit A.doc 10/29/08 PROPERTY OF CURNES PARTNERS, L.P. Page 2 of 2 CATHARINE CLANTON SURVEY, ABSTRACT NO. 354 October 29, 2008 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS FIELD NOTE DESCRIPTION FRAC POND 6. THENCE, N 000 12'48" W, a distance of 138.16 feet to a set wood stake; 7. THENCE, N 310 50'44" E, a distance of 280.18 feet to a set wood stake; 8. THENCE, N 000 12'48" W, a distance of 150.31 feet to a set wood stake; 9. THENCE, N 890 47' 12" E, a distance of 134.28 feet to a set one-half inch steel rebar with yellow plastic cap marked AZB for corner; 10. THENCE, S 00° 12'48" E, a distance of 230.55 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; 11.THENCE, Southeastwardly, along said curve to the left with a central angle of 960 32' 08", a radius of 82.00 feet and an arc length of 138.16 feet, the chord bears S 480 28' 52" E, a distance of 122.39 feet to the POINT OF BEGINNING and containing 149,829 square feet or 3.44 acres of land, more or less. Basis of Bearing is the DFW Airport Surface 88 coordinate system (DFW88). A site plan of even survey date accompanies this property description. hereby certify that this property description and accompanying site plan accurately depict the location of the subject tract as surveyed on the ground under my supervision during the month of October, 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 CADocuments and Settings\lchamberlain\My Documents\AC Stone 1 H, 2H, 3H - Exhibit A.doc 10/29/08 November 26, 2008 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, November 30, 2008, in the Northeast Edition of the Neighborhood Extra Section of the Fort Worth Star Telegram. (One time only) Item Meeting Date Notice of Public Hearing CU08-33 — Marshall Grain Company December 16, 2008 Notice of Public Hearing SU08-05 — Chesapeake Energy December 16, 2008 As always, your assistance is greatly appreciated. If you have any questions please contact me at (817) 410-3155. mi�� Triplett,Albert L Planner 11 DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine - P.O. Box 951041 Grapevine, Texas 76099 - (817) 410-3154 Fax (817) 410-3018 - www.grapevinetexas.gov CITY OF GRAPEVINE, TEXAS On Tuesday evening, December 16, 2008 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: CU08-33 — MARSHALL GRAIN COMPANY - submitted by Marshall Grain Company for property located 3535 William D Tate Avenue and platted as Lot 1, Block F, Bear Run Addition. The applicant is requesting a conditional use permit to allow outdoor storage in conjunction with a garden and pet supply company and a 20 foot pole sign. The property is zoned "CC" Community Commercial and is owned by Grapevine Nursery. SU08-05 — CHESAPEAKE ENERGY - submitted by Chesapeake Operating, Inc. for property located at 3740 Euless -Grapevine Road and proposed to be platted as Lot 1, Block 1, A C Stone Addition. The applicant is requesting a special use permit to allow gas well drilling and production in a nonresidential district. The property is zoned "PID" Planned Industrial Development and is owned by Curnes Partners, LP. 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. 2 HP OfficeJet K Series K80 Personal Printer/Fax/Copier/Scanner Last Transaction Date Time Twe Identification Log for DEVELOPMENT SERVICES 8174103018 Nov 26 2008 9:34am Duration Pa es Result Nov 26 9:33am Fax Sent 98173907520 0:45 2 OK HP OfficeJet K Series K80 Personal Printer/Fax/Copier/Scanner Last Transaction Date Time Twe Identification Log for DEVELOPMENT SERVICES 8174103018 Nov 26 2008 9:34am Duration Paes Re ult Nov 26 9:33am Fax Sent 98173907520 0:45 2 OK CITY 01 580 I 86 86 LINE $3.43 $294.98 od �P b os Misc Fe � � ��� � �� � a��. $10.00 0 1n ne ' �o r+[iPeWs. Net Amount: $304.98 THE STATE OF TEXAS County of Tarrant Before me, a Notary Public in Telegram, published by the S attached clipping of an advert (817)390-7501 SUBSCRIBED AND SWORN o� = oHOLLAND My Cimeln Expires 2012 July 31 d State, this day personally appeared Deborah Baylor, Bid and Legal Coordinator for the Star- irt Worth, in Tarrant County, Texas; and who, after being duly sworn, did depose and say that the in the alive named paper on the listed dates: BIDS & LEGAL DEPT. STAR TELEGRAM Tuesday, I% cemohr)Z, 2008. Thank You For Your Payment --------------------------------------------- Remit ______—___________ _._._._,_._......._.___..__..__w......._.__._.._______ Remit To: Star -Telegram P.O. BOX 901051 FORT WORTH, TX 76101-2051 Customer ID: Customer Name: Invoice Number: Invoice Amount: PO Number: Amount Enclosed: CIT25 CITY OF GRAPEVINE SECR 301702231 $304.98 INVOICE 10, u Star -Telegram Customer ID: CIT25 400 W. 7TH STREET Invoice Number: 301702231 FORT WORTH, TX 76102 (817) 390-7761 Invoice Date: 11/30/2008 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 11/30/2008 Bill To: PO Number: CITY OF GRAPEVINE SECRETARY PO BOX 95104 Order Number: 30170223 GRAPEVINE, TX 76099-9704 Sales Rep: 073 Description: CITY OF GRAPEVI Attn EVELYN . HIGHTOWER Publication Date: 11/30/2008 CITY 01 580 I 86 86 LINE $3.43 $294.98 od �P b os Misc Fe � � ��� � �� � a��. $10.00 0 1n ne ' �o r+[iPeWs. Net Amount: $304.98 THE STATE OF TEXAS County of Tarrant Before me, a Notary Public in Telegram, published by the S attached clipping of an advert (817)390-7501 SUBSCRIBED AND SWORN o� = oHOLLAND My Cimeln Expires 2012 July 31 d State, this day personally appeared Deborah Baylor, Bid and Legal Coordinator for the Star- irt Worth, in Tarrant County, Texas; and who, after being duly sworn, did depose and say that the in the alive named paper on the listed dates: BIDS & LEGAL DEPT. STAR TELEGRAM Tuesday, I% cemohr)Z, 2008. Thank You For Your Payment --------------------------------------------- Remit ______—___________ _._._._,_._......._.___..__..__w......._.__._.._______ Remit To: Star -Telegram P.O. BOX 901051 FORT WORTH, TX 76101-2051 Customer ID: Customer Name: Invoice Number: Invoice Amount: PO Number: Amount Enclosed: CIT25 CITY OF GRAPEVINE SECR 301702231 $304.98 Development Service Department Public Hearing Property Owner Research Applicant: Chesapeake Energy Case No.: SU08-05 Address/Legal Description: 3740 Euless Grapevine Rd Legal Description Situs Address Tax Roll Name/Address Clary, Eliza C Survey 1 Dfw Airport Fort Worth, City Of (Airport) A 323 Tr 1 1000 Throckmorton St Abst 323 Trs 1 1A 2 & 3 Fort Worth Tx 76102 Clary, Eliza C Survey 1 Dfw Airport Fort Worth, City Of (Airport) A 323 Tr 1 1000 Throckmorton St Abst 323 Trs 1 1A 2 & 3 Fort Worth Tx 76102 Clanton, Catherine Survey 3642 Euless -Grapevine Rd Curnes Partners Lp A 354 Tr 2 1601 Elm St Ste 1500 Less Ag Dallas Tx 75201 Clanton, Catherine Survey 3642 Euless -Grapevine Rd Curnes Partners, Lp A 354 Tr 2 1601 Elm St Ste 1500 Abst 354 Tr 2 Hs Dallas Tx 75201 Clanton, Catherine Survey 3642 Euless -Grapevine Rd Curnes Partners, Lp A 354 Tr 2 Less Hs 1601 Elm St Ste 1500 Dallas Tx 75201 Clanton, Catherine Survey 3642 Euless -Grapevine Rd Curnes Partners Lp A 354 Tr 2 1601 Elm St Ste 1500 Less Ag Dallas Tx 75201 Clanton, Catherine Survey 3642 Euless -Grapevine Rd Curnes Partners, Lp A 354 Tr 2 Less Hs 1601 Elm St Ste 1500 Dallas Tx 75201 Clanton, Catherine Survey 3642 Euless -Grapevine Rd Curnes Partners, Lp A 354 Tr 2 1601 Elm St Ste 1500 Abst 354 Tr 2 Hs Dallas Tx 75201 Clanton, Catherine Survey 3642 Euless -Grapevine Rd Curnes Partners, Lp A 354 Tr 2A 1601 Elm St Ste 1500 Dallas Tx 75201 Preliminary Plat <null> CURNES PARTNERS, LP Catharine Clanton Survey 1601 ELM ST STE 2364 Abstract 354 DALLAS, TX 75201 CITY OF DALLAS (AIRPORT) 1500 MARILLA STREET DALLAS, TX 75201 DFW INTERNATIONAL AIRPORT ATTN: CHRISTINA WOOD PO BOX 619428 DFW AIRPORT, TX 75261-9428 0:\ZCU\F0RMS\ZCU.31 a.doc 1 I',' V/ V, 0 I/ A v1 Development Service Department Public Hearing Property Owner Research Applicant: Chesapeake Energy Case No.: SU08-05 Address/Legal Description: 3740 Euless Grapevine Rd Proof of Notice in the City of Grapevine, Texas Case No. SU08-05 Planning and Zoning Commission 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 SU08-05 on this the 5th day of December 2008. (D) — Duplicate (,/) — Indicates notice addressed and stamped. Executed this the 5th day of December 2008. City of Grapevine PI r 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 acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) given under my hand and seal of office this 5th day of December 2008. Notary in and for State of Texas 0:\ZCU\F0RMS\ZCU.31 a.doc 2 ✓�j� TR 3A \V� BOAC AO 'QT A� 2 TR SF 155 Y, Voll pg s o� y 6,jz L TR 2 30029AC TR 2A 60266AC ss X s ss ssy�so iso syr y11so tib so se iR 2E Vv 1 inch equals 400 feet TR 2.A 60.079AG TR 1F 13 766 AC TR 2 160.0 AC SU08-05 Chesapeake Energy TR 1A 400 AC Fort Worth, City Of (Airport) 1000 Throckmorton St Fort Worth Tx 76102 Fort Worth, City Of (Airport) 1000 Throckmorton St Fort Worth Tx 76102 CURNES PARTNERS, LP 1601 ELM ST STE 2364 DALLAS, TX 75201 CITY OF DALLAS (AIRPORT) 1500 MARILLA STREET DALLAS, TX 75201 DFW INTERNATIONAL AIRPORT ATTN: CHRISTINA WOOD PO BOX 619428 DFW AIRPORT, TX 75261-9428 SU08-05 CHESAPEAKE ENERGY File #: SU08-05 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 314 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 3740 Euless Grapevine Road and proposed to be platted as Lot 1, Block 1, A C Stone Addition. The applicant is requesting a special use permit to allow gas well drilling and production in a nonresidential district. The property is zoned "PID" Planned Industrial Development and is owned by Curnes Partners LP. A copy of the site plan is on file with the Department of Development Services. Hearing Procedure: When: 7:30 PM, TUESDAY, DECEMBER 16, 2008 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. File #: SU08-05 CHESAPEAKE ENERGY WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN 5 PM ON MONDAY, DECEMBER 15, 2008 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 -301 -8 - Direct questions and mail responses to: Planning Secretary Department of Development Services City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 ITEM# �-ss,z .3 TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE: DECEMBER 16, 2008 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF SPECIAL USE APPLICATION SU08-05 I ----I t — Grapevine dope lake 5 APPLICANT: Chesapeake Operating, Inc. I I A' I. H. 1635 a Northwest I \ PROPERTY LOCATION AND SIZE: 5> The subject property is located at 3740 Euless - Grapevine Road and is proposed to be platted as Lot Hall -Johnson s ° D� I 1, Block 1, A.C. Stone Addition. The addition 1 ?' Airport 8a. I contains approximately 3.09 acres and has 24 feet of ILJ_ 0 _ j frontage along Euless -Grapevine Road. REQUESTED SPECIAL USE AND COMMENTS: The applicant is requesting a special use permit to allow for gas well drilling and production in a nonresidential zoning district. The applicant proposed to potentially drill three wells on the subject site. All setbacks from structures are being met; however, Chapter 12 of the Code of Ordinances requires a minimum setback of 500 feet from any recorded lease line or property line. Chesapeake owns and controls the mineral rights on D/FW Airport property to the east of the subject site which is 240 feet due east from the nearest well. With this request Chesapeake is asking to vary 260 feet from the 500 foot setback requirement. Also, the northernmost proposed bore site is 402 feet from the northern property line; the applicant is asking to vary the 500 foot setback requirement by 98 feet. The site is screened from the east along Euless -Grapevine Road by trees that will remain undisturbed. 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 edge of the drill site within potential view of 0:2CUM08-05.4 1 December 10, 2008 (10:44AM) the warehouse/freight-forwarding operation adjacent to the north. All landscaping will be maintained by an in -ground irrigation system. PRESENT ZONING AND USE: The property is currently zoned "PID" Planned Industrial Development District and is vacant. Several small non -conforming structures still remain on site. HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding property was zoned "CC" Community Commercial District prior to the 1984 City Rezoning. Once a portion of the A.C. Stone tract, the property was a part of the City of Grapevine's Extraterritorial Jurisdiction (ETJ). When the property was re - annexed in November of 1993, it received the zoning designation "R-20" Single Family District—the standard zoning designation given to all tracts immediately after annexation. At the November 19, 1996 joint public hearing, Council approved Z96-22 (Ord. 96-91) which essentially rezoned the subject and surrounding area from "R-20" Single Family District to "LI" Light Industrial District. The property to the south was zoned "R-7.5" Single Family District after the 1984 City Rezoning. To the north of the subject site Council approved a conditional use permit (CU99-66) for the possession, storage, retail sale, and off -premise consumption of alcoholic beverages (beer and wine only) and prepared food delivery in conjunction with an internet-sales-only grocery warehouse (Web Van). Slight modifications (C000-06) to the site plan for Web Van were subsequently considered and approved by Council at the February 15, 2001 meeting. The Web Van site was subject to two additional modifications approved by the Site Plan Review Committee (C000-35 approved June 21, 2000 and C000-48 approved August 16, 2000) which involved minor site and landscaping modifications. The Web Van project never materialized and the site is now home to the headquarters and distribution facility for Game Stop. Also to the north of the subject site is a two building warehouse complex that received a conditional use permit (CU01-69) in January 2002 to allow for freight -forwarding. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "LI" Light Industrial District—Westport Business Park; freight - forwarding SOUTH: "R-7.5" Single Family District—vacant property EAST: D/FW International Airport WEST: "PID" Planned Industrial Development District—nonconforming residence 0:VZCU\SU08-05A 2 December 9, 2008 (8:27AM) 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. MASTER PLAN APPLICATION: The Master Plan designates the subject property as Industrial/Commercial. The applicant's proposal is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates Euless -Grapevine Road as a Type D Arterial with a minimum 75 -foot right-of-way developed as four lanes. /rs 0:2CUM08-05.4 3 December 9, 2008 (8:27AM) 1 inch = 300 feet 0 1: 1 Chesapeake Energy T—E4X A"rS December 29, 2008 Martin Johnson Chesapeake Energy 100 Energy Way Fort Worth, TX 76102 RE: GRAPEVINE FILE #SU08-05 Dear Mr. Johnson, This letter is to verify that your request for a special use permit to allow gas well drilling and production in a nonresidential zoning district on property located at 3740 Euless Grapevine Road and platted as Lot 1, Block 1, A C Stone Addition was approved by the City Council on December 16, 2008 with condition that within 90 days of completion of fracing the first well, the masonry wall and landscaping shall be completed. Landscaping shall also be added to the east side of the drilling site with wax myrtles placed 10 feet apart on center and one three inch caliber canopy tree from the approved tree list every 50 lineal feet. A copy of Ordinance 2008-76 and a copy of the approved site plan are enclosed. On December 16, 2008, the Planning and Zoning Commission recommended the City Council approve the request. Any changes to a site plan approved with a conditional use or a special use (no matter how minor or major) can only be approved by city council through the public hearing process. No Special Use Permit shall be valid for a period longer than one (1) year from the date on which the City Council grants the Special Use, unless within such one (1) year period: (1) a Building Permit is obtained and the erection or alteration of a structure is started, or (2) an Occupancy Permit is obtained and a use commenced. Please do not hesitate to contact us if we may be of further assistance (817)410-3155 Sincerely, Susan Batte Planning Technician Enclosure DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine - P.O. Box 95104 - Grapevine, Texas 76099 - (817) 410-3154 Fax (817) 410-3018 - www.grapevinetexas.gov March 24, 2010 Dusty Anderson Chesapeake Energy 100 Energy Way Fort Worth, TX 76102 RE: GRAPEVINE FILE SU08-05 Dear Mr. Anderson: This is to verify that special use permit SU08-05 (Ord. 08-76) allow gas well drilling and production in a nonresidential zoning district on property located at 3740 Euless - Grapevine Road and platted as Lot 1, Block 1, A. C. Stone Addition on December 16, 2008 was approved for a one year extension by City Council to expire on December 16, 2010 with the condition that within 60 days of completion of the drilling of the first well, the masonry wall and landscaping all around the entire site shall be completed. Any changes to a site plan approved with a conditional use or a special use (no matter how minor or major) can only be approved by city council through the public hearing process. No Special Use Permit shall be valid for a period longer than one (1) year from the date on which the City Council grants the Special Use, unless within such one (1) year period: (1) a Building Permit is obtained and the erection or alteration of a structure is started, or (2) an Occupancy Permit is obtained and a use commenced. Sincerely Susan Batte Planning Technician DEVELOPMENT SERVICES DEPARTMENT '1he City of Grapevine • P.O. Box 95104 • Grapevine, Texas 76099 • (817) 410-3154 Fax (817) 410-3018 0 www.grapevinetexas.gov ITEM # TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTO J�Jj MEETING DATE: FEBRUARY 16, 2010 SUBJECT: EXTENSION OF SPECIAL USE SU08-05 CHESAPEAKE ENERGY Staff has received a request from Chesapeake Energy requesting a one-year extension to their previously approved Special Use Permit SU08-05 to allow for gas well drilling and production in a nonresidential zoning district to expire on December 16, 2010. Special Use Request SU08-05 was originally considered and approved at the December 16, 2008 joint public hearing. The site is located at 3740 Euless -Grapevine Road and is platted as Lot 1, Block 1, A.C. Stone Addition. January 18, 2010 VIA ELECTRONIC MAIL Mr. Ron Stombaugh City of Grapevine 1200 S. Main Street Grapevine, Texas 76051 Dusty Anderson. P.E. Manager — Field Permitting Re: Zoning Case SU08-05, AC Stone South Special Use Permit Extension Request Mr. Stombaugh: Chesapeake Operating, Inc. respectfully requests that zoning case SU08-05 be extended an additional year from its' December 16, 2009 expiry. We are currently scheduled to drill on this location, and are working with the City of Grapevine to address all outstanding comments that pertain to the issuance of our drilling permits. If there is anything else you need to facilitate this request, please let me know. Sincerely, /4-- zule,— Dusty Anderson, P.E. Chesapeake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Direct: 817.502.5656 • Fax 817.945.5202 • dusty.anderson@chk.com chk.com November 3, 2008 City of Grapevine Development Services Planning Division 1200 S. Main Street Grapevine, TX 76051 Attn: Mr. Ron Stombaugh Re: AC Stone 1 H -3H Drillsite Dear Mr. Stombaugh: SU _51S 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 the "Oil and Gas well Drilling Regulations" with the exception of one setback not being the required 500' from any lease line indicated on the Texas Railroad Commission form W-1. The closest well is 240' to the East lease line. The Eastern edge of the property is the DFW Airport which Chesapeake owns and controls the minerals under. We are hereby asking for special consideration from Council and Staff to allow these wells to be drilled within 500' of the lease line. 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. We look forward to hearing from you about this our AC Stone site. vucaapwake Energy Corporation 100 Energy Way • Fort Worth, TX 76102 Direct: 817.502-5621 • Cell: 817.718.6037 • Fax 817.945-5202 • martin.johnson@chk.com Exhihit •'I 0 >* a cu rt cu U a M ::3 p _ 4-J Cil 4-, fo cO M,, O °ZS w fo ..ate.+ " V N � O p Q .-C i 4 do (6 ss 0 'i Lf _0 Q 4j E U Q > td O .:iO N O y" M4C:L- a) C T tV � � V In .� n m m M `w U m ? h U L6O ZF-i Z r j a, Q O j U) M . 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El rl • 4N m 8. • 1 fo (1) W iii ^VV) ■ 1 4-J • 0 I • 1 fo (1) iii ^VV) C. �,W�,/ LO t.0 .0 0 I IE u6j fo (1) iii ^VV) C. �,W�,/ LO t.0 ME 0 a Qww -J , cn �\ U C W `N 4 a E u = 4-J a E o :-J -0 o fu reg 41 '-4 '� a E E 5. fu ® © c CD _0 - c.i o o • % Ln U0 oma. 0© o 0 o V V m m o -v ( .D I N O © 3: :3 q) -o CD x Ot\ � Z C CL V LL V U— aa aaa as as as as ♦ a a a- a _ �. 3 R' p Lp LLf z' U.42 o''o LY rmlO O (Ihe3a PEN ERG Y Exhibit A — Legal Description Exhibit B — TRRC Exhibit C - TCEQ Exhibit D — Produced Water Plan Exhibit E - RRA, with transportation route, and video of route Exhibit F - Emergency Response Plan Exhibit G - HMMP Exhibit H - Erosion Control Plan with RAPPS Exhibit I - Insurance and Bonds Exhibit J — Water Exhibit K — Secondary Containment System Exhibit L — Approximate Flood Study IVISDS Sheets w/CD, already at City 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 -MCI 51), P.O. Box 13087, Austin, TX 78711-3087. File a copy of the letter with the appropriate district office. During Drilling Permit at Drilling Site. A copy of the Form W-1 Drilling Permit Application, the location plat, a copy of Statewide Rule 13 alternate surface casing setting depth approval from the district office, if applicable, and this drilling permit must be kept at the permitted well site throughout drilling operations. *Notification of Setting Casing. The operator MUST call in notification to the appropriate district office (phone number shown the on permit) a minimum of eight (8) hours prior to the setting of surface casing, intermediate casing, AND production casing. The individual giving notification MUST be able to advise the district office of the drilling permit number. Completion of Drilling Producing Well. Statewide Rule 16 requires that the operator submit a Form W-2 (oil well) or Form G-1 (gas well) to the appropriate Commission district office within thirty (30) days after completion of such well. Completion of the well in afield 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 672104 Oct 08, 2008 05 API NUMBER FORM W-1 RECEIVED COUNTY 42-439-33828 Sep 30, 2008 TARRANT TYPE OF OPERATION WELLBORE PROFILE(S) ACRES NEW DRILL Horizontal 249.9 OPERATOR 147715 NOTICE CHESAPEAKE OPERATING, INC. This permit and any allowable assigned may be revoked if payment for fee(s) submitted to the ATTN CHRISTIAN COMBS Commission is not honored. PO BOX 18496 District Office Telephone No: OKLAHOMA CITY, OK 73154 (903) 984-3026 LEASE NAME WELL NUMBER AC STONE UNIT 1H LOCATION TOTAL DEPTH 22 miles NE direction from FORT WORTH 9000 Section, Block and/or Survey SECTION { BLOCK { ABSTRACT { 354 SURVEY{ CLANTON, C DISTANCE TO SURVEY LINES DISTANCE TO NEAREST LEASE LINE 240 ft. E 1382 ft. S 330 ft. DISTANCE TO LEASE LINES DISTANCE TO NEAREST WELL ON LEASE 240 ft. E 432 ft. N See FIELD(s) Below FIELD(s) and LIMITATIONS: FIELD NAME ACRES DEPTH WELL # DIST LEASE NAME NEAREST LEASE NEAREST WE -------------------------------------------------------------------- NEWARK, EAST (BARNETT SHALE) ------------------------ --- 249.90 7,216 1H 09 AC STONE UNIT 330 0 ------------------------------------------------------- WELLBORE PROFILE(s) FOR FIELD: Horizontal ------------------------------------------------------- RESTRICTIONS: Lateral: TH1 Penetration Point Location Lease Lines: 1056.0 F E L 411.0 F SW L Terminus Location BH County: TARRANT Section: 96 Block: Abstract: 314 Survey: CATE, J Lease Lines: 330.0 F NW L 405.0 F SW L Survey Lines: 1260.0 F E L 157.0 F S 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: Oct 8, 2008 10:45 AM('As Approved' Version) Page 2 of 2 r N c m CL O C) = N O O y� ti �' N c ° Op O Z " N° ° C� o O cl 72� ® t0 N � � cu� O .� M � ❑ o 7 M = a O L)LO � ❑ o o 3 z� O N o to M = c o .Y O o N El °o C) ti o v v O El� c 3 � E ° n z N X:a m— N —j �3 z -' a Q z _ E 73 CL ¢ a (0V Q c 3 U N�w� 3 - Z to a m R CL cn ci W �ZOg F " N ❑ s N n H �° m o v Q M E ° 3 OD a c a Qd O b o U W ,4 rn O s O Ela tp >, N t El 0 . C d>1 c o Q V E o O UL a LO z N N V� o CL y H El x .a M M ao co an C" N O Z a ti >1�, N •o Z z i Q Q to Z c o A Qoo o N o z R � o Q 0 0 ❑❑ N C O Q! s o ^ Y o El y = CL 0.. G Q .T. 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H Y Cn Q W o > W x CL Y ti U W _ = E W Q °. � o a � o � . 2 U Z .6 Q � o n a. a ©. 3 U = O _ O fo ct6i O Ln is 0 N 0 C, 6 o a o rLo_ wO r = R C :::•E 'It U N O N N 0) C6 IL AC STONE 1H --3H 1H HEIRS OF i JAMES CATE W. D. SHEFiARD SUR ' VEY A-314 SURVEY A-1393 9, P PBHL PLPPI 330' FROM NW LEASE L I N F, ILI' e051 FROM Sw LEASE LINE G- "A BELL C c G STARR SURVEY A-243 A-146-6 1 HEIRS OF JONATHAN 8. ;AY SURVEY K AC STONE UNIT (249.9 AC-) 1 1 2C,0 CATi4ARIN- CLANTON' SURVEY A-354 j M09CAN HOOD SURVEY P8HL NA027 LAT�-�=329M—o3* N LONG. --97.094401*W NAD83 L AT. -32.903929° N LONG.--97.094689*W N -A -Q-27 (GRID) Y=456309— X=2124480 i A -698 SURFACE LOCATION ,,AC STONE LEASE LT7N-F-- UNIT 1H 2-40' TO E LEAS- LINE 240' 10- SUcRVF-Y LINE UPP 1,0566 FROM, F ..EASE LINO I 411' FROM SW -EASE LINE 1'------'----1\ co SURFACE LO I CATION OF 330' FROM S LEASE CORNER A&\ KOP/ ELIuAH C. AC STONE UNIT 1H 180'- / CLARY SURVEY LA��VM968° N A-323 LONG.--97-082717*W > LAT. 32.899971°N 0 0 LONG.=97-083005*W WILL !AM, DRISKILL JAMES H. HUGHLS WND4�7 (GRID) SURVE' SURVEY 1 -48883 LEGEND NOR ,t l-4 A 4�)S A 2C28 EASTING (X)-2128072 KQP - MCKU:F PONT GRD ELEV (NAVD88)=564 APPROX. 22 MILES NE PW - PROPOSED BOTTOM HOLE LOCATION OF FORT WORTH Q - PSP PROPOSED UPPER PENETRATION PONT LOCATED 450' FROM KICKOFF POINT 0 - PLPP PROPOSED LOWER PENETRATION POINT I,THE UNDER SIGNED, DO HEREBY LOCATED 90'FROM PROPOSED BOITOIA CERTIFY THAT THS PLAT ACCURATELY HOLE LOCATION DEPICTS THE SURFACE LOCATION OF TT IE SUBJECT WELL AS STAKED ON S• AFAC-E LCCA' THE GROUND UNDER MY SUPERVISION NOTE: I COORDINATES ARE NAD2.7 GRID VALUES, TEXAS NORTH CENTRAL ZONE 4202, A Z PREPARED FROM A PARTIAL ON 111E GROUND SURVEY. SCALE iN FEET 3, RECORD RESEARCH PROVIDED BY CHESAPEAKE DOES NOT REPRESENT A 0 500 1000 1500 2000 BOUNDARY SURVEY. 1 1 JOSEPH S.BE Ls TEXAS NO. 59 SCALE 1 "=1000' r. An8. RM z o'o AC STONE UNIT 1H Ches* "335 144IREE RM PROPOSED WELL LOCATION PLAT DPW-Ai..w DMLAS TX 732M CITY OF GRAPEVINE 0—f-6 li PR-214-341-19WO' FAX -2% -34"M M c— St—f. &ig. wo �! —10 - 11"osso"rve-com TARRANT COUNTY, TEXAS Fw W-61, Ix 76102 5 rN a , i 2 �x2- bard'; -w -, vs r wf Va �1iYel-;; FT1 �M Ai RIP41XX 516-14 p4v 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 -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 672105 Oct 08, 2008 05 API NUMBER FORM W -I RECEIVED COUNTY 42-439-33829 Sep 30, 2008 TARRANT TYPE OF OPERATION WELLBORE PROFILES) ACRES NEW DRILL Horizontal 249,9 OPERATOR 147715 NOTICE This permit and any allowable assigned may be CHESAPEAKE OPERATING, INC. revoked if payment for fee(s) submitted to the Commission is not honored. District Office Telephone No: (903) 984-3026 LEASE NAME WELL NUMBER AC STONE UNIT 2H LOCATION TOTAL DEPTH 22 miles NE direction from FORT WORTH 9000 Section, Block and/or Survey SECTION { BLOCK { ABSTRACT { 354 SURVEY{ CLANTON, C DISTANCE TO SURVEY LINES DISTANCE TO NEAREST LEASE LINE 240 ft. E 1397 ft. S 330 ft. DISTANCE TO LEASE LINES DISTANCE TO NEAREST WELL ON LEASE, 240 ft. E 417 ft. N See FIELD(s) Below FIELD(s) and LIMITATIONS: FIELD NAME ACRES DEPTH WELL # DIST LEASE NAME NEAREST LEASE NEAREST WE -------------------------------------------------------------------- NEWARK, EAST (BARNETT SHALE) ----------------- 249.90 7,216 ------- --- 2H 09 AC STONE UNIT 330 271 ------------------------------------------------------- WELLBORE PROFILE(s) FOR FIELD: Horizontal ------------------------------------------------------- RESTRICTIONS: Lateral: TH1 Penetration Point Location Lease Lines: 549.0 F E L 344.0 F S L Terminus Location BH County: TARRANT Section: 96 Block: Abstract: 314 Survey: CATE, J Lease Lines: 330.0 F NW L 675.0 F SW L Survey Lines: 1093.0 F E L 368.0 F S 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: Oct 8, 2008 10:57 AM('As Approved' Version) Page 2 of 2 11 r Q) rn m CL 0 o - o 0) o a > x N o o,c °' . o N C N u 00 O rl o CL •- s o N "o . CU oME Q v 3 j zs� cu E O ElM o s N x CZ N n v a o o o En Z ® O U o° ? v `y o a ai c a w;gs ❑ „ o 1 6 a c ❑ Z o" o 2 N O o tB s El° o ° _.__ N U ❑° Z y M 0 3 z CL d - M N t W 3 = z m Z € o d a. ti CL W ¢ 4= 2 a N El3 Y L ❑ � o C Q H N E -o m o N� O b•LO 3 ao a C v a d M U LU " N ELLJ o° c o d J 73 Q Y > U) Q scu to O N� N O Q O Z o z-_ 7D y ® a C Q Q FN W o V Z c U �~ ¢. ° E o p ° N V ~ z O H LLJ a O 5 d is Q. ca O❑❑ CC i2 O z v w 'O O a O ° O C O > Y❑ i c 5 = a 00 a� ® v W W = ��O Z d o m c Q �� o � U) ° w ¢ O� o W Q O z" Q W H x N U E z F- z E U o Z d ° ° �- o U" ~ Z ® ❑ o O Z U Q m 3 W x a z > �_ > _ i- 8 8 R N c 0 W El 3 w Q Q' Q a c ° ,o c v m Q O o Opcr O O N C F- En �i v) U Q ti % z LLl c¢ N v s W z O Q coo E z73 Q lli ® � 0C is ca O N U o N N Nt lq-O N N R W O c ° O a °O a o Q Q U H N Zco LL Z M M O Z z _ O Z_ N �+ % J 5 > - Z rn O a Q ElO Y M r- -'4 O o LO ti F- QO d d Z Lf) o ° m Z O F- Q � Q ILz t o o O UQ O z O uo O U z c �2 c J LL O O O J V ° ti c v a. O L, N Ln W J a a W �' '- N 4 It N Q C O z Q ° ° p U Q 3 0 > H o m U a a ° LL x t o p U z O 0) Z rL z = ° �° V J= v .L Cn o E 0 o "63 co C/) Z:'^ _ N N N LL N 'Q 0 Q' 11 r Q) rn m CL LO O 00 O N O t- N co O O t O N Q b S N z � �Z 0 U Y Nr 4 M cc U) y Z D W o Z O U � Q U a �c 0 0 0 � O � a O O CN Ln 00 O O cM M a (D o 0 LL m m N U Q Z S on U) N H W a W F - w W Q U Z W o C m O oui H ti Y Q W W v a- Y v X < 0 w m W S ;,_.5 m V �a v O a zU, 0, W Z O O V V �j c o c E- V V a 0 0 3 Vc 0')a� V m M O It) LO = c M C4 R w PAD AC STONE 1H 31i 21H HEIRS OF W. D ' SHEPHAR'-) SURVEY A--1393 if I. G. G. STARR SURVEY A-146', HEIRS OF JONATHAN B. FAY SURVEY A 30 SURFACE LOCATION OF AC STONE UNIT 2H LAS. -=7 hl 76'N LONG.--97.082717*W LAT -=32-900012'N LONG.=97.083005*W NA027 -M(GD NORTH N =44898 EASTING (X)-=2128072 GIRD ELEV (NAVD88)=564 APPROX. 22 MILES NE OF FORT WORTH ,,A-HAR7NE CLANILIN SURVEY A-354 PBHL LAT. :-MN2?9 07-4 S-7-7 * IN LONG.=97.093845'W SNA 83 LAT.=32-904504*N LONG. --97-094133* W N027 (GRID) Y=450519 X=2124650 P8HL FLP - A C77 FROM SW LEASE LINE 3 3 0' FROM NW LEASE LINE \�o O M. BELL SURVEY ': -o A---243 PUPP 549' FROM E LEASE E LEASE LINE - IN MORGAN 11000 SURVP-Y, f A-698 SURFACE LOCATION -"AC STONE UNIT 2H 240' TO E LEASE LINE 240" TO E SURVEY LINE -SOI*36'12"E 1,349' E , E LIJAH C. �LARY ,jRvEy 344 FROM S LEASE L.:NE! i A-323 Kop --20 1' AMES H. HUGHES > L" tO Lj Z sL�RV WILLIAM DRISKILL A - 2 0"2'8 -j D SURVEY A-405 LEGEND I. THE UNDERSIGNED, DO HEREBY CERTIFY THAT r. -IS PLAT ACCURATELY DEPICTS THE SURFACE LOCATION OF THE SUBJECT WELL AS STAKE)} ON THE GROUND UNDER MY SLJPER�ISU;��', - . . . . .. . . . LS JOSEPH S. TEXAS No. 0'?- qzl-og r Ang, LG nL w m atee Ro/o DALLAS. TX 75238 PR -214-341-9= FAX -214-344-9925 A - KOF - KSCKOFF PONT JAMES CATE SURVEY 0 - PLPP - PROPOSED UPPER PENETRATION PONT A-314 I LOCATED 90'FROM PROPOSED BOTTOM HCLE LOCATION Lj NOTE I. COORDINATES ARE NA027 GRID VALIJES, LL, AC STONE UNIT 2, PREPARED FROM A PARTIAL ON THE (249.9 AC.) GROLND SURVEY. SCALE IN FEET V) 3 RECORD RESEARCH PROVIDED BY SURFACE LOCATION OF AC STONE UNIT 2H LAS. -=7 hl 76'N LONG.--97.082717*W LAT -=32-900012'N LONG.=97.083005*W NA027 -M(GD NORTH N =44898 EASTING (X)-=2128072 GIRD ELEV (NAVD88)=564 APPROX. 22 MILES NE OF FORT WORTH ,,A-HAR7NE CLANILIN SURVEY A-354 PBHL LAT. :-MN2?9 07-4 S-7-7 * IN LONG.=97.093845'W SNA 83 LAT.=32-904504*N LONG. --97-094133* W N027 (GRID) Y=450519 X=2124650 P8HL FLP - A C77 FROM SW LEASE LINE 3 3 0' FROM NW LEASE LINE \�o O M. BELL SURVEY ': -o A---243 PUPP 549' FROM E LEASE E LEASE LINE - IN MORGAN 11000 SURVP-Y, f A-698 SURFACE LOCATION -"AC STONE UNIT 2H 240' TO E LEASE LINE 240" TO E SURVEY LINE -SOI*36'12"E 1,349' E , E LIJAH C. �LARY ,jRvEy 344 FROM S LEASE L.:NE! i A-323 Kop --20 1' AMES H. HUGHES > L" tO Lj Z sL�RV WILLIAM DRISKILL A - 2 0"2'8 -j D SURVEY A-405 LEGEND I. THE UNDERSIGNED, DO HEREBY CERTIFY THAT r. -IS PLAT ACCURATELY DEPICTS THE SURFACE LOCATION OF THE SUBJECT WELL AS STAKE)} ON THE GROUND UNDER MY SLJPER�ISU;��', - . . . . .. . . . LS JOSEPH S. TEXAS No. 0'?- qzl-og r Ang, LG nL w m atee Ro/o DALLAS. TX 75238 PR -214-341-9= FAX -214-344-9925 A - KOF - KSCKOFF PONT - PBI -L - PROPOSED BOTTOM HOLE LOCATION 0 - PLPP - PROPOSED UPPER PENETRATION PONT LOCATED 450' FROM KICKOFF POINT 0 - PLPP - PROPOSED LOWER PENETRATION POINT LOCATED 90'FROM PROPOSED BOTTOM HCLE LOCATION - SURFACE LOCATION NOTE I. COORDINATES ARE NA027 GRID VALIJES, TEXAS NORTH CENTRAL ZONE 4202, 2, PREPARED FROM A PARTIAL ON THE GROLND SURVEY. SCALE IN FEET 3 RECORD RESEARCH PROVIDED BY CHESAPEAKE 4 THIS PLAT DOES NOT REPRESENT A 0 500 1000 1500 2000 BOLWD8M SURVEY. SCALE 1 "=1000' Ches z� AC STONE UNIT 2H ow PROPOSED WELL LOCATION PLAT DFW-Airo�A .ar. AWwdAdwA*wm CITY OF GRAPEVINE oj-,".s I— TARRANT COUNTY, TEXAS W 600 WL C— Si..* 7610 Fm W—tlTX 761C 9IN11IT06 5116.1" lw 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 15 1). P.Q. 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-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 ;HAIL: 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 672106 Oct 08, 2008 05 API NUMBER FORM W-1 RECEIVED COUNTY 42-439-33830 Sep 30, 2008 TARRANT TYPE OF OPERATION WELLBORE PROFILE(S) ACRES NEW DRILL Horizontal 249.9 OPERATOR 147715 NOTICE This permit and any allowable assigned may be CHESAPEAKE OPERATING, INC. revoked if payment for fee(s) submitted to the Commission is not honored. District Office Telephone No: (903) 984-3026 LEASE NAME WELL NUMBER AC STONE UNIT 3H LOCATION TOTAL DEPTH 22 miles NE direction from FORT WORTH 9000 Section, Block and/or Survey SECTION { BLOCK { ABSTRACT { 354 SURVEY{ CLANTON, C DISTANCE TO SURVEY LINES DISTANCE TO NEAREST LEASE LINE 240 ft. E 1412 ft. S 330 ft. DISTANCE TO LEASE LINES DISTANCE TO NEAREST WELL ON LEASE 240 ft. E 402 ft. N , See FIELD(s) Below FIELD(s) and LIMITATIONS: FIELD NAME ACRES DEPTH WELL # DIST LEASE NAME NEAREST LEASE NEAREST WE NEWARK, EAST (BARNETT SHALE) 249.90 7,216 3H 09 AC STONE UNIT 330 271 ------------------------------------------------------- WELLBORE PROFILE(s) FOR FIELD: Horizontal ------------------------------------------------------- RESTRICTIONS: Lateral: TH1 Penetration Point Location Lease Lines: 395.0 F E L 600.0 F S L Terminus Location BH County: TARRANT Section: 96 Block: Abstract: 314 Survey: CATE, J Lease Lines: 330.0 F NW L 941.0 F SW L Survey Lines: 971.0 F E L 617.0 F S 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: Oct 8, 2008 10:59 AM('As Approved' Version) Page 2 of 2 N 0 0 CD - n N O O s > N V co LO 4 Z O .n yN ° O 'b = cu 6 ❑ U a R M — z _ a) a c U) d ° cnz wo y ❑ c c 3 0 o o ai �aF .N o ti x N o ❑ CN cc y E- ❑ T ° z Q3 N Z - ti o _ w N V N V M O V ."C.. H N w R = v ti CLL Z s C a a ^ Cn W d b N El CN Eo o 00 C GY a on o 45° c c> Cl) o c r- W c � c E O y til W w R C4� G� � C ca � .. S.� z 0. V ,a R > V) O Z O Q M a s Y > d o N O U B r 0 U- LO CN ra> m 00 O H ❑ v Q N 3 O W FN �, G w .-1 F >' O A oa zz _ 3 ® a cN 0 o 0 - ° w Z Q v 2 ¢ J J V c V Z 'y W d d ^_ o 13 �I 5 d ai Q=� �o R O z v �'"' ^O p� a �� O ❑❑ o 0 a a � Y ❑ V i . ® y W W z d .o U oo z° oQ U) = p zd ¢ F- w O o = Q c Z d Z Z E ��- co 00 ®❑ v o Z O U Q w d H W p o Z > �. o0 z = °>' c0 Q R o p i R ti v ` LL N O to `p z - x a Q Z 8 U y > s 73¢ — U 22 z W O Q O c n o U o N N N to ' W Q 4 � O ° Q Q U y N Z Z a C? (0z z a ¢ z N J > Z Cl) x O d d Z Y U .. ❑ Z O a Q to o a L o o m ti Y o o a N v y v Q oN Q O o O to O U Z s o o c0 'i 0 O V z O s O O V ,O Q O O L 1- U LO U J T 2 y cC3 J w o aO W N N QV. �' R LL N o O C o 0. x a O z N Q 3 0 �? Y Z :5 w d o c W U R W o. U- w' .c v aRi U z O ` z '� a a z a 3 -° = x a= W ei O o E U 4 (� W Ut W in .-. _ N N N _ LL w N Q m N 0 CD O r NO O 00 O v O ro ti Q 'O C � c. zs. N O N N co a. 2 Cl) 0 z pZ � o� a) a) c U� 0 M z � W rn o z O U � Q U w w o 0 0 z o O O M O (0 Cfl CD c c C � U Q z _Z h W W F— E .' Z Q o W Q U Z W o � m v F- > 51 W Y Q v W v `Q d. Y x ( V � E W = O ._. fl. V .�.. W V V O p V 3 = a 0 0 c)cy) m zLO o ca N O N N co a. PAD AC' STt_]NE ill .-Ill 3H §2H HEIRS OF W. D� SURVEY A-1393 ,iAfArS CA—E SURVEY A 314 I I PLPPI I941 i FRM SW [ F A S E L 1 -N E NW LEAS' � I IN llc':RS "'F jONAT,P R. FAY SLRV Y A-530 CA7HARIINE —LANTONI S'IRVEY A-354 AC STONE UNIT (249.9 AC-) PBHL 9 71 PSHL LA T�2.505057'N 7 - — LONG. ---97.093433'W N LAT.�299051-3'N - LONG.=97.093721*W NAPS?_LOLIQU Y=450766 X--2124776 SURFACE LOCATION OF AC STONE UNIT 3H NA027 N LONG.=-97.082716*W _—NA03- LAT. ==32. 960553" N LONG.--97.083004*W N ;-7 tnoyni 50 FROM E SURVEY LINE, 7081 FROY S SURVEY LINE—I 1 L JAMES H. HUGHES WILL T A M DIR I S K SURVEY 11, L A-2028 SIJPVEY MORGAN HCOL) SJRVEY A-698 Iy SURFACE LOCATION ' AC STONE UNIT 3H 240' TO E EASE NF 240' 1-0) E SLjpvEy L!NF SOS;59'49-E 1.9 21 I EL I J A; i C. L CA ' , Y SURVEY A—.3 2 3 NOR A-400 LEGEND EASTING (X)---2128072 YOP KICKOFF POINT GIRD ELEV (NAVD88)=564 APPROX. 22 MILES NE PBI -P_ -PROPOSED BO-1TOM HOLE LOCATION 110191 OF FORT WORTH 0 PLFP PROPOSED '.l PPER PENETRATION PONT LOW, ED 450' FROM KICKOFF POINT N, I, THE UNDERSIGNEID. 00 HEREBY LOCATE) 90'FROM PROPOSED 80-TTOM CERTIFY THAT THIS RAT ACCURATELY HOLE LOCATION DEPICTS THE SLRFACE LOCATION OF 360' THE SLBJECT WELL AS STAKED ON THE GROUND UNDER MY SUPERVIS%N�,`� 0 SURI ACE LOCATION G. G. STARR i 0- M. BEi-L SJRVEY NOTE: SJRVEY A-243 PUPP \1 A-1466 I 395' FROM E LEASE LINE SCALE !N FEET 3 RECORD PE -SEARCH PROVIDED BY 600' FROM S LEASE LINE CHESAPEAKE IN KOPI 4. THIS PLAT DOES NOT REPRESENT A 0 500 1000 1500 50' FROMI E LEASE LINE, JOSEPH SBE SCALE 1"=1000' 506' FROM IN EASE LINE INE! I A bW4 a 01?_ z .64' FROM S LEASE COR" ER � 1 C I SURFACE LOCATION OF AC STONE UNIT 3H NA027 N LONG.=-97.082716*W _—NA03- LAT. ==32. 960553" N LONG.--97.083004*W N ;-7 tnoyni 50 FROM E SURVEY LINE, 7081 FROY S SURVEY LINE—I 1 L JAMES H. HUGHES WILL T A M DIR I S K SURVEY 11, L A-2028 SIJPVEY MORGAN HCOL) SJRVEY A-698 Iy SURFACE LOCATION ' AC STONE UNIT 3H 240' TO E EASE NF 240' 1-0) E SLjpvEy L!NF SOS;59'49-E 1.9 21 I EL I J A; i C. L CA ' , Y SURVEY A—.3 2 3 NOR A-400 LEGEND EASTING (X)---2128072 YOP KICKOFF POINT GIRD ELEV (NAVD88)=564 APPROX. 22 MILES NE PBI -P_ -PROPOSED BO-1TOM HOLE LOCATION OF FORT WORTH 0 PLFP PROPOSED '.l PPER PENETRATION PONT LOW, ED 450' FROM KICKOFF POINT 0 PLPP PROPOSED LO1AER PENETRATION POINT I, THE UNDERSIGNEID. 00 HEREBY LOCATE) 90'FROM PROPOSED 80-TTOM CERTIFY THAT THIS RAT ACCURATELY HOLE LOCATION DEPICTS THE SLRFACE LOCATION OF THE SLBJECT WELL AS STAKED ON THE GROUND UNDER MY SUPERVIS%N�,`� 0 SURI ACE LOCATION NOTE: I COORDINATES ARE NAD27 GRID VALLIES, TEXAS NORTH CENTFIAL ZONE 4202 2 PREPARED FROM A PARTIAL ON TliE GROL)ND SURVEY SCALE !N FEET 3 RECORD PE -SEARCH PROVIDED BY CHESAPEAKE IN 4. THIS PLAT DOES NOT REPRESENT A 0 500 1000 1500 2000 BOUNDARY SILSVEY. JOSEPH SBE SCALE 1"=1000' TEX* NO I A bW4 a 01?_ z Ches'- AC STONE UNIT 3H *9 * AM, LLC PROPOSED WELL LOCATION PLAT DPW-A;;.,.o t%= 11¢0 EE R010 ASTx. CITY OF GRAPEVINE AWwtd AdK.&vm C16wp.-3< op -Ai -A — PR. -2i6 -34i -98G0 F7A5X2- 214 -3 41 - M5 TARRANT COUNTY, TEXAS m C. Sb*.9.*. 600 F.. 7_,f 76103_ 9104IIX.1-v 51&S'AAI Exhibit C Texas Commission DEPTH OF USABLE -QUALITY GROUND WATERTO BE PROTECTED on Environmental Quality Surface Casing Program Date September 30, 2008 TCEQ File No.: SC- 4199 ***** EXPEDITED APPLICATION ***** API Number j Attention: LAURA WHALEY/SPENCER RRC Lease No. CHESAPEAKE OPERATING INC P O BOX 18496 OKLAHOMA CITY OK 73154 County tarrant Digital Map Location. X-coord/Long 2128072 Y-cooed/Lat 448883 Datum 27 Zone NC Lease & Well No. AC STONE UNIT #1H&PAD Purpose FND Location I SUR-CLANTON C. ,A-354,-- [TD=9000] , [RRC 5] , To protect usable -quality ground water at this location, the Texas Commission on Environmental Quality recommends: The interval from the land surface to 20 feet below the base of Cretaceous -age beds must be protected. The base of the Cretaceous is estimated to occur at a depth of 1825 feet. This recommendation is applicable to all wells drilled in this PAD. Note: Unless stated otherwise, this recommendation is intended to apply only to the subject well and not for area -wide use. Approval of the well completion methods for protection of this groundwater falls under the jurisdiction of the Railroad Commission of Texas. This recoaftendation Is Intended for' ncrtnai drilling, production, and plugging operations only. It does not apply to saltwater disposal operation into a nonproduefte zone (RRC Form W-1 4). If you have any questions, please contact us at 512-239-0515, sc@tcegstate.tx.us, or by mail MC -151.. e 11,47*1 ieSincerely, 4 �- Digitally signed by Mask R Vining l� ON: c+K V=Taos. 6Austin,o Surfai,e /-C 1!V^ -(C -7-e �-At Casing,—TexasC—missionon l3L©i,vSJeJl ,3CJ'tL . Bat* R. Vining Environ mal Quality Mark RY ng, �y ,n emelt=fnhnhg®ttepstat Kus $ 'Geology Date: 200809ID 73:27V9-05'ar A .�73 -' ---------------- $_ I Mark R. Vining, P.G. N ;IR Geologist, Surface Casing Team The seal appearing onthis document was authorized by coramawtury on 9/30/2008 Waste Permits Division Nate: Alteration of this electronic document will invalidate the digital signature, TCEQ Form -0051R P.O,Box 13087 Austin, Texas 78711-3087 512-239-1000 Intemetaddress: www.tceq;state.tx.us Rev. 9/9/2008 NO 121 Chesape ki E N E R G Y 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 -&— day of M� , 2007, by and between the city of Grapevine, Texas, a home rule municipal corporation of the State of Texas, located within Tarrant County, Texas (Hereinafter referred to as the "City") and Chesapeake Operating, Inc. C'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. All 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 a stand-alone Environmental Pollution Liability (EPL) policy. $10,000,000 Excess, if the Operator does not have a stand-alone EPL policy. Page 3 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 fails to conduct the repairs as provided herein, the cost of completing the repair is an amount of fifteen thousand dollars ($15,000) or less, as determined by the Director of Public Works, cash in the amount necessary to complete the repairs, as determined by the Director of Public Works, shall be deposited with a bank or escrow agent pursuant to an escrow agreement acceptable and approved by the City ensuring completion of the repair. ARTICLE 5 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. 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/CONSENT 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, th parties d hereby affix their signatures and enter into this Agreement as of the & day of .2007 . ATTEST: City Secretary API: AN[ STATE OF TEXAS § COUNTY OF DALLAS § CITY OF GRAPEVINE WM-1110 V M • • - • • CHESAPEAKE OP AT G, INC. ' Henry J. Hao , 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. WAR Given under my hand and seal of office this J�A-k day of Lt M j , DEBORAH S. WOOD k NOTARY PUB'Ir U STATE OF IMNotary Public W 6 ` My COMM. W. 06-012010 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 I ``day of M 2007. It l l l i! 11 / 1l1Z� DNS S Notary Public �zr - \ ## # 06011656 % EXP. 12/07/10 -VA E30 Page 10 hes " aD E N E Transportation Route Video iN Exhibit F Emergency Response Plan The Emergency Response Plan is already on file with the City. Please see attached for important Contact Information. Ches " a eaki PENERGY 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 800-566-9306 Chesapeake East Tarrant Field Office 817-759-2450 Tim Dugan Office: 817-759-2450, x. 3216 Cell: 817-727-2485 B.K. Gibson Office: 817-759-2450, x. 3217 Cell: 817-727-2486 Ron Strahan Office: 501-305-3603 Cell: 405-620-0575 City of Grapevine EMERGENCY 911 Tarrant County Sheriff 817-884-3270 Texas Railroad Commission District 9 (Barnett Shale Gas) 940-723-2153 District 5 (Oil) 903-984-3026 EPA National Spill Response Center 800-424-8802 EPA Dallas 214-665-2222 /~_________- ---------------- | |» 20 RIG LAYOUT t 156' Pram Wellbore to Cro+rva Stand � 5'4'. 48' 36' m m m m I Pipe Rack Area i 6' rl T Chok 3' 192 d e 176' N U FL lbj,, . EUp .,. a 3 V i6 N�ntri/uges 3 e� I` 13,9" 22� w m Doghouse &Crew House 8' � tt 1550 1— Wel!bora to Edpe of L,,,I, qa L 74 322 — 9'4" by 66. Accumuletor&light Pian t0' #1 Pump 4'8" ♦ F 4,10" T _ 2T Fuel Tank Water Tank 8'2" 354" —0 #2 Pump N 35'5" Mud House 8'2" 150from to 9ackya;d r� Fence 3�n t-- U. — 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 DESIGN • 1 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. 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. 1117��l Ir 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 EMERGENCY CONTACT TELEPHONE NUMBERS Chesapeake Emergency Number Chesapeake North East Field Office Tim Dugan 10.1w 71:1�.Ti1 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 AC Stone 1 H: +/- 240' from the east survey line of the C. Clanton Survey, Abstract No. 354 and +/- 432' from the north survey line of the C. Clanton Survey, Abstract No. 354. AC Stone 2H: +/- 240' from the east survey line of the C. Clanton Survey, Abstract No. 354 and +/- 417' from the north survey line of the C. Clanton Survey, Abstract No. 354. AC Stone 3H: +/- 240' from the east survey line of the C. Clanton Survey, Abstract No. 354 and +/- 402' from the north survey line of the C. Clanton Survey, Abstract No. 354. 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 AC Stone 1 H: +/- 240' from the east survey line of the C. Clanton Survey, Abstract No. 354 and +/- 432' from the north survey line of the C. Clanton Survey, Abstract No. 354. AC Stone 2H: +/- 240' from the east survey line of the C. Clanton Survey, Abstract No. 354 and +/- 417' from the north survey line of the C. Clanton Survey, Abstract No. 354. AC Stone 3H: +/- 240' from the east survey line of the C. Clanton Survey, Abstract No. 354 and +/- 402' from the north survey line of the C. Clanton Survey, Abstract No. 354. Exhibit H j4 i uties,act VI..&e PENERGY • AC Stone 1 H, 2H, 3H LOCATED IN TARRANT COUNTY, TEXAS Prepared for: City of Grapevine PO Box 95104 Grapevine, Texas 76099 Date: October 3, 2008 Prepared by: Name: Martin J. Johnson Organization: Chesapeake Energy Corporation Physical Address: 100 Energy Way 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. II. Site Description A. Site Name The area scheduled for construction activities is known as the AC Stone 1 H, 2H, 3H B. Project Location The property is Euless Grapevine Road located at C. Owner's Information Name: Curnes Partners LP Address: 1601 Elm Street, Suite 1500 Dallas, TX 75201 Representative: Tom Curnes Title: Telephone: Facsimile: Email address: D. Contractor Information 1. General Contractor Name: Chesapeake Operating, Inc. Address: 301 Commerce Street Suite 600 Representative: Adam Doty Title: Sr. Field Representative Telephone: 817-527-4117 Facsimile: 817-810-9485 Email address: adam.dotv(&chk.com 24 Hour Emergency 800-556-9306 Contact Telephone: Erosion Control Plan 2/11 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: To Be Determined Address: Representative: Title: Telephone: Facsimile: Email address: E. Project Description / Nature of Construction Activity Name: Shown in detail on Construction Plans Well Pad Dimensions: Access Road Dimensions: Pit Dimensions: Pit Dimensions: Frac Pond Dimensions: Pipeline Dimensions: Other: Chesapeake proposed to construct an all weather access road, drilling well pad and associated drilling pits to produce natural gas within the city limits of Arlington, Texas. Typical operations common to construction of a drilling site includes clearing, grading and reclamation. F. General Location Map: See Appendix 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 111. 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 VIII. Certifications Erosion Control Plan For Storm Water Discharges Associated with Construction Activity Chesapeake Energy Gas Drilling Project — AC Stone 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 — AC Stone 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: a 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 0 Copyright 2004 SECTION PAGE �|��� TABLE OFCONTENTS LIST ��FTA��LES--------------------------------.............. ......... ii LIST OFHCSURES..................................... .............. ...... .................... -----------'� LISB-OF APPENDICES .................................................................................................. ............. i tOINTRODUCTION ...................... ... -.... ...................................................................... 1 , 3.0 GEOGRAPHIC LOCATIONS AND IDENTIFICATION OF RAPPS............................ 2 | 31 COASTAL PLAINS ............. ..... --- ...................... ....... .............. .............. O � | 32 �ER|{��LA|N8 8 � � -------------------------------- 3.3 ME8|CPLAINS ................................. ......................... -............................. 1U ^ 3.4 DESERTS ...................... ................................................... ......................... 12 3.5 XERIC MOUNTAINS ..................................................................................... 14 3.0 W1E8|CMOUNTAINS ............... ...................................... .............. ............... 16 4~0 CONSTRUCTION CROSSING A REGULATED WATER BODY ............................. 18 5.0 FINAL STABILIZATION ........................................................................................... 19 6L0 DEFINITIONS ............................................................................................................ 21 LIST OF TABLES TABLE PAGE 31-1 DECISION TREE FOR COASTAL PLAINS GEOGRAPHICAL REGION ................... 7 | 3.2-1 DECISION TREE FOR XERIC PLAINS GEOGRAPHICAL REGION ......................... S � - 3.3-1 DECISION TREE FOR K8E8|CPLAINS GEOGRAPHICAL REGION ....................... 11 3�-1 DECISION TREE FOR DESERTS GEOGRAPHICAL REGION ............................... 13 | 3.5-1 DECISION TREE FOR XERIC MOUNTAINS GEOGRAPHICAL REGION .............. 15 � ^' 3.8-1 DECISION TREE FOR K8E8|CMOUNTAINS GEOGRAPHICAL REGION ..... ........ 17 LIST gFFIGURES FIGURE PAGE 1 GENERAL GEOGRAPHIC LOCATIONS WITHIN THE CONTINENTAL U8 m |i 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, fortis, 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. 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 0 5 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 N �w o r Mttaw= E03: ` E( 3 c 0= E w o > o > N = c �6 - a°i 0 c O d c .- ao0Q- "a4)c `Q Q- oE a ct N� U c M �..�. �+ E m 0 T E C 3 0 =°)z= Lades n' j N N m O- d Q N= c:- E U T c iL Q m0 'p) E N N co ?� L_ O c a U N -;9 u E° � s O h o N 0- Q,i N Nl4 .`N' V N 2O d -'U-s 2 > N O O u N N _ 4G N d N 0 ,c6 d N U CL Q y Q' N O `_- C C E T _ N O 2 U O N 0 N y N N N V y E O) O d a - R= N F- N_ G F- d E) E U '00 O. v 05 cm C O. a� F- mm mca�i w�0: %0v e' O fn Z 05 C-0 l (p (n = II 11 II 11 �L1C7CoLLFO it x w co to l'— L) -U � c � S �20M(D Co 2 �v > Z� o v ° o i m.'I J 11 11,0011 N T a Q 0 o Q 3 v o O o a c d M N n 4 c06 _T ,5 L V N 3 X F L N N d o c O o c � = m N N -" V -o ao m r E r Q d 2 GN G C C 'y N > N w O O O = 2 V N 'O o c6 w N d E N N - o i l N m N C N N O d C C i9 tm O R Co Q N a c 16 75 N O N y c 0? yCL = N d u a 4 0) N 0 F/5Q In C 0 -: CV c+i OE ,C Z -- cqi LA 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. 3 RAPPS Final 5-10-04 0 8 � N cyj a) -0 cu � § \ s ) /j k\ 3 \D - \§§, ){\ -�> £/( 02 CD \/)/( «�| IL 01 §@3 <(D Q) $#3 �kf2o 3w& ■w|wg 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 RAPIDS if one of the following exists: 1. The construction site is located in excess of 250 feet from a regulated water body. 2. The area between the construction site and a regulated water body has 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 d T N a) O C � _ >` 0 t=j N - ` 0?'3 D) Y E °ow E N C E O 0 y C a) G= O> N .0 N .. a 'O p !n ma '0 N Q O L U v �a N N N 0 3 N— 0 o 0 to V T E a1 m O 0 3 T E C O te=a t6 '� .c mZ c m N E > m Cl) a 3 C c d d i6 0.(L Q N c a a m o a) U C p> y �° t0 a) ¢ G O Ol N , L O C N O TO % O- E G N T .O Q C. C N i N N �a Y U a O a c 0 Q 0� 2 1 0 x pa. aa.Mrd aOomY a cU QOM a -O a�U. . Coai`iN0 C E= N N O E O 0 -O �_ 0 0 0-0 U O N N N N m N N 41 U a) i U N O m 00) - '00 0 C 0 N a7 N � T I- w L. S C I- N a E U :E ar_ rn c a (n UJ coca Nc 00 m a nilly E 0 co Z 00 UU=nnlrn tr Ir 0: U) co co mU � c y ��pOv O tE'�N U m O ` 2()IfO%..1�0 ca ® II 11. J II t1 Q U it mlr T N N N '0 a) w 0 w U C N Z 3 Q M O a N C h l6 O w X N Of aw?a' da0�' O U a7 G 0 N E O T N N C O dO N C- U 0 13 o N N E � C a O m o_ () 2 - W m CO O m 0 N d U O f > ID O c N a c 0 Q 0� 2 1 0 x `<u) a5 E5 c r N Z N 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 .CD `v U_ QL cu O {D �� W L O 4— a) a) i✓ O a) r) R �-N C C R C O >,R L a)d d- R 3 a .- O� '3 E « O « C E O C d C E N O R O > N 2- 'N O O N .V w U) 7�5L a C a [n a C Q o d D d a s d L U w d d d d N C L N� U C T.L„ o 3 N- d o R« R >+ E d jp O T E C 3 O R O O Q TR d 3 3, m 3Rui�d L R Z L d' (a E >mU)CL n.aQN C'- d d Cdr O)0 S2 c c Q c« .o) aEi Y6 R Z s o c N d c o >'n0 � c c wao'm° "m > 'a o c cnQ O u o- cn R c -- a. E m adoR U a y'm' _ d �. c v « O U d, O a.«_ O R 0 L V O N« N N 7 U d i O N d N N N O m C T a CD= 0) d - R N L d C N t Xd> R O N F- N .L.. C F- O) E O Q� m c a co CO 0 08 d'd'b. W LLg C (A 0) 2 fl II I4 wwdwowN. of U c Y a 2 o U II o ll X) [I 11 11 � II H u CL 5oaw-1m 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: 1. The construction site is located in excess of 150 feet from a regulated water body. 2. The area between the construction site and a regulated water body has vegetative cover in excess of 75% AND the site is in excess of 75 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.5-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes annual precipitation is low to moderate (from 10 to 50 inches) and soils are primarily rock. RAPPS Final 5-10-04 0 14 L v� W cu F— N .2 O >, C R N R O C C C R c >, R L N ._ mea)- R 3�a E ° 0.- 3 C 0> 0 C m C N 0Eca, Noor 2>N0= NUwid of C -0 v aa)i:a �¢ m= a m m m F" U m Q ... :S m N m m o3Nd o E m E R o c m to-0s'rNmN m° is vi E > mrnd D.> y vim a0_ Q N c0_Q rno m 11.2 mE ��aas m Q c o p c m 0-E ,Eoc Tao o RNo�aai c m�ai�v R (n QU Q° o W a w CO c - a m o R y QOL aQ Q�2�NC 0.0., ..m..� c N m .0 E O R .a U= N j� d N N O y N U m 2 0 - - m - m C T y a R C N x> c aS m N E m N 0 m 0 oa u a Z o Q O c m o o of 0 �3 v ciE c d 'Ro m M .02 O .0 C U 5 a)0 y X N o w m - y c = R y0o E 0 y , Q•�3 V> C T "oomo = n m 2 m u 0. 'R (L o 3 mn H CL a c c o c�c'o •�Q� am,CON p��7U X c N Z �2 N N 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: 1. The construction site is located in excess of 250 feet from a regulated water body. 2. The area between the construction site and a regulated water body has vegetative cover in excess of 75%; the slope is less than 40%; AND the site is in excess of 150 feet from a regulated water body. If neither of these two conditions is met, the decision tree in Table 3.6-1 will be useful in determining which RAPPS would be effective under the given circumstances. The decision tree process for this geographical category assumes annual precipitation is high (in excess of 60 inches) and loamy soils are moderately erodible. RAPPS Final 5-10-04 0 16 c pO •VJ Y� cu U_ C- CL cu L- 0) 0) O v CD cn c cu O U .N N O 4— N L O .cn a) 0 r W M N N O Tr R N C G Rac C O > R = 0-'3°o °3 rn y c E N O E R a o> N 0= 'y O w U) U R O N y R C O a C a Oma a 0 o E¢ N O >i N- N R •• R N E .O R 0 O 0 E C m O 3 ° T o 3r m t`' RZ Nt a4 m E > ca U) n. =. CL > N vi .m o -a Q N c:. m 0 cam 00 R U C (U C O 'O( N R O)a L O C cRfl-EO00 80- N om- O R Y U R .� a R V '� > N O C a W 6w N a s O 6 aC V a O V 00.D Q` N C C N a).2 E O 0 a .+O' N O R O.0 U O O - 0)= 00 N F- Nom.. � C F- d o� E Ute.. 5rc Iz �0 6 m�. 0gm29S 00� �U- ocoz7ryii'nco (1)Cf) z u u n if DD(DM LLF-O crcoco�� g 9. U) 080 y 4) H0�4) m 0 75 .UII❑D11 IIm 11 II i W -j 11V m _ mUUDDC7icr N R N E R o N E a) CL O L w C., Ov M C)R O o 00 y N O U N m N a O N x a a) R d X d c a N N c ENEOE N '`m- > 2 N O '" Q 3 .. CO T V C O a R R a E U a .� .L-. 0 2 r N R d C C Q o C R R 'ED" 0 1 N o 3 a 3 c s ' N C f n C O d �r N O O R m ZN.'=.. 2 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 0 RE 4 i y 14 qtr �Z "- z/ f zi 50% NATIVE BACKGROUND COVER RAPPS Final 5-10-04 0 RE 35% STABILIZED COVER 4 i y 14 i-' "- z/ 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. hftp://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=fldr200l49e005l l 90%SCfldr200149e 10561 a8%5Cfldr20026f8082801 d (12 Feb. 2004). West Virginia Department of Environmental Protection — Office of Oil and Gas. hftp://www.dep.state.wv.us/publications.cfm?ssid=23 (12 Feb. 2004). Protecting Water Quality in Urban Areas: A Manual — Minnesota Pollution Control Agency. hftp://www.pca.state.mn.us/water/pubs/sw-bmpmanual.htm1 (12 Feb. 2004). RAPPS Final 5-10-04 0 22 APPENDIX A DESCRIPTION OF RAPPS (RAPPS presented were derived from both common industry references provided in Section 4.0 of this document and from practical field experience) RAPPS Final 5-10-04 1. VEGETATIVE COVER Vegetative cover is an effective 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 0 A-1 85% COVER b � t 15% COVER 50% COVER RAPPS Final 5-10-04 0 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 HORIZONTAL GROOVES CREATED BY TRACKS / ON EQUIPMENT _ 3— Source: Pennsylvania Department of Environmental Quality, 2004. RAPPS Final 5-10-04 0 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 5. STRAW (HAY) BALES (SB) This technique utilizes bound straw bales to filter sediment from runoff of small areas. Limitations: - Filters sheet flow from small drainage areas - Short-term use - Decomposes - Consumed by livestock - Removal of anchor stakes will be necessary after stabilization is complete Installation: - Embed into trench - Anchor with 2 support stakes - Compact backfill on upgradient side - Straw bales should extend across grade and upslope for short distance - Use at outfall points from diversion dikes, turnouts, etc. Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR -ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE 2 RE -BARS, STEEL PICKETS, OR (2"x2") STAKES ANCHORING DETAIL WIRE OR NYLON BOUND BALES � — PLACED ON THE CONTOUR WATER FLOW as M TIl 2 RE -BARS, STEEL PICKETS, OR 2"x2" STAKES EMBEDDING DETAIL RAPPS Final 5-10-04 0 A-rJ 6. (SF) Silt fence/fabric iautilized bzfilter sediment from runoff ofsmall areas. Silt fence/fabric may also � be utilized as perimeter control around the construction site when the site is relatively small. ' Limitations: - Not for concentrated flows r � - Not for use inrocky situations / - Removal will benecessary after stabilization iacomplete | - Not for large watersheds | Installation: - Embed bottom offabric into soil , - Support posts spaced nogreater than 1Ufeet apart | - Compact backfill otbase offabric | | | - Extend silt fence across grade and upe|opefor short distance - Use atoutfall points where concentrated flows are not expected � . | Construction Activities: Access roads, well/tank battery pads, and flow/gathering pipelines 36"MIN- POST | EMBEDDED FILTER CLOTH/ ,~~' U m�mxomo^mToGROUND KU vzwK 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 ROCK BERM FLOW N.T.S. o o 0 0 0 0 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 2:1 SLOPE OR FLATTER ATE FLOW ____--- EXISTING OR GRADED RIGHT-OF-WAY CROSS SECTION N.T.S. EDGE OF R.O, W. - - - - - - - - - - - - - - - - - - - WATER FLOW ------------- /- /_-----------ct- UPSLOPE TOE WATER FLOW ED_EGE OFR.O.Vy`. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,r SILT FENCE OR STRAW BALES OUTLET ONTO STABILIZED AREA ,r AS NEEDED (WELL VEGETATED) 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 Cry Qal ROA ` ijatUg GTa CROWN Road -side Road -side Ditch Ditch Road -side -°'f' Ditch G1 INSLOPE love' RAPPS Final 5-10-04 0 A-9 !tated 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 250 to slope - Place rock at outlet Construction Activity: Access roads 0 0 '_fit._ ., •� ROCK RIP -RAP FILTER PLAN VIEW M.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 STING 'EMENT EXISTING 'EMENT CROSS-SECTION N.T.S. RAPPS Final 5-10-04 0 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 RAPPS Final 5-10-04 Road -side Ditch PLAN VIEW N.T.S. Road -side Ditch ROAD Road -side Roadside Ditch Ditch A-12 CROSS-SECTION N.T.S. 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 300 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 a. I, aNf l TURNOUT or, �__ WING DITCH WELL. VEGETATED ! s SLOPE �M s Source; Cooperative Exte.sion Service, 2002. RAPPS Final 5-10-04 A-13 w r- r4 "t TURNOUT or ROCK RIP -RAP + r WING DITCH 1 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 PLAN VIGIL N.T.S. 5—m COOWabs Ext*nsaen SOM.0. xno2. Ditch Plug RAPPS Final 5-10-04 0 A-15 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 5-10-040 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 0 A-17 -- - DIAGRAMS OF TYPICAL REGULATED WATER BODY CROSSINGS RAPPS Final 5-10-04 WATER FLOW EDGE OF ROW 1 ---------------------V1— ------------------------ OPENTRENCH - - - - ------ --- ----------- —E---— — — — — — — — 17— — -- -- DOEOFR.O.W. 7r — — — — — — — — — — — — — — — — — — — — — — — 1Q �;tf :-T�A STAKED STRAW BALES FILTER FABRIC CONSTRUCTION NOTES: 1. DISCHARGE ONTO STABILIZED AREA 0.9. HEAVILY VEGETATED) 2. DISCHARGE LOCATION MUST BEA MINIMUM OF 25' FROM OPEN WATER BODY OR INTO DISCHARGE STRUCTURE, THE AMMEOMNGINEER ABBLIN183 FIMPONS 11111. MY FOR APPROPRIATE USE OFTHISSTANDARD. or'/circ AMENNOMam Environmental Services, Inc. TRENCH DEWATERING & DISCHARGE RAPPS Final 5-10-04 0 B-1 SA TC DP IN CONSTRUCTION NOTES: 1. THIS DESIGN FOR FLAT OR RELATIVELY FLAT GROUND. 2. THIS DESIGN FOR SMALL DISCHARGES. THEARCH111=EYGINEERAS WES RESPONSIBUrY FOR APPROPRIATE 118E OF THIS STANDARD. Ho on.i Environmental Services, Inc. RAPPS Final 5-10-04 0 B-2 PLAN VIEW N.T.S. DEWATERING STRUCTURE EDGE CERO.W. _ i EDGE OF PLOW. PLAN VIEW N.T.S. SAND BAGS TO CHANNEL STREAM FLOW SPOIL PILE ENL - FLUME PIPE (APPROPRIATE SIZE) CONSTRUCTION NOTES: 1. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 10' FROM THE TOP OF THE BANK 2. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 3. FLUME PIPE SHOULD ADEQUATELY CONVEY NORMAL STREAM FLOWS. THE ARCIAr ECTfiNGINEER ASSUNES RESPOWBUTY POR APPROPRIATE uWE i; OFT}IGSTMIDARD. 1 tats 9 Environmental Services, Inc. RAPPS Final 5-10-04 0 B-3 TYPICAL OPEN CUT FLOWING STREAM CROSSING FLUME PIPE SAND BAGS OR TEMPORARY EDGE OF rtO.w. DAM TO DAM WATER WATER � — PUMP rolzf L CONSTRUCTION NOTES: 1. REROUTE WATER VIA DAM AND PUMP. 2. EXCAVATE TRENCH. 3. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY 1B' FROM THE TOP OF BANK. 4. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 5. MONITOR PUMP(S) - REFUELING IN SPILL CONTAINMENT DEVICE. THE ARCHITECTJENSINEER ANUMES REBPONSISILITY FOR APPROPRIATE USE OF THS STANDARD. i ot'/ on I j Environmental Services, Inc. RAPPS Final 5-10-04 M OPEN TRENCH TYPICAL OPEN CUT MINOR FLOWING STREAM CROSSING DAM AND PUMP EDGE C ET -11r. PLAN VIEW N.T.S. f CROSS-SECTION N.T.S. NOTES: 1. GEOTE)Cn LES MUST BE SECURED. THE ARCHrTECTAENGINEER ASSUME13 RESPONSIOMY FOR APPROPRIATE USE OFTHOSTANDAFW, Horl oil Environmental Services, Inc. RAPPS Final 5-10-04 0 B-5 7 17-77PY.Lr, ml - SET ON FILTER FABRIC fOSE CLAMP WOODEN STAKES PUMP DISCHARGE HOSE CROSS-SECTION N.T.S. CONSTRUCTION NOTES: 1. FILTER RAG SHOULD BE REPLACED WHEN SEDIMENT BUILD-UP OCCURS. wlTHE ARCH MECTMN06NEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OFTH48MMARD. 0 ori Environmental Services, Inc. RAPPS Final 5-10-04 0 B-6 FABRIC No FILTER RAG DETAIL CREEK EDGE OF ROW I -EDGE OF R.O.W. 010014 PiLt OPEN CONSTRUCTION NOTES: 1. EXCAVATE TRENCH. 2. TRENCH SPOIL SHOULD BE PLACED APPROXIMATELY IV FROM THE TOP OF BANK. 3. RAPPS NEEDED BETWEEN SPOIL AND WATERBODY. 4. INSTALL FLUME PIPE TO CONVEY WATER FLOW, IF STREAM BEGINS TO FLOW DURING CONSTRUCTION. THE ARCH111WAENGINEER ASSUMES REBPONSSLrFY FOR APPROPRLATE USE OF THIS STANDARD. HOrt con Environmental Services, Inc. RAPPS Final 5-10-04 0 B-7 FLUME t'L MN VMw N.T.S. SPOIL PILE EQUIPMENT PAD PS '" INS EQUIPMENT CROSSING; (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 ARCHrrECTIENGNEERASSUMES RESPONSIBILl!" FOR APPROPRIATE USE OF THISBTANDARD. g q Environmental Services, Inc. TEMPORARY EQUIPMENT CROSSING OF FLOWING CREEK (BRIDGED) RAPPS Final 5-10-04 0 B-8 APPENDIX C 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 Exhibit I A00RDDATE CERTIFICATE OF LIABILITY INSURANCE 7/1 008YYYI �M2MIDDIY 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. INSURERRAEGIS Limited P.O. Box 18496 INSURER c: American Intl. Group Oklahoma City, OK 73154-0496 INSURER D: INSURER E: OVERAGES 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 VVITH 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 BEE q REDUCED BY PAID CLAIMS, INSR ADULPOLICY ID TYPE OF INSURANCE POLICY NUMBER EFFECTIVE DATE(MWDD/YY) POLICY EXPIRATION DATE(MM/DDIYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE To RENTED _$ PREMISES o,cuL mce) (E s COM MERCIAL GENERAL LIABILITY SELF INSURED MED EXP An one person) $ CLAIMS MADE DOCCUR PERSONAL& ADV INJURY $ GENERAL AGGREGATE $ GENI AGGREGATE LIMIT APPLIES PER PRO - POLICY JE [ JECT 1:1 LOC PRODUCTS - COMP/OP A $ AUTOMOBILE X LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 A ALL OWNED AUTOS SCHEDULED AUTOS AS1691522861038 7/1/2008 7/1/2009 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X X HIREDAUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA AC $ ANY AUTO AUTO ONLY: AGG $ EXCESS/UMBRELLA —1 LIABILITY OCCUR FE CLAIMS MADE EACH OCCURRENCE $ 6,000,000 AGGREGATE $ 6,000,000 $ B DEDUCTIBLE HX X0630AIA08 7/1/2008 7/1/2009 $ 1 RETENTION $1,000,000 A WORKERS COMPENSATION AND EMPLOYERS* LIABILITY ALL STATES EXCEPT SELF OTH- X I TOCRYSTATU LIMIT- ER 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$ 1,000,000 SPECIAL PROVISIONS below OTHER C Pollution Liability PLC6207816 7/1/2008 7/1/2009 Each Incident $6,000,000 1 1 1 jAggregate $6,000,000 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS 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. umm i irmA I r- MULIJIMIK IL;ANL;hLLAJIUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Grapevine, Texas EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Public Works Department 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT 200 South Main Street FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE First Floor Grapevine, TX 76051 INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Mark Bush/MANDY 70"Wede— e�a AL;UKU 25 (20011UTJ) ACORD CORPORATION 1988 INS025 (0108).08a Page 1 of 2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) INS025 pioB osa Page 2 of 2 BOND NO. RLB0010376 PERMIT BOND KNOW ALL BY THESE PRESENTS, That we, Chesapeake Operatinq, Inc. as Principal, and the RLI Insurance Company an Illinois corporation, as Surety, are held and firmly bound unto City of Grapevine, Texas as Obligee, in the sum of Two Hundred Fifty Thousand and No/100 ----- Dollars ($250,000.00 ----------) —' for which sum, well and truly to be paid, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has been or is about to be granted a permit to access roads within the City of Grapevine Texas by the Obligee. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Principal shall well and truly comply with applicable local ordinances, and conduct business in conformity therewith, then this obligation to be void; otherwise to remain in full force and effect; in no event shall the liability hereunder exceed the penal sum hereof. PROVIDED AND SUBJECT TO THE CONDITIONS PRECEDENT: 1. This obligation may be canceled by the Surety by giving thirty (30) days notice in writing of its intention to do so to the Obligee, and the Surety shall be relieved of any further liability under this Bond thirty (30) days after receipt of said notice by the Obligee, except for defaults occurring prior thereto. 2. Any claim must be presented in writing to RLI Insurance Company to the attention of Greg E. Chilson, 8 Greenway Plaza, Suite 400, Houston, Texas 77046. 3. Surety shall have no obligation to the Principal, the Obligee or any other person or entity for any loss suffered by the Principal, the Obligee or any other person or entity by reason of acts or omissions which are or could be covered by the Obligee's or the Principal's general liability insurance, products liability insurance, completed operations insurance or any other insurance. 4. No right or action shall accrue under this Bond to or for the use or benefit of anyone other than the named Obligee. 5. The Obligee will issue a release of this Bond within a reasonable period, but in no instance longer than thirty (30) days after termination of the Permit. IN WITNESS WHEREOF, the above bound parties have executed this instrument under their several seals this 11th da of Mav 2007, the name and corporate seal of each corporate party being hereto affixed and those presents duly signo%b r rsigned representative pursuant to authority of its governing body. A�.��.,�� RLI Insurance Company 8 Greenway Plaza, Suite 400 Houston TX 77046 Lzr, P - Surety By 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 All Men by These Presents: RLB0010376 POWER OF ATTORNEY RLI Insurance Company That the RLI INSURANCE CObIPANY, itcorporation organized and existing under the laws of the State of Illinois, and authorized and Iice nsed to do business in all states and the District of Columbia does hereby make, constitute and appoint: GREG E. CHILSON in the City of HOUSTON , State of TEXAS , as Attorney -in -Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed, all of the following classes of documents to -wit: $250,000.00 Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity; policies indemnifying employers against loss or damage caused by the misconduct of their employees; official, bail and surety and fidelity bonds. Indemnity in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waivers to modify or change or extend any bond or document executed for this Company, and to compromise and settle any and all claims or demands made or existing against said Company. The R1.1 INSURANCE COMPANY further certifies that the following is a true and exact copy of a Resolution adopted by the Board of Directors of R1.1 Insurance Company, and now in force to -wit: "All 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 shalt 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 above indicate authenticity) IN WITNESS WHEREOF. the RLI Insurance Company has caused these presents to he executed by its ____ I'R_F.51Uh:NT_..__with its corporate seal affixed this `ttllttl111///j NHCE C'''% APOq yrs A,rrt:ST- v� • GOw.l tNs tt Ncr; c/tru'ANY • `�.= SEAL _ Corporate Secretary — President State of Illinois 1 I Sl �i� • ..... • C `\: County of Pcoria 11L (N 0`sus` 'II IIIIIllllllt�t\` On this 11 day of May, 2007 before Flit, a Notary Public, personally appeared Michael J. Stone and Jean M. Stephenson, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as President and Corporate Secretary respectively, of the said RLI INSURANCE COMPANY, and acknowledged said instrument to be the voluntary act and deed of said corporation. OWU-0- Notary Public U ter--" rr • + • � v ............................... 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 BASIN 0300 us so MIDLAND, TX 79706 432-1163-1039 - PHONE 432.563-1079 - FAX Exhibit K edited by Foxit PDF Editor 111111111101111111 Copyright (c) by Foxit Software Cornpany, 2004 - 2007 For Evaluation 00 BASINuno avvnru BBL iMA17JI 2242 EAST Hw. 380 WATUR, TX 76234 inixnm i Ii mC N 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 BBL Falcon Industries 2242 East Hwy 380 Decatur, Texas 76234 Direct: 940-627-1400 Fax: 940-627-1814 Custom galvanized metal walls - Size: 22ga. thickness 27" tall x 16' 3" length Properties: physical properties available upon request 3x1 -1I2 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 c@ 432-770-5664 or kmccollrunbblfalcon.com This document is provided by BBL Falcon Industries for the exclusive use of Chesapeake Energy and it's employees. PERMIAN BASIN a FORT WORTH BASIN 8300 us 80 BBL 2242 EAST Hwx 380 r1JLC0n AilDLAND, TX 79706 DECATUR, TX 76234 432.563.1039 - PHONE 940.6271400 - PHONE 432.563.1079 - FAX ® ' L , 940.627.1814 - FAX BBL:FSSSODM PRODUCT DATA SHEET SPRAY MODIFIED POLYMER Product Description: BBL:FSS50DM is a fast set, rapid curing, 100% solids, flexible, two -component modified polymer elastomer lining material. BBL:FSS50DM is used by itself or in combination with other materials to produce liners, wearing courses, and resilient surfaces on metal and other substrates. Its extremely fast gel time makes it suitable for applications down to -20°F without special conditioning of the component resins and isocyanates. BBL:FSS50DM produces an extremely tough film at all thicknesses. Single or multiple pass applications produce films from 10 mils to 1000 mils without appreciable sag or runs. BBL:FSS50DM may be applied in all positions and to any suitably prepared substrate. BBL:FSS50DM is inert, it will not hydrolyze, leach, or contaminate other materials, and is bondable and paintable. BBL:FSS50DM is relatively moisture and temperature insensitive, allowing application in the most problem- atic ambient conditions. BBL:FSS50DM is available in special formulations for use as cathodic disbondment resistant membrane. Uses: BBL:FSS50DM is a superior metal lining material designed specifically for industrial applications receiving con- stant or intermittent attack from contained materials, most corrosive substances, and abrasive action. BBL:FSS50DM is flexible, accommodating movement of the substrate, yet strong enough to remain intact under all conditions except major structural dislocations, With or without reinforcements, BBL:FSS50DM may be used in transitional areas with confi- dence. BBL:FSS50DM may be used in interior or exterior applications. BBL:FSS50DM is recommended for repair of other films, may be applied to metal and other substrates, in new construction and in cold weather conditions. Ideal For Applications In: * Industrial facilities Water and waste water treatment Manufacturing facilities • Cold storage facilities • Conventional & nuclear power plants + Food processing facilities * Marine environments . Pulp and paper mills • Oil and gas transmission pipelines * Bottling and canning facilities Advantages: 100% solids, meets VOC regulations • Flexible, 250% elongation • Excellent thermal stability * Heat of deflection 250°F, no load • Glass transition temperatures -85°F and 450°F •1 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 BBL:FSSSODM PRODUCT DATA SHEE'i Physical Properties: Cured Film Properties Test Method T Value ypical Solids content 100% Shore hardness ASTM D2240 50D Elongation ASTM D638 250% Tensile strength, psi ASTM D638 2125 100% modulus, psi ASTM D638 1440 Tear strength, pli, Die C ASTM D624 390 Taber abrasion, mg wt loss ASTM D4060 250 (1000 gins, 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 1 13 Note: 1604 mil inches per gallon. Totally dependent on substrate texture and condition. Packaging: Available in drum kits, Mixing: BBL:FSS50DM must be spray applied using approved equipment. Use 1:1 ratio pump, with appropriate material heat- ers, as required for individual application. Colors: Standard colors are White, Desert Tan, and Enviro Green, 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. - Rubber or leather boots. - Rubber gloves. - Do not use near high heat or open flame. - Splash shield or safety glasses with splash guards. - Keep out of the reach of children. - Do not take internally 2 o 3 PERMIAN BASIN 44 Omni =0 0 FORT WORTH BASIN 8300 US 80 13131. LCOn 2242 EAST Hwy. 380 MIDLAND, 7X 79706 iT? DECATUR. TX 76234 432-S63.1039 - PHONE R 940-627-1400 - PHONE 432-563-1079 - FAX r -i i iCn.� 940-627-1814 - FAX C PRODUCT DATA SHEET Chemical Resistance: R *Not recommended BBUFSS500M Test Procedure: ASTM D1308 25°C SPRAY MODIFIED POLYMER Exceeds I Year Tat Media *Recommended R Recommended conditionally C Acetone C (washdown within I 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 Tat 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 Egmk Trichloroethylene C Trisodium. Phosphate R Blistering, Bare Steel None Toluene C Corosion from Scribemm 4.3 Vinegar R Adhesion, psi, Elcometer >2000 Xylene C Note: Applied at 2 -mil blast profile, KTA-Tator panels. No primer. Exposure to Uv will cause discoloration, no change in physical properties, 3 of 3 PERMIAN BASIN 8300 US 80 4R BBL MIDLAND, TX 79706 I!L 432.563-1039 - PHONE con 432.563-1079 - FAX I inDIUMEL-IMC5 FORT WORTH BASIN 2242 EAST Hwy. 380 DECATUR, TX 76234 940427-1400 - PHONE 940-627-1814 - FAX BBL:F5545DC PRODUCT DATA SHEET SPRAY MODIFIED POLYMER Product Description: BBL:FSS45DC is a fast set, rapid curing, 100% solids, flexible, two component modified polymer elastomer lining material. BBL:FSS45DC is used by itself or in combination with other materials to produce liners, wearing courses, and resilient surfaces on concrete and other substrates. Its extremely fast gel time makes it suitable for applications down to -20°F without special conditioning of the component resins and isocyanates. BBL: FSS45DC produces an extremely tough film at all thicknesses. Single or multiple pass applications produce films from 10 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. BBLTSS45DC 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 - Non -catalysed, non-reactive - Flexible, 450% to 520% elongation - Low permeance rate - Excellent thermal stability - Seamless elastomer - Heat of deflection 250°F, no load - Remains flexible in cold temperatures - Glass transition temperatures -85°F and 450°F + Return project to service in 60 minutes - Generally suitable for use when pH ranges from 4 -11 - Cures from -20°F to 225°F - Good resistance to a wide range of chemical attack - Odorless, no toxic vapors - USDA approved 1 of 3 Physical. Properties: Cured Film Properties Solids Test Method Qypical Value T 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 Taberabrasion, mg wt loss ASTM D4060 180 (1000 gms, 1000 revs, H-18 wheels) Moisture vapor transmission, perms ASTM E96 0.025 Get time 8-50 seconds Tack free 25-90 seconds Open to traffic 60-120 minutes Limitations: BBL:FSS45DC should not be used for direct contact with extremely high or low pH attack. Composite systems are available, Coverage Rates: Theoretical S uare Feet Per Gallon HIS 10 15 50 60 80 100 125 r 16-0 107 32 27 20 16 1 13 Packaging: Note: 1604 mil inches per gallon. Totally dependent on substrate texture mid condition. Available indrumkits. 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 Envito 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 Clean Up: Cured product may be disposed of without restriction. Excess liquid W and 'B' material should be mixed together and allowed to cure, then disposed of in the normal manner. Product containers that are"drip free' may be disposed of 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 PERMIAN BASIN R FoRTWoRTH WIN 8300 US 80 13131. LCOn 2242 EAST HWY. 380 MIDLAND, TX 79706 inpinDun DECATUR, TX 76234 432-563-1039 - PHONE 940-627-1400 - PHONE 432.563-1079 - FAX :i i lcn 940-627-1$14 - FAX Benzene PRODUCT DATA SHEET *Suitable for immersion and/or splash and spillage Chemical Resistance: Benzoic Acid R BBL:FSS450C SPRAY MODIFIED POLYMER *Recommended R Test Procedure: ASTM D1308 25*C Exceeds I Year Test Media *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 I 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 1095/20% 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 Trichloroethylene C Trisodium Phosphate R Toluene N Vinegar Xylene N 3 of 3 PERMIAN BASIN to 22=0 8300 us 80 BBL MIDLAND, TX 79706 rALCOn 432.563.1039 - PHONE RJA 432.363.1079 - FAX a a 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, Ideal for Applications In: • Waterproofing membranes • Geotextile linings Advantages: • 100% solids • 1:1 mix ratio by volume • Rapid cure Physical Properties: • Foam linings • Flexible membranes • Liners • Metal Parts • Immediate return to service • Odorless • Excellent cathodic disbandment properties • No VOCs • Applied by plural component spray (Typical)1:1 Mix Ratio Cured Film Properties Test Method Typical Value Solids content 100% Shore A hardness ASTM D2240 80-85 Elongation ASTM D412 650% Tensile strength, psi ASTM D412 2500-3000 psi Moisture vapor transmission ASTM E96 0.02 perm Flexibility ASTM D2794 >160m -1b Gel time 12 seconds Tack free 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 BBL:VF380 PRODUCT DATA SHEET Coverage Elates: Theoretical Square Feet Per Gallon Mils 10 15 50 60 80 100 125 1 11160 107 32 1 27 1 20 1 16 1 13 Note: 1604 mil inches per gaHon. Totally dependent on substrate rexture and condition. Packaging: One Hundred Ten Gallon Kit: 55 gallons of W side and 55 gallons of 'B! side, - Drum containers filled by weight, vol- ume is closely approximate. Mixing: BBL:VF380 must be spray applied using approved equipment. Use 1:1 ratio pump, with appropriate material heaters, as required for individual application, Colors: Standard color is charcoal gray, light gray, or black. Other colors available upon request. Shelf Life: One year, in original, unopened factory containers, under normal storage conditions of 55°F to 95°F Clean Up: Cured product may be disposed of without restriction. Excess liquid W and 'B' material should be mixed together and allowed to cure, then disposed of in the normal manner. Product containers that are"drip free' may be disposed of accord- ing to local, state, and federal laws. Safety: Basic safety for personal protection is: • Long -sleeve overalls or disposable Tyvex overalls. - Rubber or leather boots. • Rubber gloves. • Do not use near high heat or open flame. • Splash shield or safety glasses with splash guards. - Keep out of the reach of children. • Do not take internally. 2 o 3 PERMIAN BASIN 40MMEN FORT WORTH BASIN 8300 US 80 13131. LCOn 2242 EAST Hwy. 380 MIDLAND, TX 79706 iT? DECATUR, TX76234 432-563-1039 - PHONE R 940-627-1400 - PHONE 432-563-1079 - FAX inDuum q i mC 1 940-627-1814 - FAX C PRODUCT DATA SHEET Chemical, Resistance: R *Not recommended BBL-.VF38O 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 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 Cyltoexanol 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 E_esult Trisodium Phosphate R Toluene C Vinegar R Blistering, Bare Steel None Xylene C Corrosion from Scribemm 4.0 Adhesion, psi, Elcometer >2000 Note: Applied at 2 -mil blast profile, KTA-Taror panels. No primer. 3 of 3 i A. C. STONE PAD PRELIMINARY DRAINAGE i 5.774.1 SM)889•.7'12'E t 5".4 sn• I DRAINAGE c w BOUNDARY inx F.T FIR of I F." F.. F.1 F.10 F.9 7M F.9 F W 3. I . i.. FY] t H h I I S89-47'12'10 I 47.1 All 44).64 ��+ +■=OOD ST Cr G _® POINT A I / 6 4 Exhibit L I N SCALE IN FEET ` .r., INLET l 0 100 200 SCALE 1"= 200' INFORMATION FROM FEMA--),� MAP N0. 950215 H AUGUST 2. 19. 1995 Since no proposed well bores are within 100 feet of any type of surface water conveyance, on approximate flood study was prepared showing the effects of the well boring on the adjacent drainage channels. Runoff from the area that includes the A. C. Stone pad flows to an unnamed drainage channel south of the pad. At Point A. the 100 -year discohrge is 42.34 c.f.s. The depth of water in the channel is 0.613 feet with a velocity of 5.14 f.p.s. (See calculations below) AT POINT A DRAINAGE AREA = 8.00 AC. c = 0.70 T = 15 min. 1100 = 7.56 i n/hr c 0 = CIA 0 = 42.34 cfs AT POINT A DRAINAGE DITCH SECTION "n" = 0.03 bottom width = 11.0 ft sideslope = 4:1 channel slope = 3.00% depth = 0.613 ft top width = 15.90 ft velocity = 5.14 fps I\ 61,8 Z i Cr. W 0. 4 Cr -) 0 i I LLI J \ jW t Since no proposed well bores are within 100 feet of any type of surface water conveyance, on approximate flood study was prepared showing the effects of the well boring on the adjacent drainage channels. Runoff from the area that includes the A. C. Stone pad flows to an unnamed drainage channel south of the pad. At Point A. the 100 -year discohrge is 42.34 c.f.s. The depth of water in the channel is 0.613 feet with a velocity of 5.14 f.p.s. (See calculations below) AT POINT A DRAINAGE AREA = 8.00 AC. c = 0.70 T = 15 min. 1100 = 7.56 i n/hr c 0 = CIA 0 = 42.34 cfs AT POINT A DRAINAGE DITCH SECTION "n" = 0.03 bottom width = 11.0 ft sideslope = 4:1 channel slope = 3.00% depth = 0.613 ft top width = 15.90 ft velocity = 5.14 fps SHED KATER . � is rAxK i BLDD QX_. --.r h CATHERINE CLANTON F 9sF SURVEY A-354 lr 2� Q� LOT 1, BLOCK 2 WESTPORT BUSINESS PARK z_ CAB. A.SLIDE 627 -� P. R. T.C. T. CURNES PARTNERS. L.P. _ / ED TAIL 'A r f (25.39 AC.) W N VOL. 13631. PC. tet D.R.T.C.T. Q DRY NC SLOG (GROSS -0.939.608 SF/ 90.44 AC r 1$7';7.862.327 SF/ 88.67 AC) PROPOSED 21' WIDF� O / la Z srarr GONG DLDD PARI( INC LOT O m ODRISK ILL SX FRPAD SITE TD EULESS<RMEV INE I 3 ' (FKA AC STONE UNIT 3X1 RO'N) `\ PARKING LOT COKRETE UNE PAYER POLE JO j' 8Y 1) .[RE FENCE iL / ASPHA T UNE STK, �Wrffa211 (IWDSS s -,6' AM / SEE DEJA.j1L 0 law MAY 10201, 13SU69- N name R SCALE N FEET 1 o SO m eD DDo ELIJAH C. CLARY SURVEY A-323 THIS SITE VICINITY MAP NOT TO SCALE) Q� G CURNES PARTNERS. L.P. _ / ED TAIL 'A r f VOL. 13631. PC. tet D.R.T.C.T. I (GROSS -0.939.608 SF/ 90.44 AC / \ 1$7';7.862.327 SF/ 88.67 AC) PROPOSED 21' WIDF� LEGEND / ACCESS RXUI IDSO _ I ODRISK ILL SX FRPAD SITE TD EULESS<RMEV INE ' (FKA AC STONE UNIT 3X1 RO'N) `\ COKRETE UNE PAYER POLE OAC STONE UNIT zx I iL / ASPHA T UNE ANCHOR V ' I OAC STONE KNIT 1N - 4 GRNEt UNE SIGN TREE f J ` \ 8 gN� UNE \.n.� LGHr POLE g / .. �._ OVERHEAD ElECTRG WATER METER ED \ EX [STING DR[vEWAY O HEDGE RQY MMMT �} 0: EEK£ F(/IE + % k WATER VALVE s� ( NOT TO SCALE)., W _- OVERHEAD WIRE TREE UNE GAS METER C �tl'F ` LIEMWT Co W WASTEWATER MH $PRIMMER VALVESAV S� < ® TELEPHONE YH ® 5T0/W MH BUSH .0.,N YAW LGM V 9Jw ® GAS MH TRASH CAN r c� V) E[ECTRC BOX SEWN r 1-160 W S J W NOTE: THIS DRAWING IS BASED ON DFW AIRPORT CONTROL SYSTEM (DFW SURFACE 1988 ADJUSTED DATUM). Revision History _ Scale: 1 "=1 00, Sheet No. REVO1 10-01-08 ROAD WIDTH CHANGES REV02 09-30-10 WELL NAMING CHANGES KEN JSB = • = = = = ®� 0 1 ® � ® A MT E R WELL R OC Al TUON AND URA1PRO V f2faLif2NTO Kap /A fd1 MAP Dote: --- 07-2(j-0$ REV03 OS -02-71 WELL NAMING CHANGES REV04 05-10-11 GENERAL REVISIONS JSB JSB s -- ARREDONDO: ZEPEDA 8 BRUNZi LLC - ----� IS tS LS lyW U UV 8C1 UW IT U9 V15888159e1 U 9/ OF PAD A.C. STONE SOUTH -- - Drawn by: JSB Designed by: 11355 McCREE ROAD Chesapeake DALLAS, Tx. 75238 ENERGY CITY OF GRAPEVINE Of Checked by: EDU PH. -214-341-9900 FAX -214-341-9925 CL--•6A--..L- TARRANT COUNTY, TEXAS emapl - officeemb-engre.com LM 11—Mw DrD.ing N— AC-STONE-PAD1 . DGN I"Wr4TZ M102 N Y DALLAS - FORT WORTH INTERNATIONAL AIRPORT PROJECT SITE L W q z cr4 3 t N n ��h air r r r{ } IARRANT 'y` !H'IkVS R1AL r Aka _ 4 r' Cemetery y GATEw BE a x FLw e VAL. .a�. 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I A � I � I iit any event, � I � I i � - I . / I I I I I I � ! - _� - l,") 10) � � � : \ I I - i I � $ 7 I - - 9 ! if a -on-Flict with an underground utiilty is discovered,,the \ _� . � e- I ­___ ___� :- � I � I I � C) I U � I I , -1 I - - _ - , �fl � I I , U 11 , \ ., -1 .�; �_,__ I � STRUCTURES- --_ --- :;--- ;��__ �,_, __� i I , ,\, i / /j ___ __ I i " \ __ !� - i 11 __ �` , - � i� __ . �', , 'I ------I--,-,--,- - � . , __ - - --- - - , � j 7_____ z:_,�:'_ \_ j \ - I I I PROP01.7ED: : 1ONT0 R S --��� I i � � --- I : , � I . I i a it unicate the'd.i.scovery of the I \ I 1�, -.-, I I — i U: - I I ­ - ; � � I T S: i : I 11 -_ ! � I 11� I TO BE CIVED - 11 � -, - � � I � � : !El ROCK I � I I \ \ ­ I ,,,,� � 11 1 1 TOP OF CR H D I - � — " , _�� - I \ 1� � ­ . - � . � I I � I c -1 ­ I I - � REM I / - , I � '� li,� I \ � ­ I I I 'I, 11 - - I - I � � i I i I I � I . I : I ! � I 1� � I I I I __ 71 � I �111 f I , I � I .1 : I � i I , � I - I : � '\ I - 4, I �10 I - ;:. 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I I `-�-,, *,,-- 1, , I I- *1 I � � N � i � operations, and any and/or cl I ent damages to.focilit;es, I � /'. ., �,,. / 70 �-*- 5 0 11111-� - I I I .1 I., � - � I ��.'ri'-'I',�� ! � a �, .,; . -��� TYPE BFLEX BASE I _R:M = 557 'L (D ' 11 , I 11 I / . - . -1 I ''I I �R ... � "I , I I I I I / i L I : i __', � \ 11 � I ------ - ------ �� --------- � . ]­ I I � �- ! i �� i I , � � I / . � I .­ ­ , I . I I .11 '� ,-? � � � � ! I i \i � HII I ? ) , I I I- � ) 1� , '' � - I __ . I " I., _-1---_ I I—— '. lL ­ ­ I " _� - :� -, � / - -_ ACS -3 - - - ­ � ,: ; z ! � � � ___ _', / I "t,'j" � ___ 1. . . I I ,_ �, ',- , " ; I � I i I ,-, I � i � f . �,,�� - . ; _.- � ,-�,� � j 8) All excavated moter i a I nol- used cis -4:: i I � w 1 1 1 be removed fro m, . t � I - / , 1 yg;�, � - �, 1), 11 1 (P __________-4_ 1 f �. 562-37 _. � -ON— .0% / - I lk;,,� I I - I . 1 1 �z v _rl � 21 � : r � _� V ' i I - I i I � L -P, � . � i , � I., I/ I / 1, , I I I 11 ' I - , � I __71 I : � : : I I 0 ,- � �, ; i I � . 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I I - � 11, 11`11 1� ; ' ___-��: � . . �, . 11. 6 1 1 "' - ­ 6 , ­ _ 1 ­ 1, � , � ' _�.. � ,, _. _.- __ -,- - , " __ . -, __ , _ , I I ­ - I -1 I � I I I I � . ­ 1. I � I I I I - � ­ , ­ - -­ ­ 1. - 6 ­_­­ ... ,�7 � - ­ 6 1 1 ; ,,,, - � 6 -_117 I.. ­­­ I ': �11 � I � 2 1 6 , � � I r ,I I - " "� . . I - . ; . I . � I ::-- - � - ��`­ �--_-__�,_­ "', ;,V, �, ­:� I - I \V;� '­ ... w � , �' � � ', � I/ Y� , 6 � " I., I " - I I 1. � I I .. � ,._--,--7 . .... ... ... - i , - . - ­ , , ­ _ ­­­ .1 �_,� � , __._ , �, . �, 'i -, � - ,; �, - - . I - ,�', , - -.1 1.� '�1111 11'1�� / , _._�_ - _51,4�K __1 � .�� / � � ,� , i . � - I., , , "" ,, �,� .- � -, ­, ­,� � � - , - -,. ,�. - - - - - , , " I ` "'.- , , -- - � I .0,0 , : * / I ,� ,_,�, -,� " . � , � I ; , ., � �, , ,. " � - -.- - ­­ -, :, ­ �11 "I-,--- ­ 1'� -,',-y'7 ': -_, , -,�:-.."-'­ __" I . - __ , - ,��,, - .1-1 I I .1 I "I'll. , ­� ��:_ ,-_,,_-,- ., '� -, - e 11.1 - . " " / " � , , I � : 4 ", , , � , , - � _�� - ,- �_,_:, _,, ---,, , _,�, , _,."': - "� - - - - : , _�`� : - � � , ,' 'i I � _ - - � � , , �� �� 1 _ - -,� -".." �,_ I , - I 11 � - ­ - 11. -11-1 1--- - _", ;� , ;, , `� I - ', , , _ :: - -, , ­ 1L., ; - 4 , , , - I ­ __ -_ , , , ,�: , ,�� I - - ��,A'11' � " � �i_�,;,� ,!� � -:,2, , :. , "I _1 ... !� , - - � � ".; ;'� _� - ­­` _., - -_ , . _\ , , _ , - � - ­ -a! L_'� , ,� - _�: � " - - - �/=:1.==== ,�­ - \ " I � , � , - . , . I . , " � __ ,: 1, �` � - - ' ­ � L ,� y 1/1 6., ,�,, I ; , - 2 , " ! ,6,. / I I i . � , L I , �, : ; _ : � I � I ;\ , % 11 , � ""�� , ' 6 , � I I " I "_j � : � � ,� � , I I I I I - � _­ .6 1, , Chesapeake Energy , � I � �, ,/ " I "I , � !;­ I I : , I . / / / I/ � - �. / , " r � / / . _', I : 1_1� 6 . I I . - � 1, � "" "I � ; CASE NAME- , / 6 1_�, , �� ",_�.,�' , I �,� ,� / �, 1, 11 " : , � 11 ­ - � � SWB�05 � I : , � - , / . I - I, __ --- �, : \ I ,� I I I � ­ 1-1. I / - I / �" 1, , 1, � I __ _,_ 1, � - � 11 .. , I 11 � - "! CASE WNIBER. / 11 -11 - ' ,�� 3 -- ' 11 k � � I _ I ! ; ' I -1 . f / I .- , 6"" "I If I , zaw=�R­11 �­11 - I LOCATION: a740 EuTew-Grape0w Road . f y / I / , :., , ,�,,_� ,6 " I ; :: "­_ _­­­ �, _ ." _ __ ___ , _ __ � 1� I ­ 666 I'll -1 , � � I I I : � I I ! ! - , . � ! 11 � , � � , : 6 i � V, I I r� ! I I . � � I I I / / � . I 11.1 11 I t 1, Blork 1, A.C. SWe Add ion . , � t � I I ,_, �__ ., — I .Cl I I I ; , I � � ,I 11 � ,-,, � -, \ � , � I I �, - -1 1, � ... .... - 1\ \16--1 11 \ � � \ 11 '. � _� -., 1, �,_ I - , __ --6- ' ' ' ­ ­ , ­­ - 1_._ i SU08-05 APPROVED k,JVITH THE CONDITION \ .6- - ' � � ­ , 11 I � . I .,� 11 . I . , I - --f ­& '6 6 6 66 ' '6 6 '�� I � - - __", 1� 6, 1'� . � ; I I 1, , :::�_ . <7 0, � -11 � 6 \ � - - , , �,_ " -6., 1, - THA T VVITHIN 90 DAYS OF COMPLETION OF ' 11 I I I _ ________ - ______ 6 � __ '. - MAY I - _i� \ � : __ , : 1, \ PRO CESS ROAD , ,,, _�\ I-,,,,,- 1�,' i r- \1 OR J SCCR \ \1 - 11 - ff, T H IC K TXD:OT TYPE 6 FLEX BASE ­_`­,�, ­-,,,", ­, , \ I I � - I_- ' ' '6 _­ - / I R FRACING OF FIRST "'ELL THE MASONRY 11 \ -61 : 6 9' 61 0 g 1 �.6 :( ' \11 \ :6 1 �11, ., I � , -, - VJALL AND LANDSCAPING BE COMPLETED I �� DATE *. [Q :11 I 1 6 "' ' - - 11, I �, \ \ I "I - _,_,� 1, -__ 6,, -� �', '_ . - -1, - I- � " �, \ ' ­ ­­­_ - � I'- - I , - - 1;2� I . � , 1,� � . AND ­ L ' A 6 NDSCAPING ON TH EAST SIDE OF -6 : " 11 \ - , I I '_11 _�_ ,,- " ____._._ I , -1", , " C) , : 1 E 11 � � � - " _� ____ "_ _ 1_______,_ \ , - : --,------ I ,. �11 " I I : - 6 - - \ \,� 6 � \ I N ,_� I. -, ". _­_ _ - ­_ - " ­­_ _ �, � - �_, ' 6,_ /__ '7 I I ­� __ I _,__­___ "I., , ''� DRILLING SITE BE ADDED WITH WAX MYRTLES d \ PLANNING AND ZONING COMMISSION - ,� - 1: I" _ , \ ___ . 1, - _ .,�� 1� , , � - \ - , -,,. -\ '. 11- __ � -"-6" ___, - I 1\ "" " �� 6 1, : I-," I � _ .. ,_ 6- 1-1 PLACED 1 0 FTAPART ON CENTER AND ONE -1 i 66 6 � I ,,, \ , - - " _ - I I 1, - 1, " __j I '1�1 . I I . - , - ' 6,.., - .1 _ � _.. 6, ' ___ , - _ , " _ _ .1111 ­ 6 -- . 11 - 6 _ _ 1� 6- 1 1 6�� _--_1 1\ 1. 1� I'll \ \,�� '_-6, .__ , ___ �___ 1, ­ - - --l", ., , I ,,, "I ___ �_, � ... � , ,,� '. - 6_ 11 Q - __ ___ ­_.­___, 6 __ - , / ": I . I I _ _ _ _ �'.,� " _ _ _ 3) INCH CALIBER CANOPY TREE FROMTHE - -11", I ' - - � I - I " 6_ 1 � 1, - � I ,- - 4n /Q - I : : 6 11� _', � APPROVED TREE LIST EVERY 50! INEAL FEET _\.1, I : - I : � �, - 6 \ 1\ , , __ -- ­,'_,� _­ `6 ,_ \ \ 1� � � I ­ � (:D , " " , - , ­ -, , � : : " I " I ­ -11 I ____ 1, , ' 6 _ __ I .1, I , , � , I I , . � , I- __ , _ �., _ _ _ - ----. ,�, ". , - 6 - __�� : ,� I 4_�C I �RMIAN��� � \. __­ ­_'� , - -,----,. ­,__,� ____ __,____-__1--- - ", 4�1 C3 I : I �_", I 1, � - ` - - "' ' '_ "6, '. -, - , - �, : I I I �.'. '. I 11 11, . '6 1 __ _­" 6� 11"", �,, , "�', , I � \ I _ '�11 1, - '6 , - _6,� 1 - , - I � - _-1- ­­­ �­_­ ­�_­-' ­ " ­­­ , - � ... ..... - - - - � - - I . 11 - - 1'� � , ', �, , - . `_­ ", � � I �Zj I ­­­ __ - __ - , _-6, ­ _ I I- I 11 ­­ _ ,,. " 6 ­­__ 6 1 ��, ­ _11', __ � %q `111� DATE, __ "I � 11 'I'll A , ' _'__ ­_­ ­_ � ­_ " � -­ -6 , , , �, " I ____, : -, ___ - - ­ ... .... I I ­ __ ' _­ '6 ­ , ­ ... -11111 " � i , 1, ,I I a I I (S ('08 _ . __ , _ - - '�1111" " � ,_ 1- I- , , __ � _, __ _ ­­, \ I I ,_ I ­- ".. - : I _ _, � 11 � � ` I , : I , - -1 1-1 "I __­ - : __ 11 �', \ I � /­�n,�"",­, "',;, " 2 __ I __ I - -1 ­ - " , " __ ­ " : , , _ _ _ ­ . 1, \ � I 11. , , "I " "' ____.1 .... ..... FLOOD PLAIN AND FLOOD ZONE - -6- 1 , �, : I -- � " , SHEET: � ­­ - " . , , � 11. - I - - , - " , �,� 11 I \ ��"",`� '1'6",","�' ;'1,1_1 '1z ",-' '11'� ,;" ", �� ,"��"_ — OF 11 _-1, - �, ,� , ,, , — 1� __ -6 ... _ _ , - - ­ ­ 6 ' , 11 \ -1 �' _ , � ,� , I � , - I � . I 1. I - I . . . .. . 6 . . .. . ....... , I ,-,-' ­ ___ _ 11, \ � \ , , %,", �, ""', �6,"`," ' �Ilal --,,� � � 11 , I �"" � �� � , , � : ��, - , �,, '6 1 11 I -;, , , " I I , I _ , I I �� , 1, , , � . I '. 11 / -1 ____ ,_ , I �, , 1� , , , / " i I 11 "�, ,4 1 �, , ,. 1, , , , - - , *1 �, , f 11, I � \ - - _ _ ....... " ;X1 �, ,\ " . ,--". _­ -_ , � �_ , I " - . � ' " I ,� , ­ .� p -.-, 1 - -_ i I � ", I I � I - \ 1� 1. ," , ­ .... ­ 1-11 � \ � �, -6, �' , I" I- - ' / - - '6,� - --.-- . �, 1 , __ 11 \ "I APPROVAL DOES NOT AUTHORIZE ANY WORIK '6 , - � I '� 1 `-6 ­ " " , _ ,� � I : ., " ,_ �, \ � ; � 11 I" " ,- 1- �, _1 "6 _ �, \� � 6"' -6., 1 � \ I - - I \_� , , ', '6 , 11 11 / .1 "6 IL, " , "� " � ' ' ' '6" ' ' ­­ � ,�__ , � . ,� � _', _ \ , � k \___ ... :ODES OR i \ 11 ,,,� I", ­� .� \_ - /11 " - �'. 11 � � -, IN CONFLICT WITH ANY G . : , 1. , ,. �. i � 11 \ I 11 \ '­ �, , , ,6 " - ', , - 1� � � .� ' --,6:- -_ I � \ I I - � ­ ­­ --- - - - , - % \ `� / / k - - - - - - 6 1 . - .� ,� . I , '6,_,___ __� .�,, 1-1111,, , // I %, .", ,11 " I "­ __�� ORDINANCES. , : . 1� I., ,� , � '� �, � i ., : I I 1_ - " " � 1',,� , '6, , 1'� 1�, I , 1, 1, 1� -- - ---- I" " 6�, '6_ \,_ __ __ � \ "_�� __ _____ ____ _1�1, � __ _, " . I � - I- 11 -1 .. ... � , __ . _ I 1, !i 1 ; ! : : 1 1 ,,, " I- �, - ,�� " - - ­ _ " . -_ -- I . /6' '__� "--.,- 11,"', '\ .___ - ELOPMENTSERVICES �: 1 : �i � ; � � : I , 11 I, _', � - �__ - -- - - - . -, - I -- --,,, : - , � -_ I - __ _­ ­___ ­­ --- ' -_ '6 - ; -,, " I " " , � I � , . I - I I � -- ­­__ - I I I . I I . I I . � I 1 6 1 - I 1 6- � 1 6' ' 6 -1 I - 66 '- 6 1 1 , 6 1 1 1 . 1 6 6 6 6 1 6 - 6-6 6 ' -666 '6 11 . 6' 6' 6 ,,j��6 ' '6 ' ' 6' ­ 4 --- - __ ....� 66----'- - - 6 - -_ 6 -_ � - 6 6 6 1 1 - I - I A. '00 - - - 6 1 -_ - I I I � I I I I I - I - I- - -6 ­ '6 66 1 1 1 6 � . ­ -_ 6___ ­_­ , ­ " 6 .... - I I I , I , - : . I . I . I I . : I I 1 6 66 1 ' � : I �, : . � 6 6 � I I 01 1 : T : : 6 6 6 � I ­ I ­_ I 1 scal e: Sh:113et No. :: : - __ I - I Revis+0r) History : K I /-% 1 = 5 � :1 F : � K I C . : ;� .. .... � — ; 11 I I . I � I : --a i : 'V . I 1 6 : - � 6 =-I I I I %�..,..r = . ,10 : �; : : �� INU IN I I I : I . I I C" H: ES AP E AK E 0 r` E R AT I I � 1 _6, 11101111M a 5--, � I � : 2 i : � I i I , MW A MEOW _= � � : . : � I I I I I 0 1 1 'm 6 � Datem 1 0-2 9 -08, � I I EW = MW AWW ^ V M I '- . � � : 6 i i 6 . W AWft to 40: MW a I : : 1 6 ANNO 11 11 : :: I j � - : I I I I i __ : - 6- 6' 6 , : : I - : I I -1 � 1 666 6' '6 : : G " EROSION' C01"TROL PLAT'' 6 - - -1 - 6 1, - X : � RADING AND IN IN 1 6' 6 6 6 6 1 6-1 6 '11: 1 66 , ; � 6 11 6 . . 66 -� , 1 6 6 1 � DrC]Wn b 6 � 6 1 66 �� 6 ­ -11 �w� � �, I Y* 6 � 1 7 ,, - � . : 1 6 6 -6 6 - I - : : '6 " � 6 - I I - ARREDONDO ZEPEDA & BRUINZ, LLC � 11 I , � 6 � � 'i � "'�! 1 6 �6 11 6 , I , 1 6 � � - 6 � I � I _ , 6 1 : I I i AC STONE SITE (SOUTH) � ; I I : 1 6 . � % I I , jr� � : ' � � � I : � 6 6 ': 6 1 11 � I 'i ." 6 Des i gned by: � 1 11355 McCREE ROADI r ea � 6 ,i � I f I I __ --- __ , � I : ; I � .1. I I I ; ' :t _' 0 ill I I I - � DALLAS, TX 75238 E'�I � ': R -6-Y6 'i 2 : f : : I i � I � : I ! : ­ * I ! : CheSapeoke Energy Cor , p 11 oration I Che,cKed by; L AVERY , ! " : ; PH -214-341-99:00 FAX -214-341-9925 � 100 Ene6r 6 , W 6 I I 11 ,g I ; �� I I I Ill i I Fort Wortfi, TK_ 7102 ii D I : 1 6; ", - ­ &­W.ft�..060* - � 1 6 6 - 6 . ­ '6- __Nl� 1 : - / - - 6 - I I - 66 - ' 6 - 6 - I � ­ , I I ­ I I - 6 - - I 6 - :" - I- I- I I - - ---66-- -- 6 '6 - � 6 . 6 5 ' , . . I ­ _111111-1,111 "ill - . . - . I I I I 11 I . . I I I I . I I I I . I I I . I I I � S� : 6 R I ., . : 6 00 I , I I I I tj 'o � 4Z a . I I I S . I I � � I 1 6 1 � I I . I 1 6 i � � I I I , � . I � . 9! CASE NAME: Chesapeake Energy CASE NUMBER: SUGBI-05 LOCATION: 3740,Euless Grapevine Road Lot 1, Rlock 1,A C Stone A-dd,,n MAYOR DATE: 412/1,6108 3 r-ach transit"ons should be no steeper than 1 and 69. The oppo I a constructed as directed by the Engineer. 4. The constructTon, it foundation course shall be flexible base, bituminous concrete,, port land cement concrete or other material as approved by the Engineer. 5 . The construct:i I * on ex 1 t sho I I raided to a I I ow dro I nage to a s ed iment trapping device. 6 n . The guidelines shown hereon are suggest o ly and may be modified by the Engineer. 2 kl� X 6 Treated t I mbier p I anK /Railroad ties V - Typica/ dimensions 8,14 X 1011 X 81F 9WARM 4' Min. 3. T/he treated t 1 mber. p lanks shall be #2 grade min. . ank sh uld be free from large and loose knots.' 4 T \y T e gu I der I i nes shown hereon are suggest Ions on,l y and m 17 e r modifled.by the Engineer. r44 -=W� TeXaS Deportmnt 6f A r AfDesign DIVIslon (Roadway) TEMPORARY EROS 10N SEDIMENT AND WATER POLLUTION CORTROL MEASURES:! CONSTRUCTION EXITS Shoe:t 3 of 11 EC (3) -931 FILE, EC393.DGN DN. HEHELICK HEJ BGD K: TxDOT JUNE 1993DISTRICT FEIEL AID PROJECT SHEET REVISIONS F --COUNTY CONTROL SECT JOB HIGHWAY SILOR16*05, �.®x—k,.._x._..X®.._Xx x sd x z€ x x x Xa€ x x x x x x 1 j s€ 1' I {ai R'}PFJfSIP i a:f '� 1 'T K m `>�wcfus E 1 m 0 ffi 6 'LLJI I- 0 x PIPE RACKS � P1FE R4CPfS X U ci p .CHAT N L I NX PENCE 24` SECURITY GATE WITH KNOX BOX AND KEY SWITCH ,ACCESS x { l GRILLING DETAIL j SCALE "1 "= 5Cd V. CART ER AST 4 s8, Pew 1244 T. C. T. z 48" RCP HEAD WAL- � GUARDRAI IDEd By CHESAPEAKE - THEIR APPROXIMATE _D I NFORMATION. PE IEPICTED EL ETP GRAPEVINE. 0WN* ER s 752071 c $" SRF BEARS 1+ r get 57TH DT A LO—STORY s 589° 52' 48 "W 25 , 86' �: i � f LAS FORT f WORTH WESTPORT BJS tMESS PARK 1' � � � L� I . BLOCK 2 ELEC r �i � � e �yT 7 :, u. - } _ BLDG r E S T P { { p y- K � C % � � 1 t .. g,' �y p� h p x'"` 1 1 I r 1 . 4Y,_. ,... : 1_3.1..✓ f{iL ti�`T +fC, _?.�J�i ':. f""ia.:.:11'r'XL d -a .: r „, E CAS, Si__( 11 8 1 UTI. I.Y F_ASE3v1E i--� I t UAB. SL _DE 6lC�G Twp - -- i f T® Cm T -7 v C4E3,', A. SLIDE/6347 P K CAB. � �L_�_ 5 �7 � �,1�.����,�,�,lh������,������,ti;,,�.�'*'_".��,���� �, -,- E r ��CiR, �';� i t I ( tt ;x' l ;'�. 7 r H, .T C. r R;T« C (� I LCONC IG S OR .Y._ t' , a o av C W tt 1 r><C PLI�ra � � � t � i 1111—A.— iII �GA�3UTILITY = T L Y _EASEMENT ! 1 :f� .�� P s I! ATE \ , , 1 ,P ti{ rA, SLIGS4947 0 INLETSur I I ___ �_ 47If 1 v a c° \ r� Y i t VARB� sage �K -,- ' 1� , 1 . r, 1� 1 Fork? EXISTING r I[ 4G p t 2 } : Memosai ( E p GRAVEL ROAD � ry � x I ! � �, �`Cgm� e�� t 11 / �; F , � ! kava ---- x �' � TTY P G' A P ` V m_ ASPHALT PARKING �LiT ~--t. � C . �' o c l �E j r _ -- � '. '"`�,, � t R . C� . V� r DEDICATION) .: ! ; �, I Y ! �1L E . � -• 1 �C cY f E I rTuF', ', x i �a 'S , � � ��T. E��. a� 9 1 � t�58� x .eta „C<T, t €, i � y x INE ar�xr�A�T��H LNK E � � V3 x f POST, 6A 1 E , ALFF YELLOW CAP LCIPMENT SE DICES (13. 76 AC.I GUARDRA I L I` 82° 36,' 07 r,. �. �� CHESAPEAK E OPERATING, INC sc o€ee. i'" 1itf Sheet No. ; do= AW DRILL IIN SITE PLI Date* 10 Drawn by K DAILY L�AC ON STONE SITE SIT I p a 11355 'CEE ROAD I 1 CITY F G �I ' De51 gn d by® K DAILY � p�� �a DLLAS,T752'38 PH -214-341-99:00 F 992 Chesap ake Er or, braIior�_ T R NT COUNTY TEXAS Checked by: L AVERY �� Fort Wo x'(02 ro i C i Nam 1 t, TYPE DIAMETER,HEIGHT I PROTECTED REMOUE!ij 'mob rr,r,fefj,�irl`s; � '�'•a�1.�' is'r.'I �'.. 7t,15` ;.j r {',f''It YES i I lrf, t'. ' ' 7 YES YES ,ES r i, i3•i es idea Gleam 8 8_ !Ie e' 1 7� ; E, /k r I z l 4 'f r c J E, r s 1 , r 8815. Red G ed�ar 7 25 YES Y ES 881 Red Gedrar 6" 25' T( --",7E--S— E,_ _ � ._ � LLUII 35' 25 YES NO YES YES SIT LIu �C�y�YS � ti tj a�� YES r B r r f removal.=s A4 J � 'Y � t —A5.�+Q °YES s t r i Live Oak 3 ES �S Ll i LLAS — FORT WORD t, P IN ATI NAIL AIRPORT Ram I'M, >i � ,iii. r .� — .Qai . ;, � n — — — .gin+ — — — .tee — �aans ate» ar,m.: «�.. r� : : : : : 7f�Ai—P�Is'6C'. I fffjjj 3 \y p l ILL e21gjor eme {i "_ : f i r f , I fi f, ELAJ MEA4 VICIj �, tF f (N OT TO SCALE x WELL S1T d a t A' �I I , k— B.—.. — — ..a ,r — —, — +;—,,. 88 852 Note: LE T ( FEET I trees lobeled with a number, on k � fthis plan, are described in the T'ree Q 25 50' 7' 100 { Mitigation Table t4 9 r r.. SIC �r L_ 1 0 Y• ri 9':P Ratchifn heel ' 1 � e °' a — NAME=! swammoms MMM 'EMB t. matchl1r e� feet � � I Well Site r Mitigation t, TYPE DIAMETER,HEIGHT I PROTECTED REMOUE!ij 'mob rr,r,fefj,�irl`s; � '�'•a�1.�' is'r.'I �'.. 7t,15` ;.j r {',f''It YES i Reddar lrf, t'. ' ' 7 YES YES ,ES r i, i3•i es idea Gleam 8 8_ !Ie e' 1 7� ; E, /k r I z l 4 'f r c J E, r s 1 , r 8815. Red G ed�ar 7 25 YES Y ES 881 Red Gedrar 6" 25' i1,. r e `4044i --",7E--S— E,_ _ � ._ � 1 r I 35' 25 YES NO YES YES rF i I� , See sheet 7 r ff � I ,I LIu �C�y�YS � ti tj a�� YES r B r r f removal.=s A4 J � 'Y � t —A5.�+Q °YES s t r i Live Oak 3 G. TYPE DIAMETER,HEIGHT I PROTECTED REMOUE!ij 85:82 '' Pecon 7t,15` "ES YES i Reddar H ' ' 7 YES YES ,ES es idea Gleam 8 8_ NO YES 8815. Red G ed�ar 7 25 YES Y ES 881 Red Gedrar 6" 25' YES --",7E--S— E,_ _ � ._ pecan Pecan �rr� M r tle 24" 1. 4 35' 25 YES NO YES YES LIu �C�y�YS � ~�E� a�� YES 7" t —A5.�+Q °YES .8622:1 :. Live Oak 3 ES �S N_oteg: 1. Per the FEMA Map Modemization there are no tl od f ire associated with" th isite. 2. Survey work was completed by Z&B Eniqlneertng in September bar CASE NAME: ; aeake Energy CASE NUMBED�:{SU08-05 / J LT .isl VC ka ;f !, r f ;}, 4 Trees t be r o E I n evi R i a j r ,jr 127�i# : ., e , ; Lot 1'', Block 1, A,. . Stone Ad iti�ari � 1 f r .� .+ r i"� f" ..:•. z. '4 } : t l � ,. 1 1: � �. y, t y, � r� _ - `-� '4 s i 17 �. -t '. i. ,. ... \ , \ �,. •, e,, 's.. C . - WIAY4.+3-i 5 P"qRY 1/ , Well Site Note: '4, , s r`"s'i �''', ' ,. 4 _'\. \..:...l...�. •`-.. �\,,ti` ,',w ".`. `.`.,. ', �..' 7 * DATE. ' , Trees to be �removed 125 8618 5 F PLANNING AND ZONINGCOMMISSION 5 12738 8622 6 cal. in. , 12795 , g .. w. , .- . , '. 127965 a ru�,FCS��,�.. � .� .- �.., ,r rg, .,... n (�y^�(�pIr ,+��..,�C, IRMAN f'�"r �':..J., '`;. ,,. .,`' �:�, �...�, ,,. ., '� `,. \. ,\:�. t:�xwsuis�i JAM �`M1, COOPER !' r e4 1 .meg. 3 h� 4� "-i ""'`., \, '. •l .. 1 27J6 .., \� ; , a `,,m 1 287 s �° 9553 j, \`, \,;,t:,., X127 s ) ri � 5 � '. � rr 2723 12724 ° I 1 TE. .. SHEET: 6 OF i I_ The seal oppLeoring on this document APPROVAL DOES NOT AUTHORIZE ANY WORK was outhrrized by James A. Cooper IN CONFLICT NTH ,ANY CODES OR RL -A # 1287 On this cyte; 10/27/08 ORDINANCES, Il Ai Ea, DEPARTMIENTOF DEVELOPMENT SERVICE a. i. Shee N: ry Scale:Revision Histary Cooper Design TAMEM ]NEW c. { j� Works: f 1W MIL low AMW ALV a i -- mate: 1 /7 T( 1 AIN imam W A awl , ; 9 S TO N Hti 11355 McCIREE ROADDesigned b DL Landscape Architecture & Planningy- E, -Y 0DALLAS, TX 75238 1: itPiN �- Checked P� _ � �?� keflyC�__ C $if�C1, I rl (` r Texas y C ����� P9;�, .� 925 10CEner' �a� i ,� � � � : , , �5i 1'': 972-412-9519i fax972-412-9W3 X � COUNTY, 71472 DrawingName, Mitigation I Baan �I Frac Pond Trele Mitigation Table NO. TYPE -6-1A-METER- -IHEi�-;HT-­PR-OTECTED! RE 15isl­ Live Oak 28' ­7- 50 2 Red Cedar 5" 18' YES 6-3 Red Cedar 3 15 KES 95-04 Red Geer 3 1, NO ---I- YES :9505 Cedar EG 1 3" -13 YES YES Cedar Um 4 4f YES, 25,07 Qedor E6m .5"15 Hackberry 1 YES 20' Cedar Elm 3 12772 YES 95,09 Cedor Eirn Nth YES YES 901 Cedar Elm 4 2' YES ORDINANCES. edar Elm r 12' YES 9512 Cedar Elm 4 - 14' YES 951 Cedar Elm NO 12797 YES 9514 Cedar Elm 3" 10' YES 9015 Cedar Elm 33,ID' YES YES 12799 12snn Cedar ffl-i;-fi25' 11" F�F- 20' YES 9517 Cedar Elm Live Oak Live 01 YES 9518 edar Cedar Elm" 12803 b YES Cedar Elm 91, 18, YES Cedar Elm 20' YES 921 Cedar Elm 11 8 5 21L- YES 95, Cedar, Elm 4� 15' YES NO Ce,d.& Elm -4"15,YES 9'I 30' 9524 Cedar ed Elm 4" 15, YES 955 Cedar Elm NO 22' YES 95 26 Cedar Elm 7 25' YES 95?1 GeC ar . Elm 4" 20' YES 928 Cedar Elm 70 28' YES EVIG Cedar Elm 7" 28' YES 9'5� e Calor Elm 7" 281 YES 9531 r Elm 8- 27' YES 9552 ' Cedar Elm 4" 14' l YES 33 Cedar E I m -1 20' 2.5' YES 9034 Cedar Im 7" 27' YES T96:35 Cedar Elm 4" 15, YES YES Cedar Elm 3" 15, YES 9537 Hockberu 12" 1 2.5' NO 9538 Cedar Elm 53$ 22' YES Red Cedar Cedar Elm 9" YES YE S 95407 Cedar Elm 7" 25' YES 9541 Cedar. Elm 7" 8' YES 9042 Cedar Elm 9 22' YES **'95-43 Cedar Elm YES T -2832- '-Hackberr YES 9544 Live Oak 31 40, i YES 9�$45 Live Oak 15 -35, YES 9546 e Cedar Elm 11 3 15' YES --Cedar 9547 Elm Hack �.r 28 YES `9$48 Cedar Elm1 1 128361 30 S T�� Cedar Elm 7" 25' YES -- dei n5o Ced-ar Elm NO YES -12' Y ES i�55,1 Cedar Elm '81, 25' YES *09552 Cedar Elm 25' YES **79853 Cedar Elm _j:18 3" 14' YES 9554 Cedar Elm 31, 14' YES ;k* 9,555 Cedar Elm 3" 14' YES 9556 Cedar -El m .3" 1,V YES 550 Cedar Elm 13' 1 N0 YES 9561 Cedar Elm 8" 28' YES 9562 Cedar Elm 7- 28' YES *v 9563 Cedar Elm YES 25 YES 95164 Cedar Elm 5- 8' YES -9-5-�6 -5 Cedar Elm 5. 15' YES 5 Cedar Elm 4" 15' YES 9557 Ceclor EIrn 4'% 15' YES X. 95-9-5 C ed q r Elm 4" 15' YES 9573 Cedar Elm i 81, ff'611 161 17 YES 9575 Cedar Elm all _LQL_ 25' YES -9� Cedar Elm 7" 18' YES 953 Car Elm 2" 35' YES 9584 Cedar Elm 4 - -- I 7 4 YES 9585 Cedar Elm 10" 28' YES *s 9585 Cedar Elm 8f,25' 16129 Cedar Elm 16130 Cedar Elm YES 9587 Cedar Elm 5 16131 YES ' 9588 06dCedarElm 6" 25' YES 58 Ce Cedar Elms 77 YES YES 9590 Cedar Elm 3. 15' YES YES Uve Oak 39" 40' YE- 608 ve Oak 21 35, YES Cedar U mn 4 15' YES x,610 k YES YES YES 9,611 Red cedar. _6 3. 10, YES .161351 Kaclxbe LEY- 25' NO 12717 err 10" 15 NO 12718 Hnokbe[g 1197141 �t- 15' NO 25' Maack -herr" -YES YES 25' NO 72,720 Kockberry 9" YES NO 2=7 - 1 Hackberry 191, 25' NO 12722: H-a2lb rr' l 24 ffiNO 12723 Cedar Elm 22" 30' YES 4 Cedar Elm 9 30 YES **1=3 R�3-ckberry YES 151 NO 12726 Hdakb erry 4 15' Nle 12,7271, Kookberry 23" YES NO 12728. Red Cedar 17 -40' 45' YES j Red Cedar 12" 45 28' 12730, Red Cedar 15" 40' YES o 127,31 Hackberry YES 20' NO 732: TO -8" Hock, berry 4" 27' NO * 12733 - Chinabierry YES NO 16155 Cally y Pear 3 01 3, YES *,12735 C, El M 51, 12' YES 61 Hockberr 26' Cedar Etm Hackberr y- NO *4*12737, Red Cedar 22" 3J' YES 4" l°ed Cedar 27 7 5 YES 127391 PecanYE127401 24 YES YES S 18163- Hackberry 52Of50 1 15' NTo- 12741 1 Cedar Elm 5" _ 19, 14 127 42 Cedar Elm 5 22' YES 12743 Live Oak 14" 40' YES **j 12744 Uv7-0ak T-2-"-- -TO-T­ YES 12745 Live .Oak 22" 5 YES 46 Red Cedar 0 20' YES 12,747 Red Cedar 12' I YES 12,748 Live Oak 277 40 V' iES 12-749 - Hackberry 3 " F tYO 2750 Ce4 4' 15' YE 12751 Live Oak 28" 45 YES 12752 Live 0 d -k- 24" 5-8' YES 117E3 --Ue-d Cedar 16176 20 YES *v 12704 Honey Locust 5'f '16177 NO 11755 Cedar Elm 3, 15, YES 12,756 Huns y Locust 5" i 20' NO 12757 Honey Locust- 18" 30' NO 12,758 Honey Locust 410 NO - **12756 Honey Locust 50­--��O- WO "12,757 Hone v Locust 18 30 NO 12755 Mone Locust 12 N0 **12759 Oak 18"--- -2C� 1 YES Live Oak, 19" 45' YES 12781 Live Oak * 1276x2 Live Oak 27' -45' YES Hackberry il" 27' 1 NO Ce,40Vr-n 5" 20'- ]==YES NO. 10-Wi-Hackberry TYPE HIAMETER HEIGHT 4" PROTECTED REMOVE - NO YES 12766 H 121 NO YES 12767 Live Oak 4" 15' YES YES 12768 Honey 10- cust 9" 14 1, NO YES 112769, Live Oak 1 3" 10" YES YES 12770 HackberEL- 4f 20' NO YES 12771 Hackberry 4" 20' NO YES 12772 Hockberry 4`° , 20' Nth YES 12773 Red Cedar 5"10' - - YES YES ORDINANCES. Red Cedar r I T 'YES NO .i2795 127961 Red Cedar 3"10, Scale: NO 12797 Red Cedar V 25' 'YES YES_ NO 12798 Red Cedar 8" 25' YES NO 12799 12snn Hickory Red Cedar 11" F�F- 20' NO YES NO NO 12801 128072 Live Oak Live 32" 56' YES YES NO 1 NO 12803 Red Cedar 91,3t7'YES NC 12804 Red Cedar - T­ NO 12805 Red Cedar ill, 25' YES NO ,12806, Cedar Elm 11 35' YES NO 128071 Live Oak 9'I 30' YES NO 12808 Red Cedar 5" is' YES NO 12809 12810 128111 Red Cedar Hackberry Cedar Elm 14" m 5" 81, 25 15' 20' YES -NO­­.­ YES NO NO NO 12812 Cedar Elm 7" 12' YES NO 12813 Cedar Elm. 70 12' YES EVIG 12814 Hackberry­ '9'25' NO NO -NO 12815 Cedar Elm 7" -22' YES T2-816:-­!�ed -Cedar - 4" YES NO I 12817 Cedar Elm Tk -1 20' YES NO 12818 Cedar Elm 81, 20' YES NO 12819 Live Oak 51' 15' YES NO 12820 Live Oak 3"6 YES YES 12821 Live Oak 3" 15, YES YES 128221 Red Cedar 18" YES YES Hackbrr 42823 2 NO YE.. 12824 1-2825- _t2Skberr� Live Oak 15" -2-5-- 20' -20' NO YES YES 12826 Live Oak 14." 35, YES YES T -2832- '-Hackberr 12' 30, NO ­ YES 128331 Hackberry 5" 15 NO YES 12834[ Honey Locust 6' 15' NOS 128351 Hack �.r 30' -0 Y ES Y� 128361 Hackberry 30 NO YES 12837 12538 Hackberry Cedar Elm '15' 40' 25' NO YES YES YES 12843 Hole �t a �Locu� 5" 15' NO YES 12844 Hockbert 4 25' NO ]LES 16055 HackbeEy_ 6" 15, NO YES 16056 Hockberry 3" 9 -,NO YES 16057 Hack e�� 51, 112' NO YES 1-6058 Hackberr l-6" 13' 1 N0 YES 16108 16109 Hockberry Gedor Elm 5" 5' 1 'NO YS YES YES 16110 Cedar Elm 3' YES YES 116111 Cedar Elm _1 15' 1 YES YES r16113 Cedur Elm -15' i YES YES 116114 Cedar Elm 1 3" 91 YES YES 5 Cedar Elm 3" 9' YES YES �'51 1 6, Cedar Elm 7" 18, YES- YES ff'611 161 17 Cedar 1--, 1 m 5" 12' YES YES 16124 Cedar Elm 3 14' l YES YES 16125 Cedar Elm ,�-i , L3�- YES YES 1612,61 16I27 Cedar Elm. Ceaar -Elrn -- I 7 4 15' - YES YES -YES YES 161285 Cedar Elm 12" 28' YES YES 16129 Cedar Elm 16130 Cedar Elm 8" 24' 16 YES YES 9 YES - YES 16131 Cedar Elm 5" 15, YES YES 11613,2 Cedar Elm Y 22' YES YES 1,5133 Cedar Elm 8" 23' YES YES 15134 Cedar EIrn 7 12'- YES YES 161351 Cedar ElmYES 13 YES 15136 ir Elm 12' YES YES 16137 r Elm 4" YES YES .161351 Cedar Elm 30' YES YES 16139 16140 Cedar Elm CedarElm7" l 4" 14' 23' YES YES m YES 1197141 �t- Ceder Elm 25' YES -WES- -YES YES ! 11 i � Cedar Elm 10" 18, YES 115143 L,�- Cedar Elm 6 I YES 16144 Cedar Elm l 24 YES I YES `16145 Cedar Elm 12' YES YES 15146 Cedar Elm 4" 13, YES YES '161A7 t odor Elm -r' 0' YES YES 16148 1_ Cedar Elm 8" 21' YES YES U6149I U61501 Coda- Elm Cedar Elm 4' 4" 14' 14' YES, YES YES YES 161511 Cedar Elm 11 28' YE51 YES 16152 Hackberry 4" NO YES 16153 Cedar Elm 51 YES YES 15154 Cedar Elm�2 YES l YES 16155 Uedal, Elm 3 10, ES YES °16156 Cedar Elm 4" YES i YES t15157 U6155 Cedar Etm Hackberr y- 3" - 18, 81 YES No YES YES 16159 1'6160' Hackberry Cedar Elm 4" 20' N10 YES YES YES '16161 161626-2 Cedar Elm Cedar Elm 4- 51, 1v 18, YES YES YES YES 18163- 'Hackberry A 1 15' NTo- YES i '16164 Cedar Elm _ 19, YES YES 1616-5 Cedar Elm 4 13 YES YES 1 116166 1616 Cedar Elm Cedar Elm 4" 4 14' 14' YES YES YES E YES '16168 Cedar Eim 4" 12' YES YES 116169 Cedar Elm 0 16' YES YES U6170 Live Oak 24" 24' YES YES 116171 Live Oak 28" 25'--�- YES YES U6172 'live Oak 21 26' YES YES '16173 Cedar Elm 4" 15'YES YES 116174 16175 Cedar Elm Cedar Elm Y- 101 12' YES YES YES 16176 Cedar Elm 4"YES -YES YES '16177 Cedar Elm 22 " 30" YES YES 16178, --i Hockberry p - 18 1140 "U YES -1 �, Lt6l 79 L-±!qckbfrEy 7' 15' NO YES ARREDONDO, ZEPEDA & BRUN, LLC 11.515 McCREE-E ROAD DALLAS, TX 75238 PH -214-341-9900 FAX -214-341-9925 0 matchUne Sheef6 N mom mmm omm mma BEEN= MWEEW matchrine Sheet Ld 2 J09 "7' 1427,' /7 12741 , -24, z-,,, j 4 bn� v, -----V�i 12 V, qq \0 . ... ......... A 95111// 95 950 735 95056 6 12738 F 'N raic Pond UO -C 12736 i.12723 12724 0 9533 A12715 12722 ;5 12�1-*41 I I 534 -W9537 §560 12 7 3`0 %Z i 9551 412719 12721 1272 953s? 12731 9564 1271 B" 9 /0 12?25 rs Es 9543 12716 12717 12720 12727 / 1:6124 1 w. 815145 , 1612 3 161 12836012 12759 012762 1276 4@612761 'mr-MIM-1 7 Note, All trees labeled with a fir.. on this described in the Tree Wtigation plan, are T ble a O��F-RATING, MITIGATION PLAINI A � r` TONE, 'S` \ -11 S. f �\ UU 'TH CITY OF GRAPEVINE TARRANTCOUNTY, I TEXAS bATE: D9 OF M i PLANNING AND, ZONING COMMISSION S CHAORAN S,� DATE; SHEET- 7 OF The seal appearing on this document I APPROVAL DOES NOT AUTRORIZE ANY WORK was authorized by Jarnes A. Cooper IN CONFLICT' MTH ANY CODES OR RLA # 1287 On this date: 110/27/08 ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Scale: 1"=50' Sheet No. Date: 110/27/008 Drawn b y., KDL Designed by: KDL 7 of 1 Checked by: JAC Drawing Name: Mitigation P171 5(40: m iKievisi:on misiory �. - -- I I I 1 1-1-11 -i wmmwmmxw 'mm = son v m WSW a, muffliffiffilw AmmmIV ME= mm Works m lmm=w. — .000 Em m mw Amw V mm'm W --Iwldmmw mErm W, Ammm' W sm- ARREDONDO, ZEPEDA & BRUNZ, LLQ ROAD "355 McCRH Lanftcape AMh1teeture & Pianiving DALLAS, TX 75238 8709 BrookhDROW Dnve ftwtett Texas 75-08,9--214—341--9'90FAX- 0 2114 —3 4 1 —992 5 PH p Ire 7 -412-9519 fax 972-412-9503 92, tREPARATICN INNO 91111=07=&i IF ............. 2-imf AMOM III WORDINAMN LANDSCAPE CONTRACTOP SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS ON SITE AS RfQLJIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. MAINTENAN c4pF C*NT1?. Oi;t��*WSIFILF F*r 1"'[WEILWTUGAtL L, "i jau- P!NNNTING BEDS� ALL BEDS ARE TO BE LEFT X ABOVE FINISHM GRADE OF ADJACENT PAVING JIF ANY) TO INCLUDE 3'Of MULCH APT15P COMPACTION AND SETTLEMENT. ALL BE AREAg SHALL MAQ=b, TO A DEPTH OF V', ADDING REPARED SOIL MIXTUM AS MU19ED, MULCH AFTER SETTLEMENT AND COMPACTIOK ALL PLANTING BEDS SHALL SHALL kECEIVE A M I INIMUM 3" LAYER OF MULCH. ALL AREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AND RESEEDED. STANDARDS Fr - 991 "I'limm LIMBS. ALL TREES ARE TO MX"� HEIGHT, SPREAD, AND CLEAR TRUNI� AND�HALLHAVE STRAIGMITRUNKS. nANAWSOILMIXTLIRE ��LAANG SOIL MZURE 10 BA AS FOLLOWS - TREES A14D SHRUBS V'UVINJG EARTH COMP65T TILLED INTO THE PRIP SPECIRED. RERTILIZER W Nil il W1. 11*10wo VIVIANO# X *4 ' �OR FUTURE t*VELOPMENT. THE CONTRACTOR SMALL VISIT SITE TO:DtTtRMINE RMUIREMENTS ��RIOR TO SID, STAKING AND GUYI!jG ALL TREES ARE TO BE STAKED AND GUYED THROUGHOUT THE ONE YEAR WARRANTY AT WHICH, TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY (REFER TO PLANTING DETAILS) WEED BARRIER ALL 5ffb-S SHALL RECEIVE DEWITT WEED BARRIER OR APPROVED EQUAL, IT MUST BE APPROVED BY LANDSCAPE ARCHITECT. Scale: Date: Drawn by: Designed by., N N OTF- 1. FURNISH RTTM AND PIPING NOMINAL QWCK 60UMIW GO --QUICK� SCALE N.T.S. tv� BOIX wn c0VM 16 -INCH SIZE N �M tdH 80 tPPLE (LENGTH AS REOWM) 344�INCH MlNtWJM DEPIH OF WASHED GRAVEI� �PW SCH 40 MEET ELL 11RU (I OF 2) -Pvc SCH 50 NIPPLE (LtkOh AS RMARM �PVC SCH 40 STREET ELL TVC SCH 40 M OR: ELL I PVC MARWK PIPE �PVC SCH 40 ELL * 2* `fixe STAKE W/ STAINLESS MM GEAR CLAMPS OR EQUrVALENT WPPOIT SYslEM! IDENTICALTO VALVE EVE ( SIZE SPE ED ON PLANS R MAINLINE AND OR LA IER 1PIPE) MIN. �- Z� - PVC CAP (TYPICAL) ALLER SLEEVE =HP-M-14jr-wo u: LnCAT11 N scale: Date: =IV ANAM w MEN now IMMM AMEM AM= - Mm Amwft IV M aim IM w w"nw-norn 1 071 I F A. C. S T E F -i ulN AD SM III ARREDONDO, ZEPEDA & BR,U:NZ, LLC D:rawn by, 11355 ROAD y CITY OF GRAPEVINE Designed by: 2ChesapeakeEner�y -9900FAX-214-341-9925 �R: .6 'corporationheckedP-214-341 1100! Pier 1 fil TARRANT COUNTY) TEXAS Drawing Name: Fort Worth4 TX 764012- =HP-M-14jr-wo OA GA 0.1 0.11 OA 0.1 0.11 O'l OA Oil 0.1 'oil 0.1 01 0.1 0.1 Ol 0.1 0-1 0.1 0.1 0.1 0.1 0.1 O'l 0.1 OA 0.1 OA DA 0.1 0.1 0.1 0.11 0.1 0.1 0.1 Oil 0.1 OA DA 01 0.1 0.1 0.1 Oil OA O'l OA 0.1 01 Oil 01 0,11 DA 0.1 0.11 0.1 0.1 0.1 0.1 0.1 0.1 OA OA 0-1 01 oil 0.1 DA 0.1 OA O'l 0A 0.1 0.91 GA 0. �, 0A 0.1 U'l 0-1 01 0.1 0-1 01 0,11 43,1 01 0.1 GA 0.1 0.1 OA 0.1 0,1 0.1 0?11 0.1 01 0.1 al OA 0.1 OA OA DA DA 0.11 01 01 01 0.1 OA IDA 01 0.1 OA 01 DA O's Oil 0.1 GA 0.1 0.1 OA OA 0.1 0.1 0.1 OA OA 0.1 OJ O'l 0.1 O'l 0.1 M 01 0.1 0.1 0.1 OA OA O'l 0-1 0. A 0. A UL T 0:1 0.1-0,1 .1 'O'l OA 0.1 DA DA Al 01 1 11. DAo1 6,f 0 1 l 0.1 0.1 0.14, Oil DA OA OJ O'l OA 0.1 OA OA 0.1 OA oil O'l O'l a' I a.. O'l .1 0.1 0.1 '1 1 r" 4 Ali 4 01 om OA a 1 0.1 01 a., A if OA Oil 0 1 O'l 0.1 GA GA OA 011 0.1 OA OA 0, 1 0� 1 0.1 0-1 oil 0.1 O'l 0A 0.1 0.1 0.1 O'l 01 0.1 01 0.1 DA OA 0.1 0.1 O'l D'i 0.1 1 0.1 0_1 0.1 0, 0.1 0.1 M 0,1 0.1 CATE 0.1 Al OJ oil 0.1 0.1 0.1 0.1 0.1 0.1 01 0.1 O'l 0.1 0.1 03,11 OJ 01 OA 0.1 01 O'l 0_1 OA .1 DA 0.1 101 0.1 0.1 0A 0.1 01 0.1 GA 0.1 0_1 0-1 0.1 0.11 0.1 01 0.1 1 01 0,11 01 0-1 01 O'l 01 01 0.1 0.1 OA 0.1 OA O'l ni 0.1 0.1 101 A 0-1 DA 0 0 01 8-,-- , , �'o _. 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GRAPEVINE �OA 01 DA 01 Oil 0.1 0.1 0.1 _01 01 11 Oil 0.1 DA 011 OA 0.1 O'l 01 0.1 0.1 0.1 0.1 01 O'l 0.1 N 01 1 1 0-1 0.1 O'l 0.1 OA 0.1 0,1 0. 01 OA GA OA 0.1 'oil 0.1 0.1 0.1 0.1 0.1 m 0.1 0.1 0.1 0.1 oil v oil u 0.1 0,1 0.1 0.1 u O'l ol oil 01 1 1 0.1 01 01 0.1 0-1 01 0.1 0.1 01 DA OA 0.1 0.1 OA 0, 0.1 oil 0.1 0.1 OA 01 0.1 0.1 0A 0.1 01 OA 0.1 OA CIA DA OA 01 0.1 0.1 01 O'l CA 01 01 01 0.1 01 0, 0.1 0.1 O'l 0.1 0.1 0.1 0.1 OLi G,l 0.1 0,1 0.1 O'l u io,l 0.1 0.1 m 0 C)-' �01' 0 1, �0011 0-', a a 1 0-1 0 a_ -Plan Vlow Scale I' 4W m Ir - m M INMAL DO "ANDLIES. r, x 111Y -V GPJD. REMOVED I; REF, CIVIL I