Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1.0 Application
GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.earfield-county.com Pipeline Development Plan Permit GENERAL INFORMATION (To be completed by the applicant.). > General Location of the Pipeline (Right -of -Way): Cottonwood Compressor Station to Webster Hill 24 inch Gathering Line > Diameter and Distance the pipeline: 24 inch diam.- 8.61 miles 16 inch diam.- 0.39 miles, 12 inch, diam.--1.38 miles > Existing Use & Size of Property in acres: Please see application > Description of Proposed Pipeline: 24" gathering line from Cottonwood Compressor Station to Webster Hill. This application include; jumper lines to compressor stations and Rabbit Brush and Webster Hill compressor stations as new facilities. ➢ Zone District(s):Resource Lands- Lower Valley Floor. > Name of Operator (Applicant): Bargath Inc. c/o Williams Production RMT 1515 Arapahoe St., Tower 3 > Address: ,Suite 1000 Telephone: 303-606-4355 > City: Denver State: CO Zip Code:80202 FAX: 303-629-82 > Name of Owner's Representative, if any (Attorney, Planner, etc): PVCMI- Land Planning Division > Address: 1038 County Road 323 Telephone: 970-625-5350 > City: Rifle State: CO Zip Code: 81650 FAX: 970-625-45 STAFF USE ONLY > Doc. No.: Date Submitted: TC Date: > Planner: Hearing Date: CO. 81 22 TABLE OF CONTENTS BARGATH, INC. C/O WILLIAMS PRODUCTION RMT CO. COTTONWOOD COMPRESSOR STATION TO WEBSTER HILL 24 INCH GATHERING LINE GARFIELD COUNTY, COLORADO DEVELOPMENT PLAN REVIEW FOR RIGHT- OF-WAY APPLICATION 2007 The items below are prepared as per Garfield County Resolution No. 2005-53 and the Garfield County Zoning Resolution 9.07 "Development Plan Review for Pipeline Right-of-way". 1. Development Plan Review for Right-of-way Application Form - 9.07.03 2. Vicinity Map- 9.07.04 (1) A. Right-of-way alignment sheets, legal description, compressor stations site plans. 3. Project Overview- 9.07.04 (2) Responsibility: PVCMI Status: In progress Page 1 of 3 4. Ownership- Adjacent properties to proposed right-of-way within 350 feet of any area to be disturbed- 9.07.04 (3) Garfield County notes that surface owners only need be identified. 5. Evidence of surface owner notification and of surface agreements - 9.07.04 (4) 6. Need for Proposed Action- 9.07.04 (5) 7. Regulatory Permit Requirements- 9.07.04 (6) 8. Primary Project Participants- 9.07.04 (7) 9. Project Facilities- 9.07.04 (8) 10. Construction Schedule- 9.07.04 (9) Please see Tab #22 "Construction Management Plan" 11. Sensitive Area Survey- 9.07.04 (10) 12. Land Grant/Permits/Authorizations and Stipulations- 9.07.04 (11) See Item #5 above. 13. Revegetation Plan- 9.07.04 (12) Weed Management Plan- 9.07.04 (13) 15. Emergency Response Plan- 9.07.04 (14) 16. Traffic Impact- 9.07.04 (15) 17. Staging Areas- 9.07.04 (16) 18. Hydrotest Water- 9.07.04 (17) Please see Tab #22 "Construction Management Plan" 19. Garfield County Assessor's Maps- 9.07.05 (2) 20. Listing of Adjacent Property Owners adjacent to or within 200' of the proposed right-of-way- 9.07.05 (2) Determination was made by Garfield County that this only includes surface owners. Page 2 of 3 21. Authority of Authorized Representative 22. Construction Management Plan 23. Response letter regarding Development Plan Review Standards and Criteria for Approval. 9.07.06 24. Contact person for Williams Production RMT Co. for Garfield County to contact for Garfield County inspection. 9.07.11 25. Colorado Professional Engineer responsible for statement and certification of project, including a digital copy of the surveyed pipeline as -built. 9.07.11 Page 3 of 3 I have read the statements above and have provided the required attached information ich is correct and accurate to the best of my knowledge. (Signature of applicant/owner) Last Revised: 2/2006 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and Bargath, Inc . (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for Cottonwood Compressor Station to Webster Hill 24" Gathering Line (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT Signature Date: 4/20/07 Philip Vaughan Print Name MailingAddress:1038 County Road 323 Rifle, CO 81650 10/2004 Page 4 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 RPh. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Cottonwood Compressor Station to Webster Hill 24 inch Gathering Line Submittal Item Tab 2- Vicinity Map 9.07.04 (1) All plan copies below are provided in 11x17 and D size drawings. Please find attached right-of-way alignment sheets prepared by DR Griffin & Associates, Inc. These alignment sheets indicate the alignment of the proposed pipeline, surface ownership, adjacent surface ownership and pipeline length. A. Alignment Sheets Sheet 1- Rev. 1 dated 3/16/07 Sheet 2- Rev. 1 dated 3/20/07 Sheet 3- Rev. 3 dated 3/21/07 Sheet 4- Rev. 3 dated 3/21/007 Sheet 5- Rev. 1 dated 3/22/07 Sheet 6- Rev. 1 dated 3/23/07 Sheet 7- Rev. 2 dated 3/26/07 Sheet 8- Rev. 1 dated 3/28/07 Sheet 9- Rev. 1 dated 3/29/07 Sheet 10- Rev. 1 dated 3/30/07 Sheet 11- Rev. 1 dated 4/2/07 Sheet 12- Rev. 1 dated 4/2/07 B. Construction and Environmental Details Sheet 1 of 6- Rev. Sheet 2 of 6- Rev. Sheet 3 of 6- Rev. Sheet 4 of 6- Rev. Sheet 5 of 6- Rev. Sheet 6 of 6- Rev. 0 dated 4/3/07 0 dated 4/3/07 0 dated 4/3/07 0 dated 4/3/07 0 dated 4/3/07 0 dated 4/3/07 Page 1 of 2 C. Crossing Location, Plan and Profile Location, Plan and Profile- Crossing of Highway # 6, I-70 & Frontage Road- 12" Rulison Jumper Pipeline. Dated 4/18/07. Location, Plan and Profile- Crossing of County Road #246- 24" Bargath Gathering Pipeline. Dated 4/12/07. D. Rabbit Brush Compressor Station- Please find this information in Tab 9- Project Facilities. Harris Group, Inc. RB -CI -6401 Rev. 1 3/9/07 Stamped by Judith Secary P.E. RB -CI -6402 Rev. 1 3/9/07 Stamped by Judith Secary P.E. RB -CI -6403 Rev. 1 3/9/07 Stamped by Judith Secary P.E. RB -CI -6404 Rev. 0 2/15/07 Stamped by Judith Secary P.E. RB -CI -6405 Rev. 0 2/15/07 Stamped by Judith Secary P.E. Rabbit Brush Compressor Station- Geotechnical Engineering Group, Inc. Job 2526 Geotechnical Investigation Report dated 12/15/06. E. Webster Hill Compressor Station - Please find this information in Tab 9- Project Facilities. Harris Group, Inc. WH -CI -6401 Rev. 0 2/15/07 Stamped by Judith Secary P.E. WH -CI -6402 Rev. 0 2/15/07 Stamped by Judith Secary P.E. WH -CI -6403 Rev. 0 2/15/07 Stamped by Judith Secary P.E. WH -CI -6404 Rev. 0 2/15/07 Stamped by Judith Secary P.E. WH -CI -6405 Rev. 0 2/15/07 Stamped by Judith Secary P.E. Webster Hill Compressor Station- Geotechnical Engineering Group, Inc. Job 2526 Geotechnical Investigation Report dated 12/15/06. Please contact me with any questions. Sincerely, Philip B. Vaughan President PVCMI Page 2 of 2 111111140. �b 0 N1 f2 OF SW 114 OF SEC 20, TES, R94W, 6111 F.M. GARFIELO COUNTY COLORADO 0-{-C i -c 1 I c /11 t ` 1 j1 To MAI MCA CE ©rp t WINTRY ROAD NO. I* 0.1610.10 BM C/L 04' 8ARGATH GATHERING PIPEL DIE / •` PW4IMMM04.4S8 DMII6 C/L 04' BARGATH GATHERING PIPELINE 0G G ■ 270+00 100.' .-1060*Horhvim Bon IraldEel See NOTE * Bebe Fa SHAW b. L.ryN Awrtme1 VILLIANS PIPELINE Cam uMm ROW UA G'ri ROWLAGCSGfr G G WILLIAMS PIPELINE ETHER PID INE' G w • maSto2N2Mcc Ammo. mob CR. IR00 Ute p cHav 14iOR0e0 COUNTRY ROAD 140.248 c G To luxEcn 211*0w.yPb.6 TMI= Aorta Ab 241. Cr Row OM POVCRLINE Cons/maw ROW Lim OMR it A - PLAN VIEW - SCALE: 1" = 40' Bap 0(800124 low.004 O'N1190.810 WILLIAMS PIPELI4L . -. °o ELV 5500 g rt ¢ R 0 8 8 CY G o 4 $ G N T m F a' iv G = o F. a + ELV 5500 ELV 3Z9�L 4 MPx: me . glclrq Olvna Lre 'APlam[mMTp Of LAE¢ f a W. u t 610 P 1 E."s s 5 6 n a'X em S1 ' a ry, m a r MIC ry �s fL $ 11 2 113 nd Ra £ ,y o11 1 d N _ ' ELV 50.90 ELV 5480 _• S ELV 5480 ELV 5.70 ,.. , .: I�� a�J�� fie! •��w-��f4wcmaN rd.MXS�i�♦�7'��. �'_---. 1811.01 Hasobl .�."`"•••• :i_ R,.�c.�.�. ------- ! S Remy80.0---. OraeELAbER _APvccm Ow Tey aLAFP. ELV 5470 ELV 5460 LAI PM KTX& a 02111• WF a APIA Grab MO Ben 1.,W �m IA Pp. 2100000x0.100 WT aAAd Grab X.10 1169 ELV 5460 HS M'17P41E Factory bpa ILoem610/.6R ATOM Palm 1 140 MI ARO over L8 MI 00414E FldryAtpA Cr. 1L...lm DF c OMR. CaeOy Row ROW i BraPI l i S, . ELV WO g 0L. ¢ Cn o )n o N 0 0 8 8 . ¢ :LV I5- •- e ryH6114I URE pc, n 24 0 0 0 6 13111' Y/T x NN -5. X10 8 TF4IBE FcbV A46.67 0/406 Oml Loa! m CF .0O2 ti m NOTES 1, STRESS EVALUATION WA5 PERF0RME0 USING 'PIPELINE TOOLBOX 2006 EDITOR FOR CAS SERVO( VERSION 6.0.0' AS PROVING. BY TEC111NIGAL 100100X05 INC, SOL OVERBURDEN 810 TRAFC LOADING STRESS GETERMNATION f0R 11415 PROGRAM 5 DERIVED FROM THE-SPANGLER" (M. C. SPANGLER) METHOD A5 44BU5HE0 IN 'EVALLJAi1DN OF BURIE0 PIPE 01GROACFMEMS' N THE BATTELLE PETROLEUM TECHNOLOGY REPORT. 2. STRESS EVALUARCN WAS ALSO PERFORMED U51NG 1145125E TOOLBOX 2006 EDITION FOR OAS SERVICE VERSION 0.0.0' BY THE API RP 1102 METHOD -STEEL PIPELINE CROSSING R8LR0400 AID HIGHWAYS" 6111 ACORION APRIL 1993. THE EFFECTIVE STRESS DETERHNEO BY THIS METHOD 15 43.664 P51 OR 62.45 SAYS WHICH 15 IN GOOD AGREEMENT WITH TUE SPANGLER IAEIHOD REPORTED ABOVE. 3. CLASS 1 LOCATION-PUBUC UNIEASE° HIGHWAY/RAILROAD 0609810, THEREFORE 180.60 4. NO INDUCTION 80105 OR FITTINGS REQUIRED 1.111155 SI -OWN OTHERWISE O4 114E ALIGNMENT SHEETS OR OEIER510000 NECESSARY IN THE (11110 (SCALE CREATE5 OI TORTIO4). 5. U(UT1ES SHOW HEREON HAVE BEEN DETERMINED BY A PRECURSORY SURFACE INSPECTION OF 111E 1101N/AY CROSSING SITE. URLBY OEP1H5 ARE NOT SHOWN OTHER UTILTIY CROSSINGS AND ENCROACHMENTS MAY EXIST. CONTRACTOR SINAL BE RESPONSIBLE FOR LOCATING ANO PROTECTING ALL DAV. UTILITIES WITHIN 11£ WORK AREA CONTRACTOR SHALL CONTACT THE LOCA. UTILITY LOCAT1040 ACENCT OR SERVICE NOT LESS THAN TIHD WORKING DAYS PRIOR TO 01841112 14011 HIO, EXCAVATION ANO BORING WORK 04 THE PROJECT AREA 6. BORED CROSSING CARRIER PIPE INSTALLATION SHOW 908(014 CONTEMPLATES THE USE OF CONVENTIONAL HORIZONTAL BORING EOUPME111 05140 MEIN DRY (SUP BORE) OR NET (SUCK DOPE) METHODS. NOTES (cONIINVED) HORZ. 1 = 40' VERT. 1' = 10' 7, HORIZONTAL DIRECTIONAL DRILLING MEOWS MAY 0E EMP( -01119 91110 ABBRNIATE0 IEOHNICUES. THIS INVOLVES 1180060 A TIGHT RADIUS PILOT HOLE THEN A POINT BACK OF THE -BORE PIT FACE,- ADVANCING THE PILOT HOLE 1011 UNE AND GRADE' TO THE 0000511E MORE PIT FACE' AND THEN BACK REAMING MID PULLING THE CARRIER POE D4 A SINGLE 0R A ,001145 -BY -TONT OPERATION. BORING 11101100 TO BE U5E0 NULL BE UTERI/1)4E0 AT THE TIME OF CONSTRUCTION DEPEP431I0 (TON EOUIPMOIT AVAILABILITY AND OTHER FACTORS. 8. THC PROVGIONS AI0 REQUTAEAEIIIS OF ORAWFN0 N0. ORO -14294-7203, 7(PICAL BORED CROSSING OF ROAD BY UNCASED PIPE-. SHALL APPLY TO THIS WORK. THE 5RPULATONS OF Alf COUNTY ROAD & BRIDGE DEPARTMENT, STATE HIGHWAY ACO4CY M10 RAILROAD COMPANY PERMDS OR LICENSES 1551/E0 FOR THIS WORN SHALL BE HELD IN STRICT ACCORD. APPROPRIATE SECTIONS OF ATTACHMENT A, "SPECFICATOTS FOR PPE CONSTRUCTION'. AND ATTACHMENT B. 'SUPPLEMENTAL SPECIFICATIONS FOR PIPE CONSTRUCTION'. SHALL APPLY 10 TI -15 KW. 9. BORED PIPE INSTALLATION MRS AND BORE PO L000110TIS SHOWN ON NIS DRAWING CONTEMPLATE 40' TO 60' .0115 LENGTH CARRIER PIPE AND SPARRING THE COUNTY ROAD 1260601497 A10 ADJOINING PARALLEL EX1951N'0 PPEUNE CR0551405 IN A SINGLE N5TALLAIO4. IF ALLONEO BY THE ORILUNG EOUPMENT TO BE USE0 MO DARER FACTORS, TIE OVERALL GRILLED INSTALLATION LENGTH ANT BE 5110RRN4E0 OR MOOED INTO 780 OF MORE SEGMENTS. HOWEVER, BORE PRS SHALL DE ENTIRELY LOCATED OFT THE 0001111 ROAD ROH 110 TIE R040 CROSSNG BORE INSTALLATION SHALL SPAN 114E ENTIRE COUNTY ROAD ROW 4 0194 OF 60 FEET. -LOCATION MAP - SCALE: 1" = 1000' N 1/1. OF SW 1/4 OFSEC 20, 764 R94R; 6th P.11L GARFIE'�LAD COUNTY COLORADO STRESS EVALUATION BORED CROSSING COUNTY R040 1246 PARAMETER CROSSMQ MGR PRESSURE PPE 0.0. PPE WALL THICKNESS SPECFIE0 MINIMUM YIELD STRENGTH - ENSIGN FACTOR, INTERNAL PRESSURE DESIGN FACTOR, COM94ED STRESS SOIL WEIGHT CONCENTRATE SURFACE LOAD VENNCl1 SOIL COVER SURFACE TIRE SURFACE 1HCKNE55 BORE ONMETER HOOP STRESS CIRCUMFERENTIAL STRESS TOTAL CIRCUMFERENTIAL STRESS FACTOR. CO119114E0 STRESS 1,200 PSIG 24.000 ITICH 0.375 (11014 70,000 PSI 0.60 0.70 120 PCF 12.000 166 7.0 FT ASPHALT 4 INCHES 2.50 FEET 38,400 PSI 2.857 PSI 41,257 P51 0.585 < 0.70 CERTDICA7E OF ENGINEER LAM G. BOOYFEL7 STATES THAT HE IS A PROFESSIONAL ENGINEER (CAL) ANO L412 AURVEY 9 EMPLOYED BY BAR00TH INC., PARACHUTE, OOUIR000, TO PREPARE A HIGHWAY 080S5FIG DESIGN FOR THE 24' GATHERING PIPELINE AS SHOW ON THIS DRAWING; THAT THE WORK COMMEFK6.4 ON 01.11E 29, 2006 WAS PERFORMED UNDER HS SUPERVISION AND RLSPON08E CHARGE; THAT DIE 005100 15 COMPLIANT WITH THE 49CFR 192 PPELINE SAFEtt RECl1ATI085 WHIM FEDERAL STANDARD 1RANSPORTARCf1 OF NATURAL 1710 0111ER GAS BY PIPELINE; THAT 114E 0(5108 05 N AC00109 CE PIM THE 1ORLNL A80 0151101MRI' PRACTICES FOR THIS TYPE 1110 NATURE OF PROJECT; 110 THE DEIGN AS SHOWN 15 TO THE BEST OF MY KNOWLEDGE MIO BELIEF SUFFICIENT ARO ADEOUAIE FCR 510 IHTENJEO PURPOSES OF AC0UR140 91(21WAY PERMITS AN0 COMMUMGATINO NSTALIA09)4 REOORE7AENTS TO CONSTRUCTOR PERSONNEL. LARRY 0. 00514(0, WYOMING PROFESSIONAL MICHAEL C. LOCK, COLORADO PROFESSIONAL OY,TEER (CML) NM LAND SURVEYOR N0. 3507 ENGINEER NO. 37933 ISSUED mR mum AND DRAFT DIDREVIBW iF44w�fi10Ere/b1F16{':g7 / altifRIFF/N 6 ASSOCIATES, INC. 1414axXST.,841RE202 30ALe ROCK WRINGS, 81'37901 JOBND.: 14294 (J51 3623078 6TH 7E: 041297 LOCATION PLAN AINDPROFILE CROSSING OF COVNIYROAD #246 u' DARGA7 H GATHERING PIPEL INE BARGAIN INC % WILLIAMS PRODUCTION RMT 'COMPANY DRAWING NO. DRG-XNG'O1-1424 (Rci 0) HORIZONTAL STATIONS EL MOBIL OIL PUCKETT LAND COMPANY NOTES W z 0 CORPORATION LANDS ROW j01 �' 761.0 FEET 0.41 MILES f & TOSCO CORPORATION ROW ►02 3,964.0 FEET 0.75 MILES i i PIP irrm NDE7TECOOKNAL$ P 4101 ; �, N/A Pi4004 1mA : WOW RE Pi 420 2•441 22•ITi2*m. PI 4S1 Tf n 01.11.03. ar I d1 t 12 aBII 1 V 1 i f ax i D 2 21 i6 PI OR 10.011 111'0240•LT. PI WO 1424.3 27.68'0 4T. PI IA 101441 12•1131•RT. PI 420 2/.11.7SYiia•LT. Pi 40 0.114 W3•3117. PI 4R 40471 14.5012* LT. !ROOM COOIIOL WISPTAL MGM SIR 515 RTII RIR WILMA L23M21M 0 RECURAMIIFYB® 0 ROW CULTURAL SCINWO 1 i L-' •! d.. OCS S L4ANOWFOAO( FWIAAL1fitl11 PWFSUA1RO01 11140 E OFOTFCHNN`x F OMER EROD004710 ITL PIN. 1101 M1 E MIRO COINRMICRE01 PM 1611 pN g V OINeI11 PI T-�d1 EaI y !y 1R d 4 7 g F tl N ® -kg i p m m I R I 6 r q g g $ c c a V s : • S V 1 e R 1! 'Y� .. f 1 � . ' s %• ' �'� . v:�i'i'aT-[3 j - i .. /( 'R•' ;F -7' n« A CLASS 1 Lo4TI ON ! 3: j. A. L • L I. • i 1 r; '' i a Y DF=012 PUY3RENWINE ! }'$ �... �3.11n.�1 R �, • 4 _ „gritITT . 000 MAO Ran 1s-.' .._ �• .. ` �..` \ .. • OF- DR FFbR1CATED F966'ELER ��% :. �'N MAOP1200PR0 jP 4 s i'2* _• - MOON OONFORN0 TO IRCFR-1@UTEST COMM •THE- ' ,1 ,� �9,'�'� 9� .2.1 �R 1 'A'i ' /� .i f �1,11;'�,AT` - y 30 4/fCaTH GATLIERTIKi PI�'CL , :.,.. . '' ,{:A k ,r'.'1i7•-�NR7 � ] - _. - •T Y • ®1 _ •'\.� r Y., �- r LEGEND , tea ^ ' CONSTNUCT M -4 . 13., 70 T / ."040.00, MPCk1 bN # •, •� elft l�,ly)SV"- •u +�/ CMAC 140 STAD0N0 r . - ... . Ir, "` � j 'u.4l'.:' 44 � iY t • f Y. ,}: .. .-. f EXISTING ACCESS ROAD err 94 •' �7;-Y•T .Y. WOAKSPA4T R4 .; q Eff t[0.•, WHS Pri 1. �Y• +'':G _ 0.L• +3 . , . , _ .d ]i2* `r. .... 2Y • PPELINE ,. :l+..... _„ e. _. ;i w. ��r xil1� - -P. Sr EXISTING 9 1.- .• O 1 nr _ �L' '� ♦ N ... 5305,431 OWNERSHIP LINE �� j11(4 ENI. • - ^ - '1 .0 .. '�, UNE ': y'... -,. :---;./;. f1rP .• R° •..'3.d EXTRA WORKSPACE/STAGING AREA UNE ''..... ` g CONSTRUCRON ROW LINE -.. .. _ 0.r 1- ♦ C fCRYAIEVT d.. ACCESS ROAD ITYP IG1L) .._.. i� , (. ,,,• / 'W,17....-7..•-•• AMU. OILOORP !*•YR �'., Meet n17}LTIpp) ,. ..,' LXTTA1RA0040.T. l •IX-12iA ." .:,. ". :.:..„ e-.-.--•....,.,w.^ •- ' .. . .. .. • ,A ., ` 0.f. :': • ''iE ,_. \:: Mi.Sa'•A _ .W. L...:sa--.•.:. F'�[... '• 1 . '...F _ TO LIME K'1 ss �' { S J,'• . ' -.31,0%.- ,. ,pQj.�'. ,4 , �� �a / _1 • '.. . ,gRF •y CREEK OR DRAINAGE LIN '01 i s Y {; • f, . 4 <'yT» '�-"�"-CRECA OR OgAIYKiE LII,�RkEL1C7Ip • r I x• ^S - fJ A n[ { Y IVO RUN -b- pRO FITTI.YG SEND • rrw.c. ���il _ }�• � ,+15',3... • 1 40. .. �^/ �o ❑R RCGUUTOR r ,P�` : , , ❑ I. WELL LDGTDV G : v' . -'P• 41 -.. - .mow h,? `' 200 - \ III SEPARATOR 4 PROPOSED ..:: .r r. Apx t/ '. WELL LOCATOR v .n/ .. ^ , 1 }�-.+.r ®� a "'VVV Y' CppF,T2Y 1 ❑H INDIRECT HEATER i1.. �ti.M. I '�' A LAID F RIVER ROOK o Ik n'tiO el .. ;'";```- .y if (''' •-1 a - t -- _ �, f - F .-d; kOI�' -� SHEAVY ECTbN ALL v 0..a.. Y _ . , 1`� .. - 00FSORd1RN ❑ DEHYtC550R :=,,.a 'fi" -•.-- 'y"OPY'e< �r '. .`. r�`-"IIP r•--?^+=r-:- �ia=-LTi. ' .J/2*__/_�'f .- HYDRO TEST U ?IC '$ 3 T � '!n� 1 1r�f,�' f ^,MER � y- J1, $TA C�7-70 LEST 11 f,ry ,_. -. ,. __•.Fl2 .r„ _3r `__'�.s �REDUGER 1 z.:i1::,-r0.. _ < .- ♦ - _ r,i - _ - •f""•�, '' ,` �- _1 4 .. SUM CATCHER PIG .. _ -0.q. - __`^'•-yt ex,.,r;•�..,.--.. _ .. -.._ .^Fv.a._; .. .z (:f. .r 1 �N t: -: 1 LIOUID RECEIVESEil NEMER 0..Y, !'��k r....,_ '..-..' vv .: .. .^.••1-r.,...:... -TAPPING 1+ `'`w'yw"m""�.e•s . _.. ... TEFF BLOW OFT ' f _ aLW V GTHODIC -104- GATE VALVE HODIC J#: ::t Y .- T" >AI.'•��f n''iy' .- �". ��'�-�„"-_-� _ -DM- mu. VALVE -L TEST LEAD .. �, Kr ••�1a. - .- ..... -.� _. _ I 'S� -D WELD CAP II• r ti .. i •' , .: -- . �� -•'4 n._. S k --lei- CHECK VALVE -*WA .4.,., M,y ,n• yY ,..i 'K..... i,.�tS'sls lri+ VALVE --I- PLANE `>rq- ,�� .•. _. . L '�+YT*W .,.,,,.>,13_-tRjTr- � 70 � ... ..... . �.� W/OPERATOR CONATION w ] :T , �. / - �. ... 3 .- •r • NES ,r ,•ft I:44A,L (r ^�" BRASS CAP /� E/) X RARIPO &406048 OLSYe - _ -� -�� 7PLL n; 35LT. LOLL ED N7ATION 01AIDA NE 4, STONE CORNER RY U <zc UNIMPROVED I'- p LL AIL. ■'Ll. RO LT. - -_ WORKING BOE R 403.7. EN LT. IR IL-.! ,... L-1� �. WORKING SCR C. SURVEY CONTROL aoLD ALT. •� h 0.7 8 R a D 233.1. 22* LL i 211 LT. 6 20.17 -P- POWER UNE a I�TEiSTATE IM'V. 6POILLaO! n a i OL DL-9�SS�lE 6 R ■ F to - F Ti _ _- Z " 3 O IX 9Y m. 26RE.a d OP m. NNARRNO ROE i 1 3 2e RL SPOIL LSE 20. RT. -SLAT[ .pm. Lem.-�.. 40 RL ---- RRO , 0s m. SITAR PA ONS ROM X.4105•01 72R1.g LO m: .. KT m. PORT T OOP STAGING i OIWMGEBNLA/EA -ROAD IHNOLRIUVRPPA fl1/6 SHARP P.L EWSRENERE 0 MAY. -C- CABIF -1- TELEPHONE 0 COUNTY R0. - GAS `I•CLINC 0.i PO AWn►YWaN 1ALCa•bnO1Wok I 4.t.39X181NR1 6 -- _ i 6 4 .R y tpp-e l f a © b V RW R0. -0- DIL MUNE 0 Y.P. MARKER -6- rEVa E F 12 ...4 LP W a �I l 7e0P • $ A 20 • 1763 - M o " RI ! 0.o l >� °a_ `• a' i `$ �/•/ T4,%••••••4../ mea • � �Mrll• rt-� r 4 ` - qq 14AwIPlpi• PaA...Y32 E d' _ - g & g E 4 I �•� 2/11201•14201 c Mania Was c c c a Williams T./wucEAMe PROOUO77ONRMT / BILL OF MATERIALS REFERENCE DRAWINGS REVISIONS 4 FPTPrTnrs AssocuTEs, INC. MEM SHEET FOOTAGE COUNT _- 0® MGM A1XW YRAXM. W7VAVl t.Willr00. WM. MM rmilngl IKEI 0 DRC DRC-DTL® M� = 24" BARGATII GATHERING 0��� DRAFT VERSION-ISSUED FOR 86 13 CLIENT 60010 C0MMENT APPROVAL ��_ 1 _ IM PIPELINE mim Tr.•mdFare Mow 46. R W ' YlYlRDLOD . Y1 ICWI)I,.Y _- __- NOP 0+00 TO 47+00 D•••4TAO L74WARPRb..ONDIYONA0$1145LRLi100 MIIIIKIKEIMM_- _- SEC 34S35TE3R9SW MUM ii.11E MEM=- GARFIELD COUNTY, COLORADO IQ 00•6P1W1 U10 TSI.0 F444I01Pp''1•D1Wq ammo N4 RmJi®LN0 EIEMINIIM'I_- __-mix, NY: LGN © 1 __- DATE: 01/22/07 CHECKED 137: MRS ©•..;,. •.+ .-.-.IIIMMLIEI _ __-®5101 SCALE' I.. TTYY M MOM 1=I: 0N011OAO.PA8OS.44404 ROW WIDTHS PLAN HORIZONTAL STATIONS ALIGNMENT l CONSTRMOTION a ENVIRONMENTAL. DETAILS CROSSINGS 1 OWNERSHIP NOTES PUCKETT LAND COMPANY P11 STATION DEFLECTION 0 47RE 1Y 9 Y & TOSCO CORPORATION ROW #02ly 5 5,000.0 FEET b H = 0.95 MILES 0 $ m PIS 46.67'0 16•551r LT. P1610 67.106 32.2045. LT. R 6101 63.06.0 SP IR 11' RT. P16102 66.212 14'264r RT. P16103 7143.7 11111000. LT. P16104 63.400 WOO IV LT. PI 6106 64.474 10.0000' RT. 1 11 W' ill IS u mtis 2 1 x 2 emu m P1 6100 06.07A 10'0007RT. 616107 87.06.0 OB•6046•LT. PI530 05.785 02'10 31' PI 640 09.746 21.3444. RT. EROSION COFORQ WSJULL LENGTH STR 5TR SIR 8TR W6 -FULL LENGTH RECIM1A1ICNRffi/ RREESSTRRIICCTIONSSORKSP� CULTURAL MONITOR 81REAMMINEfINJ)6 SCO see OCB OCS UPLANO&TCPBOI HIT -FULL LENGTH FWT-FVLL1870I11 TB/NG OEOTECHNCIL OTHER CROCE:MIS FPL FT. 001 018C CONSTRUCTION ORM 13 13 0 1 < WI k o m N < b < 6 1tl b M i Q z FFii d z z d T m y z 2 z y i 5' E E - E a -A E E E 'a • -- L T-�L� � h • � .: Ir E �... :s_ ' f tAti05R PARCH.A/ q N r � , - :' ; t'J i 3,, k _ - f4T 21`TLlii4XF931 4 . • .+' l .h , L i M)4 l d 4s 4 ,t"t2 i.� ` I\' J ^ - a y •4'' '�J9C� 9''-4405,,,,,„1::;:$4 •.,)4,kr CUSS 1 LOCATION OF = 0.72 PIPEUIERINNJNE OF• 060 PPVBUC ROW OF = OLO FABRI CAT ED ASSEMBLES MA0412TOP3q 1 . x }.1 ' �y 1. t.• f .Y ' • f Ja• '`5b,,„1 : DESIGN CONFgLMS 1049-CF0192LATEST ELTON s' ' ,� , A T. _ k.�`A.� ;Y a .:ter s Yl 7 e ," 1rS - t '�, ` la i �i "•'� •1, LEGEND .1 I , i.�' J: • .;ti 1 ;:, .a ':+ yS 2. P . .' 1 s- 4 ,- = .. f Li, .\_: .3 K %: M- B 6 h j. - >< • r ✓{ • �• l 4 1 1 w�1' e''� 1 .slA. • "}. .qP 'IA ' 1Q ,'t�1 gh �,, .. �^ C • • t l A . L w i �.1.1.{;' tL -TI+V« +iy •'-+•ei.' .i. s., •./� mR O Ja"�y f ` 1 a' . ' 'f i L _: - tL 1 • 1 t1 L 1 M iN _ .a .�--.:...... ♦� Y f •:�--) y �[ 1.5 'yfrl i t :e W. as . _ .�c� 'T 1 • • _ DOMINO ACCESS ROAD -....w. •.... EXISTING PIPCUNE • • 7a t, - `: i7. \ _♦ °'moi b� �. T^ X L I Y ♦ �� A h ,t1r .• A y, , /�,� 2 '�. •, - 1 ' .• s ,} '' •.. .. l..- -- .. hk'ke+7� O O. F 4 :• . . � r .:....: _, �-- 7bs�L0 �✓ f nN f.L tray ✓� Ly, I . ': \; 4 .r•!'S� S w>� r_... nq '• 04' BARGATII GATHERING PIPELM = st -T_ �, .iN t' 7 'G j :. ,. T ,a ': Y 1A_�L y ' • t� � nl � _ a 1 -1 i .�PROPERTY OWNERSHIP LINE __ CORA WORKSPACE/STAGING AREA UNE 1 CONSTRUCTIONRAWO PERMANENT ROW NE N[ t 00 yc. 4 1 . 4,•L ..{': $.A2t12,,,.LM, �4(' . -. t - _ 7A42.0cir I+ T _ 1 ' 40 !d .i �. _ , � •', 'J, - pi A"22- fQ,r s + " L' F 7 _ . PP' I 7'..1..-.,;,,,,, "•-• y - $ID -�. V. . .. , °.1. M - '{ LINE'.. P :2 2- 4 523-35 ��' - " x" J} i`' - 'E.: 4 � r' (�,, 1 VELL LDCATIIH ! i� 17' , nt/ ;. E.> Y -�n•.s•. CV% -35 PA331j P r 1 . N �+' 1 I -'a- T�1. 'L .� A431-35 PA 332'-35 * e, AT 101 ' t4 YELL L� 1 � :Y. { PM32-35 PA32 35 /,. ( . !^ ,. J "i yj =PA532-35 A, � • t) 1 ,•,AT -+ *� "^. � I. -�� C/L PROPOSED PIPELINE _.. _.._ OR DRAINAGE RAINAGE UNE Y METER RUN INDUCnON BEND ❑ OR FITTING ® • 4•., %a t . :< "ms �LNAL SNRVEY d y. f.ByNl• S TAR . __ •' .- ... ....L g r fal- L ...,�.. J.. _ - _' ' : �, . _ . ' +'._ _.. -� �5l« i ! 1.' 1, 'tM_ l•.+, 'Exr� .. ___•_- _ - F__ ❑S SEPARATOR PROPOSED Q�� *!. ,., v �_ . • -_ ., .L[i5• �t _ '$se"Y,L •),� z'- .. .- .. WELL LOCATIO N .. - _._ - • -"'�Op PIPELINE T, S• it--'�aBG'n-` „ WILLIAMSWIL�- h Q 1N R -4-4-w. RIVER WEIGHT •. WILLIAMS .p . RWT�E78 N�aq A• -�:r f . .'• •)- _ ____ _ _ , - _ - .�_ -- / PIPELINE - - --- A' P © COMPRESSOR ~v ' - '- i .: J • •L a. ..._.. .-` .,-:-.... rl,- _- y. ..... _._. .. .� .•.: .J v ,.. .. ♦ L ` HEAVY WALL } a 4 F t' .'Y C .. rr0' DENY SECTION t _-- �°"i-4?` V• .. r ............. ...• .,...se. _,r....... •..a.., P. w. ❑ TNI , HYDRO 1[ST t . ... ..:, - ... _wr....•� + ..r_.+•.-...,..:...rer LAUNCHER �» �..,.-._.-�..•r-.•.� ... ..a.• s• w,-,. _ } 3 'J - _....... .. ,...,.....:.. w... .. Y� '''/' R` •' "'N �,/ �:-. yyR• - ,. - _ ^•^4 r.•....-... �"•°'.^"""'i _ REDUCER SLUG CATCHER PIG LIQUID RECEIVER T RECEIVER t. _0 SElir- TAPPING SLOW OFF .. ... _. � .-........ ...... - � �,� 1«.�.:svf�ww.rr.a•wA�t.'svrxll.ewav o.rAr..c t"'''''' �^. .^•,^'• ^'.'°'' - LA Si BOUND - - "..'w°r.e.�F4r••.'ul<='.'v.. F `i' _.".' Tx^..fi-1- '''''''''''''''"'"".`"'"'"=.... -1OI- PLUG VALVE 0054CM 0 ''''" • TNI ERSTATE I-20 ...y,..eA 4F .. :. �v. •yv;' -. ::, ti• - � . ..; •- .r.•;... . ".'14... -4.4 f!1e+f` .• -at ..yh.... .._.Jc•.L.-,. .'. T "r. ,.. /1.K -4.,,:'....* • "� ` _..',A". a�a+1.•. ... -." .aF AY'Z.. ,. .. ,. •w .»!.> � •�� '1%4 4 t . -:... . •._ ...,.:.. '- ..... :. U'W," ..6 FRONT e• EEyILIAD ti . .. 1. rTr.. • ./ . - • . .a' ,�. .. .. . l w•,,. y.. .`L.. .. - rY .'R -.v44 ."•M'T'4 "T• •�C+A,.(. � ' c -Do- CATE VALVE CATHODIC - UST LEAD �� BALL VALVE WELD CM 1/F CHECK VALVE ., n rrr ' 'r - . a. � � fi'�- - . , . •• M4(rt a,.a .y..A.,Bs11'e'..•••y41Lr. • t♦"a.• �,.ir S4 ' .^. . -- . .: - 1r" _,.. �� ..-. _. ., _• _ . •...rJ ll_.. - „'• ----"' BOLT - BOLT,, MLT - VALVE FLANGE �Q•W/OPERATOR EQUATION =fa * STATION BRAS CM ___- BOUNDARY LINE 4' STONECORNER -- s UNIMPROVED -- p SURVEY CONTROL ROAD " _ .. �- -, -. „ // 7 ..-. -���-! 50 LT. - b0'LT. warcic)n'C JILL WORKING BCE 25 LI POINT -P- POWER UNE 2017'. _ -2S Et .1 _R- --_ S B L 2B LT• 6 F CA a INTERSTATE HWM. SP:NL vL•E "' S SPOIL SIDE i( = -C- CABLE _24 RT.2 1. 25 01. SHARP PIEWS SHARP P.I. A 000010GE ROAD X4AG EYIS DRAINAGE XNGEWS-7- 04El0S 0 STATE HWY. TELEPHONE COUNTY RD. ONG -0- CAS PIPELINE MATERIAL DETAIL . 3 7J" gg 6 b 1V '7 810 R0. -0 OIL PIPELINE O Y.P. MARKER -X- FENCE 5<$ I scw „� U ® E E o VV S O § 8 Rim 28696eNanProdre l2D� Williams m c « \ • id m © d 2i5- g �/ WILLIAM$PRODUCTRONRAIT R BILL OF MATERIALS 1 REFERENCE DRAWINGS REVISIONS RIFFTN 6 ASSOCIATES, INC. 447E 1AocwAPRao$ ITEM DESCRIPTION SHEET FOOTAGE/COUNT NUMBER DESCRIPTION N0. GATE 85 CHK APPR w 1 Um PIPs• 24' 00:0312'WIXORKWARRXF6 4820 IF DRG-FAB02-14294 24" GATHERING PIPELINE FABRICATION DETAILS UQUID COLLECTOR 0 01/26/07 PRELIMINARY PLAN AREA ONLY. LGB 2 Un.Pw••21 Q038371WI:wa.An41.X.70 60 LT DRG-OTLOI-14294 CONSTRUCTION & ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 0 01/26/07 ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPLICATION LGB 24"BARGATHGATIIERING A Ie9Cee4r11F4EEFsmyMAW 5000 LF 1 03/20/07 DRAFT VERSION -ISSUED FOR 810, CLIENT REVIEW COMMENT APPROVAL LOB WRS PIPELINE B PIN Ce1n0 ARO Due TP.BEF•dav NON 0 LF F Trimmed E119h006 040 SR WMYaSIn CR3751W)S.pmttle 2 EA 47400 TO 97+00 O'.A CHOW; Tea Lead TweAP444744Bao041Na0R0.108N4100 1 EA SEC 26, 94695TBSR95W CPAs 020,540 Tut Lad TYp 6 Peral02 Foraip, Puss Ss ONG NA 0lGJ142)4.106 1 EA l3ARFlELDCOt/NTY, COLORADO CP -0 Clhodc MN Lead Typo C Fs.lp, Pipllre OooYy SS DWG th ORGJ1®48166 2 EA SCALE: 1 = 200' DRAWN BY: LOB CP -1) C11,o45 Tal Lead Type D CurwdTeY1epSs0W0 Nn 0120J142248100 0 EA DATE: 01/22/07 CHECKED BY: WRS 0P{ 045o40 UN Load Type E Relemee ESBv0Bs ONG N¢ORGJ14849100 0 EA JOB No.: 14291 PLOT SCALE: 1 .200 APPROVED: SHEETI OWO# ORO,PAS02--14291 g PUCKETT LAND COMPANY 4 TETER, DOUGLAS A. & NOTES VI CZ & TOSCO CORPORATION BEVERLY A. PIA 0TAIION DEFLECTION MOLE Ial Z 0 RGW 02 ! 305W FEET g 0.58 MILES t ROW #07 1363.2 FEET 0.26 MILES PI es 06.]5.5 OrtPIP FIT. Kt P169 1913 2152 WM?LTT. PI 59 107.71.1 si•1G6r RT. PI 570 +8:712 26.0'61. LT. r^ - to Vl ' UB NOV OI Sh14R.P.. °WA) £J I` Z i IJ 091 NBB PI5m 126.147 C1.2053.1.T. PI 59 12111!7 1171•!3. LT. PI 501.1 160.0.L415,15.17.17. PI WSH'•1C. 00.8.1•18- Hf. PI 551-5 142.52.4 C01:000. LT. F 42 EROSION WNW. WB119L MOM 9M 9111 1V6P1AL Mani 11 RECIAMA71h4� J -' 1W ANV aF- . DLRTIR ,.L 10(5 R O N 2 mR w2ME9M9A o CD IAANMTOPAia 9 SWT -Fill 43.092114 FWFFULIRIRM 0 x TMFNI w P SJ' 07110112R0881109 ROI 001 A MIRO CONWILL11014 iODOR Z 1 1 A 1 2 1 R W Yl ; w q - Z e g a a ,'z av b x k I` ` C G k G bA6 LI o`G 9 $ O $ & 9Ai A zi i ¢ ¢ ¢ E ¢ [ a F. yr 't , ti n i ,` 1��j 1: ' -tlt A5iv. i•}\``�`_.i is yF'9 •ice: ••�• .140..., � ` _P W 1 ``7f'''aey449ip .„,t)V�3,402 / A /i.'tf,- CLASS ION op=o.7rIrELlFE N4ll< OF • OW RAM NM OP • 0.9 FANUCATDA�HES MACP 1200 PB05Q#0 DOWN OONFORM9 TO 49O71•2EUTEETT BOM .., • S �_, PI�k D LEGEND 476 ,,P4. ✓ y TsP>, ?,., / AP '- 'A�1fT.�`!.- �\`F /re C �1.f ` / •4J N\ /eIPa1` V jiT 0') / V : / , } +1�.�1„,ayy •t,t "fix• -----.. EXISTING PIPELNEFOSTING ACCESS ROAD e--,•••• PROP CRTY OWNERSHIP LIN: -CARA WAREA LINE - t4 ? \ y °t - -.. _..//-.. •I / . . G � \ L ,c'.,, Ii._ - '' .ii/A,� .i .7 ` ,- � .. �i; �y'(�, ,T.,� .+ �` // �''SNL ♦.,•�}+, _ , - _ , `C ��/ , r t ` �i .�., - ,. , �' �� JC\,FV// t { - _ _ 1 .. _j%itL:i . _�� �yS� i�. `WCLL '�g �1;,A4 •' r. - 14A 1 1 47' �C ± ; I - _ `. .+, A4 '` _ -_._. .. r� 1 •. , e,r, 44 �Yfa �A EEK DRDUINEy��qy.1 OR wELL LOC".'.+8.:. ORRAO'OSED.. LOC_1 HEATER< RIVER WEqJ/i RORl iI!E°J UN O1 FIRIY NPAYT WA secraNl CSTLA' LAVHCNEP /. = - •` -.C..-1•s,.,2w_4` 0ARG 1!h:.+.J-. • . ft / _ 1MiCR-31.4i[ 7_To J/2#�`'� \ _ j'�. _ .�fj -- --aF ______,"'OVER 0/L F V -.-+---.�'4 \ �.•�a"",�„� TTr:.= '. ... .1 _ <.'•.+.' Z /;: , :.._ .. Al F -4_ \.' `.1 _ I � T - Iry7ER37Ai. ':la gr. �s :-,' t - •' -- A3 ._' F.� - S . ryUJ f 1 I0 EA�'7 A?.'�w T. y Qf '.•. �._ • ._ _ I .g` GJh 4 J,� G f3., 1 ' cJ J'S,J _. '1".y��,J ..?' .j.'P(.c e1 °a I q •,' ..- .`-•.w,,. _. - •�& C`,�FC�1 a •N I�1' 4fl „,b _ •'^*...,'�+'+`"� 'U( J , „ti ....� 1(7 F:Gr1p 9-„,,f,Ll •` ,. �"".-4•++t� `, r "Y ODUfiAIA! 3. ' . t -~°"w►..: •'.,_. , ` - - _ _ �:. L V 1A• � all.44 , I�RY' 11�p .:�.J..��.3r `A'�` T A'1.. 4* • ' (Di4 � vO LOcWEi FEELS -TAPPING Ir BLOW OFT' -ICI- ?LUG VALVE CATHODICT CATH 14 ___L TEST LEAD -CP- 9ALLVALVE -D WELD CAP 1!{- MCA( VALVE -I- FLANDE _q__ VALVE -6.V W�OPERATOR EQUATION BW155 CN STATION ... : _ ..-406-•'-",,.""w^..�a-_ AQY� >.. _.. tar LT �}. ••� -__ BOUNDARY UNE N FO LT ITE-1pp L I I �_1UDLT SO LT arLTI -4)- STOVE CORNER ; GO'LT. ;, I = wtT. 0 SURVEY CONTROL 70ADPROYEO }IQL2•0TF fe LT 2P Ll. Dy T? WOIWhG O[lE g a yxy POINT 2f L[ DL 1➢ g�,- 0 A I ;; f. i i a -26 SPOIL BOE R -P- POWER UNC 8 IVIFRSTAIF 1114714. O �> RE 7 ORMNAGE26NOBN9 SHARP PL DNB �•R7�ROM10N0514951 DRAINAGE XfOEN1 292 M. BIPRP PJ.dM ' MCILSR �� ROAD X�NO 19'9 STAGING A/d1 0 SIAL[ NOSY. -L- CABLE Q COWRY AD. -T- TELEPHONE E 7E �0 r. e d i� • Stg e e y� al 1 Npp n`6 S �E -0- GAS !I!CLIHC BLM R0. O -O- OIL HPELINE N.P. VA7YdR -%- ?CNCC ti 4 t v e ¢ 1 ¢. • I -,E--1-' E 111 • 6: I +FL K1• l's''--z-i. A\ «1I R hW- Q [] ®E 46. 06199 to 2R f1 } . < < _ c c c c wu.n.rash \ ( �\ \ / ���mQ Williams fU llilams �j� EA1rd PRODUCTIONIFMT' BILL OF MATERIALS REFERENCE DRAWINGS REVISIONS �..711A LIk RIFFTN 8ASSOCEATES, INC. ITEM 1 DESCRIPTOR LRFPp•SP DO'Daftwr.0"�Aq=z� SHEET FOOTAGE/COUNT NUMBCR DESCRIPTION 00. DATE 3Y CHK APPR ii �1 A WON OPRI.04 We MOW 4340 LF DRG-0TL01-14294 CONSTRUCTION & ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 0 01/26/07 PRELIMINARY PLAN AREA ONLY. LGB 2 L.Pp•xo0l0l/Bm:OWN At4i%70 160 LF 0 01/26/07 ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPLICATION LGB 24"BARGATEGATHERINVG A 1.4. O•sg1F4SEF.L4TY91Ye9 4500 LF 1 02/19/07 REVISED TETER AND NAUGL_ AUGNMENT ML REROUTE /3 LGB 9 1.p. Dr.10 AR00..vsSE F.e1.TAFp20 0F 2 02/25/07 REVISED TETER AND NAUGLE ALIGNMENT ML REROUTE 84 108 PIPEL�rB. P Trammel Rlq Ewe. 49`20YANY10112 MEWwOAgl..W1. 4 _A 3 03/21/07 )RAFT VERSION -ISSUED FOR BID, CLIENT REVIEW COMMENT APPROVAL 1.08 WRS 97400 TD 142400 DTA CPI Cr5PRPPPTLT•ARTIPPWSPEWOPanJl aowalRS 2 EA SEC 25,, 2895136 TBSR95W CPA C.TRMsINLAW rypIP..1FIFa*0Pc6PBE.DWDNoLRD.n4mw1e C848:0e 2 EA OARFIELDCOUNTY,COLORADO TEOL..OTW. CFemOIPOv9.0ag6.PWN•ET1GJI®441W 0 EA SCALE: 1 = 700 DRAWN (11% LGB CTO 0MNBOTw0IFg1ype 0QN..T.ATW0•ONG NoEgj1CM.159 0 :A BATE: 01/22/07 CHECKED 971 WWI OPE Mau °TadL•ad Typ ERewww• 19.2214 El= MVO No E604142044163 0 EA JOB V..: 14094 PLOT SCALE: i' A 100' ARMY ETA wows D110/ORO FASBB44224 1 OWNERSHIP TETER* NAUGLE, HARRY L. & U.S. NAVAL OIL SHALE NAUGLE, HARRY L. 11 NOTES & 0.4 STATOR DEFLECTION ANGLE STATOR W 7 8E RFIONDA K 1 ROW 08 t ! RESERVE (B.L.M.) ROW 09 ! RHONDA K ! ROW L10 ! Plat,: arsr,6 Rr. PI 591.3 142.524 440.0000. LT. PI 5914 +49•BIA 44.42ar 0.r. PI 5914 153+049 44.42'9r RT. 8 1655.6 FEET 990.5 FEET 1837.8 FEET R R61D 169.81.1 BK WAEOSiA� C1 0.35 MILES m 0.19 MILES 0.35 MILES g g IPIs1D +5E7nDAN a4•as36Ll%A PL 6244 174.50.0 1x47.35• RT. ROW WIDTHS PLAN HORIZONTAL STATIONS ALIGNMENT f CONSTRUCTION & ENVIRONMENTAL DETAILS I CROSSINGS [6 •U.3 Nev.0i lPeie 'TETER, DOUGLAS A.& BEV138YA ;Ie. Hwa 5.4 602 02A Pel 8001411 0.441 14.66 1 632141sT 44.01 MITI 6 s e i2 8 E s1. 1 a .. II: 6 s PI 6204 1784119 21.0227• LT. PI6201A 16192E 00.402r RT. 16201 183412 24.2042 RT. PIOM1864123 24.9042 L T. R 6204 186.12E 21.0207 LT. 16206 0.66.526 2702•07 LT. RSW 16,.168 12•1702 LT. R 650 169.466 261246 LT. PI SW 191.121 0r1412-1T. EROSION CONTROL WS-FULL LENGTH 8TR S1R MR SIR SIR 818 SIR SIR WB•FULL LENGTH KAVB® pRECLAMAT85 8TPoCN CULTURAL 221228OR 61REAMSAVEII1I06 SCO SCO SCO SCO OCS OCS OCS OCS UPUVIDWTOPSOIL FWT•FULL LHX'11, FWT.FULL LENGTH MING GE0IEOHNrt. . OTHER CROSSINGS MIBC CONSTRUCT/ON RFT OTHER pa c8 8 1 HYD. 1RrQ] ! ! p:l ;m s! k $ H !! w 17sE. G ! BR `G < ia Colnti r t'l fin« 4."m n<•Ii4 .n yzR z T z z z z z m 7,z^z. z iO z ! x Sao e 8 h bpm 8 8 s E E E G CHs E E s 3 n E E s E 8 4NR. VT. • g.g.• 1P , t.}16 +} 1 6 t i . 1 f ..., , • •0.7 i f 4'. _ 1 ,Of' -• . ' - r' y,_ .YL ii 1 1 0. 'Y ` .. \ c ♦Air• t ., • 11 , 1 4 ry � T. ... y .. t • •. 4 ' ii s�. `t - _ '.l t . .- •t♦ `` a 1F. 11^-' a' EE. _ ' * , t � f tl� cusslLoIKN OF •GT2R IE MMIdiE PUEUC ROW � FASRICAlEDASSF)Aall� MAOP 1290 PSG • c f• i,,` t �,. 'k } Ay- 't roil- �._e#f` \ '� .1 T i !* ''.hrit*• DESIGN CONFORMS TO48#R-102LATESf®TTHJN f� ll +i �+ ,' `fit t ! V • ~ >!. } 4 / jy 'j. `'l LEGEND AT 4(�1 �.- .t fe)!.•7'. R• 4�` ^. ••.i •.. ` yeT �,,` I.1+.�``%•1.._i T {,- hire ,�6 �R, •T, -4T F ;-,/,..t..} - moi• ` ,i:.• -�' 1P �q deMyr •4+II .. __ - .1 r +�T r f'.- s'M J�{. .i/iJFF�• .e. ! 5' , .`.w' gSV - •_ I • k.; ii, f, 1 . t• 31.T. �` A e}� i . t,r j„�-"`+3 . x y`5' o i , I4. 10. • (A =!� - ' I• I . �,• x ---- �.^• ✓?, �- S•' r _R 1r +� ^ �. X. V.` -Y X :,. 7 - •'� . f - - , w r I r • • --- � ♦ � + -, f (-d �i j 1f• ..15►t, ri l � +• I `• t • N� %, P . o e7 9 ;1• 4§f. M T`e- .S ,` •\ ri' � ,'•tf4 7 k rf' .'Y i C d' /: % sl{ - 3 s!..°.,:".„:.:;.:;11.1.."'41\.' t x ''y E:. `A {'shy. �� y , 'R' f ate. ,F 'E+ L.. f . _f • ti .::"; - , f''' iRit I ly rv•`� '. -y '„A L13ur. _, ,� . j � 7,,J r Tj Dir' },,. I { .� r.• y ♦ � y,� +� ` • EXISTING ACCESS ROAD ROAD EXISTING PIPELINE ���� PROPERTY OWNERSHIP LINE -_ EXTRA WORKSPACE/STAGING AREA LINE _ /S -CONSTRUCTOR ROW UNE l: i11, •:• �v• J L(0. Y7�1.'- A. 4�1 rv' (2 r4-� / ,,I eS L4 \ ..��••,��P f •. .3 j . l \ rrt• q. (+9L .T •f;' -. '- �'`�( TI �Ai'i `r } ej�( •' :�.• . ` � ., •t /)•• R r ., n o • • �. ?ti i• ... ...Ja r 4J E •>.a. P . -. 1 T, -. 0.r - •"nil •' /• Y p - ' 'ti • r ..�. .c _ ec' 4 d /(,. !; r ',NET- J• r ©S l '•..: -.. - ...L•+10.L' y-e-.ilS•T�-. �` - W+ a1 .: '/ \\ ` a ,. Y � [!L E4' BpRGATH GpTHER{:PEL.....1NE- r.9 �„�• .I 3`, - "� / J N. b`�- - �. • / (' n_ R A � v O ..F• ^ Cu Re,T� ?�\'y • R q •�•/ " \ .. _ _. -. ..),111.::: sT97fg'IQ 'Up ♦ • p J trtiv , .c`0. .. B�, +' ^J 35 ♦ e . 4t < 'fV.. : ) J v �.' JJ E� lilf _ TO9y J'TB0 j14! `�? o m 1 y Y o� uA '1,P° ♦' 7• 4:. J 4,7% /. Ukt41N. DR ` �' C�{vg • ! Jc I g rf:4'0 5�.�' p ��/ 1._. .0.,,• -._'✓ w��•4/.P VY ''?f' 1J 2 ' s Lp • _ nu4 S L a C9 , 35' , Sr4 ! J f`s •9i 1 •-rel ✓'N b.+o•ia91.y �Y tee / s f a z v'i� •f•a iaACta . .1St 1 .\N. J f SfC CC.9 f • (♦ ♦ x14. ls`I ki ..1 p' :� F 6�Y:' 1 2.. ry0 (:4 ix'•- &F +7�),4,♦i yJ / IS.' ,J' 644 FFFj}t `0.s' . �d1.. • tea' eeVV%% ,JEAN' v • $4k.'4,4,. e r !-i 4 t. r. �F,�a4� A� TS}17�- - •' ry � Bi( � fx..., } t `4 ,: +'.� \ to NN '- is 30.6 N1p �- '/s ,T.: 1 .- `r2 Y� ... 't f >i ! _. , . • g A A m '✓ 40. ... '4 7T ! Q/ LR 0.t '')HjG/4, PERYANCNT ROW LLMC ��� C/L PROPOSED PIPELINE -••-••- CREEK OR DRAINAGE UNE Y METER RUN .-OR UF1T11NG SEND ® REGULATOR . WELL LOCATION g5 SEPARATOR . PROPOSED WELL LOCATION �H INDIRECT HEATER RIVER WEIGHT © COMPRESSOR �- NFAw wall DENY 0601108 ® HYDRO ,CST PIG LAUNCHER REDucER -� AUG CATCHER PIG UOUID RECEIVER RECEIVER 7, ?Er-TAPPING 1 .' BLOW OFF CATHODIC 1OF-PLUG VALVE SYSTEM ,, • ' G/F/' N 1f kAA \\ "?1.i R q j6 C p1'¢r.• mNilu iu / ,% 7i_ -"A' ro� \ "V o�E I N /• /54,,,,, "2[ ,1 V12,4 J .. "yam- L I.__`f � / 7 p;-�-"'Q7-r"1t .. . - Y LA_41Aq, r • i " r NAL`,,,,,cti•T -- -' _ np1 ... _._ �A.4%.444,,,,..........._'.. C= Cp1/0 /. �..... ` h -.- d -0G- GATE VALVE CATHODIC -L TEST :FAD -DE} BALL VALVE CHECK VALVE -D WELD CAP - wALQ �F--FLANGE / /OPERATOR EQUATION BRASS CAP -- NE - BOUNDARY LI .-- .. _•-j" rr� t .00'LT __ _ -. 1000 80 LT 60 LT BO LT B.` Ll 60 LT 6)' LT BC Ll Btr LT BO LT L- L_ ///��///� N CORNER STONE ROVED -- ROAD O CONTROL p 50 LT. ---- 30'Li. 80 LT. N 8, 8 E R� 49 NON.HrvG 02.0 �' X25 LT.--..--$-m 7_7 EY $ ''O r^ r° POINT? POWER UNC 26 EL -2S LT.- A 1,r:OF81051[)8 0.E CIL 'dd -P- a INTERSTATE 112/2'. m'm „ . m OL 3 # I iv - SP00 S. $ 38 CA 2 RF SPOIL SIDE _ if! -C- CABLE -26 RT. 25 Rt. ED 26 RT. DRAINAGE AMENS SORT ' --J 60' RT DRAINAGE FANG ENR SHARP PI ENS SHARP PL MS ETA DRAINAGE 2diG &SHARP PL ENS DRAINAGE 0.180 d SHAWN-202 g0p4IN0NEAEW3 STEEP 0 STATE HWM. -i- TELEPHONE O COUNTY RD. -6- GAR PIPELINE ..1 E E R 8 Ta t�. 6ia 0�. 0:. 9. Lu 8 -z - G Ni •^a i Fvo 6 B V KR R0. -0- 011 PIPELINE O M.P. MARKER -X- FENCE Q.� W� D S R sLL s� p ®€ ,a p sLL E EE i 6 i I- Q M 2161. 8 8330 , Williams �iW1J1IAA1s PRODUCTION RMT BILL OF MATERIALS REFERENCE DRAWINGS REVISIONS RIFFIN 2 ASSOCIATES, INC. ITEM DESCRIPTION SHEET FOOTAGE/COUNT NUMBER DESCRIPTION N0. DATE BY CHK APPR FIX In, EVITENZ ROM T4r♦, I Un. Rpe• 24.01)40317W0:G.a6AR&X45 5511 LF DRG-DTL01-14294 CONSTRUCTION & ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 0 01/26/07 PREUMINARY PLAN AREA ONLY. LGB 2 Una Rpm• 24•DO.Dd76Wf.O..d8PM. X•70 0 LF 0 01/26/07 ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPLICATION 108 24" BARGATH GATHERING A Pipe Co1r91F4REFedayk46•4 5511 LF 1 02/19/07 REVISED TETER AND NAUGLE ALIGNMENT ML REROUTE !3 LGB PIPELINE 8 PR.Cw6.y ARO Over NATE F.rbykp* 0 LF 2 02/23/07 REVISED TETER AND NAUGLE ALIGNMENT ML REROUTE 14 LGB 142100 TO 190+00 P Trimmed Filling Mar463RWd04asm(n31TW)Se8,atltl. 6 EA 3 03/21/07 DRAFT VERSION-ISSUED FOR BID. CLIENT REVIEW COMMENT APPROVAL LGB WRS SEC24&25T6SR95W 0P4ACCESS A Pipoload&eaONG liOOR0.1/410F81IE 1 EA SEC 19 & 30 TES R94W CPR C.wod4Teri LAW Type 8PA.11RFerr91PPer•Sas DWG TaDRG.IHaw1m 0 EA GARFIELD COUNTY, COLORADO CPC Cor104. Teal Letl Type C Foreign PVd..Ooo49 See ONG NapWJVG151419E 0 EA SCALL: 1• . 200' DRAWN BY: 2.58 CPC C81 41 Teel Lead Type D Orre1674411w Sea MO Na M0442648196 0 EA 501E: D1/22/07 CHECKED 80: WRS OP-E C.IMd1 Tut Lead Type E RefarenuEskoloSatOWG N. 4460.1142948186 0 EA JOB Na.. 14294 PLOT SCALE: 1' . 200' APPROVED: SHEET4 DWG.ORO-PASOF14294 181 z O F- N J z 0 N 0 x x W z 0 (7 z O ce V ri r MORIN OLMDOL REERA11ATI@8B® 1 1 Wil-FULLIBGm U,S. NAVAL OIL SHALE RESERVE (B.L.M.) ROW /11 1156.2 FEET 0.22 MILES B.L.M. ROW /12 928.0 F==T 0.18 M4_5 a8 U.S. NAVAL OIL SHALE RESERVE (B,L.M,) ROW )13 1158.5 FEET 0.22 MILES Slit ml .m ml B.L.M. ROW •74 2157.3 FEET 0.41 MIL -S NIR SIR IiITN CULTURAL VONTOR DTR ST11 1418 ml 101 SYR BTR 2 if 1714IDL WB.PLUIS428 B TRPA MIAVEBVM' U PLANMDOPBOL 014140 nrraut1 mum OO 0 GFl»FORI CAL PWT -FULL U84G114 OTHER CROILISCIS 1418C CONBIRI1CIION RD1 FPL FP. RDI 5 x O O 8 a gig rI k b g l k a1 t a g k d 6 1 0 c 4 ein 916 �.yt tq' .DECAL ''1407 k• +7377 6'!I�!•• 224 A1. A b, INT(., ibbo 11. 4 SR, ■ I. • : RT � • I 4 WILT/ 100 LT DLT. 2e. LT. TA ISOm 00141. WINE STAGING AREA BM 1411 • ..3 WORMING ROE 107(11 IO IT4 LT _ I 1 - � - 1. 1061 '� ,pSeDLTI 1 3.1 ^ I F F 5 F 5 2a i $ 1 bl RPOISIN /7Qr SWAP PJ HM WARP Poe VERT I MAHAN! ERMIUGIE X413 Dumas MSG EOM ROAD 1MNG118 14+.9 EW/1 AKA t ►�l 511 WORMING BCE 100 1.7 88 LT 01LT-__-_l RB LT. 70 LT. DL 21 RT. 5E 9i001u ROAD X.1110 CONBTRUCTIQ4HAS ENS Q LL Q itt ao 1 1; La ac 2445 b 1 � ad / LI, •°� is p6 a CF$ gt BE 1ZI:10 F6�Kg�gg ���k C.E aE EE rEESO gcCE BILL OF MATERIALS Lel POT -1414 Ib • O111.2W TX OTm APHa 446 LAB PWT • SE LID I GSJP WOK Ord ATNQ 1970 PP Ca1XDIFFIE PkbyP4OW DESCRIPTION SHEET FOOTAGE/COUNT 5160 LF 17e DRM4AME1ROAD KING PLM ,8 gig,.! 4 REFERENCE DRAWINGS 05MBER DRG- DTL01 - 14294 PMI Ce AN7 Alb 0++1F41E limyNORA 240 LF 5300 LT Tr*e1Rtl FRPEBCT 40. BIWWOY2661D(676'W1/IgoW . 013,6007831 WO TFp ARPTbo10 1TWO NA DiSA471710E/ 031RWT TTN 1166 T119 1 PMTIM H1W63P4WHBNONOfh p46247➢301E Uncap Twl L979 TypCF6nIt: PIPF8OomreWNW) lb OG442014193 EMM A160 Lep Typ DOWITRTal Tep lm MOlhgb.11CM11M CRPde 18311amITyp E Rohm.=Bawl en EVA No.OR134{420{014e 0 LF B :A 3 EA 0 EA 2 EA 0 EA 0 EA DESCRIPTION CONSTRUCTION & ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 40 DATE REVISIONS 0 0 01/26/07 PRELIMINARY PLAN AREA ONLY. 01/26/07 ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPUCATION 03/2ZLQZ_7RAFT VER510N-iuke-p FOR BID. CLIENT RVl0WCNAPRO 3Y 1.013 CHK APPR LGB LGB WRS NOTES P114 STATION DEFLECTION AWOL( P1601 183.491 TIDY! LT. R 000 181.189 4114112 RT. P I 4A 1400611 10•4Bl* Rr. PI 860 202.120 I 04111 RT. P118D 206.1111 2Y4DIr RT. PI 0831 210.411 13.4,40•17. Pi E9).2 211.231 616140.11_ PI PO 213.404 11.201717. 01706 211.0111 0131081 O 1030 2137»1 P4.1*P* RT. P I740 224. Tab 23.304r RT. PI 711 237.216 01V01S RT. P1 TEO 343.611 2YL•17 LT. O 1705 044.881 20411* LT. CLUB 1 LOCA11061 OF D.» PIPELINE AWARE OF A D.50 R1RIC RDW OF - 0.60 FABRICATED A088Ella NADP 1200POO OEHI ON CONFORMS TO 40C1R.192 IATEOT B MOR LEGEND EX51IN0 ACCESS ROAD - FX511NG PIPELINE PROPERTY OWNERSHIP LONE EXTRA WORKSPACE/STAGING AREA 1370 CONSTRUCTOR ROW LIME °CRMANE ST ROW LIVE 0/1. PROPOSED `RUNE - CREEK OR MIRAGE 1.114E 0 METES RUN _._ MAC 31X0 E REGULATOR • WELL LOCATION [0 SEPARATOR 1 'ROTOBED g INDIRECT NEATER WELL Lc..., +-•-• RIVER WEIGHT © cow luso 5005 WAIL [D] DEW SECIOX LA uVNCHER r MORO 105T --G>-- REWCER 425-00 SLU0015 CATCOVER CHER RE BELE-TAPRN0 I TEC -4 - PLUG VALVE - 0o- CATE VALVE - 0 1- BALL VALVE - Lel- CHECK VALVE - VALVE 8/0 AERATOR 4• BRASS CAP STOVE CORNER • SURVEY 00011401. qTONT V INTERSTATE HWY. STATE NWT. O COUNTY RD. V RIM R0. • M.P. MARKER 014 RECEIVER BLOW OFF 1 CATHODIC SY9T:N CATK0000 TEST LEAD -I) WC1.0 CAP -8H FLANGE 00001108 STATION ---- BOUNDARY LINE .+;zs UNIMPROVED ROAD POWER UNC CABLE TELEPHONE CAS 'ITE L1NE OIL RPE LINE E MCC ....1WILL4S179 PROottortow _Si7RIFRN4 ASSOCIATES, INC. +n4GAn. wrrm AOGI'AW1A.Y,NYI1Ief 24"BARGATHGATHERING PIPELINE 180+00 10 244+00 3E0 Y4�q ROMSEC 19& 30T8.4R94W GARFIELD COUNTY, COLORADO SCALE: 1 = 200 DROWN BY: LGB DATE: 01/22/07 (NECKED BY: WRS 409 N0.: 14294 PL01 SCALE: 1' = 200. APPROVED: SHEET8 OMEUORQ.PAS06.V42 4 V1 O F HORIZONTAL ST K i O B.L.M 170171 112 829.0 'EET 0.16 MILES Z (A O CC U Pi 11 I !I! 11 O EROSION 091745. WI -PALL IDgM SYR ITR RECUWATIOPARED RCW REETNhC110118 * W. R CLOUGH ROW 116 88g 4169.0 'EET EES 0.79 MILES 3 s SU 1 g SMR SIR 66411111.1.003111 4014104/1 11328011 9TRPJAWAYERA S AWARDS/TOMOS. PWT4R{L LWOW WWI OFITTERNMCFL OTHER ERCORWS ROT FPL R01 AMC CON642C11011 FPL FPNDBEPLFPL L FPL. h C5 4 Li A,:3i1 2 g R Rpm i E X868 8 68 11qq IV f.1 6 8oeye�� i C C i EE 8 k '4 614 $10 E A 610611 Brw2M161 601111Ul1 1/65114 7. 6 C 0 DS LT RV Li WORSONG SDE 20'17. R --I A se LT. i SSKA 2 .T 40 F 80A014M4NIS -J Q J W I- 'o ROADXIN0 OHS ER *WALT {95011 IIDK _. I00•LT L 1 •-7611 pQ• 154 2@171 A11 R R Lid 4 26 - A WOR IMG N A A 2f RI. cipww,tat W LT REVERES WORK 6 SPOIL EIDER Q RT. 4.1°Fn ` JpRT INWP P.Ii ROWXWOENS PAR 4 HA 11. 0-i 65'7 )g 617 42. AIYT Pane Armr 1w :WAWA WRGRA112-3291 X12 XRT. ERNE RI ER 4107 WARP P.I. 1 ROADDOREREARV1 1 le RbP 1218. . � 64,f $ 4 $F E gC p>GCG 10E14 2 D BILL OF MATERIALS Us PP- 24. OD IDSIIHRx ORd6APLILA I Lar POO 24. 0040375WTxO dOPUL%A Ps• GKeUrp1PRIEReznyPRD96 PRA Coons AID04r1TA EFWay11/660 DESCRIPTION SHEET FOOTAGE/COUNT 4618 LF 380 LF 4858 LT 140 LF 17 EA WORANOSIN IOLTI ,ORO1T 750190E 05 LT .1.1667 7740 W SHEET 11 For 04.6050 04 WONT Ana RRI6NAXP{i1 f 6144110EKEg1VB ROAD 64131541 Pi LT. W P6 LT.. 2 RE. a $3 :;:s4g g sVVVq 12• 11g I. ;0Y 9. *00D1. aa048 F��v 0545 \l• REFERENCE DRAWINGS 2110 101 15 PLASTIC SURFACE RFEI6EAIA870011A1E 61013. (0705,) NOTES Plr STATEN OESLECTION ANGUS PIT® 240.670 24034'1217. P1710 244.650 24041.06 LT. 01770.1 247.76.6 262600" m. Pi 7102 249+666 20.2605X1. PI PLO 266.514 66.6YM•RT. PI IID 254.674 IIO.OYOO•RT. 016001 251.063 460500"11. P1110 261+41» 46004P0T. P11101 2566274 2621T14. LT. P11102 2696674 262914•LT. 01010. 260,414 265463 57 611104 230.19.4 WASP RT. P11101 267+663 04057040 RT P19106A 261.244 4412214017. 01910® 25,674 44.221401T. P1 92/O.64A 4630 A. Few)-2T�.04.4305iWABDATA . 6111011 271+01154446255647 6611.06. LT. PI 410-10 2124266 16.1605• LI. 61 61011 266107 161566 RT. PI 91012 25.01.1 134216 LT. PI 960.11 226.612 066661 • RT. P191054 294413 6212643 LT. CWS 1 LOCATION DP. 0.R P1PELIIE MAPLNE DP.0.W RBCNOW 06- 0.5 FARO CAGEDAWBRELES NADP 1200540 DESIGN CONFORMS TO 46OFR-111LATESTL 4110« LEGEND EXISTING ACCESS ROAD .•w•Aw 01371110 P4EUNE PROPERTY OWNERSHIP LINE EXTRA WORKSPACE/STAGIN0 AREA 1116 CONSTRUCTION RDW LINE . ERMAI1ENT ROW LINE 4466ii C/L PROPOSED •IPELINC -••-••- CREEK 0R DRAINAGE UNEp��p g YETER RUN _� bi FIf71V0 BEND E REGULATOR ® SEPARATOR QH INDIRECT NEATER © COMPRESSOR (0] DFM .� HYDRO TEST -0-- REDUCER 11400CAICRER 0410 RECEMR SELF -TAPPING -101- PLW YAM -Da- CATC VALVE - SW- BALL VALVE -(.rF CHECK VALVE - YAW/ 6/OPERATOR y 'a" BRASS CAP �• STOVE CORNER A SURVEY CONTROL 0141 • INTERSTATE HWY. El STATE HWT. O COUNTY R0. BM RB. O M.P. MARACA • WELL LCC41IO01 .10.0SED WELL LOCATION +.++F RIVER WIICNT WAIN WALL SECTION 'IC UVHCHIER PIG 110 RECEIVER BLOW OFT CATHDOIC T STSTAA CATNOdC 761 LEAD -D WELD CAP -11- FLANGE [0061106 0761109 ---- BOUNDARY UNE mess UNIMPROVED ROAD - P- POWER UHC -C- CABLE -T- TELEPHONE -0- GAS 71`(1,5461 - 0- OIL PIPEUHE FENCE (wlilldll t �./ 32111.1448 PRODUCTTOHRMT 0114 CPD G PC CPD SLE TFRm.d P9R/Ebor 49 11 W66Y469RL(932WT)BwwWIR Garde Tao Una RypRE R5019.07B1DAq NDOGJ14119106 041150, TRI WO Two D PLMY Palm PTa01011DW0 N60R34142114198 05165 TW 0RRd Ty. C FRHDI P46y.70:s,p1..0W9 No 0103J141929154 4069x00 70.11416 T9p D Cr1a6T69TibslIWO /4120004151110 40410.16 TRH WEITyp ERRTrr.1GEsoieN OWOR6040.240/6116 4 EA 3 EA 4 EA 0 EA 0 E NUMBER DESCRIPTION DAT_ DRG -=4802-14294 24" BARGATH GATHERING PIPELINE FAB D'TAILS ANVIL ?OLNTS/CLOUGH T1= -IN 0 01/26/07 DRC -44303-14294 24' BARGATH GATHERING PIPELINE FAB DETAILS RULISON/$HARRARD TIE-IN 0 01/26/07 DRG -X9001-14294 24= G TH GATHERING P/4�OgE.D X -INCA PLAN 640 PROFILE C.R• 1249 1 03/ 3/07 050-13TL0I-14294 CONSTRUCTION & ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 N0. REVISIONS PRELIMINARY PUN AREA ONLY. ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPUCATION 3RAFT vpisiori-luys_p FOR BID. CLIENT R:VI'W_SOMMENT APPRO1L 3Y LOB 109 100 CHK APPR LR07•TW 6 ASSOCIATES, INC. 14uawn.w7rsr Room APHr0..... 01 WRS 24" BARGATH GATHERING PIPELINE 244+00 10 294+00 SEC 1D 20 T6S R94W CARRELOCOUNTY, COLORADO SCALE: I- = 200' DATE1 01/22/0 OB No.: 14294 ARRAIGNED: 04489 BY: EGO CHECKED BY: WRS PLOT SCALE: 1 . 200' SWEETS MVO ORCFPASOST4204 0 0 6- J 6- H Z 0 i 0 1, 2 0 0 0 W _J E OSON CONDO. RECIAMATIOIIP$1 RON RESTINCTWCW* Wsr9LL UMW ITR BIR 8 A AA >na; 6111 SIR SIR STROTR W.F. CLOUGH RDW 613 5288.0 'EET 1.00 MILES BIR STR NOTES BTR SIR SIR 6111 1VM11LL NROIN CULTURAL I 11I54 STREAMIATIAMCS MA OLIOIOS Wig FrIMAL MGI. 0010W OCI FILT4141100111 EFOIFOo m ODER 010//1400 MIIC m1151RUCTlO1 RD E 111.1 3'M641 IO1 RD1 P E * e Z z FTT t 166E 1 B 19 a t 9 M R 0 g 7 S 6 S b L 5 E 0 . 0 STI! :iURf-4._1- F11 -.LL ID LT I DO LT. —00LT. -6. —26 M. 6.N ROAD/44 OIWO WORMED WE SPAT 11121.7 SPOUSE! A ISP UTI Ir L' DOLT 1 1 DOLT 1 IIDLT 8 1 1 10 *'T - . , f' . Pt r> J Q J 2Q ut I- I- tot a co 17E64 2 ORA CPS CH4 OPO OKE BILL OF MATERIALS LAM Pp -SP 0080112 WET/ O.O,ARaIOW DESCSIPTION ORAINME 1 ROAONNO DOS 0RNNAOE CPO CAN O1AP+A01IH111 NA 1122 Re RAMO SURFACE RPQPEMTIOO/ALTE SPLT �) 03 R DOL 2T LT.T. s is 2666. DRAINAGEJFNOE6NB WORKING BOE SP LT I ROAD I EMAIPLACE 1040614 DO LT 11 SPOIL ICE I� � � SIISFAC[RFBJIEAPPNOB,M� -� 3065 SHEET FOOTAGE/COUNT L 4. PR -2P 0010 0WTRO.SM.6.M0 9048 LF P CS C011ry Rr4a Rllry ARIS0 r4. Dalry 01OO•olP1IEF.•.Ilgq• 240 LF REFERENCE DRAWINGS NUMBER s EM 690tl0 RR qlT - __,SP LT B1 LT r F I1 WIMPP.I. ROAD CRONAOEJ4406Y3 BNPRP PARRS k k tgfi 147 V 146 V �Y } BIWr.M + /. Lw. Ree 0W0 /O0/ EDROPAB6.14161 4 '41 • S� ttI .Je WORDING BOE WOE SCE $a111,6 3ay CO' LT. - -- IP LT. OA REM— 6 1C RAMC SAVAGE V 1POSLOD APFP:MATZ 4E/ IR -1 omsP 5289 LF 7/1165186 Elmo 4V 00 flwroniNA ,,. 0 LF DESCRIPTION DRG-,.ABD2-14294 24" GATHERING PIPELINE :A3RICATION DETAILS LIQUID COLLECTOR DAT: REVISIONS PIP BIA1q ryI OEALICIION NOLO *111013 222462 03141.81. P1111-1 114.671 006000•111. n 1114 011.6u 22'30'00' LT. R 11114 S36.1Q.8 0 610 00711 PI 114 b6026 AN2TIor RI PI 1114 666.161 213001 RL P11114 633'112 2r3000R1- P11114 330.404 22400W1T. P11111 331.004 27301115LT. P11114 631263 1082'4r161 11.60 060.84.90 .1P_L1TT... ] *111016 30.N.30KKA951 4I PI 91011 00'41; AN OVDODOLT I Pi 0100 Segal 2r401r RI. CLASS 1 LOCATE*/ D P • 0.72 r0'a11EwUl7oo OF • 010 FLOC ROW DP - ODD FABRICATED ASSBABLIED MAO* 1200 POO D EMON CONFORMS TO 49OIA.DIRLAMEST ®1110N LEGEND EXISTING ACCESS ROAD COSTING PIPELINE ••••• PROPERTY 0WNE9SRP LINE CX1RA WORKS PACE/STAOIND AREA LINE -- - CONSTRUCTION ROW LIME . MANE NT ROW USE �••� 0/6. rR07osco 71MLINE — — CREEK 06 DRAINAGE LINEp ❑M ICTCR RUN -.per VP) I UI��I IC 3060 ® REODATOR • WELL LOCATION III SEPARATOR • ?BOSOSED ❑H INDIRECT NEMER WELL LOCATION +-t• RI+RR WICK © COMPRESSOR HEAVY WALL [bDENY SECTION HYDRO TESTri ?IC `-� LAUNCHER -1>- REDUCER SLUG CATCHER PIG IIOWD RELEIY 1 RECEIVER SfCT-TAPPM9 _if BLOW O1T -106- ?LUG VALVE -04- CATE VALVE -EMI- BALL VALVE -Lei- CHECK VALVE may_ VALVE W/01ERA10* + BRASS CAP 5105E CORNER D 0UIYEY CONTROL PONT • IVTERSTAIE HWY. ▪ STATE NWT. Q COUNTY RD. V 616 RD. O M.P. DARKER 535600CATHODIC SATEEN CATHODE TEST LOAD — D WELD CAP - II- FLANGE *00(1671 V STATION - - - - BOUNDARY LINE 00▪ UN00IMPROVED - P- ?OWER UNE -0- CABLE -T- TELEPHONE -0- GAS -0- OIL PIPELINE -0- 16.010E Williams MHLMMSPROOLI 1ONRAFF DRG -?A903-14294 24" BARGATH GATHERING PIPELINE FAB DETAILS RULISON/SHARRARD TIE-IV0 01/26/07 0 01/26/07 DRG-YTL01-14294 CONSTRUCTION & ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 1 03/23/07 ir.oa Tal Load Typo A Pp•ba)SWISS N6 DMJILSLU16 Camila Tal L..BTANI P..l0 Pe1ITPa0MB.O EINTDId4146R011 COWS TIM LVO TTpo C Foag1 P4PI.Oo♦J6Ba DAO No 12045®44186 OI.0I UN U4.0 Typo D OlTeelT llIpSs9MJ0 NnOOJ1ORN16 Cel.da Tal lad TSP E RIN.R.BIJ.1/aOYON. 0110414:94411E 2 EA 3 EA 2 EA 3 :A 0 :A PRELIMINARY PLAN AREA ONLY. ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPLICATION WF,LLJ.QCAIION AVOIDANC-. R= RO Sig AV7 !6 1 - ED FOR BIO. CLIENT R:VIEW COMMENT APPROVAL ■ 1• 3Y CHK APPR LOB LOB LGB LGB WRS WR5 i1t i7 R1FF7N6 ASSOCb1TE8, /NC. 004aAn.6MEm RPa*Nom Iwlb01 24" BARGATH GATHERING PIPELINE 294+00 TO 344+00 SEC 201 2i 7185 R94W GARFIIELDCOUNTY, COLORADO 0 EA SCALE: 1 • 580' DATE: 91/22/01 DRAWS BY: LCB CHECKED 811 WAS JOB No.! 14294 PLOT SCALE: I• . 200 APPROVED! !*11')77 O14I2110RQ-PA807-14264 z tn0 Q 1 - In J 1— z O N O x z 0 q. L3 z En 0 cc0 Z8 O EROSION 001010. RECIAMATI01 W14RAL UMW 0 8 T Sm Sm W. E CLOUGH 00W #13 4800.0 FEET 0.91 MILES 8 NOTES ROW 1•50111PNa3 RESIRICIIO8 d1LN1 1 AVIATOR STREAMILWRIANDS U.ANORIfIBpt FWT-PIAL MOTH W614111 LIMN OCP G CS TMNO GFISTFCHNEW OTHER CROSDpS MIROCONf5i1CHON FWT-RIAL M140114 z Q 0 0 O C 9- 14 2 2 CD 4 E 9 9 9 9 2 9 9 6 0 a 4 5 RD 5 A-��T72!IZ0IDN 8 nSSO T. PI 110-1 143.011 WAR RT. IA 110-11 549•7.4 29'11'11 M. 409b 391.104 Or414CLT PI 93I 3394031 27424•10. Pi 971 317.11J 11'14219.7. n 90 318.411 03.1943"LT. P IWO 370.101 Otm20'LT. PI 930-1 511.102 034124 -LT. R 0502 774.120 016720' m. M 0503 375417 204.1.22. W. P 11004 392.322 112341• LT. PI 9306 339*293 or ma? RT. Bi 9404 401.111 104214 RT. CLASS 1 LOCATION D F = 072 411817E FAMINE O F FLEW ROM DF - 0.00 TAWIJCATEDASSFAILES MACP 1200400 MOWN CONFOR990 70 WOFR..921ATEST tDIOON LEGEND EXISTING ACCESS ROAD EXISIINO PPEURE PROPERTY OWNERSHIP LIRE OL1RA WORKS PACE/5T40140 AREA LME - CONSTRUCTION 6032 LINE PERMANENT ROW LINE 0/L PROPOSED :ATTUNE —••CREEK OR DRAINAGE LR4E -J Q J W Q 3 O ROW WLT 20. l WLT. I T. CA 20. m. MAID P.4 4AINAGE 0 x4740 EWA 11 1VORIVN6192 SPOILS= jj +�-I�yy LR L � 83f \ 7a 1¢4 EE 6¢ ITEM 2 A A 0M1A CPA CPC CPO cia W LT sI aa 1571.1' R R ROAD 0449 BNS WLT. M LT. 24 tab LT J IW LT RT. SUMP HILL ASCENT 6140540REA 07 1.1 100 — WL _ T WORKING WE SPOIL DM Si re? Hlu1.50,1 ROAD0-M2BVS STAGING /REA BILL OF MATERIALS Ln 49. -2f 0017317WTR0eiAP4&X45 LTA Pp -24' ODR710SWRROl9MPIP.XJO PRA C9NYGTNlIW IDy WW1 DESCRIPTION 0.4 Jumpy Ln Bee DUV Ey A60.FW14101 P j1/1 �� Ab SHEET FOOTAGE/COUNT 4640 14 &Noe PPWA (1\ 101.1. 25 LT. ELL 2P RE ORN0 0 KO ❑Y METER RUN ® REGULATOR Ail SEPARATOR O PNREOT NEATER • oowlesson [�] OENY .- 112080 TEST -4>- REDUCER SLUG CATCHER LIOUID 6ECEIVE9 R TEFF -TAPPING 1�F PLUG VALVE -0!F BATE VALVE -{11 1- BALL VALVE "6.rF CHECK VALVE VALVE VI/OPERATOR + BRASS CAP 4- STOWS CORNER .0 SURVEY CONTROL POINT a INTERSTATE HWY. ❑ STATE 11014. Q GWNTY RD. V BUJ R0. O Y.P. MARKER iNur °it BE"D ILL WELL LOCATION 090005ED WELL LOCATION .4-t4- RIVER IVEICIIT NTAVY NWALL SECTIO LAUNCHER RIC RECEIVER BLOW 070 SSYSTEM G C1000 CATHODIC TEST LEAD —D WELD CAP -IH FLANGE *(0(111100 STATION BOUNDARY UNE JC PC 09190AD74OVED 1 - P- ?OWER UNC - C- CABLE - T- TELEPHONE -0- OAS `I?ELRR - 0- OIL PIPELINE - X- 'ENCS Willi s L1TLi.PAi0SPR000CT0ONRM1 REFERENCE DRAWINGS 0UMBER DRC-=ABD2-14294 599 Cabey ARO Orr 1FFBEh9.VAR •I 160 LF 4800 LF DRG-DTL01 - 14294 DESCRIPTION 24. BARGATH LATHERING PIPELINE FAB DETAILS ANVIL POINTS/CLOUGH TIE-IN CONSTRUCTION & ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 NO OAT_ REVISIONS 0 0 Tripod FR1y EW:. 4P Re 3299 Y461TD 5304' YA)99..,494. '14/1:9 a TAM 14M TPP A NP.4401 SwON 0 Nev OIOJ10 32 4 UE 11410 TWR 14MTVP R PN.1.I Fy9111PpIn5.GWON101C14. 29/918 031408 TPI LAN TVP C FRnp0PWdb09w1AROWO No IXWI®8OIRS Cro081)4 LIMdTVp DCWl40T)T,PMOLV014p60.114,9{1197 011.98 TAA! LW TVP E RAFFIA. EYd:l 9N91WO NA CROJIORRitl 0 LF 3 EA 2 EA 5 EA 4 EA 0 _4 0 EA 01/26/07 ?REUMINARY PLAN ATEA 091.Y, 01/25/07 ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPUCATION 03/2„6/29/____4-1.5_611.1 7RAFT VER,S� D FOR 511). CLIENT 55YjE Y COMMENT APPROVAL 3Y LGB LGR LOB CHK APPR WRS RIPF1N6 ASSOCMATES, PMC. +0:94.7-wywe mewithEA,M NMIII:f 24" BARGAIN* GATHERING PIPELINE 344+00 10 392+00 3E015, f8 2S4f22T33R94W OARNELD COUNTY, COLORADO SCALE: 1- = 200' DATE: 01/22/07 DRAWN 1Y: LGB NECKED 9T: ARS JOS Mo.: 14294 APPROVED. LOT SCALE: 1- . 200 SHEETS O12 DAO.PASOB-14232 0 a 0 0 K w i 0 In O Z f n 0 O K U W. F. CLOUGH SOW 113 4561.0 FEET 0.66 RILES EROSION COAROL WO -PULL 4.R10117 7 RRONNTNkII® SYR DM it SIR 9111 SYR BTR NR STK HOWWISUOTPACE WS -PULL 1ER0121 CULTURAL MQl101 BTRPANTRAVEILMRII UPIANOSROPSOL FYI T•FU L UMIK TRAM 500 NCO oti ODB GKESITCHTICOL FVJT4il11 WROTH OTHER C410110108 MIBO CONSTRICTOR ROT F 6 x a 6 B 6 1 a a 6 y 8 R 5 21224L p. B i 6 NOTES NS PI 1104 PI 1000 PI MGT PI 0504 PI 9931 P160 -10 PI 050-11 09112 P160-15 PI I:P14 PI 90010 P I YA15 P I MO.17 PIM .15 PI MO -15 6TAT0N 06T(EC00NANO15 306.252 0'0007 Rt 101.11.3 03'{211• NT. 103.0..0 1211947 LT. 40.112 0156901. 401•703 07•4231. LT. 414.17.7 067866.211. 411.112 02938 LT. 411.111 00'1017 RT. 422.04.3 01.61'60 LT. 4290004 0'6037 Ll. 107.7101 CO.02601RT. 01.01.0 00403011. 40.113 451000011. 430.71.0 4691057 LT. 437.112 1226 CLA06 1 LOCATION Of = 0.72 PHTU EMANIIE OF • Ow PLUM NSW O f 0111 FABRICATED ASSEMBLES WOP1200P60 O 4.'510 N CONFORMS TO 41O1.11.11R1Ai0T I000R LEGEND EXISTING ACCESS ROAD - EXIS11110 PIPEUVE PROPERTY OWNERSHIP LIVE EXTRA WORKSPACE/STAOIVO AREA LINE COVS7ROCTION ROW LINE ERNANEVT ROW LIVE CA PROPOSED 'I FELINE —••- -••— CREEK OR HARARE U11,.41Epc�qIy M❑ METC1 RUN ...p,_ OiJ FIRI.NP. REND REOULAIOR IR WELL LOCATION ❑S SEPARATOR $ ?0OPOSED HEATER El INDIRECT WELL LOCATON +++ RIVER WEIGNT © COW RESSOR [D] DENT 011560 TEST -(>- (ENGEN SLUG CATCIICR (102215 3(001104 i REEL -TAPPING Q LT. 28 LT. - OR zs Tyr. WORKING SER SPOIL SIM PO LII I 1 1 "" I ONAJNAOR MO DNS t9 WORKING; PIM 92 LT. au I l L'. 11 IK'LT 10LTII LT E ii ii 2 1. SPOIL BOE >B W. = VV V V DNONNIEBRNOMI ROAD IDIOMS 6P LT OC LT 60 LT. =DOLT worn9N0SO! 2T_k--3— E A t E R SPOIL 11102 28 RT. DRAINAGE AOR2Hq SWI' ROAD 114100& SIWIPP.L 6Y5ISOPSTAOI1NWA WNW B ML Ov6kAf < 01 1215 ONNfy110 4.—E' —moi p EA)ONor wti > 9 b ITEM BILL OF MATERIALS 2 A LAN P45.24' 00R5212WEN013Pell XIS 1.110 P4N • 2P 00 A 650 W T801l4R1R90 PP 0164(1042[ 1kb32'WRR DESCRIPTION SHEET FOOTAGE/COUNT 4367 LF NUMBER REFERENCE DRAWINGS DRC -=A655-1 710 ANNA** Wok TM EBE u•.e• &.051.0 RP09 No Des WOW 611071&5 W6k M'g SPI 1R IL ;� °'° ►w .016667 N'y'1C 6194. a 1 5 Pam eT ilAWwNT 111 DWORERO- � 4 - PLUC VALVE -0o- GATE VALVE - BALL VALVE - I...-F CHECK VALVE VALVE W/OPERATOR + BRASS CAP 6 HECFAVT HWALL 5TO ?IC 1 .20 ER h. Plc RECOVER BLOW Oji 1 CATHODIC SYSTEM 705CATNOOIMLEAD 1 —0 WE0O CAP •--II- FLANS( *(MA11072 STATION STOVE CORNER - 5022/0269 LINE 00RVEY 0019606. ""` UNIVPROVED POINT ROAD me 1760. -P- ?OWER UNE -C- CABLE -T- TELEPHONE -G- GAS .`I'CLNE -0 - OIL PIPELINE —X— FENCC Cr STATE IDYr. O C1UV1'I R0. V OUR RD. O M.P. AA4KE1 Ilion W46 RAN Will s � WILUAMS PRODUCTION MIT DESCRIPTION NO. DAT: REVISIONS B P CRA O p O6f 01x00N617IIE►Wy4iy./ T4m6d F11p ROAN 45 11i YM2 YRITD. (UMW* Rq^ti0. Card* Tot Toed TTP A Rpban16w0WT NO Op41E0911112 160 LF 4527 LF Ce -6 CRC CPO OPE 010181 Tool UIOTyco 11 Natal P 0TP4rrIN(WdIDNn OOJ1RAN1N COSO4 Tot Lao TTP 0 Fangs R0IN020019119.00102n 0104141B19195 0 LF 0 01/26/07 PRELIMINARY PLAN AREA ONLY. 0 2 EA 2 EA 2 EA C*IM4OTw1 Lod TVP 0 01m TNITp (WOWS 21017110.110091191 EA 1 01/26/07 03/79/07 ISSUED FOR CLIENT REVIEW. COMMENT ANO COUNTY PERMIT APPUCATION GRAFT VERSION -ISSUED FOR B]p. CJ,I5NT 6171.51 COMMENT APPROVAX 3Y 1GB LOB LOB CHK APPR WRS W1 AASSOCIATES, INC. 41 16 R/f4,N6A87.4A1TEw1 AOOTA'R Y04111411.11 24"BARGATH GATHERING PIPELINE 016.60 2461141d TVP. f Rf4mn Bich* BHA ONO NA OR0414bE/10 0 ?A 0 EA 322400 TO COP 437461 SEC 14 6l 16 968 R84W GARFIELDCOUNTY. COLORADO SCALE: 1' v 200. DATE: 01/22/07 JOB V1.: 14294 A? MOVED:OHM 9 DRAWN BY: L66 NECKED 511 PLOT SCALE: 1' . 205' OW00D1O-.AS09.14294 1 z O a J H z O O x 01 ceLa 0 63 0 z 01 cr U 4W. F. QAU(HE 69.0 FEET 0.01 MILES 98 s as eIAION COMIIOL PECIAMATIONBB® NOONWOPUSWACK INS -PULL UMW B7R STIR W. F. CLOUGH 7308.0 FEET 0.14 182.0 fi i 4t a 6070 S1R BTR NOTES GXTIIRAL LOOIW •IN•NILIWRRMA WMANOPBOI F6T•IAL MOTH 7MN0 O PDifbMfJL S EW ODD OW DOS anon LR0061604 N ISC CONII.CIIO1 XTN (1 x C 1f 0 140 E s E ROI F}T FHL 4001 a a s E 111 S1 PI 010-1 41A11-61 9 3 9 is 4 9g 0 6 •EOUATIN STATION I STA 326+0'r 5 AFS I STA 326.52.3 130 £ND 00-12wTE kS - ITEM 1 A R 0 CPA CA4 CPC CPO CP4 F18 A.entiy Sr 367201610. FAl03-14201 Fran D.4rpMR Pori. DmDSr- 2 ., ROW W 11 1.1• ieF47W WORIUNG SEE 0.Ip... Sam 00. Ta41(h0F..) Am= Wok Wok BILL OF MATERIALS DESCRIPTION 4117Ea • 12.700 000 076' W E:O.b1ROLX4 Ur Per • UMW 00X094WTo0ESM{4X42 FP Cdf 0W10EPoWy/yp00 MA Wok r•rmea4LCo/1A101 10060 107 Kr Kt Kr REM DMo1Mow WASN6n ROW ORT. 4. sQ T 111 y ipa W CE LL 40 17 RT WOWE ONOSI 1L7 EDP 6TA0160AREA B L5R0AD XNO MIS or AWARE :.NO BV0 SHEET FOOTAGE/COUNT $ a 6 7• ENIO SPOIL EIDE 142E 014ARP N. 4004026205100006100000 ANO OOP 10ADFA MBA ORF • F18Ar.N0 4r DWG 4000• 1143,1ig FA104101 SA O 1WRpo 018 Wok A.rNly WRY NUMBER NLP. Wok REFERENCE DRAWINGS DESCRIPTION v.o E 6 E 46,, S O SW Ile•DW 8 002D114FOtt FA001/7N : I ■151 Onto.. sir DSO eT..7CRpea •1� rPiOAS 1WWII Wet T cr EBEOn .) 2115 LF ORG-7AB03-14294 160 LF INP. Dal%MOOwIFFEF04y74f 6 Immune] FRry Em.40 AR WedCid• 1AL11174 WO4v.•IIN. DOW/• Tal Ll07ype APPM.rt4 0501! 0113410g04106 2275 LF 0 LF RG-FAB04-14294 DRG-DTLOI-14294 24" BARGAIN GATHERING PIPELINE FAB D=FAILS ANVIL POINTS/CLOUGH TIE-IN 24" BARGAIN GATHERING PIPELINE FAB DETAILS RULISON/3HASRARD TIE-IN CONSTRUCTION dc ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 340. 0 0 DATE REVISIONS NI 131 .POINT• A OS_O E 70B &COO SJ-NELTEGOONANOLS 701201 0.048 ESA n ems CHESS OA Rr. 11 B2A aegis NA 011 0*018 111D1ALAMON.AtIOLE. 070101 0.008 PI23 102 1..07 7ror4PLs. PITA 1.611-1 30124,541 . 700104 T.07A 30'N84 406 110108 11.5. WW14•RT. 110107 11063 01'0410 401. 110107 10.090 w•ND4. LT RT 700104 10.110 0010N•RT. 07 0100 12414 100415 17. 07 01011 734710 172025 LT. 70 wan 2e.061 NA 418061 LOCATION 07 = 072 PIPIJ0E LLA.411E O 7 • OW PRL/CROW O 7 • OW FAR GOTS 8®9970.8 MAOP 1200 POO DESON CONFORMS TO40CFR•' W IATE9T ®11101 LEGEND EXISTING ACCESS ROAD •••= •r•EXISTING PIPELINE PROPERTY OWNERSHIP LIN? - EXTRA WORKSPACE/ST*21ND AREA LINE CONSTRUCTION 1011 UNE ?01MANENT ROW LINE • -•••••••• C/1 PROPOSED •IPE LINO --- •-••-CREEK 0R DRAINAGE UIN�yE)II��q ❑M NEM RUN-.5"oR f1I71.% 90X0 • REWNTOR W SEPARATOR E 15516CT HEATER © 6007165505 [D] DE HT - HYDRO TEST �• REDUCER SLUG CATCHER 00013 RECEIVER ,I SELr-TAPPING -ICI- ?WO VALVE - D•=1- CATE VALVE - PK- BALL VALVE i!F CHECK VALVE VALVE W/OPER410R • BRASS CAP -(1)- STONE CORNER D SURVEY CONTROL 7013E e INTERSTATE HWY. ❑ STATE NWT. o COUNTY RD. 0 SLR 700. • N.P. MAIKER • WELL LOCATION ?REPOSED WCLL LOCATION 10-x• RWFR WEICNT 40601 WALL 1 5ECIION L LIC ULUNCNER PIG RECEIVER BLDN AVE 1 -0 CATHODIC SYSTEM CAT XOOIC TEST LEAD WELD CAP - IF RANGE *EOL0A110N STATION -_ - - BOUNDARY LINE ><x.= UNIMPROVED 7080 -7- ?OWER UNE - C- CABLE - 1- TELEP411)116 - 0 - GAS !1.'ELA1C - 0- OIL P1PELINE - X- FE5CE Williams �i%/LLIAAT9 PROOUC7HAYRAR' 01/26/07 PRELIMINARY PLAN AREA ONLY. 01/25/07 ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPUCATION 1 03/30/07 ]RAFT VERSION -IS IED FOR RIO CLIENT R;VI°W COMMENT APPROVAL 3Y LGB CHK APPR riAi7RUTIN ASSOCIATES, INC. Imam or. AIA ENS moNUNraa worm LGB LGB WRS 3 E0 401000 T.+ IAN 751E S Pr00.1 FNWTPOr2NB..OR 010 aoJw0043Pe O.Wo T.N UM Typo C Form. 11 olfeCt.%•.OWOeb 008414044106 0.000 TM Wel Typo D dont TaITisk. CWO N00WJ1400N100 CWTo4O Ta11rd Ton E RO•row•DOd.fIB.0W004 DROJIODF/I. 6 EA 0 EA 3 EA 0 :A 0 EA 12"ANVIL POINTS JUMPER LINE BOP 0+00 TO COP 0+09 SEC 20 T68 R94W 12"SHARRARD JUMPER LINE RO? 0+00 TO CO? 25+05 SEC 21 TBS R94W GARFIELD COUNTY, COLORADO SCALE: 200• DATE: 01/22/07 JOB 40.1 10294 AP?10VCa BRAWN BY: LCB NECKED 0Y: WRS PLOT SCALE: I' " 200' SHEET TO 0,16WDR0iAS10.7411114 NOTES 0 LY888288.31301118 Wcingowebym Z 0 W. F. CLOUGH 3308.0 FEET 0.63 MILES g Colorado Dept Of Transportation 633.0 FEET 0.16 141115 r` W. F. CLOUGH 277.0 FEET g 0.05 MILES S neva oom4twp -POA 03 t.J ETLT.• %1•1111N'S4• %EROS 12.04.3 LS2NSE 1.1." P111$04 G1 /0091P/0091PRT. j{ PI INS 44.43.7 1PI2TC RT. zU LD 4q w Wu 1'J[J R z �� ¢� CEI S ¢ ¢¢ 111 �d - - J�j 9 ¢ q 1�Ry' ilii RN IRP RS+ 7101@ 1 11 IEBES F 5 ggeng Tyip it b R 100E 44.77.0 WA D•6Rtab'4e/.dm�t "Col Ced4w[ rla .tlald b+ Pi>b Edi �E cv�•n4Pf�p 0 OTM10ROOMROL WBJ•UL LW40R1 �� F a 666666 .'-2 E WsnRL Leant 1- En F REPAMATIOIB® O ROW WORRIIIAC! r Q i CIATUAAL M0lRd1 N LPLAN104/TOPIOL FWTFIAL LAM gCC 0 = Timm 41 g OFfmiNonGL F OTHER CROMBERI LOT FR ROI F0. IPI EPL FPL 11PL IRC 00N071TCIp14 FR FPL 141 PM 7011 1 1 W q y y} o fa IC PE f { ,q ` Q~ _ \ASx.:- f t+ . ._ -.5.. . t l �h • "0 ! r. ' F. Y N 4 � ; `� �-- 9 1 : .. a :. -. - .�. . Ij.. ytil�'.r w nK_ �y `t •3" j(/L'4 � s '�t / 2 7 i g�'[}[T�R ._ �p1 -r� .. .}.. IP; 4 ' .•i J- 1' Y' --F li to �y. - h .. . .. ... -� ., h off. q' _ P = l ,,,, T f t J `+r• f CLASS I LOCATION DOFF. ONPPUN eaEr RAMIE DF- DOD FMWGREDNI 31818 IMP ISM POO L7BIm1aNFORIEtoscm-1oQUT�rLmIaL r _ ,•- 'rtLy, �:• a _ • til Y' ! J�� j - ,~ 7 ♦ LEGEND 4 (` IEE ~ '. a: vP F ii ;y .'�R:` rt 7� gy J7 A I Z �o NC`'S y 1/ f {' '� yi' f� ( • q ' (J� (j, e..: tr e P •�• A( lr q ` 7 i t ' { PT � I ! ' -` I =TRIO ACCESS ROAD �� DOSING PPEUYE PROPER El OWNERSHIP LIVE - CX1 RA WORK SPACC/STADIVII AREA LINE CONSTRUCTION ROW UNE Z Q EL �P sr I DEVELOPI�NT t :% ��sT LUCAI If1N / "., T cry / t; ! N,a 1 `r'r y L ; LF. c ¢ f / r, 2� L 4.c 'J 41.<„,., 11'4 pT STq 6 ,P ��1„ �a l t -\�.?3_.b f+YI ! \\ -: 7P . a - C , II I.4(D yl y J �t 7 7 y't `!�--,. 1.- --ii - J raj_••_••- I `rrJ `T + Ss / is, �` ,• I Y��'. r` { 7 r SENCRUD£ LP ' f, Y F �J Q! 4Vg1 '^ R" INV PAT IERY I I� �., .j! at, '� _ 1 ,� j - { ! _ ��' LOCATION i.23 AC spy' jj ! { '� : _ 7 L¢�f' 4 r STA '.T'•c .� t -r2 Z �t _• �, q 1:� i �o� -s.-Y �..� �`� `�'= 4 a T 1 • �r t r E I " .. _ .i ' f S iM + �' �_ _ .. r• ,. t� �r�. P � lL.i' <` . 4 / { - s�-. ..e......: z. .. ..r .� _ 1 4. - a..ra.A l.2...... .. - alaiitV6-.. ^-_ . ERRANCIIT ROW UNC ER UKROA0MANAGE LINCE Y MEI PUN IN7p`�IpN iCHD ❑ ^�- Oi FI7TI.YC R REGULATOR NI WELL © SEPARATOR ?REPOSED WCLL LOCATION INDIRECT HEATER -•-•. RIM WEIGHT III CON'x[SSOR ❑ NFAVY WALL -�..... .,t ., T ;.. _ - r2. . - C/L 12' RUL !SON COMPRESSOR �- �] DEWY SECTION _1-. UN� R LIN��- _ .!�` f �� 1t _ �, - q BBIt'L ]I•y 11E� '� 9, NIP a II NV • 1]! -Y.4".. '- - . --C - ....- h: 'S -r ---:..'-''..-E_-..._ - . a- IIVORO TEST ¢ LAUNCHER VAMP c j _� �-_ _ :_ .., � ,.- w1 jt •,' • tT'ER'•IPE _., - ,... _. - ---. _. .- --- - - cr�144•-lc - - s.�0 q T��LL���� �E�L[[[[,AI��'__`__,�,�, .- • +.._ � .,, ..,.• . :_ yfB'=.Gt$' 1T.LiDi•ELp '.,• I P t /4'fr ANVIL POIITSGARFIELD L.R. Y-06Y-:PIIIIIImPlIMMIV � r A. ,. •kJ • 1.. ♦ �7, C ! .,..:..`. t, �` • L 1 4I . ? : \ iy. - '""1a.,. w cM-.4.... v-�'Y.. / '-••. • P '' r•-, `. 2. i t f.F{ J T r +.: .:.V•y P ', `I• {( ,y �P t- { - ... : .`� a :. n T j� k I -�' . 1SON� • � �, / If'f 4y.....',, i '•• ._l'�i 1. • 1 MN :.',v y i- . ?. is 471'rr ROOM i::F ?lVG VALVE -- 3K1 -0O- CRTC VALVE CATXOpC TEST LEAD -COO- BALL VALVE -O WELD CAP 1/F CHECK VALVE _ac,_VALVE '-1H FLANGE muss CAP * E + STATION ... - _..mss,lr,: : .. 1/r PNn+nad 4 Cmm�m I� 6 4. - BOUIDARY URE = ROW *. 11.04: \ 7Y'R1 75. RE so in ® ^� PWIF�lY�R9.mfV Kr ORNER HE bRT le Rt 1b Ri Rt TaM 7R'RT W:NN RON \mss - 102 RT.WORia I LPOINT AUNIfIPR0YE0 9URVEYCCONTROL �x'c I - -� WOIq NO BEE NO SEE p}I EIOAD IL ■ I .. 8 IVf[iSTATE -P- U18 0PA L.b BP'OIL6¢ 8 i If - 8 SPOIL BD! A 8.T. E EI HW1'. SOWER ROAD ENMPPl d/2. I / ffiLT. HH'LT LT (RAO MO AREA 0 71117. -C- CABLE EE 100SXAIPP.I., IRLOMMERa4gEA1MWVlbv ER *HILT Z'1-m'LT !sOP OR I �y1SIAM COP STAGING AMA 4RN ROM N -IG dA RANG HMO STAGING AID PULLBACK _T- TELEPHONE Q COUNTY RD. J W -I HEM BTAOIAMfA AbAr4mYp C 4 LL 2.w abA 1010. ', a }1, f6 f6 p *i i6 ~ '11 R g 2.E i� G pr ill d a 11 V I PM04t401 ' t.0 ' '4 � ailra V ILO 100. ,-0- OIL %PCUNE -0- OIL PIPEL"MUINE O Y.P. MARkEi -A- 10 ma T. �A6 � I r+•rr 4' U 3 RN I ® V�+ Q 0 1r 11f p yyAn� 1114 p 1pB �T L4 4% G / I 2 IYOE0S Ron D.eurp p1P LW 4m �pBY• i s/ G 4, FG, gG [GG� [G, G [Gr a / _ gg , ,11.1. v �: G k11 ' © Williams AI Pp F+ G G G G G G G 00r NEGRI ft WM: Amy/'' WRY Wane Ramiro /Y - fY yR 1�P\ ••' r- % -- �L• / / 6B /71 F WRY FP/ Grwa ng tmVge Her; 1.7041111110 Aw rTTe-n ON OWN .WAtu!S FROMEIOTRONRM. JlYI/Y //(y/// I 1 Sm DWG 4OR0-KONOF1OI J 7 / ! .�� �y BILL OF MATERIALS REFERENCE DRAWINGS REVISIONS / yt1�� i.dSdL.7RIFFSNA ASSOCIATES, INC. ITEM DESCRIPTION SHEET FOOTAGE/COUNT NUMBER DESCRIPTION '10. DAT= 3Y CHK APP$ iii" �W'FUMW ! bre PP. -12.76P OD■O?lPMRKOIImAPidIWR 3114 LF ORG-7R804-14294 24" B1RG4TH GATHERING PIP=LIN: FAB [MAILS RULISON/SHARRARJ TIE-IN 0 01/26/07 PRELIMINARY .Paren+AaaA+wMI. 4 umRpm -12.7010046375•YT9OmBPR4XV 338 LF 02C-XNG02-14294 24" RARGATH GATHERING P/L X -IMG PLAN & PROFILE 'RONTAGE ROAD I-70 HWY/6 0 01/26/07 PLAN ATEA ONLY, ISSUED FOR CLIENT REVIEW. 0014MENT AND COUNTY PERMIT APPLICATION LGB LOB B um POI .12.721 OD VOE�wr•O.r?P14LAO 915 LF ORO-DTL01-14294 CONSTRUCTION 84 ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 8 1 04/02/07 DRAFT VERSION 13'FUL/SON,]UMPEI?LIN& A Dm. 0441'47FSER'm'YNp'i 3452 11 -ISSUED FOR RID. CLIENT REV COMMENT APPROVAL LGB WRS • Poo NormAROO..TF7EPsbrhpd 915 LF 00." Oi00 to CO` M+111 a CRA lnnn.d Mem PM4T W W.YN.m I6AIOVrWOSgIwAB. Geode 5 EA 8E0 20 A 29 T8.9 R94W 00.1 lldI.dTrwASwim, BmoWONadGJW01019E 6 EA QARFJELOCOUNT1' COLORADO COMM, TMML0MTVp B Panenfa6p Ppm(B.ORV Tb 1:410-.04201-0118 6 EA SCALE: 1' .700' OFO 01110001•41 Lad Tog 0 ramp Pp,B01I O5 ,, GMaDri11ON110 9 58 DATE: 01/33/07 ORAW!! BY: LGB CRD 00.5 O.11t14e MA 1.•d TVP D OrrmtT l'apIlmOWO /In OWp Jllal0R 0 EA LOB Vogl 14294 0101 SO BY: MS PLOT LALI: I' C4. UM LW I R+Iran,.Us &ImMVONAOROJ10I41N 0 EA ABPROVE01 "30000W. OHM FT DNT9BOAO-PA8rfa42011 014L21OATOFASf2 14254 NOTES W O $ W. F. CLOUGH 494.0 FEET 0.09 MILES eL N+ ikT ,M PI 1.m0 Na tam Irma LT. PItlDo 14172 IMA Pi N O V1 LS 2 E/ 2 o 6 0 $ R N HREClAAA110148 I� 010350/1 COMM WBPIAL 1sgM WIRRAL 1103111 5 ® o J ROwwOR•OPACR 9 a.2 CULTURAL Nb1RdR O NE Z BT1 EAMMWEIINA a N4I411MIOPBOL ----- PWT4IALI TN FW4R I111PPtl1N = e TMMO 5 9E01FLYW0JL MICR CA70931506 FPL 1 IPSO OONSBRCIIdl - - V w BB9q ED Jil E Q d p a d E. C E. :.5 . .. _ L / 1 •II _ - t 41 y R M • ODD mama stoma DP • ODD 7211 ICIWw Of-REOFABWGI7LDABlBILIB DIMON COMP MIT° 404RDISCUT®T L91R001 n LEGEND I OUSTING ACCESS ROAD -.�(%SANG PIPELINE /�,p .r.. PROPERIT OWNERS op LINE om,, .-- ,�NA. i E41RA WORKSPACE/S1A010 AREA LME CONSTRUCTION IOW LINE - 1111..���F � 1 Y ..!'l L�,y •� sr r �' h5, I.. 41Y •�i I: !�- ERI* • = T f .eUZ -•'�.`• 1 r -=yam : . E i oce yOC - - _ 1 z ` li C/L 12• CLOUGH `RSD END 12• e1U ,COP STA 4 9 L �IST JUMPER PIPELINE i4�1 61 r.' \ '_' T j' TF TA Sq " 1 �`• :A V .. { . j A 353103.9 '�\ _ lIL1 .✓ T. ._ I •V. l 'r •� 4 p n I' - ry - * • r/ t5! . E A Y , 4, aa; 1! .ERVANCVT ROW LILAC -- PROPOSED.^ C/L PROPOSED II'CLINC —••-••— 09E05 OR MANAGE UNE Q MEM RUN �- WRI C "" ® REGULATOR MI WELL LOIJTNIN ❑S SEPARATOR . PROPOSED WELL LOCATION pH INDIRECT NEATER +a-. RIVER WNCNT [0]] DENT SSOR NFAVT WALL DENY SECTgN PIC r MIRO TEST LAUNCHER -C-- REDUCER SLUG CATCHER .i. PIG " UOUID RECEIVER + :CCE:: _Ti TSUE-RAPPING '• eLow G K -ICI- PLUG VALVE } CAINODIC T SYSIEN -114- CATE VALVE CATHODIC {� BALL VALVE -L TEST LEAD -1.-1- CHECK VALVE _O WELD CAP _ YALVC -II- FLARE + mussCAP* SEANTATION N P•Inwr� e A OrYrI ROW Orap AMn. WIT M•4nrROW SPE 1.1; 1.E STOVE CDRIER - BOUNDARY LINE ac>c UNIMPAOYED SURVEY CONTROL ROAD OIVT ` R SPOIL BOE e INTERSTATE HWY. -P 'OWER UNC 28 RT. wOs0N4*OR 0 6ff in. -C- CABLE 0 STATE NWT. 0 alum RD -T- TELEPHONE -C- Ft Ram* It 1 12102 _Q _J �FAB9 fE9 . 41 ft CAS 71'ELMC Q BLY RD. -0- 011 PIPELINE O Y!. DARER-K- ?EHEC O L:• 3 V 1le ,.•.Iy o b9oF�Tae -� e �+ 411 �g• Williams gam TaalOang(6y04w4 PAR Awry* Wok IAL A:••wP west Pot irk '/ �,,,/ NGLUAMS PRODUCTION MIT BILL OF MATERIALS REFERENCE DRAWINGS REVISIONS r1 RIFPM A ASSOCIATES, INC. ITEM B DESCRIPTION LrrPq-1T.TlIP ODKDaCWTNAtlAPFi1N2 SHEET FOOTAGE COUNT / NUMBER DESCRIPTION LA0. DATE 3Y CHK APPS iii��� ;y�;SI Ir. 443 LF DRG-0A903-14294 24" BARGATH GATHERING PIPELINE FAB DETAILS ANVIL POINTS/CLOUGH TIE-IN 0 01/26/07 PREUMINARY PLAN AREA ONLY. LCB 4 usRpe-127IPODK09T7WTKliLwAPIQ1LQ 0 L? DRG-DTL07-14294 CONSTRUCTION d: ENVIRONMENTAL DETAILS SHEETS 1 THROUGH 6 0 01/26/07 ISSUED FOR CLIENT REVIEW. COMMENT AND COUNTY PERMIT APPUCATION LGB A Pp000*V1P=IedayAped 443 LF 1 04/Q2/07 7RAFT VERSION-ISSUED FOR 610. CANT VIJ=W COMMENT APpROV 12'CLOUGHJL EELIM 5 OTnnnNF* PEAT 1991•0 A03095TPVR'/mTAIp•C 0 LF '-. LGB WRS Ewe or IR wrto•d. R BM1oMPWOSysiYP 0 EA OOP 0.600 TO COP 4i94 CPA CPB 0 s4cTERI14.4TyreAPPMDr tInOBgN¢OROiisawc l CAo4oT. 2 EA SEC 18 4 217UR84W CRC Lod TylPBPLroUIFB'eBIPpyA•SoDYATNEL 11111.11®441! Came 0 EA GARFIELDCOUNTY, COLORADO CND UN Lori T5TR 0 Poop) Pgare0owp9wLW01n OR-*100WR6 1 EA SCALE: 1- = 200 DRAWN BY: (GB 09.1 CsoseTot LeodTyp D CealonITo1RpesDkveNoOM.1NB/M0I 0 EA DATE: 01/22/07 EH 05E0 BY: YRS Cdsdo TSH Lod Type E Rdr•o•BydodiNDIANs 1910.111331410)0 EA JOB Nod 14294 PLOT SCALE: 1• = 200' APPYROVEDI SHEET!! 014L21OATOFASf2 14254 ALIGNMENT SHEET ENVIRONMENTAL AND MISCELLANEOUS BAR CODE 1E0E10 ENVIRONMENTAL MITIGATION AND CONSTRUCTION DETAIL 1007405 *NO METHOD DESIGNATION CATEGORY SHEET CODE EXPLANATION 1 4 WATER CONTROL 38 INSTALL LATER MAR WHERE REOUIREDACCCROING TO THE PROJECT REQUIREMENTS DRO -1{2049110. 050-14104- 9111 TB 901 N L 14E501 R1EN(HKNAI2XNNING ID THE 141014.11 1E01ANPMANIB 'GNA 05 5M41HAG 1.41. AND SPACING AS DIRCCTCOBYCOMNNYRCFRC9CNTATNE. DR0.112649102 Dn0.142945109 T 911 FENCE INSTALLATION DRO.242940136 ORO•142E6.0100 STIR STR*W BA.E ER0804 BAILER NSTA.LATOII. 593-14294-E1OS. 0X0.141040101 MAT NOS ON COPrRD-MATTING FCR SLOPS SHALL SE USED AS DIRECTED. DRO.141949433 5TR TYRCALLNTTIVO 70501P0205 905 D53-14294.5126 EUS- COVTROL OUST OUSTSCONTROL REQUIREMENTS ARRA. SEE PLANOF MELO MONT AND 0IHERAPPJCA•LE EWRONMENOAL DOCUMENTATION. 1 VCO TYPE/ 51♦•n MIR 501 GEED MD N :PEND NG) 502 SHO MIX VD ;PEND NO) 903 WED MN O WEND NO) APPLICAT101 NF -IUCD BS THE BROADCAST SEE0IMQ METHOD IS TO BE USED. SEE BLM STIPULATIONS. .LAN OF DEVELOPMENT. *7-00 1ER 7ROJECT ENVIRCNJENML DOCUMENTS FOR DUALS DE THE DR -LNG 50E13NG METH00 B TO BE USED. SSE 5LM STIPULATIONS, FLAN 07 DEKLOPNEVT,JND 07NER PROJECT ENNRONIENTAL DOCUMENTS FOR OETALS SPECIAL STA9LIEATION (TW (THA) 702,011215 OR NOT ROOMED 60.0140 OR NOT REQUIRED ADDI00(40 REOIAREVENTS (1ER PENDING OR NOT REQUIRED NOW W WKSPK:A 900TRCT055 SENSITIVE RESOURC E AREA THE ADTH OF TOE WO WE ARCA REMAINING AFTER 11-E RE0TR C'ON ON THE R 0 -IT S DE E/9 CAN -0i INE IS14RONDE] 000003017.E'-SWUITMEM51731 DMY MA 9E1 R0NJAN'POR WORK AREAWHHI OF 771E CENTERLINE T C WORK ARCA LEFT Or TIC CENTERLINE 13 UNAFFECTED SR= W S MANTAS RESOURCE AREA THE%DTH OF THE WO RKAREA RENAMNO AFTER THE RESTR CION ON THE *Gil 50E OF CEMERUN3115 FRONDED. FOR DWMP.E •OR20L•MFANSTHA'. ONO -20 FEET REMAIN FOR WORN AREA LEFT OF THECENTEPUN6 T -0 2000K AREA RIGHT OF THE CENTEOUNER U4AP-FEC TEO. OCCLUSION FENCINO REQUIRED. DRO -112641903 1[14 TEMPORARY ANDPERLVJIENT DATE. DRO 142040141 VONITORINO REQUIRED MT) VONTOR EARTH DISTURBANCE CLLTURAL MONITORNO REQUIRED FORALL EARTH DIS1UR91N0 ACTIVITIES. MEANING ORADNG. TRENCHING V12 MONITOR TF1E2200140. CULTURAL MON7ORING 099420EO FOR TRENCH 90 ONLY CLY0SIF1CATON STREAM TYPE (TEN (TBH MEWING OR NOT REOUIRBD PENDING OR 1107 700)25ED STREAM CROWNO 14 MREEK OR IRRIGATION 311012 FLUME CROSSING ORO 112910114 GCS SMALL CREEK 0RCRAINAOE 0PER•CVT CROSSING. 000.642148160 OCC OPEN CUT STREW CROSSN00PEATER THAN 10 FEET(KANNER 0R0.122624 9223 SCO OPEN CUT. THE DRANAGE )5 EXPECTED TO BE DRYAT THETNE OF CONSTRJCTON. DR0.14294.1133 NSUAL TIMJ041.170 NOUN. RCIURCE PRO7LCTION fiCCVNICIADITS APPLY. REFER TO MN STIP-RATIONS AND 0 THE* PROJECT 9051 AL 2001950510970 0000l10A117815. 9111.D4CWIC 14E0J15 31015 FON 7LAIHEW00,1XIRA WORKSPACE SETBACK. FROM ROAD3 AND OTHER PROCEDURES NAY BE REOUIRED CZAR AND GRADE (TER) AREAS INDICATED REOURE SPECIAL CLEJA810MDORAO0O METHODS REFER 70001 STIPULATIONS PAC OTHER PROJECT ENVIRO W ENTAL DOCUMENTS FOR REQUIREMENTS FWT TST ROW SECTION WITH FLLL%DTH TOPSOIL 6/J.VA06. 000-142040121 BWT 0•E/ 110 W SECTION TRENCF 6 SPOIL MP41079711 SALVAGE. DR3-14294.0124 R0.112 SECTION BLADE MOTH TOPSOL SALVAGE DRG.122040146 ADE HILLROW SECTION WITH BL LEVEL GRADNG.ORO.•1CW.i7J) BLASTING RESTRICTION° B LS BASTING RES-RICTIONS APPLY IN THIS MEA 0H000C BLASTING SE REQUIRED 10 EXCAVATE -RENO H. (73N 579059910.1?! (TBR (TBR HUNTING 5 IRROATION 011 IRO SPECIAL PROVISION FOR NOXIOUS WEED CONTROL AND MITIGATION APPLY FOR THIS LOCATON. SEE 0.N STIPULATIONS AND OTHER PROJECT ENVIRONMENTAL 000JMENTS FOR RICUREMENT6 AOC IN STREAM MYER ACTMTY THE DATES FOR THE AVOIDANCE WINDOW FOR STREAM ORR VER CON 0TRJCTON ARE 7ROV DEO. AOC%LOLIFE CRITICALACTMTY. THE DATES POR THE AVO DANCEAN DOW FOR WILDLIFE ARE PR001300. ARRA INRCAT?R HA9 A h0NTN6 RRSTRIf7ION OURIN3 TIP P.RIODI ISTPT1 SF! 7112 I IST RPSTRICTION Siro(WAnoN AND OTHER RCOIJIRCIACMS Or THE CONTRACT DOCUMENT0. 0000505 RES1RICTIOA AREA NO CATEO HAS A RESTRICTION 090*1.SE OF LANDOWNER MA.IONAL CROP AND RROAn ON ACTIVITY. SEE LINE WT AND OTHER PROJECT CONTRACT DOCUMENTS TOR RESTRICTION INFORMATION MDM11n0AT,0N REQUIREMENTS. INCISED CYINNEL CONSTRUCTION 00 EMAIL INCISED CHANNEL CROSSING. ORO 14204 0161 UC LANCE INCISED CNMNEL CROSSING. 093.11291.01818 SLOPE 001500FCIMENT (IBM. 041.0(55 OR 1101 304140(7 E R010095NLWAYS RD1 RDS IRRIGATION CANALS MD DITCHES o LW Uf10TIC5 rPL CBL 9 105 PRO PEI 793 PBS PET CATHOD.0 PROTECTION CPA CPB COC 190 CPE OPEN CUT UNCMEOR0/0090SENO. 090.142E1 7204 ROAD CROSSING . BORED • 5NCA5E0. DR0.11204/203 CREEK OR IRRIGATION 3101 FLUME CR7 SENO. DR0.1420'.3111 1OREON PFCUHC CR0091N0. 050.14294104/ :WILEU11J1Y CR0061N0. DRS .14214.016.5 961041 PROTECTIVE BIRLMDT POS TYPE I. OR0.101E4019TA INSTALL PROTECTFE BULLARD POST TYPE 2. .1 •4.4 I ORO V S S A INSTALL PROTECTIVE 5Ul1MD POST TYPE 3. 050.1420491010 INSTALL PROTECTR2 'JERSEY BARRIERS (PRE -CAST RENFORCE° CONCRETE LINTS;. 790• o254-31918 INSTALL CATHODIC PROTECTION TEST STATION TYPE. PIPE 10.5011 050.142940195 INSTALL CATHODIC PROTECTION TEST STATION TYPES PARALLEL FOREIGN PIPELINE . 050.14294.9195 INSTALL CATHODIC PROTECTION TEST STAT/ON TYPE C FOREON CROS51113 400112641195 INSTALL CATHODIC PROTECTION TEST STATION TYPE 0 CURRENT TEST 1AP. DR(h141140133 INSTAL. CATHODIC PROTECTION TEST STATION TYPE E PERMANENT RE0ERENCE ELECTRODE. OR0+429050196 011104 NOTES: I. OMOW4910 12 15 70 66I nor fro✓ 7151 011 55 1. 1OI K M 9* AT RE 9175X0 mQ THAI COWAN 0. SCHEME CA.WE1E .ALL wAT C R 90 0.705 NT IGH. If N WFS 4. x0 1117110.156 00 LRCM [OU601T 111111.1 100 6017 Of 51351 0NK KR . 57570 7 COMMON AS RIX 57RL61 momBI No4211.4.24 ISM w F mosso. >. MAW O 0.1 M ss AT SIC TO 215 ORM01 R 14502 EDGE, N -us,I NA lRAMS A .11A5 Of 2No 0 A IMPC NrrAGAnal A WI 0 10.01Lg OFWQ E Nan Doom rL015 PST. WWI N YATONOYRC NA WARM [DRAW, x14211 LAR. LVHAVOT www.N11810 IM1D.. BY DO*41MAY 057: 17121E (0912.140 0 OWN A 01177001 swan mum. NIKE *1 UNWORN EW Of RIME 710 SEAL 0 SWAM) NN 5•]90005 7140 R0.LRn101 51(0 •1100 GALS 1770 0.04.5 8 COOTRUCT 99002047 0021 1r 8035117. 10.NOS.OMAN s162X40.9010.7601 .r*,EAALT�99S. 14VOK011 WSER GOWN. THESTR0 0PRCgII 11. 5017E G1snRK1101 Or MM SCOWLRN. 05 N-9FPO C00 PPE 76 NE[ISSMMO r AR TO 0.110.42011 M 1 N- 5(351 7011010. 11 I aqO. TRW. W IRCOIR .11170 50 1 TOPORARY (1) 71155 5 19.075AR)1 0 °sem HAT. nos mo 100510 ins 15 0517.5 1117.5.. 7751SINEPOO1T PROEM. 11410200.rtEm9R 3.11N C�14 11W171FOAM.5 IIWMm5.W 1ORCRN1PIE 0(0 0A0741 54L� EYIOq q M9005 ai E YIOOA£5. NNEDU.IELY 17. 36. 103 01REAKrz 0 10 IWOORET Ria 01041110 OOW4 PRE-0051152C10. RR RR D 26 0X0157 5 0 ABED. 41 Ba olums 104111 0 u CAN NMAN N �r4 41� 1O RCWRm. YIT•u 1. WAS OF N. 4 Ronan W0 DAN[ X4018001 Williams. DINOAL OPENOOTCJIOANNO• RMNLN!TIDO . RIFFIN A ASSOCIATES, INC. 11511419 1414EU( BT, BUTE302 ROOK !IMAM MYe4BN (557)819d020 SCALE /RIME O11ON41810MWII64 LN7EB50A97 CODE: FLM CODE: OCC yOTES: 4.551X3 BAONC ((B9yVNCln ra r rU®r M 951x4 r Y.78 71111 1HDI1 918090 HM BIO 1IdOVID, 15 111DO1RD I1 MC SPEORIORONS OR PROEC7 dNYNe6, 67 4.5 D3Cip BY 1K Opmuly 4. 5S 02510R Ali WOW. 01 1187. MORNGMO. RN 25474 11 21 055 C NM MALL BC SW 11,1403(mX.CO 5pCrl GTWONS ROLLS on Ammo NMGt '0 OnC47132 WIN A WNW YnM Of 4 TRT. 1 STNV4 91x1 C YM. of 11 0*0* 5094 71.5.4)90 MM 6. ICN ADA 0 WW1 1107109 SHALL RC 06.01 INTO M ERWHO 70 M Tut MYCW or M SWAP. ECF ALRRNAMS 1• wows PEES S LONG NA 01(0500 0 5001*[ W M. 4. WI010 9160. C 761018 AcCORHE 0 1ANNWT150 511157M:L1101S M AS STATED 6009 • TMM ARMAGH SOPS TIE IM &Nom 621..33)0050 2T ) 9*311 51074 771 M 500.1 5 6 0 260E W1F726 UAW MOE OS wog IBM. 11 A WAIONM R 4110[10 W • 7.6111* 11171101(5) MAWS M 9OPE N M 5PE0noN r WARP FOIL ▪ KEN TRoI Ast omit 7APl[ raw id won( RM. CFon( 11007. 0 NO CCdWMiMO MOOR ROWS WTO SW, SID WORE 770X57 A 4• T55Wf 6- • 11E MES Or PNIA55.1I AMAIN SHALL K (WRAPPED A M1MM r C, M 8PEA Wm., SHALL BE BARD ERR THE L0*00 69111(SWINE SME) AW 4101590 EERY 14.4141) TIE 0210 OF Re EWE. .9121 14664.27 Do* Nw 10 9018411 01.72111. M OK011.252/19C 7 ITEA* 91 AGN 0 8 50 05 .01 15)0 RAMEY (SWINE 0711E2 WA MP10'A111ELY r OF °WRAP. 5101E TAO. M N49A.PPa MO F.525 14•. • 67405 0001 ROM I A1NC1 7WM 51411/4 AWL C PLACID AT 4 .5 0001 MM.; DM www. 6 tlaPPR7260 OR 1sa0#)CI). MONiOr LAM.011ulum 90311 01310 REIMS. 1311010 NWL C 06011*) v 0 AD WAWA 1 101108 TER 0ANG111. WPM 0110(179 a NAT 004001. WRAC 8 RUM As NEEES0107. Williams. 1107462E 9171019 IIIMANNUNKA 1110�e�RNFIN 9 ASSOCIATES, INC. '•0_Ann 3.44T4341.44/ 5 11149x81., MADE201 ROCNMRMD9, 071 (4onePP1A BOAC4 NOW 0550141089711144130 0,11E050E07 CODE: STE [IWMO +-1 OATH IMIOYII TI rax S. MD [CST ormolu Il Ap0111ML � 1 5 �(�7P•�//�/yyy�y��7�/ 1 fIIIIIS O ILNDINO x[1114 TAT IMP OIMND :O� • • SPM R. & ERT RCN01 ,t. (i v�I1gA�ppp 1 iN 3 m_ 614x8 3 e.l !IL °' E _'_RA I 10P601 WOW. PE11iYrwEErE0 _IM> BRI•II�M4 IT �BSPOILfall ILjpyyl I 11.15 MR 6018000Rr II WYI I TOL w9wNBNw�n MRCP PROM SPOIL PIA -i-NIa• r+ E 1' I L' �8 !I§, '1 �HMO 1IIIR1r�--�To7sLA ) 1 I.L_ 1RAP 0501 (7[0 LNO55) 8 S0 SCT 5A01 P1002 A STATE 925) sat 5119/o M. Sow. WAWA PLAN NEW SECTION -A-A" F.1 a NOTES: 1 noS 8*30o ARAIES O STREW ANO RS1R OI5S705 L SCHEDULE 0 W8N0 311. LOW ROW PER00 r P 4. 103 KN 0 00 80:011 common WARP COAST AC1DnK 1 [45071 MRN IW 1102 4. H.0 KNEW r N AND S01911I CROW.) 0070 NID BI 10 PNS. CMN PALL S 10 5 01 TENE.. MSS 98081E CROWNS. (U M4ABC0. L FOR 00(85 1 MSS TALI TW' VOLE. *0 0151 5* 01 WET TAW OC TOP OF TMC 770. 1 1 00INS MD FORM N M 1110)1 ARN S ON RIC DO00 3701 4.4E HM YIMMT01 LEASHES UNLOVEDAS0X[170 7. LOW' HMO PUGS AT ME MEAN 6NRAPEOL WR 8 COOLER C01151AUCn ON r N-STRC9N RPE rCnOH, 6REM KTNT, L521C1 NCH SLOWING. WIIRCVJRC. 7151111.RYPORMY MAN 10. _ . 1009 ROW MRO10STR 9*105 CD Il. Wl "r4. K"K" ITSZT SOAR SAILS ND/OR 01am BA01 IHT1 w1 . G31FRYfiR.O I'M STOQSIES 13. 705A -N RPE 10500E WENCH1PIIS PR 4MATE 10. RESIDE sINTARINATENTOURIERuo Q7 3EL TO APPROXIMATE . 001411 10 0 10111 0 51 09 O WE.4 1!. BRfNl NA WAl1AN 1110.02M220)93 CROWN E07R0. MO 55 45 SI 1019101 A O RES RE W WO 16. RENEE (0MIDE AW9I 057 RESTORE 0x1: DRO[ uO WBwwp0OAIm (r 909SSARYT GREATER THuI ID MET MX AT THE WATERS EDGE. Nom 72 Ham Cr SROM 611(0 *[NCL STATIONARY MAMMY AS PR M APF, 0 09 ATERF7 OUT 5 SWAN CNW41 A VNYW) 10 AVERS T TOT TIM 041 ADE• 476X SE 60711 170 RE 540 D 1AOIO1 SOCA 1IA1Wl f0 E MOMIONm Aro 00 RE SMART. WIG PRIX 0 PFE NSTRIIAWN WIGHT PPC AS IE635MY PMO* TO [tY/IDK[8.111 OF IN- (6011 RUGS. f IKWMIRr R CWiR0. MRR RW NO 14 311 F NT FENCE)) ID 14.1. 00 ELT L1050 WARP NC TOL FROM EARNERS fNALL [NTTO ALpq M 600[0 r 114 P - 0001Lv. PC- OOHERUC 11 )105. 8 AIA 90 .RATE WIIRMI ISRIO 17015 7. AS 11-70-. 5(RIXR A ACROSS IK B01T-r-MY 4.6 RCW01C0 WRIDE RI 89 10 PLA[} PESlORAO. MOP I 41.T Mw Williams. , /DPdCLItlp/SWD FLMOM WA7E OODYNEMO° S. 9.61 :I:7: EI MAIM 'J _ rrNGAL pr TRENCH PROFII F 11''0• 1701 41FRIPFINIANOCIATEA MIC TlPre°s arD.,- 161.4. ` IW 9'701(0 � PKmD TOP 9WA1GIx6 12 1 EM 1WMEM r4nTF$ T. BNW:r115 sriti E r IALLEA G Srous a comer pt, 108AIDN. Opp11005mID _ 7 11 4 4.11 r 1• m ROM M N.M. 8M0MµNPl�A[TIQVL •N4TT1L45 NA 1WTC *0 WHIM OE 5CO 0 90 5.0S. OCrA• 1or WT I. Ila Ir. LVA LVA r' smcwo DCnI AS SRE41m Sr NE 00P1T. TRENCH PROFILE 94NBUFIT. MEM SCALE NONE 1147r IM TYPICAL Yr Fc4R RENCH BREtWit NOOK IMAM 1991301 ORGN4 01IOM*441/8 maws 57 II.± 7RR07W 4 ASSOCi47E74 INC. 1-Sgr parplawn 157E 044390 MALE FIM* 14N6R0►. MT EMI MALE NOM CODE: OCC yOTES: 4.551X3 BAONC ((B9yVNCln ra r rU®r M 951x4 r Y.78 71111 1HDI1 918090 HM BIO 1IdOVID, 15 111DO1RD I1 MC SPEORIORONS OR PROEC7 dNYNe6, 67 4.5 D3Cip BY 1K Opmuly 4. 5S 02510R Ali WOW. 01 1187. MORNGMO. RN 25474 11 21 055 C NM MALL BC SW 11,1403(mX.CO 5pCrl GTWONS ROLLS on Ammo NMGt '0 OnC47132 WIN A WNW YnM Of 4 TRT. 1 STNV4 91x1 C YM. of 11 0*0* 5094 71.5.4)90 MM 6. ICN ADA 0 WW1 1107109 SHALL RC 06.01 INTO M ERWHO 70 M Tut MYCW or M SWAP. ECF ALRRNAMS 1• wows PEES S LONG NA 01(0500 0 5001*[ W M. 4. WI010 9160. C 761018 AcCORHE 0 1ANNWT150 511157M:L1101S M AS STATED 6009 • TMM ARMAGH SOPS TIE IM &Nom 621..33)0050 2T ) 9*311 51074 771 M 500.1 5 6 0 260E W1F726 UAW MOE OS wog IBM. 11 A WAIONM R 4110[10 W • 7.6111* 11171101(5) MAWS M 9OPE N M 5PE0noN r WARP FOIL ▪ KEN TRoI Ast omit 7APl[ raw id won( RM. CFon( 11007. 0 NO CCdWMiMO MOOR ROWS WTO SW, SID WORE 770X57 A 4• T55Wf 6- • 11E MES Or PNIA55.1I AMAIN SHALL K (WRAPPED A M1MM r C, M 8PEA Wm., SHALL BE BARD ERR THE L0*00 69111(SWINE SME) AW 4101590 EERY 14.4141) TIE 0210 OF Re EWE. .9121 14664.27 Do* Nw 10 9018411 01.72111. M OK011.252/19C 7 ITEA* 91 AGN 0 8 50 05 .01 15)0 RAMEY (SWINE 0711E2 WA MP10'A111ELY r OF °WRAP. 5101E TAO. M N49A.PPa MO F.525 14•. • 67405 0001 ROM I A1NC1 7WM 51411/4 AWL C PLACID AT 4 .5 0001 MM.; DM www. 6 tlaPPR7260 OR 1sa0#)CI). MONiOr LAM.011ulum 90311 01310 REIMS. 1311010 NWL C 06011*) v 0 AD WAWA 1 101108 TER 0ANG111. WPM 0110(179 a NAT 004001. WRAC 8 RUM As NEEES0107. Williams. 1107462E 9171019 IIIMANNUNKA 1110�e�RNFIN 9 ASSOCIATES, INC. '•0_Ann 3.44T4341.44/ 5 11149x81., MADE201 ROCNMRMD9, 071 (4onePP1A BOAC4 NOW 0550141089711144130 0,11E050E07 CODE: STE CODE: TB NDTE5' 1. MOM1 COMR0. W1No (FLAFa1A) sow. r U9L At LOO6V4 IMN1rro N M CNORUc05 410110 55 BJA 01PU1003 P95011 OWCNLL Apo As DRUM 1Y M DWAIN. ]. M a49D1 00171.4. WI SIAL C MY IRNA (0 YAM NN10 7826[x1 GIMP (SC 10 114} CM AN MVO. *)M0a1. .0.205 6011604. MAR 95711 C MOAN. R LVITIMOW ROUS 0 ad IA =MU M A WNW WOR Of C. 1.0 ss 21424:40.22r 11 oLi Ww. u-rxu0o NM 4• MOs MOA 1.501 swum SWLL r Da. DMBWIfAl EKRr MSIANf ICtS *. WTINC SM41 OF 1.71M0 K[BDNO O 114At11111E O 90011.1055 04 M 51118 413014 •M Tw Sr RR 1436:ET mm. mono YP160 M um" sax r Tor KOC • 37005 (VI M 2400 cm or M. RAYS* NO M. 0LP0 111 A C Y8 Br 0. OOP 11x18 M.., 11011 001E 04 U7HLL 500 or 1CNM MIRE 2171E mom 17 EOM 5(1471434 AND ONPACTVIE mown • AWE/ SWERWA BOSONS WRIROL WTlrq (0151x1100501') 01910 1451151,8101 •6138 911 RILL 9418 WEN 114 10 4r 114 MD. ME [13•1011R 0 00u We/ SUM. STAKE 01550 IT W[4. MAI AR M 13001 AT 110 or ADPL • 61010 SR1r0..1..131.14 M O Oa. 30L M1Y1AR 211 M (MK (0 STOM, W3). WP ILA1‘118017010* 911 C 51 70280 5700 M 1.0467 0 .11 Ar (SW E SMC) NM N•1•11011.111,N•1•11011.111,6. Y O- 08FAME FA E 51RC11p M (NE9APP*) AREA EwRY 111. • O.fRUP IJNC0I 9L.VA£15 r. sToF E 000.5 M0 095 Of 0U41tE7 Ar IT 0111 NA MEWS RN0*T NOM AT A T X019111 BON UK a 0314101 rr. 11,91001E STAPLE 9103911 G1 WT 1000.1. ROMAGL W SIMM AS 1100511. • 01 1.0I U M% 105 9.197 NO A 190401 lA1>s1 1x0 saw (Ac 03L*E4 *10.0) [1671 18•. Williams. 7471TX 111ATT91'0IONA .RRi7NNASSOC&A71F& MILL 144 1aWOdo Roo711nr ASN. r3R4.7,4•41.4113A041441 4.6} 1•144011.,EDRE10f IfO14RAYBA RY4119N IMO= °CAMS NONE NIONAON071DN/Se °A MO5M07 CODE: MAT [IWMO +-1 OATH IMIOYII TI rax S. MD [CST ormolu Il �(�7P•�//�/yyy�y��7�/ 1 fIIIIIS O ILNDINO x[1114 TAT IMP OIMND :O� • • MOWS 1.11140r 76 (49 71(([ 001M1 PROMO y...6:"..''S,1".. �- �- IPFLIK Au[NExI rx sx2R c .t. 11V0tt nib V E. 1EL ND Sta OFPT1 _ELL -w -T i:+4GY �PHU.J Y• SLOT p PIo[LDE PDCrNE1xME TrR 877 8WC* SECTION -A-A" F.1 a MT S / us RP OF / -= MOP I 41.T Mw * x 11 401r3. S. 9.61 :I:7: sJ4H _ rrNGAL pr TRENCH PROFII F 11''0• 1701 r.0 81[ a 161.4. ` IW 9'701(0 � PKmD TOP 9WA1GIx6 12 1 EM 1WMEM r4nTF$ T. BNW:r115 sriti E r IALLEA G Srous a comer pt, 108AIDN. Opp11005mID _ 7 11 4 4.11 r 1• m ROM M N.M. 8M0MµNPl�A[TIQVL •N4TT1L45 NA 1WTC *0 WHIM OE 5CO 0 90 5.0S. OCrA• 1or WT I. Ila Ir. LVA LVA r' smcwo DCnI AS SRE41m Sr NE 00P1T. TRENCH PROFILE ✓msx ITPIOALIVIIIMAIN 1147r IM TYPICAL Yr Fc4R RENCH BREtWit 7RN7naA18001.47E4 WC. maws 57 II.± 7RR07W 4 ASSOCi47E74 INC. 1-Sgr MALE FIM* 14N6R0►. MT EMI MALE NOM MN011 .$01712A7 Ma( SA 1YA rr97101 MOW. DIMIMI -0195 NOLY(MI1M0, IMAM 0110110.50747044132 557791 B5cE97 tMnarEsor 286941040507 CODE: TB NDTE5' 1. MOM1 COMR0. W1No (FLAFa1A) sow. r U9L At LOO6V4 IMN1rro N M CNORUc05 410110 55 BJA 01PU1003 P95011 OWCNLL Apo As DRUM 1Y M DWAIN. ]. M a49D1 00171.4. WI SIAL C MY IRNA (0 YAM NN10 7826[x1 GIMP (SC 10 114} CM AN MVO. *)M0a1. .0.205 6011604. MAR 95711 C MOAN. R LVITIMOW ROUS 0 ad IA =MU M A WNW WOR Of C. 1.0 ss 21424:40.22r 11 oLi Ww. u-rxu0o NM 4• MOs MOA 1.501 swum SWLL r Da. DMBWIfAl EKRr MSIANf ICtS *. WTINC SM41 OF 1.71M0 K[BDNO O 114At11111E O 90011.1055 04 M 51118 413014 •M Tw Sr RR 1436:ET mm. mono YP160 M um" sax r Tor KOC • 37005 (VI M 2400 cm or M. RAYS* NO M. 0LP0 111 A C Y8 Br 0. OOP 11x18 M.., 11011 001E 04 U7HLL 500 or 1CNM MIRE 2171E mom 17 EOM 5(1471434 AND ONPACTVIE mown • AWE/ SWERWA BOSONS WRIROL WTlrq (0151x1100501') 01910 1451151,8101 •6138 911 RILL 9418 WEN 114 10 4r 114 MD. ME [13•1011R 0 00u We/ SUM. STAKE 01550 IT W[4. MAI AR M 13001 AT 110 or ADPL • 61010 SR1r0..1..131.14 M O Oa. 30L M1Y1AR 211 M (MK (0 STOM, W3). WP ILA1‘118017010* 911 C 51 70280 5700 M 1.0467 0 .11 Ar (SW E SMC) NM N•1•11011.111,N•1•11011.111,6. Y O- 08FAME FA E 51RC11p M (NE9APP*) AREA EwRY 111. • O.fRUP IJNC0I 9L.VA£15 r. sToF E 000.5 M0 095 Of 0U41tE7 Ar IT 0111 NA MEWS RN0*T NOM AT A T X019111 BON UK a 0314101 rr. 11,91001E STAPLE 9103911 G1 WT 1000.1. ROMAGL W SIMM AS 1100511. • 01 1.0I U M% 105 9.197 NO A 190401 lA1>s1 1x0 saw (Ac 03L*E4 *10.0) [1671 18•. Williams. 7471TX 111ATT91'0IONA .RRi7NNASSOC&A71F& MILL 144 1aWOdo Roo711nr ASN. r3R4.7,4•41.4113A041441 4.6} 1•144011.,EDRE10f IfO14RAYBA RY4119N IMO= °CAMS NONE NIONAON071DN/Se °A MO5M07 CODE: MAT CODE: TB NOTES REVISIONS NO• DATE DESCRIPTION BY OHK APPR 0 ONONO7 ORAFT.ISSUED FOR BID VERSION CUENT REVIEW, COMMENT, APPROVAL LOB WR$ 14149.E 041froElfINS PJFRN&ASSOCIATES, INC.R)CK aP.M4 IW88A11 (S003.12-9020 Williams CONSTRUCTION INVIRONMENTAL DETAILS svRARCATeGATHERING PIPELINE PROJECT iORA4RGAU; INC %K'VLAMSPRODUCIION RMT COMPANY PARA®vm COLORADO SCALE: AS SHOWN JOB 915.:142415 DRODTL01-14294 GARFlBA COUNTY. COLORADO I 1040 M• Mo E045K 620110 NM WIWI. 0027120. ro1111 E 1 :O� • • v4¢i(reA ,S. .t 101734 1. r m T IG%I 70[0032 SECIION •A" -•A• N.T.S. TDB SAG AND Ur.4T QYfANODS Mas TRIO MOM Moms .,a] vans awe num a Mon. CHI D674LA1I04 R i a p ARUM 6.41.400 5757 907ST E 'EP 6 WIIG& 110TH 1YO SUES NG D 1077 PIo[LDE PDCrNE1xME TrR 877 8WC* 0 sJ4H r.0 81[ a ` IW 9'701(0 � PKmD TRENCH PROFILE NOTES' i 1. POLAIREWM TON OWL WIr01N 10 ALL APAP.. 6, wow Or 150101 9EN.OR DWI. E M SW 05 DAO0AR04 1111102 1574074110 ORYOL TOR 1•50127 00701646 051171 AS 91E711 m 01IIPaRf67L M COPNA. IOW 100 1 OJtlfl. Donny NA 50 7.5.1 NNW 0. AWNS NA 701f4191.A7(00 WY C co.,..,,,,,,,,,GT110w>x a [IRWa 6HVL E UR0. cwnsED AT 0100101 E/ 100x0. TPR Or DKR 0001[0, [OOTOM 9000 1431 C LIMO. wows 50e *)C 1 7)055 9INERL NOLp�E Now= Ar SWAP moorsr >. ANL Rooms swat C SUPPLED N COMPA61.. wort Awn MM. us own 11.6 UMW a. OR•R1+[r. W MLT in 517 OI ld8G 111X91 On 14A.RLMMI Of 1116 1141.55. 9W1. 1•4171341 Wuillliams. TYPICAL Yr Fc4R RENCH BREtWit maws 57 II.± 7RR07W 4 ASSOCi47E74 INC. 1-Sgr MALE FIM* 7 MN011 .$01712A7 Ma( SA 1YA rr97101 MOW. DIMIMI -0195 557791 B5cE97 CODE: TB NOTES REVISIONS NO• DATE DESCRIPTION BY OHK APPR 0 ONONO7 ORAFT.ISSUED FOR BID VERSION CUENT REVIEW, COMMENT, APPROVAL LOB WR$ 14149.E 041froElfINS PJFRN&ASSOCIATES, INC.R)CK aP.M4 IW88A11 (S003.12-9020 Williams CONSTRUCTION INVIRONMENTAL DETAILS svRARCATeGATHERING PIPELINE PROJECT iORA4RGAU; INC %K'VLAMSPRODUCIION RMT COMPANY PARA®vm COLORADO SCALE: AS SHOWN JOB 915.:142415 DRODTL01-14294 GARFlBA COUNTY. COLORADO I 1040 MP 041 NWLBES 5141 B 11111(M STALED PIP 3Brv�ll�tl x( 'CA A9 001002 11149R04r KKRp4M P10E11 *5110010 0a11 04. 01110 NOTES 1.511120011.11 Al MAX 51005 01110 551 505 50 01 50 r5TA11141 22 AT 110 02(410X55 ISCAPE LOM A E IDG W4MKiAiCC o'...1 =1;M 0.111 [¢ 2ags' iAL' ill, 10 2001-0-017 AS 005 0O B2 410 GOWN, •AST�0(100 . SITSc 01 11 .sµ 51RG3m B 1511µL15 AS warm 1 5101111 51 0512 MACES SR, MAW Of A KW 1101 BNS3, P01Z0 0122E f8P-tY' 057 BT I@ (4114101 MMAMf GR0.H0) *ALIS SH41 BE 1O100Y /11 NFV E N(L 52A1L `M SARRS BE 015 BCE IN9L nAi 1110110 1FfD rl 0 510 STSs. 6 � 1111141 1100150 5000 p (rl0.0.744 O•UPP5100w05O0 Ef PALES TO PFRpR A. 0110 01 MAW 22015 TO 04}5 15(0140 BALE T3 9. 0 21AGT, S AMOR 7110. OS W BT1ALE55 TOPS WIL PUCE 50121 TMD 5411151 0034H.11 MRCS 1560 1ER DIP .. 31512510E T I2' 1@0[54 Noon OR M .1005410161 LAT. 15 000121001 Williams. 11710.11 MneiR, NAL (7ASRRIBO I8@FT f OFR) Ti 77NAAssac7ATEANO. 14140WVE,OuIFffi5 ROC/(1.@1./0010 WV WWI @541011403/ M+EE NONE OINK OR0-1459401VO ORM OLOLO? awwr GMAT CODE: STW AMNON E: WB MOTES: 6. FL. STRAW 1015 50 Mr 02 truss 11111 W 101 110111 701111101111 B 1021512213 T5' OAP M WOW BALE 101111 Dior BE PROMS? A5 1013(2 10 00,10 100011 11111122 ME 230 1505010 K oLowoAT 15 ITC 11500 MF 226; . Ts won9 AY, US. sour *ALF BM 9111 tR 1 00100@1 10210 BOM TET M1 O M STRAW BALL 0111. VR EWASS ErAi1emeus.. SM.. 9141 h X1000 0111 (11 7. 1.101.01750 L0@µ10? 5121. 5 117.40411. TR0EZ1 ENL P19A0 TO X552011 Mll MMAAP4 elm T0ETK1 5 @Ay( CA01 RS e7 114.0. 000.0470 BOER 050 1101010 wow. 4450@ E. ZAHNT LOAD 5 WATER XATI pa MN. TK SAM. SLINK. yuLL BE @000,20 kal 21.20 P MRAs51 IKfQ T SRNr 21 B[E]TTED M CIA 811 t OR A 01001013 1c 50111122 MVO our, R 1G01 1 OW 51 0ALES Awl 0 u5T 21010.4 Of 01 hM125 a t OAW 0057040 T SORN1 PA NE1W? 0059@05 510011 31 11121014 0 DAMP u MAAS T STRCN �0C 01 1501000 a9 at SIL L11R1IDttR0 s1RLT AT MURK sonslI KTWA 101455, 111.511 BORACES DINT EE WW1 y ONLY AS ERECTED BY THEN an•, 9910 010 245400222 E221H 301 9000211100 01 450¢0 10001010 � I wt. ITTLE WWW7 WW1 000 103 MAKABLE C. 114 IwT 110.1111114 00 H01 1. 3011150(01 0 4 10x000 0AS. P0191 015'95065 3 1L 0 3 STRAW SALES 2 BSM MUST 811 Ik'D xiV 5711. (.LES PRS 1wHTA5f5 p TPLthoL 11.111 SIOLW/wortas PROFILE CMS Of SIR. OWLS .010 BC WV. SUM. 011111 STN STTO 145E LEA.. TK 411 nASLE LMR 1111014 LOCATEDRM. 5W1Y R 0rtP1w OrADN211101lWI S ff01�0eda;RE 1.1111=1104;.. .1 2 05 5100 110 Darn Williams. i IMI STRAWRA1F KOWSB?lM EI iBN1iM7RIFFWs ARAOCLA7EI 1111. 441isix sr. MAT let NOON IMAM We ENO Non NEM, SCALE .ZONE OW0Ea OR01421144107 ERE 009507 lalftrafin RIMMIIMIORT BO CODE: STW B°' EOE. MT00RC14.tiFN 1115 9Nn S< 1001@1019 225 - 15 Twrr5 {3,134,45:1.71314-211D ii.La2a®1 1122 M P91T WSW: r 110001155. AAL Y RTI LAO T.�rt(01.91 "' 2 airWT(ROy2 WAu E .1-tir .AAOS.Ide Ar W. 000 ARM. RLL TE *58111. 12201001.1 ATEROM5 Nix IORKm K 51110.&370.1545 011121110 A✓ r EA Ain XILIMSlr AO R&M TEMA5MAO RTAn 1.RA0111.13.34. o onn111wn DA AT DSR 3100 SY1MwNgPES31.11011 A INEANOTD ET 0N7I C.I.VE BA 22.131 F.X 0156 O 9€110 100Th¢ T 3WTf0B1As ral Y uR 1W GL 4L 9+PES 5 r1E TPAGIB SPF0s0 Of ENA O11ORµ=0V 01 00 . 011T{ppi411ur re.0 BT alva 4140.0 P1 4 11ss... .E 11.1 4 12235111 Am 120231151 345 51005 i 1157141.13 01 M. LOPS 14510510. SUE. AM 45x1051.4 E7 .00110 -` 1X10 Cn 5.505 {0 9510461f1T iv ■rteG r 40 •mew _-_-- DISTURBED RD* 11, 051.^113 0550110 I ROA EAi KLURm) IRRI2m) PI AN AWS4100_S. :S:::11.14771) 210 e1R P.� FW WWI. 310C AMD 005010 SIDE X 4.1211. 615 BE [VrvB[5 Wow.. L.P1 BEM. 1110 1 RI 1 f RPaNr I f11 J STRAW 111E r�i. 4155FOTfR 1 RO! WMR 15229.40 FLOW ENERGY CES$ PLATFR CFTIWI 0546'14X1011111105 ,� WWilliaams. cno 1Xm 9.1.RY S 100 0.00 w@5� 510/1 ` M THE 1 17 ". TiS 0214041 A rnR WATER BAR %--SFCTIf7N [11431211 T all 7. 11.11. NOTES" T. WA40R.R3 SENA LE orlsoso 0I TIE A'4:4`1="4,0` B5 15' IXC0 fA5 1�E 1Xa�E0x .1 1005 STA. IN M saoLUna6. MOIMI Rt BE A S 0H ei 6A rpt AOSO§ ✓ 3 01300/21 0[.51101. Fro w0 01110. IV 3 WEN IIROmm BY 30. .. 1AR20A.Bl, ',11=4-4"...M17,%,'"-' 11111011.151 040 Rcrpo TRE moi 3 o0 MO BS' M LaVMr m ORGI MER (ury TO ADM THE WMR AWAY 0.045 522 4540,010 ROW R PTx SLOPE 0 05ADEN517515205 ACM OE SLOP( SB Al 1 9-51 LAMS vl[.ApOA. - A. Williams. WPOA+. ONWZREAR MOIL MILINERE RENEE 1 RELY Williams. MAIL M{t5E9WIRNILOPE. 'WIt� EOM EiOFR) 1M51NSWw ma MIT. IANGl-05 RIFRNA AMODIATEA, INC. r await aMTT4MoaMeNV UM toe • SIC AWARE LIICRw5 • OLNLE AWE 0707)111.404 4L1MBMW NNSL4dr, 411441 NO STALE NON[ 1414AX 07., CSR10201 KALE E NONi 4000000501.4W45001 03504 Ms 0003-44914400 ROOK MOM I57I2P01 RWN0. LSE044144 foo laanNlmn DAM 0141417. RON MOM 4ATE061•10 E: WB MOTES: 6. FL. STRAW 1015 50 Mr 02 truss 11111 W 101 110111 701111101111 B 1021512213 T5' OAP M WOW BALE 101111 Dior BE PROMS? A5 1013(2 10 00,10 100011 11111122 ME 230 1505010 K oLowoAT 15 ITC 11500 MF 226; . Ts won9 AY, US. sour *ALF BM 9111 tR 1 00100@1 10210 BOM TET M1 O M STRAW BALL 0111. VR EWASS ErAi1emeus.. SM.. 9141 h X1000 0111 (11 7. 1.101.01750 L0@µ10? 5121. 5 117.40411. TR0EZ1 ENL P19A0 TO X552011 Mll MMAAP4 elm T0ETK1 5 @Ay( CA01 RS e7 114.0. 000.0470 BOER 050 1101010 wow. 4450@ E. ZAHNT LOAD 5 WATER XATI pa MN. TK SAM. SLINK. yuLL BE @000,20 kal 21.20 P MRAs51 IKfQ T SRNr 21 B[E]TTED M CIA 811 t OR A 01001013 1c 50111122 MVO our, R 1G01 1 OW 51 0ALES Awl 0 u5T 21010.4 Of 01 hM125 a t OAW 0057040 T SORN1 PA NE1W? 0059@05 510011 31 11121014 0 DAMP u MAAS T STRCN �0C 01 1501000 a9 at SIL L11R1IDttR0 s1RLT AT MURK sonslI KTWA 101455, 111.511 BORACES DINT EE WW1 y ONLY AS ERECTED BY THEN an•, 9910 010 245400222 E221H 301 9000211100 01 450¢0 10001010 � I wt. ITTLE WWW7 WW1 000 103 MAKABLE C. 114 IwT 110.1111114 00 H01 1. 3011150(01 0 4 10x000 0AS. P0191 015'95065 3 1L 0 3 STRAW SALES 2 BSM MUST 811 Ik'D xiV 5711. (.LES PRS 1wHTA5f5 p TPLthoL 11.111 SIOLW/wortas PROFILE CMS Of SIR. OWLS .010 BC WV. SUM. 011111 STN STTO 145E LEA.. TK 411 nASLE LMR 1111014 LOCATEDRM. 5W1Y R 0rtP1w OrADN211101lWI S ff01�0eda;RE 1.1111=1104;.. .1 2 05 5100 110 Darn Williams. i IMI STRAWRA1F KOWSB?lM EI iBN1iM7RIFFWs ARAOCLA7EI 1111. 441isix sr. MAT let NOON IMAM We ENO Non NEM, SCALE .ZONE OW0Ea OR01421144107 ERE 009507 lalftrafin RIMMIIMIORT BO CODE: STW 2 E £HR 10 SFAu /, .Gtr r0 i PRIM NOTE" 1. GERER41Y91 A LGA. 22 014 BARD. IS T. '221 % Val. RAMP TWO 67140NUS Al. 2310 Fowl co BIS (STAT WO 0.1044 FILTER FAITR10 0105) II SIS 0(403 4100 6 11� E D10W OF SILT FENCE L 5511150x, 1,7i1115. MP4A105MT5 a POCIOA0 NO.001111D01 STEM.. r1 DOM 001 MOA. N.M. LOCATIONSOA 4 6105r11QYOIpE TH WADE.OM1? 001YE A5P MX'. UT se .54'10045 5201 513GA6 AAV AMMO SB L6 KU. DERE B,FSER 201 XGAREwX55 2.01 IN WR - A AS OA110M3 B0 THE 000012 2 TE SET (FINE 2011 1W fA161R1CMV AS RV (OMT SHALL K REALM 1001 1 SDR AH 0,440.4.0TRE 0,440.4.0 10.3111. 5 11701 5X401 BE COT 0115 A 001182205 1101109x1 Cr 115000E 9.11 IAN L>1m • WM 0004195 661Ore 1028 0545 40 0 0.40 0105 50(4510 iD 110 POST. M MT. .05115155 1 *10(12x1 IF I. • 2 NF.010011 130 till 01510115 AWwa0T0, FO' 0 M 17131. • c 9110E SE 5101.,00 0 000 10 Awls A 411.11 (YEA( a Tor SLI EEIICe WAY PC HSIALIEW AS 4ECr80 B0 010 400070615120 15 AS 0X.(005 X A 1422,3E .1WOE 222 4" Of.P, {xµ1 3EEAG22ATE5 I1WC iK Oox M .0510 4+ALL 0.E 05250 0WE 00 515404400 WDD5M ON 1 00441REN1 T.E50 101 N 5 MED ,VO [(XRA01117 E1TA.W@w G. V FE10E B BORW WIMI 110 110000 . N A.A.. 110 AM. 3TrE50151 [011 IAOIwidO47n 010 05010051.4?.00 AWtf2l TO Willi ms. T1'O/O1L aif1DNOEOEDM NITJAIME OKENINESOM ETr4 rwa !115.12. Osommor offivralloRM isle AEW SUM *MIEN EL MOTE EN NO1d(OPPOMSA Mr MOT AM AMU 062.E NONE 011e Mx ONI-IMMISIS DATE 020!007 CODE: SF NOTES: 0 0 10511 50 Ts W .. 3204 wxo 5.0004 AIN IOW to mT BMA S Al 11¢17 OIANARi ALL wow Frf ISE SW.. Row 1 DTY 30 .P:TER SRI .K.m, n} 800607.EMR W0 tat 13rv2m0141s-::r Tn TxM w hO�u ---eaA erPe Wi mIST1Mm41n..m. .r- 8mm un.ARAS.NS 91505 1,-;,-g :1 w ,IwBaKsA�'A...4:7,s A`r, eEm` M®Nm ssMUNI o-0. 21 100015 Ru 101 R MTN. 0ftt.. B 22.1115 f61K F111511 1400E12140 I11551PATFR 5111114 MT00RC14.tiFN 1115 9Nn S< 1001@1019 225 - 15 Twrr5 {3,134,45:1.71314-211D ii.La2a®1 1122 M P91T WSW: r 110001155. AAL Y RTI LAO T.�rt(01.91 "' 2 airWT(ROy2 WAu E .1-tir .AAOS.Ide Ar W. 000 ARM. RLL TE *58111. 12201001.1 ATEROM5 Nix IORKm K 51110.&370.1545 011121110 A✓ r EA Ain XILIMSlr AO R&M TEMA5MAO RTAn 1.RA0111.13.34. o onn111wn DA AT DSR 3100 SY1MwNgPES31.11011 A INEANOTD ET 0N7I C.I.VE BA 22.131 F.X 0156 O 9€110 100Th¢ T 3WTf0B1As ral Y uR 1W GL 4L 9+PES 5 r1E TPAGIB SPF0s0 Of ENA O11ORµ=0V 01 00 . 011T{ppi411ur re.0 BT alva 4140.0 P1 4 11ss... .E 11.1 4 12235111 Am 120231151 345 51005 i 1157141.13 01 M. LOPS 14510510. SUE. AM 45x1051.4 E7 .00110 PT vii '+ 1X10 Cn 5.505 {0 9510461f1T 0.l--R lr1.. r 40 GROA 712 b 210 e1R P.� FW WWI. 310C AMD 005010 SIDE X 4.1211. 615 BE [VrvB[5 Wow.. L.P1 BEM. 1110 NOTES- ,n.rs lacor * APPL1EEG.EARIA NO MAP. 70 SWTMS Ara 0 3 5 0 3 1915.0 BE 110 55111 00 5 700 FOE5000E AT R. VAL4'. DIVERHSI 0101002 Err 1111 COWW I, K M.O...rV;ApO 2. I0 ROW. DR 15111A01100 W RBOC RQUE 0r .11.11I W 50 011311. RASE 545 POSTS 106 AAO. TRIMP ASIS E}N5a11FHTN 300555ELU..DZ.. . L 51014(014 EGD711E141 35 P3 111 505507001 01 OTTER A YOM SYN. 111* 511 STIXXPSED 00055 THE ETRE. 251113. 4. low g50ACTOR WALL MEMOIR AS SUCH 105050035 AS 00353LE Alu0 5000041x5 0015E µ.0W0 KR SAFE FOW50000.051001 1 03011.21012 91µM HAND ALT mks kW STRAW 505E A5MOI7 OARS. 401ERw3 RIAIIEY 1(0.4151:4 FOR 0554.11100 KTILIBM {POM 510, 470 MO M SVEAu OW11 0 1 M 00101 RV.. 0R ALA. SULTAN'S. EAAIR Marmon- TAM 1x70 IK GH1M(1 910.11 EMBERS 911 911 05TA11E0 AS IIAECOD 97 110 0 (Ow5T4RERDC1p4x651LORSE 0W01(L 10 MPRO1ATE PRE-EOI5I5TC19AO PROTML Alp [0011. TM. 721AUR5 Cr RT 2 0008511 2810¢5,.00 014422 -....11X14 Gown. NA swoon,. A5 ROOOFm- D13TAL1 I.ES.E... 71.11C41. OVUM OA I ETMEIMEM WWilliaams. 1007(10 OPE NMFCOMM) NOWa OMTN@O AT EEMMINO0 T all 7. 11.0 0 5TA1 WAs W. 1 STMYs t WlER 05141£ f W i561 4"9[10(411 LAMS vl[.ApOA. - A. RNT7N1 M[1OOL/7Ed MTF $ til , Williams. MAIL M{t5E9WIRNILOPE. 'WIt� EOM EiOFR) " " 7011 WC OPAaw2r1PN 41PRIMN INC. T ant 005050750530 SIC AWARE LIICRw5 • OLNLE AWE 0707)111.404 4L1MBMW NOOK IMO* 00103201 1414AX 07., CSR10201 KALE E NONi ROOK MOM I57I2P01 RWN0. LSE044144 foo RON MOM 4ATE061•10 2 E £HR 10 SFAu /, .Gtr r0 i PRIM NOTE" 1. GERER41Y91 A LGA. 22 014 BARD. IS T. '221 % Val. RAMP TWO 67140NUS Al. 2310 Fowl co BIS (STAT WO 0.1044 FILTER FAITR10 0105) II SIS 0(403 4100 6 11� E D10W OF SILT FENCE L 5511150x, 1,7i1115. MP4A105MT5 a POCIOA0 NO.001111D01 STEM.. r1 DOM 001 MOA. N.M. LOCATIONSOA 4 6105r11QYOIpE TH WADE.OM1? 001YE A5P MX'. UT se .54'10045 5201 513GA6 AAV AMMO SB L6 KU. DERE B,FSER 201 XGAREwX55 2.01 IN WR - A AS OA110M3 B0 THE 000012 2 TE SET (FINE 2011 1W fA161R1CMV AS RV (OMT SHALL K REALM 1001 1 SDR AH 0,440.4.0TRE 0,440.4.0 10.3111. 5 11701 5X401 BE COT 0115 A 001182205 1101109x1 Cr 115000E 9.11 IAN L>1m • WM 0004195 661Ore 1028 0545 40 0 0.40 0105 50(4510 iD 110 POST. M MT. .05115155 1 *10(12x1 IF I. • 2 NF.010011 130 till 01510115 AWwa0T0, FO' 0 M 17131. • c 9110E SE 5101.,00 0 000 10 Awls A 411.11 (YEA( a Tor SLI EEIICe WAY PC HSIALIEW AS 4ECr80 B0 010 400070615120 15 AS 0X.(005 X A 1422,3E .1WOE 222 4" Of.P, {xµ1 3EEAG22ATE5 I1WC iK Oox M .0510 4+ALL 0.E 05250 0WE 00 515404400 WDD5M ON 1 00441REN1 T.E50 101 N 5 MED ,VO [(XRA01117 E1TA.W@w G. V FE10E B BORW WIMI 110 110000 . N A.A.. 110 AM. 3TrE50151 [011 IAOIwidO47n 010 05010051.4?.00 AWtf2l TO Willi ms. T1'O/O1L aif1DNOEOEDM NITJAIME OKENINESOM ETr4 rwa !115.12. Osommor offivralloRM isle AEW SUM *MIEN EL MOTE EN NO1d(OPPOMSA Mr MOT AM AMU 062.E NONE 011e Mx ONI-IMMISIS DATE 020!007 CODE: SF CODE: SCD NOTES REVISIONS NOTES, 5SO MC. .TMPD MCATM TGE Of a ATE Ault EE 5( Al LEAST NO. 0.300 ERN TK ti or 9105C0E1( 006911.) 01 022144 m 015015E 000014 •Al WI R.ACFA M 90.5E , 9.06 A AL1EES YW Er Rlrb Xw F 0112 +]f Elf *OFR m Cpl DO3s155 NAJB 0Ea115T 1 110 [MP n Ar N n.X HE - S 110( Kion 3 A 122E *091 - 425 W3F 91418[ 011 411'0@ �1. MM [ W 220 Tp S A1LAM507Tur OM 1130 MO 2210000 V S1 P'NO g O5 9LT FORE 10 00102000111 1102104 015104 A 1E11 9AAEARM MRY 1040nG AOY�xi ST 1110E WWL RE USED IO 4OSEM UP%!111E 20. KSA. 1050.MDAT row IAD Bo 0.115{ MG0.05051 0111M WIB IDOS Di F 01K T'R5A 0012 AT RSA{ A WW..0 Or Alp WALL i M 90111 14.3- ETD 4 11 100 22 RCM fABRC Ox ETERS RBE OE HE MN A. MATES 400E i CK010D Nth ...HD 01 A RE.A.1 BARS AF OMR 1 TK A110.1A110.1TROIp1 STNL BE MJA6111 IT OERMIS *emu 510 31OFE SEWS. MAWR Lwow AT CO 110 01 11111104'4. DE Waw IOR AA DEC PE IR Ax AREA 0101 R WALL TOT REIMER IK it 11. IMIs AT R9W AWE 50 ROC. 0.17 AS DR.. 111 M MOA1W, A. ERO40u 0311R2 01510RM6 AI 510113 056 WTL00 [021ST. 011 BE @I5.6TFn 1101051211140, 1050111055'10. S1R1K14R6i 1x10(01(0 WEEKLY At 1100 @051101 105100 24055 ME0..W.4 Y 22111220 AS 101 006911+. 420101 1 ( ii POAQ� [MM Rnm W419A.1101 107.1 aasvAES ITIBED 'do K SAWN 0. r 440814 PR1FII F 0..1400@LE 9FRM NOTES: 1 I05S Owv[A1J: W.M 01011 * Rr.umsmrmt SROwrc EAPApir, 104001 .? 5X005 tR0Sv1m n 1514 rv52 IcOEiBgxoObbAAi MOS Crso7 1110E @1401 \� 1 1 0 mmra5 0 0KA WE ...._011,21.362 EARTH 05. STALL R( OPION EED SAITRY MM.10 (0591900. 2. EE0401010515 ETD 111001 Williams. BE4c R2FTAWA ASSOC24TE$ INEG 41110.4.Y.T POVI ATNA4M9E MEET ROPE A AMC= 0411 TOR NO °10x1 AOR 1421E2047, 41017 EN 00030 Nog RN mot OOAmato IOA5.6 NONE C44 Mo.IM10304MD0 aRTE8EWB7 CODE: SF £051054 Bt�'v�6J' {r Irtl; O1W0 PT vii '+ 1X10 Cn F 0.l--R lr1.. r 40 GROA anion e. r AExss22�11 B Xa:SS;. v"- PJ$ . PLANdSS e1R P.� FW WWI. 310C AMD 005010 SIDE X 4.1211. 615 BE [VrvB[5 Wow.. L.P1 BEM. 1110 NOTES- ,n.rs lacor * APPL1EEG.EARIA NO MAP. 70 SWTMS Ara 0 3 5 0 3 1915.0 BE 110 55111 00 5 700 FOE5000E AT R. VAL4'. DIVERHSI 0101002 Err 1111 COWW I, K M.O...rV;ApO 2. I0 ROW. DR 15111A01100 W RBOC RQUE 0r .11.11I W 50 011311. RASE 545 POSTS 106 AAO. TRIMP ASIS E}N5a11FHTN 300555ELU..DZ.. . L 51014(014 EGD711E141 35 P3 111 505507001 01 OTTER A YOM SYN. 111* 511 STIXXPSED 00055 THE ETRE. 251113. 4. low g50ACTOR WALL MEMOIR AS SUCH 105050035 AS 00353LE Alu0 5000041x5 0015E µ.0W0 KR SAFE FOW50000.051001 1 03011.21012 91µM HAND ALT mks kW STRAW 505E A5MOI7 OARS. 401ERw3 RIAIIEY 1(0.4151:4 FOR 0554.11100 KTILIBM {POM 510, 470 MO M SVEAu OW11 0 1 M 00101 RV.. 0R ALA. SULTAN'S. EAAIR Marmon- TAM 1x70 IK GH1M(1 910.11 EMBERS 911 911 05TA11E0 AS IIAECOD 97 110 0 (Ow5T4RERDC1p4x651LORSE 0W01(L 10 MPRO1ATE PRE-EOI5I5TC19AO PROTML Alp [0011. TM. 721AUR5 Cr RT 2 0008511 2810¢5,.00 014422 -....11X14 Gown. NA swoon,. A5 ROOOFm- D13TAL1 I.ES.E... 71.11C41. OVUM OA VROOM WWilliaams. 1007(10 OPE NMFCOMM) NOWa OMTN@O AT EEMMINO0 T all 7. Ilf A[r 101 ":GG71BwOTIrrSUE - A. RNT7N1 M[1OOL/7Ed MTF $ til , ,.. •: i. " " Nwrw NOCK MEM MOH 1Rs HNEIAEO►. Of17re0W OLNLE AWE 0707)111.404 4L1MBMW NOOK IMO* 00103201 MEONA 030-04l14a138 MID 20/0t11 CODE: SCD NOTES REVISIONS NOTES, 5SO MC. .TMPD MCATM TGE Of a ATE Ault EE 5( Al LEAST NO. 0.300 ERN TK ti or 9105C0E1( 006911.) 01 022144 m 015015E 000014 •Al WI R.ACFA M 90.5E , 9.06 A AL1EES YW Er Rlrb Xw F 0112 +]f Elf *OFR m Cpl DO3s155 NAJB 0Ea115T 1 110 [MP n Ar N n.X HE - S 110( Kion 3 A 122E *091 - 425 W3F 91418[ 011 411'0@ �1. MM [ W 220 Tp S A1LAM507Tur OM 1130 MO 2210000 V S1 P'NO g O5 9LT FORE 10 00102000111 1102104 015104 A 1E11 9AAEARM MRY 1040nG AOY�xi ST 1110E WWL RE USED IO 4OSEM UP%!111E 20. KSA. 1050.MDAT row IAD Bo 0.115{ MG0.05051 0111M WIB IDOS Di F 01K T'R5A 0012 AT RSA{ A WW..0 Or Alp WALL i M 90111 14.3- ETD 4 11 100 22 RCM fABRC Ox ETERS RBE OE HE MN A. MATES 400E i CK010D Nth ...HD 01 A RE.A.1 BARS AF OMR 1 TK A110.1A110.1TROIp1 STNL BE MJA6111 IT OERMIS *emu 510 31OFE SEWS. MAWR Lwow AT CO 110 01 11111104'4. DE Waw IOR AA DEC PE IR Ax AREA 0101 R WALL TOT REIMER IK it 11. IMIs AT R9W AWE 50 ROC. 0.17 AS DR.. 111 M MOA1W, A. ERO40u 0311R2 01510RM6 AI 510113 056 WTL00 [021ST. 011 BE @I5.6TFn 1101051211140, 1050111055'10. S1R1K14R6i 1x10(01(0 WEEKLY At 1100 @051101 105100 24055 ME0..W.4 Y 22111220 AS 101 006911+. 420101 1 ( ii POAQ� [MM Rnm W419A.1101 107.1 aasvAES ITIBED 'do K SAWN 0. r 440814 PR1FII F 0..1400@LE 9FRM NOTES: 1 I05S Owv[A1J: W.M 01011 * Rr.umsmrmt SROwrc EAPApir, 104001 .? 5X005 tR0Sv1m n 1514 rv52 IcOEiBgxoObbAAi MOS Crso7 1110E @1401 \� 1 1 0 mmra5 0 0KA WE ...._011,21.362 EARTH 05. STALL R( OPION EED SAITRY MM.10 (0591900. 2. EE0401010515 ETD 111001 Williams. BE4c R2FTAWA ASSOC24TE$ INEG 41110.4.Y.T POVI ATNA4M9E MEET ROPE A AMC= 0411 TOR NO °10x1 AOR 1421E2047, 41017 EN 00030 Nog RN mot OOAmato IOA5.6 NONE C44 Mo.IM10304MD0 aRTE8EWB7 CODE: SF CODE: OCS NO. 0 DATE 0410&07 DESCRIPTION DRAFT -ISSUED FOR &D VERSION CLIENT REVIEW. COMMENT, APPROVAL BY OHP( MPR LAR 11 ERS WISE 5 , MRFE201 RIMMIASSOCIATESAINC. RaC"lel6A'W 2 la5>♦MOM Wlllla s tONA7II7L7TONA EIVIZRONINZNTAL *4-7AILE CATEIELING PIPITEVEPECUtxr I*1M1C4fl00 Pie S POILUSMR PROD UCI TONN EMT COMPANY ?AZIMUT& CVLOu0O A(A1.E AS IMMMw' JO615h.:14194 OAwl0.0 O0I0MTY, 0OLORA00 DRG -11T1.02- 11291 2OFS 12 i 16, 11.119, Bb[ 15 �uTLWI i F lr1.. r 40 aj 11014010 RPq@0--------' FOM SAD AHD CREST 5150052011 MING (0.4 11(0 !COMM 05407055 PROFIT F 1@60155 1151511(0 ALIW ENT MTS 1.P 007051/11 0110 214011 000E 12711025 511 541114100 5E1000 ED K LISES. 004 MALLOV CR0SINGS. SEE 051E A. 17011C31 0010 010111. 240405: 1. SPF 13 111 5[x 12200 G EACH 5T.N 5 or lb TT. hors 119(/50100 ROBE ROWS TO CREW Ok W. 2. T3 OF 005 TO BE 0011101097 Fl. 800. 0'070100002501.U0. a 04010 .10010E 5p51ROCllg1 OKRSA( .90.9410 A. El MCP 10 FT. 2Y55RMTOR 00 5/501 O 05517 1010PG1 NO tiontion .wr TO Kar n0 Pam00 mKN Wiliaamms. 71.11C41. OVUM OA VROOM RIFT'W AAAlOCNPEI INC. T all 7. .1-.7 '� NHR.fR.M17134 ROAM SOLI! NOCK MEM MOH DINENNDNOM 4MOO 0707)111.404 4L1MBMW CODE: OCS NO. 0 DATE 0410&07 DESCRIPTION DRAFT -ISSUED FOR &D VERSION CLIENT REVIEW. COMMENT, APPROVAL BY OHP( MPR LAR 11 ERS WISE 5 , MRFE201 RIMMIASSOCIATESAINC. RaC"lel6A'W 2 la5>♦MOM Wlllla s tONA7II7L7TONA EIVIZRONINZNTAL *4-7AILE CATEIELING PIPITEVEPECUtxr I*1M1C4fl00 Pie S POILUSMR PROD UCI TONN EMT COMPANY ?AZIMUT& CVLOu0O A(A1.E AS IMMMw' JO615h.:14194 OAwl0.0 O0I0MTY, 0OLORA00 DRG -11T1.02- 11291 2OFS KLDC PW f0D RAIxRRlool MDr. D RAWER TEPEND PLATE IrOTE wow IP -6. SSP36 WMe 0001 Pon 117CAL Tux GMxECBORS arms le poc BLILLARO POST TYPE 1 N.T.S. DULL SATV IRE PITA SIVES o Dm r 9. 010 Sr[T EL ROD OR R4 RCM AND 11,Br EERIER woo wSIMS STEELLIT seLo MI1 6 PIPS n6 x 121P V, TAAR 3 OR REITER M1E: 9R0.L1xxArne KIST ate OR YliER. 6 1 II =Tr �IlII" 1f 1� ��i' �� 9� 11; ��rl •I 00 N 00111.1x5 PROTECTIVE BARRIER TYPE 7 Williams. OLTLIDIATE-SLOT CUT CORAL LERSTA APPROL IDA PLACES Q'POSIDC SUET Bou ! LOPRan MGM, al:ram0 PLACES 7YP/64L 0ITAk AIAEIARO FAO70CDYE1 NINIRP(1 OFn 1.1PRIFFW ASSOCIATES, Mc RFNL[M IIHt4• Paw ~WWI Pb ARA SWAM au 021 - Ib 1414 TLA ITN *1070401 ROM fPrv'c . 0Ta2W1 MCP NONE 000110. OR614114R1I7A DATC0R000f CODE: P31,P112 PG1E. Fu1D10001 K.1 CCM 00 00012Or 0 0 7 i i RRA PTPL[ AR B. WLL 1120 iffir II =s'V1!' f If 11 R' -A VIOL WRIER R P1 PRE CP OR ®Y° VT 100C 0 ER 00010 12".;9-PET:. xr 1410 0019 eixs. Ixaf•11rz• mA. Aswx areOOEw�� AAR TACK von= 10` TO TV T SOIL CM41iL08 PROTECTIVE BARRIER TYPE .3 N.T.S. [101 rd CCx0EI:O.Y '10601101 1/1,40100 WOR 1TROAL ILNA.OSS xG0 FOP 001101 ' 1 P s TOP.. 2 PLADA •ter P.P. 010151 RONSTROM ono DR S -IE PER sTATLW5 POO M ,.ems IPs ROWERS CMEND alio, Y Pur ES CGMIEinWS rt1101 TD ER ECLAT slKx°m PPC 0IE0. /110110 01 En ppo Azar on N ORAE[ 1 MASCIIER NIT ES r¢0 0M 0 Posts uM10w'A ATP Rs s1E 10 SA00-0.15111,€0 100001 GPO 9.M A. .00005. Hies AND Rots Door BE PA4Tm 101 0000117 DOSS TOLLET rM 01 MEAS 01101 0 01.04C011 Lunt MLR MIDAS SAIL DE u0 0 PUN 210101101 mars M ON fmmx. ousts As Dom, By M Oavoloso AALNL'T M MOAT, 5 PPR.. roam 0 tmc limns 5100.1 rt Re 05710100. wow 0016100 PrtSOL 0 a 0 MOWED rk OR PARRY Am. m[RR. CP DURO PDS, AS MOW DV 1aF40.. 4.▪ LPIXI AP10S 0 00 EtOLR POST. 000 0 0 DEWS SNAIL 1E OADE 00 a 100110 S All PWC 0510 150 PALMA OR PROMOTE& PAM0 CMSSROrnM WALL AE KW Ka O 0101000110 170E HM SRAU PE MEC Cr 0710 GAUPS, WM.. sant AW 018 APC WATNGS 00100 01100 216 'MAT 9[09.5 00000) 0.1011000 BARO PE 052100100 WAKED 60 0001.1104 000 1( .60116.60116191.101..1. 9'10 EVER AO 001101E HAPPEN 00011 uveae 0 W RAO.WAIL WWWOTOR 5109. RAE ALL KLEMM. C TAROS x N EA9En LATIROMS. BY I MOSS AMIGRO DT COPAN, wooers ASP PwztstLRAVE 00010121 5-,00, m 00015. IM wars 7 w011§ slaw. ac 0210 W aaaa PO ]0-000 011 SIRE OTL OR4 EY DM RE PRG 1TrE -SARI-OER- W REAP. NA Mo. , Al OPIPAOTM`S One. • PLR= MOWS BROAD 7 0 . la A' AMC CCA. AW WIPED FOR MrfkxAre AOT COI 10,0 MAW. AUI OqA M POST M AL1 MOM EWx�,cE 0mop. TO 4 0 PCul 111 110E AN0 Ivk5AL 10102121 0 COLS ARO (00500 10 0 115T01110 •0 H AS 10 0T 900x1 w M P0Lt0 0Mc104 ADOOKNAL DUCAA0R A10 0100.0 AT 00PA00 Tt01 110101E E0101110 111011. 0 x5104001 211 0160000 P P.N.S 11. DACHAS ARP HpTEME OAW£RS APE WOWED m PROMO ARO% WOUND EACNttS APOY 104..010 AND 901521 ?MANX TOPICAL PRDIIEGER EACLITICS R¢LR u C1a mo 000 000 0105.1 001 AO1a0E 70011;, alm v100. vi 111 vRLs 4400.0 1x0 OPOI APIWUTTIANT. COR OFCT PSR MO KC0MEx0 m MM. xSTALIAex or moo., Amoco. BARD. •KK KID®. 000 swoon OF s800 001 rREGWV�' D: mum ARO COME SWI 40X921015. 010100 M 11110 COM. 'a0001 1040x05 (nrw-SAGE CLOT. APPROICW 91µ R[ 007105➢ x Au.¢ 011 TIRE I. 2 MO a Mp1ECR.E OAMM WOW PLACCWO CC ',VOW, NARROW SMALL S. AS DIM.. OMEN 5T IXMMNO al 400!10 co POW, LRAM. (moa RMK) come coolocr =woos Da Nor raw. FoR "w 10 00 (� 70111 M 05 COOL T. 1111 1. 1110 01000 ' 0¢Y 0010011 1KA 0010 000 R40P0ERT 001011 er B. 00010 MOW 0404. K ME COMM,. DELESMO ` Cr 07 °DRATIx"`04 u� LOOP. Twrx 2 FLAn4 0017011 011 MR NW err 4110 ATiO Pu¢SS (R0A0C 1111E - WON 0001590X5 FOR %Wore BARNA ARE al.10�M 10 Ronk.. ow ARE .. N011r 1 �TO mo mewl or -.E.Or BARROWS OE AS CARLOW 'MERSEY BARRIER N.T.S. Williams. 7T7TJOLL DEf4R(LL ND ATOM:NNW ILINNEms Mar IN WJ'N1:M A ASSOCIATI .OYO. 14148.1( 07,107210 NOM WAWA PRIN105 PIM MAN &GALE NOW p1W Ah 00100014901700 A471D 006010/ Pe0pY0R 7 rrMear61AE1LRr o[V7a111Aerb1•0 CODE: PB3, PBJ ELLE OF 01101rD 11 M l -c O< PWEVIC Lvlx n1 � �IlI - 'A' I �r---T� 1 _ I I I _ -TTI- I I l (L OROSSNO MMP I_ I 1 I I e �I 6O. 0010? _�-- - Ls.. �r W X IC '..1't OR STABLE 21 PLAN � rrL -- 1 E4 SIX SLOPE !I TICu IO I v nR0 Is n. NM Williams. xl WO Son. R 'T' X0�a wR0 112111011 IY IlL�pp11��//EE��//1=�1�� IWC Of 411 1100 Ewan. 44GxR EA•MD PP PROFIT LL < STABLE r Sal 0 W• NOTES: .17. 1 DCAPRODN Of 15101TPLCTIOn. UMW. 3. 1S OR mosso t 1OROS..TIA 10 WARM 00100.11E RAW N&0151001 MSA s.42.0 ma PrRMTo THE �ORDWOORREr IHE IAA 7 LONOLC 3 ETSP¢IDL 00110 x51N1A'InH or 2109914 RA1P. Ain a LENGTH.R. 0111.00 00101101 E107071010 00110 to wricio. 111.' In1 X01. (:oN1 SIAM Williams.no L/l/ �� 77721.10. TEMPORARY CIICOSING RAW OVEN MOW°IINCI ICS 12 10 � AE URF' 4.21' .NC RYiMIS ASSOCIAT157A WC. Oil WTE OgORrIRYI sr • = 0 5 0450 0201 SC M• NPEM I Er P r! us. 1414RRR.=TEM WALE NOM t A+ M 3 3 P 4 w ROOK MINK NYA10II we AD, DR0441144f00 1L3•P 1.2.1.4 • Yr w• Yr Ra r r I71n00.OR! DAT a1LOS17 1 06 4 0 n i•• r IAAOY PG1E. Fu1D10001 K.1 CCM 00 00012Or 0 0 7 i i RRA PTPL[ AR B. WLL 1120 iffir II =s'V1!' f If 11 R' -A VIOL WRIER R P1 PRE CP OR ®Y° VT 100C 0 ER 00010 12".;9-PET:. xr 1410 0019 eixs. Ixaf•11rz• mA. Aswx areOOEw�� AAR TACK von= 10` TO TV T SOIL CM41iL08 PROTECTIVE BARRIER TYPE .3 N.T.S. [101 rd CCx0EI:O.Y '10601101 1/1,40100 WOR 1TROAL ILNA.OSS xG0 FOP 001101 ' 1 P s TOP.. 2 PLADA •ter P.P. 010151 RONSTROM ono DR S -IE PER sTATLW5 POO M ,.ems IPs ROWERS CMEND alio, Y Pur ES CGMIEinWS rt1101 TD ER ECLAT slKx°m PPC 0IE0. /110110 01 En ppo Azar on N ORAE[ 1 MASCIIER NIT ES r¢0 0M 0 Posts uM10w'A ATP Rs s1E 10 SA00-0.15111,€0 100001 GPO 9.M A. .00005. Hies AND Rots Door BE PA4Tm 101 0000117 DOSS TOLLET rM 01 MEAS 01101 0 01.04C011 Lunt MLR MIDAS SAIL DE u0 0 PUN 210101101 mars M ON fmmx. ousts As Dom, By M Oavoloso AALNL'T M MOAT, 5 PPR.. roam 0 tmc limns 5100.1 rt Re 05710100. wow 0016100 PrtSOL 0 a 0 MOWED rk OR PARRY Am. m[RR. CP DURO PDS, AS MOW DV 1aF40.. 4.▪ LPIXI AP10S 0 00 EtOLR POST. 000 0 0 DEWS SNAIL 1E OADE 00 a 100110 S All PWC 0510 150 PALMA OR PROMOTE& PAM0 CMSSROrnM WALL AE KW Ka O 0101000110 170E HM SRAU PE MEC Cr 0710 GAUPS, WM.. sant AW 018 APC WATNGS 00100 01100 216 'MAT 9[09.5 00000) 0.1011000 BARO PE 052100100 WAKED 60 0001.1104 000 1( .60116.60116191.101..1. 9'10 EVER AO 001101E HAPPEN 00011 uveae 0 W RAO.WAIL WWWOTOR 5109. RAE ALL KLEMM. C TAROS x N EA9En LATIROMS. BY I MOSS AMIGRO DT COPAN, wooers ASP PwztstLRAVE 00010121 5-,00, m 00015. IM wars 7 w011§ slaw. ac 0210 W aaaa PO ]0-000 011 SIRE OTL OR4 EY DM RE PRG 1TrE -SARI-OER- W REAP. NA Mo. , Al OPIPAOTM`S One. • PLR= MOWS BROAD 7 0 . la A' AMC CCA. AW WIPED FOR MrfkxAre AOT COI 10,0 MAW. AUI OqA M POST M AL1 MOM EWx�,cE 0mop. TO 4 0 PCul 111 110E AN0 Ivk5AL 10102121 0 COLS ARO (00500 10 0 115T01110 •0 H AS 10 0T 900x1 w M P0Lt0 0Mc104 ADOOKNAL DUCAA0R A10 0100.0 AT 00PA00 Tt01 110101E E0101110 111011. 0 x5104001 211 0160000 P P.N.S 11. DACHAS ARP HpTEME OAW£RS APE WOWED m PROMO ARO% WOUND EACNttS APOY 104..010 AND 901521 ?MANX TOPICAL PRDIIEGER EACLITICS R¢LR u C1a mo 000 000 0105.1 001 AO1a0E 70011;, alm v100. vi 111 vRLs 4400.0 1x0 OPOI APIWUTTIANT. COR OFCT PSR MO KC0MEx0 m MM. xSTALIAex or moo., Amoco. BARD. •KK KID®. 000 swoon OF s800 001 rREGWV�' D: mum ARO COME SWI 40X921015. 010100 M 11110 COM. 'a0001 1040x05 (nrw-SAGE CLOT. APPROICW 91µ R[ 007105➢ x Au.¢ 011 TIRE I. 2 MO a Mp1ECR.E OAMM WOW PLACCWO CC ',VOW, NARROW SMALL S. AS DIM.. OMEN 5T IXMMNO al 400!10 co POW, LRAM. (moa RMK) come coolocr =woos Da Nor raw. FoR "w 10 00 (� 70111 M 05 COOL T. 1111 1. 1110 01000 ' 0¢Y 0010011 1KA 0010 000 R40P0ERT 001011 er B. 00010 MOW 0404. K ME COMM,. DELESMO ` Cr 07 °DRATIx"`04 u� LOOP. Twrx 2 FLAn4 0017011 011 MR NW err 4110 ATiO Pu¢SS (R0A0C 1111E - WON 0001590X5 FOR %Wore BARNA ARE al.10�M 10 Ronk.. ow ARE .. N011r 1 �TO mo mewl or -.E.Or BARROWS OE AS CARLOW 'MERSEY BARRIER N.T.S. Williams. 7T7TJOLL DEf4R(LL ND ATOM:NNW ILINNEms Mar IN WJ'N1:M A ASSOCIATI .OYO. 14148.1( 07,107210 NOM WAWA PRIN105 PIM MAN &GALE NOW p1W Ah 00100014901700 A471D 006010/ Pe0pY0R 7 rrMear61AE1LRr o[V7a111Aerb1•0 CODE: PB3, PBJ 5fZE 'A' 'Er END SPACE A 6O. 0010? .S • 'B' Williams. WT 112111011 ] IlL�pp11��//EE��//1=�1�� IWC Of 411 1100 Yr 1 W• fAr 111.' In1 X01. (:oN1 SIAM IOALD 111011E 1- C 12 10 � •llr 4.21' .NC 1 A • W tor sr • = 0 5 0450 0201 SC M• NPEM I Er P r! us. I as w• t A+ M 3 3 P 4 w 110 ir IP 1L3•P 1.2.1.4 • Yr w• Yr Ra r r .4' s S0' .'=..="11 1 06 4 0 n i•• r IAAOY l Y• 0•r 114• \F-,...„ a- SNOB r e r POD.. 01901 N wan \ C CUM I. w PP[ TOO IS RJR0100 1 M 11 0601 ALTERNATE M EOA.1Oau10 01TPP1M5 WALL MS OEIAW 011113 51 Sc RATS PER 0000.11. 4 As RATER. Aunt PLACED LR 10100 OLNE, 10/11404001 n MA LW RIIpOLL 0060. 4 L.W. sr AAP Mob` A 4 Y• K 4.r Ur 1w• O0aallnlAV ON $RR a!0. RARFWSADDOCIATE0 OA" / ENR 400002/008Rw0 IP N0N' f M• RAP 114• w N IPNM NaEr Rf 1P14WP•PRa4 101 1 W •43.ymS-.14MwwaNO P0umhlA 10•OPPRI.16NY ) PIM 04014110? Ml MY IA k� --° MY rrx'nnwyppot M s1Ar PI© BAR DETAIL ,a..Tlor Mar air RA= aERADYYL w 1w•R�� OI w•0ban0R O•••••• my... 161•1•61•14701•11109 �GMY - SECTION A -A - Williams. FORAM 14R WELD TEE' BRANCH OPRLETIITANOMA TIYdfArll trel 0.102 JCFFWi MISOCN7E4 INC. Tia .1011111 ew®0001•str001P 4F00�AI1J', 11.61P MY Of 111141 1441ILSI>: INTEL SAC INNOW ROMOR1MgR WILINI MN MAW MGM OR0.4194.11I1 DAT& MIMI PG1E. Fu1D10001 K.1 CCM 00 00012Or 0 0 7 i i RRA PTPL[ AR B. WLL 1120 iffir II =s'V1!' f If 11 R' -A VIOL WRIER R P1 PRE CP OR ®Y° VT 100C 0 ER 00010 12".;9-PET:. xr 1410 0019 eixs. Ixaf•11rz• mA. Aswx areOOEw�� AAR TACK von= 10` TO TV T SOIL CM41iL08 PROTECTIVE BARRIER TYPE .3 N.T.S. [101 rd CCx0EI:O.Y '10601101 1/1,40100 WOR 1TROAL ILNA.OSS xG0 FOP 001101 ' 1 P s TOP.. 2 PLADA •ter P.P. 010151 RONSTROM ono DR S -IE PER sTATLW5 POO M ,.ems IPs ROWERS CMEND alio, Y Pur ES CGMIEinWS rt1101 TD ER ECLAT slKx°m PPC 0IE0. /110110 01 En ppo Azar on N ORAE[ 1 MASCIIER NIT ES r¢0 0M 0 Posts uM10w'A ATP Rs s1E 10 SA00-0.15111,€0 100001 GPO 9.M A. .00005. Hies AND Rots Door BE PA4Tm 101 0000117 DOSS TOLLET rM 01 MEAS 01101 0 01.04C011 Lunt MLR MIDAS SAIL DE u0 0 PUN 210101101 mars M ON fmmx. ousts As Dom, By M Oavoloso AALNL'T M MOAT, 5 PPR.. roam 0 tmc limns 5100.1 rt Re 05710100. wow 0016100 PrtSOL 0 a 0 MOWED rk OR PARRY Am. m[RR. CP DURO PDS, AS MOW DV 1aF40.. 4.▪ LPIXI AP10S 0 00 EtOLR POST. 000 0 0 DEWS SNAIL 1E OADE 00 a 100110 S All PWC 0510 150 PALMA OR PROMOTE& PAM0 CMSSROrnM WALL AE KW Ka O 0101000110 170E HM SRAU PE MEC Cr 0710 GAUPS, WM.. sant AW 018 APC WATNGS 00100 01100 216 'MAT 9[09.5 00000) 0.1011000 BARO PE 052100100 WAKED 60 0001.1104 000 1( .60116.60116191.101..1. 9'10 EVER AO 001101E HAPPEN 00011 uveae 0 W RAO.WAIL WWWOTOR 5109. RAE ALL KLEMM. C TAROS x N EA9En LATIROMS. BY I MOSS AMIGRO DT COPAN, wooers ASP PwztstLRAVE 00010121 5-,00, m 00015. IM wars 7 w011§ slaw. ac 0210 W aaaa PO ]0-000 011 SIRE OTL OR4 EY DM RE PRG 1TrE -SARI-OER- W REAP. NA Mo. , Al OPIPAOTM`S One. • PLR= MOWS BROAD 7 0 . la A' AMC CCA. AW WIPED FOR MrfkxAre AOT COI 10,0 MAW. AUI OqA M POST M AL1 MOM EWx�,cE 0mop. TO 4 0 PCul 111 110E AN0 Ivk5AL 10102121 0 COLS ARO (00500 10 0 115T01110 •0 H AS 10 0T 900x1 w M P0Lt0 0Mc104 ADOOKNAL DUCAA0R A10 0100.0 AT 00PA00 Tt01 110101E E0101110 111011. 0 x5104001 211 0160000 P P.N.S 11. DACHAS ARP HpTEME OAW£RS APE WOWED m PROMO ARO% WOUND EACNttS APOY 104..010 AND 901521 ?MANX TOPICAL PRDIIEGER EACLITICS R¢LR u C1a mo 000 000 0105.1 001 AO1a0E 70011;, alm v100. vi 111 vRLs 4400.0 1x0 OPOI APIWUTTIANT. COR OFCT PSR MO KC0MEx0 m MM. xSTALIAex or moo., Amoco. BARD. •KK KID®. 000 swoon OF s800 001 rREGWV�' D: mum ARO COME SWI 40X921015. 010100 M 11110 COM. 'a0001 1040x05 (nrw-SAGE CLOT. APPROICW 91µ R[ 007105➢ x Au.¢ 011 TIRE I. 2 MO a Mp1ECR.E OAMM WOW PLACCWO CC ',VOW, NARROW SMALL S. AS DIM.. OMEN 5T IXMMNO al 400!10 co POW, LRAM. (moa RMK) come coolocr =woos Da Nor raw. FoR "w 10 00 (� 70111 M 05 COOL T. 1111 1. 1110 01000 ' 0¢Y 0010011 1KA 0010 000 R40P0ERT 001011 er B. 00010 MOW 0404. K ME COMM,. DELESMO ` Cr 07 °DRATIx"`04 u� LOOP. Twrx 2 FLAn4 0017011 011 MR NW err 4110 ATiO Pu¢SS (R0A0C 1111E - WON 0001590X5 FOR %Wore BARNA ARE al.10�M 10 Ronk.. ow ARE .. N011r 1 �TO mo mewl or -.E.Or BARROWS OE AS CARLOW 'MERSEY BARRIER N.T.S. Williams. 7T7TJOLL DEf4R(LL ND ATOM:NNW ILINNEms Mar IN WJ'N1:M A ASSOCIATI .OYO. 14148.1( 07,107210 NOM WAWA PRIN105 PIM MAN &GALE NOW p1W Ah 00100014901700 A471D 006010/ Pe0pY0R 7 rrMear61AE1LRr o[V7a111Aerb1•0 CODE: PB3, PBJ NOTES REVISIONS NO. 0 DATE 0U0697 ULSCRIPTION DRAFt•IHUUE0 FOR B1D VERSION OVERT REVIEW. COMMA APPROVAL sr LOB *PPR 14140JAOE, 61170100 RIFFIN&ASSOCIATES, INC.00000 00014,!04000) (01)0490024 OOIYSIREVIION&1201EONIV VIAL 24P BAEGAINGA7g&iLVG jW1111amsPEFILDE FOR APROJECT L�..� *117lL WSPJEODGC77ON EMT PARADED) ,. CIOLOEADO STALL M SHOWN .7000 0.06-:14£94 DRG-D1'L 3-14291 GARFIELD CO0ILTT, COLORADO 1 00F0 5fZE 'A' 'Er END SPACE WT CIRCUMFERENCE SUP 'A' 'B' Williams. WT CIRCUMFERENCE IlL�pp11��//EE��//1=�1�� IWC Of 411 151 u. RIX. OF FINISHED LOOPS �1a/1�R10 004 ASSOCIATES, INC. 0100 00 I nV In1 X01. (:oN1 OF FINISHED LOOPS IOALD 111011E 1- C 12 10 OS 0 S 0 A600 OCR 17' 24' I1' S9' 5 2.5 2.5 0 5 0450 0201 SC M• 00710005 I Er 6 0+15 7016 N' 9' 00 3 S 3 3 P 4 13.312 0 OPI 110 12. 1 3 tm L. 0 OR 0010 .4' s 0- 1 06 4 0 n 0.376 ' or ROPE INSTALLATION OPE 501000 91411 OE A MAMA. OF 10 EEC, ma we PRE ENOS AM A IMAM. OR 6.0 FEEL 011 0010 00.05 HE 1411RVALS PETWER ROWS RI. SE 4Er0EEv 00 FEEL MD 250 F5E1 14I11 A 0040 OF 50.7 LOWS 8110.10 OSE9 51-51011 0.1X0101 PPE oro A .0411.411 Cf THREE LOOPS SPADED OVER 50-011:7 ER LEES LEN1TN PPC 11E 1x17711117 MO K N OER OF rOCIPS WIALL RE ADJUSTED 10 015110E VIEW 15 010 Pro TO -700. SEAQ OR OATH READ. CA COAME WIRE ACE 4001111, PEPE E CLS SBML EE 11070L WW1 A PLOW 10801 PRIOR TO SLP0010 TRE L00P MR 711 OPE. \F-,...„ a- SNOB r e r POD.. 01901 N wan \ C CUM I. w PP[ TOO IS RJR0100 1 M 11 0601 ALTERNATE M EOA.1Oau10 01TPP1M5 WALL MS OEIAW 011113 51 Sc RATS PER 0000.11. 4 As RATER. Aunt PLACED LR 10100 OLNE, 10/11404001 n MA LW RIIpOLL 0060. DM PRES MVO 1'21 Tm ROt 0021011E AF DOME HARD0101E •1 ITTYR:ALI 11, 11 BRm sea:0070 L1111 [mom) ra .. ,....„,,„.1. ii....., .„,..,,...,„1, .. 91 PAT� PEA 4. i.. AFTER 1(611 v 101 9111 0- 0 001000100 6 c00W 001E SMALL BE LAAO! 1511.005 1LR 5TGP9501a PIP11 AND DAWN TO FREW , CONTACT 01111121 F0AWl10 FOP 0001010 Nn DM. RFE F 5 REO0000 512E ROP. (LE. LEA le or os lP0 LO C STRET TO Dar. 0000 /B) 91000EA 07 TAS 00110001 1S 10701EP- CO 42 Ax AP 5E1 7 PP0 S.IALL BE 0011 1E0 AND SFA00E1 10 & 110090 Dr 000)010 PREVENT O40A0E 10 ENO& 011410 410 1TE 0PLASMA/LS Lora CAMEO A 0 01111 K 100101E 0+010wow9. DE IML 111( FOR RPE L OR GREATER 210 01 TARTE 9x0.0 p01 ESLT£P x 000 WALL 7310000 E01AL 10 S00 0011 11131£ NRPLW 100000 ROW 01[0',1410EEAR0e STOP SPACING0000 6E 011 1Rm FOR LUOR vPE OuOLS 2116 2110.011E RAC/ T+ICKXCSSES Williams. O0aallnlAV ON $RR a!0. RARFWSADDOCIATE0 OA" / ENR 400002/008Rw0 4IE7 aQi. 04FOR tt14RRAT.04R07 /011P.C•/OAE _. ROCN1Rbg4 21(007 0126 No. 0044HH104 lIIR"WON PIM 04014110? NOTES REVISIONS NO. 0 DATE 0U0697 ULSCRIPTION DRAFt•IHUUE0 FOR B1D VERSION OVERT REVIEW. COMMA APPROVAL sr LOB *PPR 14140JAOE, 61170100 RIFFIN&ASSOCIATES, INC.00000 00014,!04000) (01)0490024 OOIYSIREVIION&1201EONIV VIAL 24P BAEGAINGA7g&iLVG jW1111amsPEFILDE FOR APROJECT L�..� *117lL WSPJEODGC77ON EMT PARADED) ,. CIOLOEADO STALL M SHOWN .7000 0.06-:14£94 DRG-D1'L 3-14291 GARFIELD CO0ILTT, COLORADO 1 00F0 ` .M' 1`♦ 1 dY 1I FII . ,0_11 PLOWS TO or r WACO PRO. Lwow DER SATPC. ATR Topa Lwow. a rToo TOL iox DAD. o1is ' PAC "R sir 0 HPE CO POOLE m�W1110 AA'4, NOTE 1 ALL 0110005 91A4L BE 0100.00 00 1011111110 SAP06 P .SII olf so le' 1 ok I ' iV am Williams. MICA!. 541[7240 MMUSe6JR"PORI LLOMOF OR ROLL711ENNMEWAN IlL�pp11��//EE��//1=�1�� ppFp��p7ptl.Rr�e MOON °f �1a/1�R10 004 ASSOCIATES, INC. A i 1CrIltMkwRPM IOALD 111011E 04(140.0.1057.60011= ROWJOl111NIA YIWI' LNON4LH0000WI710 00710005 217E 040107 NOTES REVISIONS NO. 0 DATE 0U0697 ULSCRIPTION DRAFt•IHUUE0 FOR B1D VERSION OVERT REVIEW. COMMA APPROVAL sr LOB *PPR 14140JAOE, 61170100 RIFFIN&ASSOCIATES, INC.00000 00014,!04000) (01)0490024 OOIYSIREVIION&1201EONIV VIAL 24P BAEGAINGA7g&iLVG jW1111amsPEFILDE FOR APROJECT L�..� *117lL WSPJEODGC77ON EMT PARADED) ,. CIOLOEADO STALL M SHOWN .7000 0.06-:14£94 DRG-D1'L 3-14291 GARFIELD CO0ILTT, COLORADO 1 00F0 PFORIAIE +Y6 LRa5A w R -s LT. ..wf ROVE04W, rim PUMAS 105105,111.AM11 0-0 3 -TAPE -BO FINe. 1E51 IWMR PARIS WARM K 90 Me 01 APPROVII CK0 DP PLASTIC PONOAP N0 CIERYOOD WV. PC1.1 [01100 26111,12. FORMA CAn s TEST TT TOR FWALLin1L IPTAL MEs O4131..0 COPATOION KR B901T CMPNAL SOAPIge lea&'\\\\\\\\\\\\\\1►\ \\\"►. R01•)0 1-5' f (1•'(1 ( I RDT MT19 PAeal 00 - F 05.05 1K RIAC SEL PPELME ADONRENT 6A�iu�_Eslae 150+544: wmEL1NSN CAMEO TEST STATION CONFILOINATIONS x.111. eP 1ES1 n 4405 VP. TENw14 KM. AND eat M01 441 E rec.- Ma NOTES/ TEST NAPE nor Srn0Ti TINS ME SNOW; ON T< PPM. 0005x011 YIP 96115 2 CONTRACTOR TO PROVE A. INSTALL NEST WO. CAM 8120} CTTnWIL reSr S20R70VP. 50224.* 1 Ab PC01 0CADIMO 0002APE 0111. PlYN, 0(. (2 nns A� *T0` 4.40 141 MAI 0121 RPM URI NIPS A CAR. FES omu RATER, R ON. FOR TIES STEEL Psf CA0WEL0 LYRE CONNECTION TO LINE PIPE N.T.S. CARED INSTALLATION INSTRUCTIONS endess PPE mane MAW. Or A 2. er l9 rKe• 105204E AREA 01 PONT OF AfiWNEN1,501 BRUSH MO ILL WOOED PIPE SURFACE 101 OAAN COMM. DO SOT 00205PE war. 4 OR cam P STRP .2,1101.! RACY u RrOIRGO TO ASS. PROPEL LD16TI 6 o_uo awoo M N m N GONRO POLn 3 10.1.1.0 ORO WARR OPE. ON SR/PPM 115IE DIVOI AT PROPER P09/01 FOR Pled., CAOISLO NOLO. 4 PLACE VOD OM CU.. IPE SURFACE AVD INSERT THE SNAPEO IIIC AND Ara. COPPER SSE. NTD POLO WM. 5 PLACE 145141 1210419 0p1 PROPER, NN MK. MRD. SSIM 00120E ON MOTION . OAR.. TO Aoo covosu SSURE 10. TNI P0.01 R EIIPCO.. MOS PON. 116.0 COVER LA. .xSEIXNf [ADMf10 OLE N f nolo TO PSE 10 PACVENT PORNO AMNO 119NG PROPER EYE roorroncr, !MITE 400001 NIM (1141 O1 POKER NALL (11441 1 LONE CAMEO 4IXD 0111 N PLACE EOR AI 2105115 SECONDS TO MARC 1w.MC01Nlx O MOAN NETH. 3. MAC FOR TENT LEADS 9ALL CO113r Dr A SIX. OR STRANDED COPPER 013.11CYCP OF THE N. 3FWL NA CO -ON SIAM Oi TM PIPS CONFILLONIKIN PLS l0M SDa 5041 BE NVY SAATEO MIN OR E9A11NT RATED MAT. A *0605020 60C1R000 ION 1.50E T s101.N PALL E ROERINCE Welt. OP 00110.4021. PWINATIT S. 5PUONG K TEST IVO WREN 4141 BE MOOED F P §WL-� CE MYRR M, 20. 113-4ED 55 MPS OAA}1. R APPRO.] 1O11A1. V. 1107 IWO uE NORM ar 1� 00m IMO SNAIL RE REx H PRA, Tam A OM9 AREPLACED wtNaA 441.1'44. 10. ANO 11 APfPA 4A0NO055FO1 CAMEO EOMICR. MRPAMTON1.0IL SMALL o 00 10.0 ION NI 0IMD 04010ER D CAP 0051210 1411..0 CAP TESa7 PN2LR OR 111020L441) [005 SLAS4e 010 006* ova 141 -REMU 120134.0 WSPO OUT AR0.N0 ALL INES 10 AIME 12. I133 MASKLO 01xIEM.sAPO¢wRPRIAM PPuR 11 I001AO1L JYS N11R15410*1 PCR vont. Rum . 0000 awn. 10 PROtlAFRS 110011/104 ARC 0015(0 ]. FNsmucroa AMOK TIO nyli, wwg�9Q� ABV I P1NL imp AMBLE m 50419 COAM:OTOI. 5SAT101 T APPTIVAIFP 05m10 PROMOTION snami 1413. USE RxCMIMEO MAAE 001E lenncn ree SRA MRE ONLY 5' STFNOAROMN. MC l£AsIPOS T Poli ■ I 24• TO 35• MAIL, DOPIN LAT TEST LEM AMES LOOM &MN LOOP FAM -11001 v(11*d POST MORI 110 IPIE PPE 1204.000. 10 F111.40 SE760,01i Williams. s. 1[PC511 PIPE 104 CT£M AS FAMED COTT-PPO Pt OR APPROVED ODUMWENT- 0112. 111101O TEST STATOR POST INSTALLATION H.T.S. ANCHOR NM GWNRC &1.12OIEGTEUW EEO ITAIDN T'PEOOAFNTURAITAW, 01DWEL0E POET 12772ILIAONNiINOCEIERm 4FNFfW / ASSOCIATED 9NG Act T4s cNRSRsTR00 4WP .111wurour Fe.RN AV 0120 5NI UP EIS uMIQRR. DATTIEI ROOKA'EIaWG14 WINED ICAO 71004E DRS NL DM1044X44111 PAM 0NOAO7 CODE: CPA, CPB, CPC, CPD & CPE CODE: RD2 It • ' 5 E.: R NOTES' U 0(0 40110111RI ER ADDACE 11 OfPI1 0 .� 511RGN1T'5(2PON 02 2ODIRum 05,)'SY OLLL LCANxf%. AwRE 1004.11.1.1.6 Y 09105 Or MALEC ([21125) 5.111£1501.01 40 40105 N 0000IIGE MANI(£ DOrMEFN 0415 NO CLEARA MVO., P1,11.1r SNAIL RE MOMS. FOR THE FLU_ aNcro 114 LAMLE ROI CROW. 0, 1116ESS OTERM5 119USSLY ARNICA -O. R NAPM. MO 0111 OPERATOR, PROMISEE PR9ME NAT ONLY CROSS BEIOP T[ CABLE M SHOW ADM. S CONTRACTOP 10 5,400111 E8P09D CAM VAN 5080 RA4L 1TRLIO .RAL S1ER OR MHER ACCEPTABLE YON. MP. 03.01101CTION_ THE PAZ Wilbams. DODO MINIM OAK. FORM: NNO OFFAVEAS1OWATlI - Rya 44409 BeiNfrallPoR610 F DEREL DRIED! 5001 NR4MQ 0740001 110n0aml ROAM NONE MON. CEO-040Lf200 M OE 000007 CODE: CBL REWIRE 1 6 e1. 99 vOAWES S AMAA1 NMINO µS/ 1CATHODIC R $y4 igE a PROTECTION TEST LEAD 'ME 'A' PIPELINE 1171678 HARKER COVER IAMUL! COYER AS REWIRED .C.7 //c%/ 44, 00104011 OVER AS REOAREO 11■� FIs 1+' SEE NOTE 2 w J PROFILE Pr NDN. NW 01 21LNarcTEsa R SIADNEUGMENT MOTILIN TR L SAOPr10E PVC lw. LME4 . N -"`1416"-i'' KIM /TYPICAL, ,Ei�rYr.Lf M [OLIO 0 _ racsLE�i. w1. MK Pll °OM MOTU' RmRDED 0 . slew MI ser �01f rirK (m,c. PRErCNF9 SEF 54Th NOM cRossNo SC5TNOC1lO N NO 1sou. EP1 ACCCANCE WIN WIGWAM. N0u0ENENIS Or CO1155L,LNG 091510 OR 1040020. 15 ANY, 2. 87195 SMALL NOT E R451110D NOIR THE ROAD RD.0. 3 MAR WW .02(1 L1N0T5 SHALL E USED TO 1WM O /AMBER ROAD R.D.W. CROWNS SEPIENT. A WERE RE01RID, CON1000TOR 10 NOTIFY PER01T11110 AGENCY 1500&140E4E41 Of 9451611A11011 5. PPEWE TO BE INSTALLED BY HORIZONTAL BORE REIMS. 0SNRBE2 011. 91011 E RESIDES) 11 010040400 *211 610010 E01/86(6120. 6. ALL E 1RAE0C 914E RC 12011011 f%MNG NSTALLATOI NST0LLED T1R0060D0T TTI[ CP 00)46 IN 0(0001191 W. 00(4)10] SEE NOSE ] 5 3 PROFILE NOT TO SCALE 11 W 9 901 PERI ;el EDENS2 OF MID& MALTS AND OCIIRECITONS N THE DR CWPANY 45 Halts PR1P1 to RID EXCAVATED AREAS 11111117 ROAD MAR14112 SOK NO SARNRC5 SHALL_ BE REDUREME4TB. 71.04 MA 1.152(15 7. 101010]) FENCE SHALL RE INSTALLED AROUND OPEN BORE 1415 ANO TRENCHES. 6 009(4 PARARa101 PRODUCT -N0 01 CAS; cutter* PPE x0.,10152.6070•00 X C.375'M 1 ORALE KM AND 12150.00 X 6175.1 K GRADE -ll EOR 4•511210 PSG APPLICATION_ DES. COMPLIES 410 E9 CPR 102 CIA. 1 r = 250 (0,2810 0 PC! MMNUY TEs PRLSSLNE = 1,320 PSC; DESC1 DPL DEPTH = 50 FEET; DE9(61 SOL COIGN • 170 PEI. DESGN WELL LOAD • 12.000 LBS. Whams, TYMOAL BORED CROSSING OF ROAD BY ORGASM) PIPELINE M PPE NIL HAVE rACrORY APP0ED [OWN 40(0 1409ES EPDXY (1)9 COATING. 00 C SHOWN LNI 0910, •5 OR GROSSWIC PPE &CALL HAVE RESISTANT OVERLAY (AATNG (NAP -ROCK, OLLY ORDERED BY 10100 . 2EITIIOM , .A9(ASILL ](110. ETC ). APPROVED SHRINE SLEEVES SMALL BE USED TO COVER 09TH MELD IN IREN0+ AREA WOW! APPROVED 2140 ABRMICH EXISTENT EXPOKY d OMER SWAB N.TNC MATERIAL SNAIL 6E USED MP ■ yt ■-aEr�=�FRI� RNfTN E AISOC4TES, IJ:1. N6 END N Maw agora E N PoNNApIvsomr we g t9W Oeit -PARS ORE+ lex COATNE ON BOE PPE SECNENTS =' OW 1 mow EAOFF EpMa LNE MIRJTIT. NRTSAV WA1DN NONE 112627,1111111114 NTI11171 MO NA LOO241144900 penman REP.' WINO CODE: RD2 It • ' 5 E.: R NOTES' U 0(0 40110111RI ER ADDACE 11 OfPI1 0 .� 511RGN1T'5(2PON 02 2ODIRum 05,)'SY OLLL LCANxf%. AwRE 1004.11.1.1.6 Y 09105 Or MALEC ([21125) 5.111£1501.01 40 40105 N 0000IIGE MANI(£ DOrMEFN 0415 NO CLEARA MVO., P1,11.1r SNAIL RE MOMS. FOR THE FLU_ aNcro 114 LAMLE ROI CROW. 0, 1116ESS OTERM5 119USSLY ARNICA -O. R NAPM. MO 0111 OPERATOR, PROMISEE PR9ME NAT ONLY CROSS BEIOP T[ CABLE M SHOW ADM. S CONTRACTOP 10 5,400111 E8P09D CAM VAN 5080 RA4L 1TRLIO .RAL S1ER OR MHER ACCEPTABLE YON. MP. 03.01101CTION_ THE PAZ Wilbams. DODO MINIM OAK. FORM: NNO OFFAVEAS1OWATlI - Rya 44409 BeiNfrallPoR610 F DEREL DRIED! 5001 NR4MQ 0740001 110n0aml ROAM NONE MON. CEO-040Lf200 M OE 000007 CODE: CBL CODE: RDI NOTES CROSS SECTION OF FOREIGN P/L R.O.W. NOTES: ,.OiHO, r4CYING yr6� it OWNS 10 CC BERRA1SD 6x'911( STN.: .000 CALL. O4 T RIOIE R /HI; MARK 1041'50 ALLNac OP PAEua mamas. LIP =OWED 2. OWE Of 405004 PPELP0(5) SHALL SC I0T0IE0 N IMPS N 10141I0E Or 174PAVATO: O1. DNSSRO STAMPCAIKOIC net •C la 5C 0611400REM 0.00202 01[65510 11000(1101 RUT DHC01T [ FORpfl NMS. A1iCIA0PRCsfPOJO W RRZEM Br suFulx1 PLA(Ep AT 41I00 Ru411CAn A. 'FNPRORM1RAO5Lm ..mac MALL re .. 1 MI imam I OT RUTCIL R CP MOPE= M.OE UMW. FORme AI EPR ISP (1005 LDNN aP Flxaal PPONC RDW. 0110ESH10. WY.OTCPSISE1 CRCB 56000 1. PERM PPM... 1(M... SH FORM 501(1(0 00(44015 PROPOSED 100112 Will! ms. 010/611. FOREIGN IIS.WE GROOMED WIDOW E AS5OGLITE4 AVG 21.0002515 ararr um we I: Sam soctremoto4 wean Oensamal WALE 45711E 0001500 3751610544 41 05f106O001 CODE: FPL REVISIONS NO. DATE DESCRIPTION BY CHR IPPR EX EL 4AAEE ED RIFFINEASSOCJATES,INC. E^ 62111152067 ROG WOOD 0 04105527 DRAFT•ISSUED FOR BID VERSION CLIENT REVIEW.0OI111BIITI APPROVAL LOB .IRB CONFIRIICITONA &VOW NMENTAL DETAILS W� u'RARCA7HG7NERING ?MUM PROJECT F AASOAM X7 7 i R7IdlAALS PRODUCTION 1417 CDWRAN7 PARACIIDT4 COLORADO WIAi1 ms SCALE AS MODS JOS WOO 14204 DRG-DTLO4-14094 GARFIELD COUETY.OPI.ORADO 1 4OT PPEINE a 02ARNER HwOuM 02 ii& ' a o TECTION TEST LENT 1YP4 •0• PIPELINE I PRAISER IAMUL! COYER AS REWIRED .C.7 //c%/ 44, 00104011 OVER AS REOAREO 11■� FIs 1+' SEE NOTE 2 w J PROFILE NOT TO SCALE NOTES 1. CROs0NG WALL BE 0.0N11RLC1ED N ACCORDANCE MTN 060PICATONS AN. NTH PEA./A7 01 40#(50 RE)UNEREN15 10 1ONRR011N1 MENET Iii 1520100. F ANY. O. REN05 91.11 NO1 RE PWYIIRm &HN 1H£ MO. ROW. 3 04010LI2 DNT LENC1115 SHALL BE UE01D 050111E NU05ER OF 95D6..0M11 MD 10NNEC00(0 M 7/LE ROAD P.O.W. CROWING 50041021, 4, MEPC REG7ARED. CONTRACTOR TO 110961 PE/NOTTING AGM, 041 CON4A1Y 441 HOURS PRIOR TO COWENCF4EN1 OF INSTALLATIGI. 5, 02(515E 70 E INSTALLED BS OREN OCT 1&10005. 61. ONE -LAI. IRAFFIC SHALL BE 40110000 IRAOIG NST,IATIN. WARNS. SONS .011 0550401 9141 OE 11511410 TARINId1lJT NNE (0 M.wt 10 ACCORDANCE MTN PERNTTND NE5UNES@11S 7. EXCLUSON FENCE 51+411 E 155TALL 0410(64 OPEN TRENCH. & DESIGN PAR114010 S P0000C1-NATWAL GAS DARER PPE 74.000' W 0 1375' *11 X GNA1E X-70 NO I' • NT 0 GRADE x-12 0£9MOWER. ALIA Irl IDD CLASS 1 L . 450 (4ua2C ROW). 25N1A1 TENT NIESSUR€ = I.320 P94 0.910 SOL 1C001 = 50 0E7, DESIGN SOL ware • 12C PCF, DES. MEE_ LOAD - 12.000 LEIS_ 0. PPE RILL .NAVE DETOR0 APPLIED 1401 OOAEO EPDXT (FOE) Dunn°. 10614.70 APPROVED SHIMS SIEVES 5N1111t 1688 TO COVER OATH K OS Williams, ISFFRIEAB90LY4T� RIG :.2.g �ffireeeeee```ll`�RNxr. w .m ILIA =' OW WOE MOM DINAR LE►MADr.DI0R+IER MN NNANNI AE►L• WHIR CODE: RDI NOTES CROSS SECTION OF FOREIGN P/L R.O.W. NOTES: ,.OiHO, r4CYING yr6� it OWNS 10 CC BERRA1SD 6x'911( STN.: .000 CALL. O4 T RIOIE R /HI; MARK 1041'50 ALLNac OP PAEua mamas. LIP =OWED 2. OWE Of 405004 PPELP0(5) SHALL SC I0T0IE0 N IMPS N 10141I0E Or 174PAVATO: O1. DNSSRO STAMPCAIKOIC net •C la 5C 0611400REM 0.00202 01[65510 11000(1101 RUT DHC01T [ FORpfl NMS. A1iCIA0PRCsfPOJO W RRZEM Br suFulx1 PLA(Ep AT 41I00 Ru411CAn A. 'FNPRORM1RAO5Lm ..mac MALL re .. 1 MI imam I OT RUTCIL R CP MOPE= M.OE UMW. FORme AI EPR ISP (1005 LDNN aP Flxaal PPONC RDW. 0110ESH10. WY.OTCPSISE1 CRCB 56000 1. PERM PPM... 1(M... SH FORM 501(1(0 00(44015 PROPOSED 100112 Will! ms. 010/611. FOREIGN IIS.WE GROOMED WIDOW E AS5OGLITE4 AVG 21.0002515 ararr um we I: Sam soctremoto4 wean Oensamal WALE 45711E 0001500 3751610544 41 05f106O001 CODE: FPL REVISIONS NO. DATE DESCRIPTION BY CHR IPPR EX EL 4AAEE ED RIFFINEASSOCJATES,INC. E^ 62111152067 ROG WOOD 0 04105527 DRAFT•ISSUED FOR BID VERSION CLIENT REVIEW.0OI111BIITI APPROVAL LOB .IRB CONFIRIICITONA &VOW NMENTAL DETAILS W� u'RARCA7HG7NERING ?MUM PROJECT F AASOAM X7 7 i R7IdlAALS PRODUCTION 1417 CDWRAN7 PARACIIDT4 COLORADO WIAi1 ms SCALE AS MODS JOS WOO 14204 DRG-DTLO4-14094 GARFIELD COUETY.OPI.ORADO 1 4OT CODE: ERF np, B11L5 O[NT,E SLOPE NAIX0 4300E 1 SPLLPAD a (SEE NOTE } 5 Wi'\ •^'4♦ ',y c?- +rA$ �� ` S.11.4 f (� 1.0.054. 'MBm17 iOL CR ,MBR / 114511010¢5..1 IL 108 E. _ 12.471111.110F WRAP. ET . 0 BEWP SST.. P ,,_ :; /// la1 I. MP .4E344. / j/�{ 1104101 10941 - di5(i .x14 IOD $li f➢d£n l£146 6491 S1 q -. 1 ITER O. �1 - Attlb°1-. SPCA 5100.-J,:. TO FOR. ECE11 s- WARAM%ea.1D1RS / 907 040: SFCTION A -A H JTE I mul.1M11011 BUMS A0 10 B x00,1 L•OL OK 10 1110 0 1 4 0 114411. WC. OE TOPSOIL Cau10 0l A 000. OPEC. CR Bp1 41 2 14117 1.1. r.A 0CC 0) CO, llPlfl Erpm 000 0 A WOW Cf IDS.. T1r 100.7. Mr. ♦ m RE.. TABLE +E TK a140E 1941 W t0r0L ME REALE 1101 007144 ,1E 10.14041071 a um .11 BLPR 910.0 0 PS.PEED)71000 r1 ME SOF 0(6M0040 140 Ms OWN. 100.00, x910, CO... q RC xMIER OM. M B1. 0904. S .ORE POSS. AIRMAN .1.701 W. 16 11111411.20. 6 5000 10x041[ Cr 0610.11 97. UM u 11000m W WV.. RT1sax RE 41.11,1401 M N 10WEN TO Pf.S TOL 001410.017 11101. a¢ ARE 1.40n0N52. 7 ru 061yrc107. KR MERYL 0. VT.. Is 14.11,01141 5.01110 A SND..r1014x7 LMwPOL WEN 10` PrP Tar. N1- Imo'. 10. POSTS 1 0504004,1 Sr1E SNAIL BE WELL t40 0105 AW 181E n POCRAFN1 Of THE NTS 97 WAFER Ell E. INTO 11.5411010RN0 111010110E AM AWAY 74 6,501 1160 MOM Aler sun AwAs. 114 AREA 00541 SLOPE MOS THE W'A15544 MI 1 0LIRED x01410 To W011510 EAS 007/11117 DIVER 14111 100 SALLOW 71REASONABLY B. 0E01 111E 1400940 VEER 0010 A STAGE Wu PAD C54S10LKTED Or 51005 MI5. 750 nLL 741/01140 COWAN,:0000 OP A laral /:PPNO0f➢ EWIYNFNTfEKOLE § BEYOND 114, STAYED 76 'Ns PRLLL M P owef 5011017 M1EA x10 MArle POW 4ET 410* q USA, STRAW BALLS X10 11* NATURAL 1g00i*PNr. •_OWTUSSI 841 PPE CP 06E4W911104 041000 TP 5x70 OP RAfFLEIN OR NSer Moon.EO W 104,0 44401) uum Al OIL BID q NE �q B 09000070 WATER 911FORM4 BE FOM wn0 SHEET ROM 5150010.1 PrT4BN 11E SAIL PAP 1.1.5 A CW45011 N 0 VP. BAIE5 AN TE X1144)11040- 00AP111, 00x5 100 511X41 X10 [1001 NATE TO ANCHOR TEL M PUCE. B. 10004001104 FUER BADE ARE A 501011E AL1E8NAn1E TD STRAW BALE s11NA11H¢s 101 1NEN01 00701ER04. FLRI ENOS SHALL BE INSTALS, A5 50E00E0 Bx I4 xu15A4T0R1R. 019'000 Dr ML MLIER BAGS 01 A C00PA0Y APPROVED Orr -OTE FACIUTT. Williams. ms. 011 0044TAMI= 2a1(BATIMPOICARY TED114 44 Williams. STRAWSALEOEWAP971N0 :SFEUCI ILRE-MALL T OMME 011eIRMO I III y4 _ ��""'• p1P Me Gre LIEN 4. WI 11WI_. RLEA0N a ASSOOIA7Ld, WO. .__144145EXSTT . M1 _..E%CLUDL r N 9UTE5W SCALE NOW 51107 481074 7- SCALL MUM ROCAfaPR/AO48VYMAN DIM 41444 LN18M4l1WI04/ "MAORI (PEN se. 11.07 1 e1191µ4. 0LOMR.O 17040 101. Or. 61410 O. SEM OR MEL I MP.. ROMEO r. 103 T. L : 2 74 000191+ O'ORA.1 � IWR The EMCCO 119110 100000 000 NAO RC PE YORK. +2-70 B M• NII. 1B'�1ML y .0 (1151 Af7bfA1! OAF E045434,7 DETAIL A '17.07:016...-.1:!"..021.lEms 4352)301,0055 DATE 0444VOT CODE: ERF np, B11L5 O[NT,E SLOPE NAIX0 4300E 1 SPLLPAD a (SEE NOTE } 5 Wi'\ •^'4♦ ',y c?- +rA$ �� ` *51A. N la1 100 110.2 j/�{ 7 �1 ...KR 4170140 M -M WEN 10` PrP Tar. N1- Imo'. 10. POSTS 1 0504004,1 Sr1E SNAIL BE WELL t40 0105 AW 181E n POCRAFN1 Of THE NTS 97 WAFER Ell E. INTO 11.5411010RN0 111010110E AM AWAY 74 6,501 1160 MOM Aler sun AwAs. 114 AREA 00541 SLOPE MOS THE W'A15544 MI 1 0LIRED x01410 To W011510 EAS 007/11117 DIVER 14111 100 SALLOW 71REASONABLY B. 0E01 111E 1400940 VEER 0010 A STAGE Wu PAD C54S10LKTED Or 51005 MI5. 750 nLL 741/01140 COWAN,:0000 OP A laral /:PPNO0f➢ EWIYNFNTfEKOLE § BEYOND 114, STAYED 76 'Ns PRLLL M P owef 5011017 M1EA x10 MArle POW 4ET 410* q USA, STRAW BALLS X10 11* NATURAL 1g00i*PNr. •_OWTUSSI 841 PPE CP 06E4W911104 041000 TP 5x70 OP RAfFLEIN OR NSer Moon.EO W 104,0 44401) uum Al OIL BID q NE �q B 09000070 WATER 911FORM4 BE FOM wn0 SHEET ROM 5150010.1 PrT4BN 11E SAIL PAP 1.1.5 A CW45011 N 0 VP. BAIE5 AN TE X1144)11040- 00AP111, 00x5 100 511X41 X10 [1001 NATE TO ANCHOR TEL M PUCE. B. 10004001104 FUER BADE ARE A 501011E AL1E8NAn1E TD STRAW BALE s11NA11H¢s 101 1NEN01 00701ER04. FLRI ENOS SHALL BE INSTALS, A5 50E00E0 Bx I4 xu15A4T0R1R. 019'000 Dr ML MLIER BAGS 01 A C00PA0Y APPROVED Orr -OTE FACIUTT. 1- VISI 1 Williams. STRAWSALEOEWAP971N0 :SFEUCI ILRE-MALL T OMME Williams. -4:424TIVO007,44. I III ,Wyk 71ai a p1P Me Gre LIEN 4. WI 11WI_. f ZIV=It41111M11 . M1 _..E%CLUDL r N ARTA"- SCALE NONE 51107 481074 P0C151ON FENCE ROMS SCALL MUM RO07t 444441404, wawa" MOONOWNYI 4111010 TO uCIY T -POSH -.0005 40+ 4 B 1p,1EN PxOU^�IDL' S PEACES 1 OEAn 141. uOOLE "MAORI (PEN se. 11.07 1 e1191µ4. 0LOMR.O 17040 101. Or. 61410 O. SEM OR MEL I MP.. ROMEO r. 103 T. L : 2 74 000191+ O'ORA.1 � IWR The EMCCO 119110 100000 000 NAO RC PE YORK. +2-70 B M• NII. 1B'�1ML y .0 N 50)17°04,0.207 DETAIL A '17.07:016...-.1:!"..021.lEms 4352)301,0055 DATE 0444VOT �� 770 �m Ems'` MMm4c 1101 Me a.. AIR• o-4 a 4711E WV o wr t.Z.ors! w ar- r.x„..e :`.' a,,OE PPM. t -....4.,-..--.0w,�1w:s K0� ET.- °+°1No 1N101 " 4(00110 ATMA WM. �IORwB ..... PC R a RE .. x10€ 111. 0,.1,7 70.1 041.6 ®1047 Al 110-1110-11471 W 111,17;1 P4710,7,1.,111 .raN-.1L, 410 900'0 IMPTTa BN 41.0 0 YM MOON EAE A. L. 23 . 40,x1.7'... 94111440 .•n.um.c m,. c.e pp', 4.wsw. 01111.•11 ' •'''ams 6MAU0111,MON.ANI7 MTH E. imum.„-.4nriorimime ElfAPM&AIISOCIATES, WG 2C SAM • .Y.7 1rmSITIOW cRre7«IeRP.IIP Tr OO.V WV NR - .r.. I,�■■■' 747461717ff./417 Mt WALL NOAf k a a Y.s1,6 rt,tw .010.6 f Am WtSMAYSA1FYL7M4 PAON. 011OO42041M ■■�E •-M Ma 4,17ffg1 MOWN" P1 40 4447)4464541/ one NCH! s ASSOCIATES, INC. 7 WSW -�A7fARi:TtlkSN, Lv.Ri CODE: ERF np, B11L5 O[NT,E SLOPE NAIX0 4300E 1 SPLLPAD a (SEE NOTE } 5 Wi'\ •^'4♦ ',y c?- +rA$ �� ` 15010((4 PIPE ��u LF 0004REO) � 3 B ��%' 4 t i♦a M STANCE (419.) /� GENRE SLOPE- �� ',ARAM. OB1DE .I 1 j/�{ 7 In�7 ``� PI15 �J 5NEE1 1.541 1 A X15 5TNk6 LER RECESS uNOTES' •.,•, 1. 1.51.1501114 19 54 1 0 TE FLLOW 0, AS 0M RO 401*BY 0041(50 AL1 570.107011. 7170.1 ME LADEN 14170 PITO NATEB NAE.. DR 1.71.09 SECTION A -A 1 0504004,1 Sr1E SNAIL BE WELL t40 0105 AW 181E n POCRAFN1 Of THE NTS 97 WAFER Ell E. INTO 11.5411010RN0 111010110E AM AWAY 74 6,501 1160 MOM Aler sun AwAs. 114 AREA 00541 SLOPE MOS THE W'A15544 MI 1 0LIRED x01410 To W011510 EAS 007/11117 DIVER 14111 100 SALLOW 71REASONABLY B. 0E01 111E 1400940 VEER 0010 A STAGE Wu PAD C54S10LKTED Or 51005 MI5. 750 nLL 741/01140 COWAN,:0000 OP A laral /:PPNO0f➢ EWIYNFNTfEKOLE § BEYOND 114, STAYED 76 'Ns PRLLL M P owef 5011017 M1EA x10 MArle POW 4ET 410* q USA, STRAW BALLS X10 11* NATURAL 1g00i*PNr. •_OWTUSSI 841 PPE CP 06E4W911104 041000 TP 5x70 OP RAfFLEIN OR NSer Moon.EO W 104,0 44401) uum Al OIL BID q NE �q B 09000070 WATER 911FORM4 BE FOM wn0 SHEET ROM 5150010.1 PrT4BN 11E SAIL PAP 1.1.5 A CW45011 N 0 VP. BAIE5 AN TE X1144)11040- 00AP111, 00x5 100 511X41 X10 [1001 NATE TO ANCHOR TEL M PUCE. B. 10004001104 FUER BADE ARE A 501011E AL1E8NAn1E TD STRAW BALE s11NA11H¢s 101 1NEN01 00701ER04. FLRI ENOS SHALL BE INSTALS, A5 50E00E0 Bx I4 xu15A4T0R1R. 019'000 Dr ML MLIER BAGS 01 A C00PA0Y APPROVED Orr -OTE FACIUTT. ‘..,...71 r OR AIMRCON4ONOARN NY PP.OL P 3111.011010Pu11 LEL "..1[ 4.41 q x140 PCB 1101.40 pnwi. 110 T m 9.0000. 1 Williams. STRAWSALEOEWAP971N0 :SFEUCI ILRE-MALL T OMME Williams. -4:424TIVO007,44. I j�E��/�� yy�E�� 0171480. A8RrOdA7F% MI ,Wyk 71ai a p1P Me Gre LIEN APR f ZIV=It41111M11 len W r N 4444MNIt. 050/1444/ SCALE NONE 0414M'5#114400 SCALL MUM RO07t 444441404, wawa" MOONOWNYI MONO. 011044104411.1 II 1■1 I�1 +2-70 B ROOf9MRMQ411F1770O Nu. 010 6a0 19f2IAHH1ISEQffi1 AlAF W 00 00 y NMI L"."Ors ""',7:`"?,','""` 1nO ORO EV. OP \ 1 50)17°04,0.207 '17.07:016...-.1:!"..021.lEms CODE: XFN V°441,- .45taW �„.$ 1 CEOIEIT0 f{MC PERSPECTIVE VIEW (LA0, 10 SCALE) 1E STRAW NOTES: 1. 111E (,BRE 5TR0011,50 MM 1001E01LE noTA r030K. 1 114 1100011 BALE 401140118001 AND 00E119018 M 1105 511111400E MALL BE 0511140000 11, ME REM B15m LPO, §1E 0000115 2. HEW Of 11C 111500 77111 5141.1. BBT 5400(0 TM PALES 1t 1100 *ALES AAE 1100010 ID 0001 ME 0004110E 29.2171415 A SC4010 00190E ROW 0 NOES 0.011 BE USED 10 REINFORCE 11E Pr71001111 4. 417016001E 0470100MO NATES 010. i. 0, 3. 4 AIX 5 910411 01 5510719 11.0- 000-12581-8121, S7RXW BOLE 5[0011414NC a1R0011712E - SRA. NOLONIE SHALL APPLY TO ANO BE PART 0 114E RE40RELQnS FOR 01000 BALE *450100x54 S1*UC11RE9 - LARGE 0014414. Williams. TYPICAL 17714W0M10E6447734010 In81ACNRl. LANCE VOLUM iABi7WM 6 AR50124.477427x.lit:. annoo- =FOOT SSW 1. Affe 14444u4 444, SOTE9N MCKIM WONG& VI MON men4RaCM SCALE NONE ONONo. CAO.1410444!4 54174!44,3107 ECM .10 now A.A. PK 1341 warms. 00x111 N a. 91yp0111 0 40*1 009 P` 70010 P 481... S*EE 55001000017 91FL0 elit ORDLAID RrkT x Ph I W R weir= 000 V AHGB IR Id AMegB 04.1.1. OR x.1 rMM1 A 7C 40...1.•0, 04 T 14 { - - xN. ....7'..4V1.0"... '. H AAAROVER rlO*6AMI 1 DATE 7 l!yI ,,. _A ,r1 ._0 1)_MEKT., 1•-c %j LOA)4 110 WE LOE PIPE TO x.111 EARN ATRAhPP BARE P PoLN0 N550BPY coroffonox .TAP Nx CRAP q+M NOTE". •.,•, Ij • •, f. yy -• •.., •: 1. rgyTR ALL WC 1 111 EABRICATON M x¢M 400.2E fi- TI r r' • Wn10 PE.01 O.. 441 7010 7001001 WR[0 //'� -ll Ir WA 9110[ UR PK 10 A P0xt 1 1007 NIINW 00. WV FORPEP a064 1 ~ i ‘..,...71 r OR AIMRCON4ONOARN NY PP.OL P 3111.011010Pu11 LEL "..1[ 4.41 q x140 PCB 1101.40 pnwi. 110 T m 9.0000. 1 WRS Mi Williams. -4:424TIVO007,44. MOITOTIVE -"qIIIIIIpPr Ii l tgRrFFIN• ASSOWAITS, WC f ZIV=It41111M11 len W r N t l • 0414M'5#114400 SCALL MUM Ell IIi' II 1■1 I�1 +2-70 B ROOf9MRMQ411F1770O Nu. 010 6a0 19f2IAHH1ISEQffi1 AlAF W 00 00 y NMI L"."Ors ""',7:`"?,','""` 1nO ORO EV. OP \ 1 ••,� um- '17.07:016...-.1:!"..021.lEms 4352)301,0055 DATE 0444VOT �� f DPILLWJP:PTODLCT70N &WT coMPANY PARACI1V774 COLORADO 01111.•11 m E. imum.„-.4nriorimime f.. x iii - .r.. I,�■■■' RP GM WM. PERMANENT FENCE DETAIL 0i00. k a a Y.s1,6 rt,tw .010.6 f Williams. J4114oNwskit ■■�E •-M Ma 4,17ffg1 MOWN" P1 40 NI 777 '+1 s ASSOCIATES, INC. 7 WSW -�A7fARi:TtlkSN, Lv.Ri A „„rl.0, M. „ 114110 Cp. SOU FAG NA rex nE ' 7 F 0 00 NN IVIT, DOM Iicel 140.2E MIN PROFILE VIEW 11ruk RYAN VIEW ¢�wrs®1ic 1 AOPY0FR0I0R 117/M97 OM AM. P446�F44/44141 SULC B/W . I. 400101 TYPICAL 001101 MO. SECTION. VIEW alas 400 .11VT1• PIPE ANCHOR 0040 :01 W 10 BLOCK 1.01514.11 CORM ICAL 41041x7° sola, Eta tom are MEM, \\DP .9 sulff.CE �• .101.1110 ePPORE E 00.. 11004 P� --PMI .POO' 1. MEI MUSH AVD Mew TEE_ PPE 000 SE -BOOK NW. ARD AM. FIA. 017.1... ROT. PE x07 USr•w9-4^29. / 9EE NDIE I ;AZ ;°, "'"" DDN1tc"' ”""''''"'"=.1r.- Aw.wRr [[//(� 3. 6 I ffrO 4880.si V. N MP A1O,OR amokc wsmur M PEW. DY IPPIr M S9c1 ,081➢.'"`";°,"'""T'"7"' wffIl FEU �n»,Dr 147.14114". ��: �' c MR. � tillif vwE 1 ID71DMaw We 04/111,07 4102.074 T'AI uN7 1072.0740 F' 14117414 /41� 0' IW. i! PRNCHOR CODE: XFN V°441,- .45taW �„.$ 1 CEOIEIT0 f{MC PERSPECTIVE VIEW (LA0, 10 SCALE) 1E STRAW NOTES: 1. 111E (,BRE 5TR0011,50 MM 1001E01LE noTA r030K. 1 114 1100011 BALE 401140118001 AND 00E119018 M 1105 511111400E MALL BE 0511140000 11, ME REM B15m LPO, §1E 0000115 2. HEW Of 11C 111500 77111 5141.1. BBT 5400(0 TM PALES 1t 1100 *ALES AAE 1100010 ID 0001 ME 0004110E 29.2171415 A SC4010 00190E ROW 0 NOES 0.011 BE USED 10 REINFORCE 11E Pr71001111 4. 417016001E 0470100MO NATES 010. i. 0, 3. 4 AIX 5 910411 01 5510719 11.0- 000-12581-8121, S7RXW BOLE 5[0011414NC a1R0011712E - SRA. NOLONIE SHALL APPLY TO ANO BE PART 0 114E RE40RELQnS FOR 01000 BALE *450100x54 S1*UC11RE9 - LARGE 0014414. Williams. TYPICAL 17714W0M10E6447734010 In81ACNRl. LANCE VOLUM iABi7WM 6 AR50124.477427x.lit:. annoo- =FOOT SSW 1. Affe 14444u4 444, SOTE9N MCKIM WONG& VI MON men4RaCM SCALE NONE ONONo. CAO.1410444!4 54174!44,3107 ECM .10 now A.A. PK 1341 warms. 00x111 N a. 91yp0111 0 40*1 009 P` 70010 P 481... S*EE 55001000017 91FL0 elit ORDLAID RrkT x Ph I W R weir= 000 V AHGB IR Id AMegB 71. 4141E �r xN. ....7'..4V1.0"... '. H AAAROVER rlO*6AMI 001AL Pyre AP/�/rl! -4s IS MB DATE DETAIL no 1 41,1011 CR 11717, l!yI ,,. _A ,r1 ._0 1)_MEKT., 1•-c %j LOA)4 110 WE LOE PIPE TO x.111 EARN ATRAhPP BARE P PoLN0 N550BPY coroffonox .TAP Nx CRAP q+M NOTE". •.,•, Ij • •, f. yy -• •.., •: 1. rgyTR ALL WC 1 111 EABRICATON M x¢M 400.2E fi- TI r r' • Wn10 PE.01 O.. 441 7010 7001001 WR[0 //'� -ll Ir WA 9110[ UR PK 10 A P0xt 1 1007 NIINW 00. WV FORPEP a064 1 ~ wf'�%� ii=B 5 Au 0441x10 TO 114 0170 AS 007 405/10110 '9 ‘..,...71 r OR AIMRCON4ONOARN NY PP.OL P 3111.011010Pu11 LEL "..1[ 4.41 q x140 PCB 1101.40 pnwi. 110 T m 9.0000. rNBRKAn:P usWeu WRS I. r• B6M LOF5D D° Williams. -4:424TIVO007,44. MOITOTIVE In l tgRrFFIN• ASSOWAITS, WC f ZIV=It41111M11 len W r N t l • 0414M'5#114400 SCALL MUM Ell IIi' II 1■1 I�1 +2-70 B ROOf9MRMQ411F1770O !MONO. 053.75B8I117 ff" HYD ••,� um- AU0.iP` � 4352)301,0055 DATE 0444VOT �� f DPILLWJP:PTODLCT70N &WT coMPANY PARACI1V774 COLORADO NOTES warms. 00x111 N a. 91yp0111 0 40*1 009 P` 70010 P 481... S*EE 55001000017 91FL0 elit ORDLAID RrkT x Ph I W R weir= 000 V AHGB IR Id AMegB 1414 EX ST., BURT£707 RIFFIN&ASSOCIATES, INC. RO.""80..c.s."7se°r 5¢ K C00TPr SOT. g DATE 17- wL .! BY OHK 710��1�90411.4 7.1pp10 r -] WV FORPEP a064 1 ~ _ 04108107 A 1MPCll TML 9009 ��l- WRS I. r• B6M LOF5D D° CONSTRUCTION E gOIRLI GID7TAL DMuss PM:LW LRAM= Wil 451 i41GAN7N, AC In r N t l • Ell IIi' II 1■1 I�1 +2-70 B 11 105 ff" HYD ••,� um- AU0.iP` � �� f DPILLWJP:PTODLCT70N &WT coMPANY PARACI1V774 COLORADO 01111.•11 E. E01R 10 PPE Wu. I,�■■■' Y 106 Ib.: 1478E IV,.40 1.,,;." xAg- 411 P.O.pN'py0 PAR 1-� ■■�E •-M P1 40 777 '+1 0 WYL �a.Ml Smfa A „„rl.0, M. „ 114110 Cp. SOU FAG NA rex nE ' 7 F 0 00 PROFILE VIEW 11ruk RYAN VIEW ¢�wrs®1ic 1 PIPE ANCHOR END THRUST R+OEIK 1[77, PIPE JxNCHDR RI BCK €B 7M• SULC B/W . I. 400101 TYPICAL 001101 MO. SECTION. VIEW alas 400 .11VT1• PIPE ANCHOR 0040 :01 W 10 BLOCK 1.01514.11 CORM ICAL 41041x7° sola, Eta tom are MEM, \\DP .9 sulff.CE �• .101.1110 ePPORE E 00.. 11004 P� --PMI .POO' 1. MEI MUSH AVD Mew TEE_ PPE 000 SE -BOOK NW. ARD AM. FIA. 017.1... ROT. PE x07 USr•w9-4^29. / 9EE NDIE I ;AZ ;°, "'"" DDN1tc"' ”""''''"'"=.1r.- Aw.wRr [[//(� 3. 6 I ffrO 4880.si V. N MP A1O,OR amokc wsmur M PEW. DY IPPIr M S9c1 ,081➢.'"`";°,"'""T'"7"' wffIl FEU �n»,Dr 147.14114". ��: �' c MR. � tillif vwE 1 r 114... COAT WIN _ "ITV.' .x45. 924 DM.. 4102.074 T'AI uN7 1072.0740 F' 14117414 /41� 0' IW. i! PRNCHOR W1Aa : J/ 14,71¢01. PETAL MOWN [ANO 714 MOM 119E ANCHOR BLOCK N M 0010 7 I• r 1115 -,.....,4<„,,,, zusp T. RRA1N N[TRLJC11oN .•.-ov D/0.:. R0m K.. Al 7011W m RPFi1N 6, 4 3140 014 01$ INC. NC1n :MMP MrSirrOM MV7aMUFip.i Sr 710E !Y AOR 4411 EMIL&WENS ICALIO NONE RBCS OPONFOL IW WI 71MMXOAO.4pW404 (SOOSOKNOO DAMOIRO01 NOTES REVISIONS 1414 EX ST., BURT£707 RIFFIN&ASSOCIATES, INC. RO.""80..c.s."7se°r NO. DATE OESCRIPPIOK BY OHK APPR (361)1162-60211 D _ 04108107 DRAFT -ISSUED FOR BID VERSION CLIENT REVIEW. COMMENT, APPROVAL LOB WRS CONSTRUCTION E gOIRLI GID7TAL DMuss PM:LW LRAM= Wil 451 i41GAN7N, AC f DPILLWJP:PTODLCT70N &WT coMPANY PARACI1V774 COLORADO 30A44 034010/01 DRG -f7105.11794 106 Ib.: 1478E GARFIERD 00101141, CBLORACI r 6OPS H. 1 3:111 or I WJ I FN 125' TO 156' z1 ,aa 25" 25' TOPSOIL TRENCH R.D.W. TRENCH SPOIL CLEARING LIMIT TOPSOIL 25' SPOIL S1DE -I h 15`1 WORKING LANE TOPSOIL CLEARING WIDTH ±05` 50' WORKING SIDE 75' CONSTRUCTION ROW NOT TO SCALE NOTES: 1. SALVAGE TOPS0L FULL ROW 9110111 AT LOCATIONS AND DEPTHS IDENT1ED ON THE CONSTRUCTION 00060505 1111 AS DIRECTED BY THE COMPANY. 2. TOPSOIL S1-IALL BE STOCKPILED ON BOTH SIDES OF THE ROW (A5 SHOWN), ON ONE SIDE OR IN ANY 605011 URA0ON APPROVE0 BY THE EN'ARONMENTAL INSPECTOR. KEEP TOPSOIL PILE CLEAN OF ALL CONSTRUCTION DEBRIS. MAINTAIN SEPARATION BETWEEN TOPSOIL AND SUBSOIL %PDL PILES. 3. LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT 09510115 DRAINAGES DO NOT PUSH TOPSOIL 1570 GREENS OR WETLAND, DO NOT USE TOPSOIL FOR PADDING. 4. STRIP AND STOCKPILE TOPSOIL FROM fULL ROW WHERE GRADING IS REQUIRED Q.B, FOR A SCE -HILL 611T, 0lc„) TO PRCBUCE A STABLE WORK AREA. Williams. s. TYPICAL EGO. W. 8ECRON 0177101 PLAT. WROTH l UPSCYL BALVAIQE 4FRIFFMl EARSCPCIATES, AMO. clan OBIOWF4v AFwow 1m.FPemv_r AWTaAARir Me • IIN96JTA ARTEIA1 war 0014IAOAAI WIBe1 two maw MJNB NONE l MON& DRO -14.1944115 M7E501109 CODE: FRT -NGTTODAlE- NOTES: I. SALVAGE TOPSOL 01111 TRENCH ARO LNDER THE Y'OL PLE AT LOCATION AND 0/0715 /SWORD 01 THE C0151IliCION 01GAMNCS OR AS 0REC1E0 51 THE COUP., E 510500L0 TWSQL AS SHOWN OR 1N ANY CONFIGURATION APPROVED BY TLE 500160111, KEEP TOPIC. CION W ALL 10501111CR1 Williams. 7YRML PLOW. 8/577011 FRENCH 0181001. AREA TOP80R ENLVAOE 4 ERFFBIA ASSOCLATE& INC. Aiaa1 ,OMORWINW a9DAwowreer9F W RAMO EAArE4A1MIWMW 544496096 M11EI0E Rom mama, NWYmon (5013RB1«M WAVE. NOME 8019 Na OA651LFHA1 DAM MAW CODE: TST 61(65050 11±11 CLEARING OMIT IDt TOPSOIL CLEARING WIDTH 15 10N51R0CT01 ROM - 5.01 TO SCALE - NOTES: I. SALVAGE 100505 (00L1001(1 K AM 1100111 OAR 100151 AT LOCATION ARO DEPTHS 101:111E0 ON Di CON51,0001 DRAWHG5 0t A5 DIRECTO BA TSE CO 111(1, STRIP SHALL BE MOE ENOUGH TO ACO0.IOATE TRACKED 0ACK110E OR MEELEO O101TR 2. 5101005E TCP504 A5 5X0011 W N ANT C1MGLARATION W C.u01NG AGE1A160 TRGJN0 SURFACE WIEN PLACING 5A0Kn1 FROM TIE 5000 OLE. Williams. TYPICAL RO.VI. 8/7:770* OWE MOTH TOPSOIL &ALVADE JIii7RIFETN&A:6OFLATER AA@ EPLIWINE Wn A ;ww un coarrAw _ Away YMi%a1lf Flo 101• ON tla LEE 11111 1414 RN 90, 4091! 80 norEarnAq. wow EBaD):1,8025 SCALE: NONE' 0500ATn BN0-0404540 Lorre 1WM001 CODE: EWE 6 1 0 IRE d CH GRADING ORIGINAL SPOIL GROUND TOPSOIL GOT BENCH 1, *` }A, i`vr�i�\iii•-•, , BENCH \\I=111 I(� 5 0 - s - GRICJNAL TRENCH GROUND TOPSOIL GRADING 15 t WORKING LANE 15'* F 6 3 i TRENCH SPOIL ---R7 t II IA' 411 NLJ -=• rt III IIIIIf E; SPOIL ThENCH PBrtDE TOW FOSAC ARI wow 0N1s RO PEOIOOS NT cow BOd0010 nom DR (00010.0 VIEW noticooN 0X00} 500 11/11501011 R . PRICArto W4 WORE 4005 (nye. Rom 5055)1 N01F5: APRs. To AMOK A5 cALA1w nob T. 11es>�SNNN5L IS FRE7 O wow woo. AT MAWRB, 1 SAWN 10 NE RESIN. Al A 1.51 NANWW sIEPF AFlLS GOPLETR or CONSTRUCTION. S Rw 3W 1 BE 115lu_ N. 407 RNAftl4 0 [r. ebbNOW wows 70m ON WOE ALKAWENT NAPS C. OR0E11 51 OiMra 6L SWAN mo saver BATING 01 A Rms. LANEL 1 SROIOM 1.5 HOLES T n16 1d51xO8 931131/5 TO 1114551 MUMS a is Esti OR Lr. DEATH 011113. ORM. Br MP." R. BAR. TA BE RESTORED ATA 1 WI NAKNw NOPE AFT1A CDIARITOR E. mNSTRUCFww 3. REY rob BY ro11L1`ND DA FM/ITT. ACENCT, rd. How Ye 111614.1..B1111614.1.....Ws WY A RLE AND A M 51 Pit042 T Now Pt 0±115 ar COWAN,NNWT,8711* 900 SIDS 55 uAi 0 TDPS6IL /-. a�� 9.7' 4 _ 1I//��LLP���//��L�� Kr. - N. A _ •••_04100( 1. S.A . tiEtLi7RFRNA WORKING TRAVEL LANE 1411RAI. ww7En0 "We PPM .'10:mo\✓LANE ' i . l TOPSOIL FILL BENCH 10t pe77MEM DAY RENEENI t:Z..- _Al r UNE -UP' 'RECO AREA Fl..4IS1a+ CUT FILL BENCH �1-II TOPSOIL CLEARING 100711 11100 _ BENCH CLEARING WID t 0,' r I='_ Sp'4 SPOIL SIDE 90'± WORKING 510E 50'± SPOIL SIDE TOP 80'± 1MTR1N0 SIDE _ CONSTRUCTION ROW SEE ALIGNMENT SHEETS FOR ALLOWED FULL WDTH CONSTRUCTION ROW SEE ALIGNMENT SHEETS FUR ALLURED FULL 1010TH SIDE HII1 RR W %FICTION A SEDE.IIILL 5 0 W. SECTION B SPOIL 110E LOM 5(04 SDE Mol *5RNN0 "WOE HON WORKING SIDE LOW NOT 19 SCALE NOT TO SCALE NOTES: 1. STRIP AND STOCKPILE TOPSOIL FROM FULL WIDTH WHERE GRADING 15 REQUIRED FOR B. WHERE SIDE HILL SECTION 15 OF SHORT LENGTH 0R OF EXCESSIVE GRADE. ONLY A 516E-41LL Cul AND FILL. SINGLE COMBINED WORKING LANE AND TRAVEL LANE SHALL BE 60NS1RUCTED. WHERE RE0UIRE0, PIPE LINE-UP. WELDING AND .01NT COATING SHALL BE PERFORMED AT AN 2. TOPSOIL SHALL 96 5T960401ED ON 0074 SIDES OF TWE R014 (AS SHOWN) UNLESS OTHERWISE ADJACENT AREA AND THE LINE INSTALLED A5 A 'DRAG SECTION,' APPROVED BY THE COMPANY. KEEP TOPSOIL PILE CLEAN OF ALL CONSTRUCTION DEBRIS. R RIGHT-OF-WAY SURFACE SHALL BE RESTORED 70 NEAR ORIGINAL UNE. GRADE AND MAINTAIN SEPARATION BETWEEN TOPSOIL, GRADING SOIL AND 11400501 SPOIL PILES CROSS SLOPE UPON COMPLETON OF CONSTRUCTION. THE FN15HE0 SURFACE SHALL HAVE 3. LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT OBVIOUS DRAINAGES. 00 501 PUSH TOPSOIL WATER .0115 INSTALLED. SLOPE MATTING PLACED. RESEEDING AND RE-0EOETATON WORT( OR SPOIL INTO CREEKS CR WEILAND. 00 NOT USE TOPSOIL FOR POPPING. DONE MIEN STATED IN OTHER PROJECT REOUIREMENT5 0R ORDERED BY THE COMPANY. 4. DN SIDE HILLS AREAS SHOWN ON DRAWINGS AND 000114 LOCATIONS APPROVED BY COMPANY. CONTRACTOR SHALL GRADE BI -LEVEL WORK PADS WTHIN 1116 DESIGNATED RIGHT-OF-WAY. 5. EQUIPMENT USED FOR CLEARING, GRADING. TRENCHING AHD SIMILAR ON 50E HILL AREAS SHALL BE GF MINIMUM SIZE AND 1YEIOHT TO REDUCE DISTURBANCE AND MAINTAIN STABILITY. Williams. J TYPICAL EYDEINti 807RAW. 8/571001 W MAIM GRADING 6- WHEN NEEDED, SUITABLE RETAINING BARRIERS SHALL BE PLACED ON THE DOWNSLOPE EDGE OF)EEfOW0 RIGH7-0F-WAY TD CAPTURE AND HOLD EXCAVATED MATERIALSI- R44TANIkA860n4TflF1NCr RA ISM] nBW11LF1701 Nnaa WaRI 7 RAF WWII MLI -• MI. APE 7. UNLESS OTHERWISE APPROVED BY COMPANY. GRADING SOIL NOT 115[0 FOR FILL BENCH 40N7 a arRilAC F - 60N019660ON SHALL BE MOVED AND STORED ON THE UP TILL SIDE OF THE RIGHT-OF-WAY. 14140JEIT, RATE ON AIWA./ AMR ROYA0A'1mY04 Vlt l 0IONa. ORO44Z114. Q 450TyaaraPze DATE 102680 61(65050 11±11 CLEARING OMIT IDt TOPSOIL CLEARING WIDTH 15 10N51R0CT01 ROM - 5.01 TO SCALE - NOTES: I. SALVAGE 100505 (00L1001(1 K AM 1100111 OAR 100151 AT LOCATION ARO DEPTHS 101:111E0 ON Di CON51,0001 DRAWHG5 0t A5 DIRECTO BA TSE CO 111(1, STRIP SHALL BE MOE ENOUGH TO ACO0.IOATE TRACKED 0ACK110E OR MEELEO O101TR 2. 5101005E TCP504 A5 5X0011 W N ANT C1MGLARATION W C.u01NG AGE1A160 TRGJN0 SURFACE WIEN PLACING 5A0Kn1 FROM TIE 5000 OLE. Williams. TYPICAL RO.VI. 8/7:770* OWE MOTH TOPSOIL &ALVADE JIii7RIFETN&A:6OFLATER AA@ EPLIWINE Wn A ;ww un coarrAw _ Away YMi%a1lf Flo 101• ON tla LEE 11111 1414 RN 90, 4091! 80 norEarnAq. wow EBaD):1,8025 SCALE: NONE' 0500ATn BN0-0404540 Lorre 1WM001 CODE: EWE CODE: LIC IT. or dom. own 105 1 x T `\` 11109/0 ROPE TN9m SNNY--y, ~ SLOPE N `\ /1 AMINE tiv -� TP Or ORaNN. SLOW PLAN 0419 P.I.S. o.E I imwm Maar AD SLOWS wAv1 Tek ODP Sall .N%nJ Ia.. I t 5000TH 11101.15 FI ---R7 t VON it Is �� IIIIIf 20 F7. RA of wow PON PBrtDE TOW FOSAC ARI wow 0N1s RO PEOIOOS NT cow BOd0010 nom DR (00010.0 VIEW noticooN 0X00} 500 11/11501011 R . PRICArto W4 WORE 4005 (nye. Rom 5055)1 N01F5: APRs. To AMOK A5 cALA1w nob T. 11es>�SNNN5L IS FRE7 O wow woo. AT MAWRB, 1 SAWN 10 NE RESIN. Al A 1.51 NANWW sIEPF AFlLS GOPLETR or CONSTRUCTION. S Rw 3W 1 BE 115lu_ N. 407 RNAftl4 0 [r. ebbNOW wows 70m ON WOE ALKAWENT NAPS C. OR0E11 51 OiMra 6L SWAN mo saver BATING 01 A Rms. 6 -PRCtiYe 1111 AAF Aro 0041 01001(05 r PWELNE 0CWp E'DO BDIUNG 01114*05 r W IN IN. As me..01IOL AIRMEN, PROFIT F MEW WM Croww Nu -1 s} SROIOM 1.5 HOLES T n16 1d51xO8 931131/5 TO 1114551 MUMS a is Esti OR Lr. DEATH 011113. ORM. Br MP." R. BAR. TA BE RESTORED ATA 1 WI NAKNw NOPE AFT1A CDIARITOR E. mNSTRUCFww 3. REY rob BY ro11L1`ND DA FM/ITT. ACENCT, rd. How Ye 111614.1..B1111614.1.....Ws WY A RLE AND A M 51 Pit042 T Now Pt 0±115 ar COWAN,NNWT,8711* 900 SIDS 55 uAi 0 Williams. / ref T77IOAL U11(X Mew MOM; 1I//��LLP���//��L�� Kr. - N. AMOCL42B& AVG A _ •••_04100( 1. S.A . tiEtLi7RFRNA 1411RAI. ww7En0 "We PPM AOG'A/NICD WYISOM I PRJOA ML►AMBA4w pe77MEM DAY RENEENI CODE: LIC CODE: SIC NOTES REVISIONS NO. 0 OATS 04108407 DESCRIPTION EV ONE 01100E jaf 1414 air dr. AMITOA1x RLFFIN & ASSOCIATES, INC. ',Oaf W'* E940 00:4191* DRAFFI88UWFOR 910VERSION CLIENT REVIEW, 000u T, APPROVAL 109 VMS Williams CONSTRULTTON E RYPIRONONLS'16L DEP01L5 3f'RARCA79GTILERE C TELDEPROJECT FOR X4RCA I IAT. 1 0711LC 1LSTlODDCT1ON A'AII EYEARANY PARA. COLORADO SCALE: AB !MOWN JOB Ma: T4E24 DRG -D71,04-14294 GARFIELD COUNTY, COLOMOO 1 9 OF 0 TOP w 11t011AL ILOFE .........--\j, ...co SLOW FTWaRD 9005 ---E� I M RPP MOM:OFC1 p, ID Vitt FHT% 1,51 KAY 203E 1,•=i .POI PACO I k 5GE 9 d W.. WY 50351WWI I, 1 Y.. ---R7 t VON it Is �� T FY up -1. FT. IFN y E 6 -PRCtiYe 1111 AAF Aro 0041 01001(05 r PWELNE 0CWp E'DO BDIUNG 01114*05 r W IN IN. As me..01IOL AIRMEN, PROFIT F MEW WM Croww Nu -1 s} SROIOM 1.5 HOLES T n16 1d51xO8 931131/5 TO 1114551 MUMS a is Esti OR Lr. DEATH 011113. ORM. Br MP." R. BAR. TA BE RESTORED ATA 1 WI NAKNw NOPE AFT1A CDIARITOR E. mNSTRUCFww 3. REY rob BY ro11L1`ND DA FM/ITT. ACENCT, rd. How Ye 111614.1..B1111614.1.....Ws WY A RLE AND A M 51 Pit042 T Now Pt 0±115 ar COWAN,NNWT,8711* 900 SIDS 55 uAi 0 Williams. NOCHANNELSA LF��pA��yyFF����BB,�1B�a 4 MON A ABBOCN7711, 040. A am 14161.F1.n.m r rrw A. w 1�N� 1114114ELEet. AURAES MAC 11011E 00=81100/0 01110801 ONIMIMPOIN 1E0.40164Af11NF DE008aaM1 CODE: SIC NOTES REVISIONS NO. 0 OATS 04108407 DESCRIPTION EV ONE 01100E jaf 1414 air dr. AMITOA1x RLFFIN & ASSOCIATES, INC. ',Oaf W'* E940 00:4191* DRAFFI88UWFOR 910VERSION CLIENT REVIEW, 000u T, APPROVAL 109 VMS Williams CONSTRULTTON E RYPIRONONLS'16L DEP01L5 3f'RARCA79GTILERE C TELDEPROJECT FOR X4RCA I IAT. 1 0711LC 1LSTlODDCT1ON A'AII EYEARANY PARA. COLORADO SCALE: AB !MOWN JOB Ma: T4E24 DRG -D71,04-14294 GARFIELD COUNTY, COLOMOO 1 9 OF 0 Qon.lnOLotl 05922 S Miami. Ana V PI 41 361311 See 42152515 0194M Fa Flehp Re44575n1 \\1\1\1f1\\ 1\\\114\S\\ \\ 61\ \\\\\ 2313 \\\\\\\\\,\\\1\11\\\\\ 2154 13+00 CLIMMATOASIAyg4 Wm4Pen MOB 14+00 11 1MMN Me L ye9•^10 014etl925Al DN Pa122*4 AAO. 1016 To EMD LaldO.n 111422424124.� 15+00 �� I+IM clam a*w ...NJ a Nvr P w_ NO DE 551271191.1 LNRS .3369,101 3,., :FOSING [RD 551?1010CATATI4 1.:11 EAST SOUND LANE 5450 FRO145APE f['4) Dorn- GaolecirSm POO 1 250 1,220 1,270 1.2203 2 122E04. 51(10 121:51 1;110 12240 uao _ FION Lon 1205 L 3 Hoon) 0801 0540 0510 0.1100 0591 4 P CFE0 MUNI M YIELD STREWTH PSI 45 CEO 4:,000 41.401 4? MO 545) 5450 5440 210% 66.(02 07.024 6600% 1 2C0t I1 FACTOR 170146171:0 SIRES) RATIO51 700% TO 4% 7204. 1.000. , E RA0I1S I'VA1U1E 51E1 Mb Gi0F6160 ye ar^�Ep IGd 1 FDA, IS RALTUS CEC32VATL FE FEET 1042 E+'A '11A 824 9 S014.09E1581T 0 IS 112 5420 12C 10 CONCE1ORATED SLAP ACE LOAD 11582145 1220+0 12,0'.0 reMOO '2,0701 1 41`2011 COKER FEET 447 87.8 33.3 412 12 51231104 1110E OA .43014115 420004. 1201.1) E 7, 2 i3 91.145710E RO..RESS WO 50 100 10.0 20 14 La4G 5320 53129 52E0 52+9 s S a. a. F. 1 b 1 6 5550 1 15 OCP SIDESS PDCRNAL PRESSURE P51 15,314 18,424 15300 15.0309 16 IL AND VEHC.E CN EIJECE014lJTAL STRESS 0.0tit 1 1 s 3i € "1 197. 5549 E.E-IX 5 d 17 el4 "�,� P51 17 259 11,276 A mm 1219 Rol EEFW1i STRESS 'i i i g iS p 7 701 2.102.0.0 v $ R Eke619 u u ? � � u 8 F g FACTOR RATC EIIEFi'ALPRESS111E MOCRSTNES5 RA1021 yd Fi n 3G .a N q ^_n1 _ $515349.i..2 E RATIO % 87 4* 16 $4. rzm d1 o}I}¢ 0(30.+7 1: €� -I V c a mm -__�_-_.-�"-x91 W F o ®_!g!pe_gu- a E 6a 6 aEdk 05 3 J - TS _ - y tY SON AIM PIPELWE aUu5GN � 5250 4 y 14 W Cr ft da i `� mo5 4 I a BEM -- -� rte- r -.�-�-� Cay Iyy 44 .1Y�N 1.1501 DM Conplawn Trirn DID P.M Belay Orech 60:0 w ii .r.941Te L. 1401911139 NM DvxeEFK 1'�' 002 NPR Field D. ECM Tl�sbm aG.YPI • t B75' 0i �+ i E.L. I I y` t'y w P HOU CROSSING INSTALLATION PROPOSED ST RlATION SOW � 9i li 6199 b JW PERSPELINE 5+5.0 5}1I 5150 361,-.4.a.0.0.......L 5159 L 2BOP1. -� 0.'.1 l4 512'0006 5140 5110 n 19'pPgp.� 1799+0 R. 19E.9 5420 -Clam 1 0.4 00 DR.0.72 lle Pipe t 2.550190 AD W 128.5 0101 5140 5190- 5050 OMB 1 WNW PWA ROW DF 959 CinttAOIp10F.0.rz Si00 4YTKAPF6L GnIe1 F -1i 115 NI IFFBE CwIn9 a4N L T 1QBS.Y M p HlorkoL+ 11152154 Slae li 120,12760'0040251 WT2 A121 -5L Grade X22 DNS PIP 12750 08001011 WY 241-5LONEEX.42 7J 7121y APP11tl 24.90 50E0 WC Nominal 40 MD ARO der N5ANN 54 TERSE MS NAI TF.FSE Cm., 111 Fa41597AprDNIONtngFI1Itlo1YAPaied I I .. -- 42..14. 4.w1 1.0311.031919+ 5020 1+00 NOTES 2+00 3+00 4+00 0+00 6+00 7+00 8-200 FN 1 STRESS EVALUA1IOW*S PERFORMEDLSINO'PIPELINE TOOLBOX 2016 EDITION KIRGIS SERVICE VERSION ISP 73 PROVIDED BY TECHNICAL TOOLBOXES INC. SOL OVERBURDEN MO TRAM1060ILY.V XXI STRESS GETE70A1UTFgMINS PROGRAM IS DERIVED FROM THE •SPINO LER' (R. G. 25220202)54E14100 ASP JS.12N EVALUATION OF BARED PIPE ENCRDAd4MEHTS' IN TH5 RAITELE PETRO EIAITEO0402COV REPORT. 2 SENDING STRESS EVALUATION INAS PERFORMED USING 51701100 TOOT.BOK012100&d. 149 COAREEDS16S5 VALUES WERE DETERMINEDUSING THE 1400 PAISES. FORMULA. 1ND EEIMx DEVELOPMENT MD FORMULAS FOR 551H 2lL BENDING STRESS A120 COMBINED STRESS USED HEREIN CAN BE FOUNDIN TYW TEK BOOK90N MECEVA3 GF LS MATERIA 5. CLASS 1 LOCATION-0UBJC UNCASED 421042204TH JLn0soIR03 0lG 11E 1E 20 F00-0. 4. NO 100001505 82005 OR FITRNCS REOUIRED 450055 SHOWN ON THE DRAWING, THE PIPELINE GNMENT SHEETS OR DETERMINED NECESSARY IN THE FIELD. 5. GEOTECHNICAL DUOTN LL HE DEPTHS DETERMINED BY CRITERIA OF 40 FEET BEAWE N E LOWEST GROW, SLBENR ON THE DRILL UNE 0R 20 FEET BELOW THE LOWEST PONT ON THE DRILL2WG NENTIP TORE YM01 EV'HIS GREATER LL ACCORDINGLY, AGEOTECHNICAL DRILL HOLES SHALL EXTEND TO M4 ELEVATOR., 5/415 FEET OR LOWER. - PROFILE VIEW - HORZ. 1 • •80' VERT. 1.290' 9+00 NOTES (CONTINUED} 5. A MINIMUM Of TWO EACH GEOTECH BONE HOLES ISH. 1 AND BHA MADE TEAREAC.1EEA OFTE CROSSING ARE RECOMMENDED. 4FIX E PED BORING RESULTS INDICATE T COMMONS ARE NIFTY TO BE OMOGDJE05 THROUGHOUT TEE ENTRE DULL LENGTH. NO FURTHER DB W E NG AND OM/ATMAPE 205151. FE IABINATION Cf B ORE ROLE RESULTS NEAR THE ENDS INDICATE LIKELY ANOMALIES AND 0154301411M11,0111. STRATA TEE PRESENCE Of ROCK OR LARGE OONOENRUTIONS Of GRAVEL. AN A0001ONAL BORING (%197 TO EETIEIL DEFINE ITE ETLATA46 RECOMMEND®. 7. unarms so ON HEREON PAVE DEEN DETERMINED SY A PRECURSORY SURFACE EMPEONON DE 11E CROSSING G SITE UTILITY 0ET'IHS ARE EDT SHOWN. OTHER U11 UTE CROSSINGS AND ENCROACHMENTS MAYEAST. CONTINNT.1Ci5 OALU S SE RESPONSIBLE FOR LOCATING MD PROTECTING ALL BURIED MIMES WITHIN T 44 N E WKARTA 3042012:102 SCALL CONTACT THE LOCAL UTILITY LOCATION AGENCY OR SERVICE NOT IF�TMM IV.OAORIOI4 DAYS PRIOR. TO STARTING TRENCHING, EXCAVATION AN0 BOfID4G W W 015 TIE PROJECT AREA • BORED CROSSING CARRIER PPE INSTALLATION SHOW HEREON CONTE 311100T1EIISE OF 110F2ODOL NIAL 05!LTI DRILLED CROSSING METHODS. PROCEDURES ARD DESIGN BASIS 23 PR05LUGATED SI'l1E DRILLED CROSSING CONTRACTORS A980GAT108 02=0 ANO IIN1TALLAIION' OF PIPELIIOS SY NORINNTAL OEC -IONS OBfl2 WJ 1 ENGINEERING DESIGN GUIDE. BY THE PIPELINE RESEARCH COINOIL INIEB:A110P4A1. INC (5001), DATED APRIL 151035 LL CONTRACTOR SMAPERFORM INBIM/ARON WORK IN SUK$TANIAL C004ANCE MSN TESE swimWDEES JN 10100 NOTES (CONTINUED} 1, R FRI CR 10 BEING INSTALLED, THE ENTIRE WELDED TOGETHER AND%TRAY NSIECIEDPLX1 SECTION SOU BE SLIMMED 10 A4x015 PRELIMINARY IIYDN05TATIC TEST. PRELIMINARY HYDROSTATIC TE042l0 RNLI BEAT AMOAN TEST PRESSURE OF 1.75 1,42907 (1X5 X 1,200 PSI 0. 1.500 PRIG FOR THIS INOT411211 NI BOMAN * PRESSUE FOR 1145 TEST SHALL NOT EMCEED THE LOWER OF 1.5 MAOP ORM STAYS 41,565.1.2.10 OR 2964 P910, PPSIECIIVELY, Fd411B INSTALLATION), THI0 PRELIMINARY HYDROSTATIC TEST DOES 1401 PRECLUlE TRE RE04961ENT FOR ARNN MAOIIE HYDRO$1ATICIFST. IS THIS DESIGN INCORPORATES AND REPORTS TII E RESULTS OF AN ACCEPTMI E N+8ERAOE OFE A1S4G STRESS STATE ONLY. ALTHOUGH A PRECURSOIV ANALYSIS OF PULL FORGE AND INSTALLATION STRESSES HAW SEEN MAOEAN2 POUND TO SE ACC*P1A3LE. SDDH RESULTS ARE OETEN05NT UPON A551AAED INSTAUA'RON L7ER406, POTP+EH1, MATHOAL ANO 5011 VALUES AND ARE NOT REPORTED HEREON. 00191TRAOTOR SWOL NVJE MS0WN EVALUAT77N CE I7ERIML INSTAILATIDN GEOMETRY, ENTRY AND EMT POINT LAYOUT AND SITE CONORl9+SPRESFM1100E1HaTCE TIE AWROPIATE EOIJIPMEIT, METH DOS AND PATERNLS TO SE USED FOR SATISFACTORY IHSTaul10N CONTRAS -MN 914L ASSURE5V APPROPRIATE ANALYSIS THAT INSTALLATION STRESS STATES DF TN! INSTALLED CARRIER PFE 00 NOT ESSEEDREA 7592 AND 42% OF SIM FOR TENSILE BENDING AID 0ROUMFERE0RAL 1100PF0RCi5, REISECRN3Y. OONEB411ON8 OF THESE FORCES SHALL SHALL BE EVALUATED BY APTNOPOATE ANALYSE ANDLANIEDNT1E INSTALLATION W P(IO PREVENT OYER5TRE55100, SIJDOJ NG A240 DEFORMITY OF THE NSTAILB)C/Y00FRI'S'E AS WELL - LOCATION MAP - SCALE 11' • MP N 1/2 OF NE 1/4 OF SEC 29, i6S, R94W, 60 P.M. GARFIELD COUNTRY COLORADO IN-SERVICE - DRILLED STRESS EVALUATION CROSSING NO DE 551271191.1 LNRS .3369,101 3,., :FOSING [RD 551?1010CATATI4 1.:11 EAST SOUND LANE I.TOIVEST POUND SAFE FRO145APE f['4) 1E4.314111E5221E POO 1 250 1,220 1,270 1.2203 2 122E04. 51(10 121:51 1;110 12240 '2 i10 3 1110550011102001109 0801 0540 0510 0.1100 0591 4 P CFE0 MUNI M YIELD STREWTH PSI 45 CEO 4:,000 41.401 4? MO s EE513NFACTCR NTEPNAL PRESS -R_ RATIO % 210% 66.(02 07.024 6600% 1 2C0t I1 FACTOR 170146171:0 SIRES) RATIO51 700% TO 4% 7204. 1.000. , E RA0I1S I'VA1U1E 51E1 1,101 744 'NA ITA 1 FDA, IS RALTUS CEC32VATL FE FEET 1042 E+'A '11A 824 9 S014.09E1581T Pc+ IS 112 00 12C 10 CONCE1ORATED SLAP ACE LOAD 11582145 1220+0 12,0'.0 22 ADO '2,0701 11E413 41`2011 COKER FEET 447 87.8 33.3 412 12 51231104 1110E OA .43014115 420004. 1201.1) ASPHALT i3 91.145710E RO..RESS 55.2 50 100 10.0 20 14 011E 2.1914ETEP FEET 1 1 b 1 6 ' 0 1 15 OCP SIDESS PDCRNAL PRESSURE P51 15,314 18,424 15300 15.0309 16 IL AND VEHC.E CN EIJECE014lJTAL STRESS PSI 1.970 197. 1,970 1.979 17 106 90 U11;29' I- 1.!E1911991. 4.10159 P51 17 259 11,276 17,271 1219 be EEFW1i STRESS PSI 154+0 7 701 2.102.0.0 TP 3) OOMSNED VON V45ES STRESS P51 25,322 36.05 9 60051 22. en 234%. 9 60.0% 23,154 3644 9 000% '7.249 334% . 60'42, FACTOR RATC EIIEFi'ALPRESS111E MOCRSTNES5 RA1021 21 FACTOR RATIO. COM{. M[F'TRE55 RATIO % 87 4* 16 $4. 51 02 r 70 01, 33 94 = 700% 41 19, . 70 7T: NOTES 1 CAL.ONATE0 ,1700;TRESS ANO LT:MEMED 134,669 ARE 161451HA11 El% MTD 70% 5575. PE SPEC11VELT, FOR EAC.. CROSSING LOCA1151 ANU P TED SEP ACE 51,155E5 FOR TEE CR O55Ni ARE A:0 EPTAE-E 2 TIE FRONTAGE ROADIE OCATEO OVER STOA1C41T TAN,ENT 9E77110N OR THE 14^0 AL1GN/EM 1E190I4 51RE5555 FOR 1419 SECTOY IS ACC05081111LY NAL 3 Ai1HCU:*1470 WE SIEOLINO LANE MSI 9703 A'0T001O LAW ARE EE5ENT A11 LOCATED OVER A 51Pu1I 4.ffTAFY.0ET IT SEC110104, THEY AREVER5 NEAR CUPVEITAIE6EIT7TRANSPONS TO ALLOW F06005191E L04611011 ERR0195134111E NCO ISIALLA7ON W 0011 50% OF 1H SMIRK, STRESS FORA C1150 ELI SEG MEAT HAVE BEEN NQUCEE 0 DE ST+0 39 :A 0.211.ATO9S 705 THESE 202+1016 CERTIFICATE.. OF ENGINEER LARRY G.800YFELl STATES THAT RE ISA PROFESSIONAL ENGINEER (C071L)NDIANtD5lRV5YDIEAELOYE4 SYS/RG.4. DNC_ PARACHUTE, COLORADO. 10 PREPARE A HIGHWAY CROSSING DESIGN FOR TIE 17RUJSDN JUMPER PI°EIAE AS SFON ON THIS DRAWING; THAT REWORK COM MEHONO ON JUNE 29, 2000 WAS PERFORMEOLM41 NS ELPERY 1241M0 REY ORSMIE CHARGE; TEATSNE DESIGN 15 COMPLIANT WITH THE NICER 154 PIPELINE SAFELY REGULATIONS MED NFEDERAL STN43 0 TRMSPdRATOR OF NATURAI AND 0131ER GAS 3Y PIPELINE; THAT TEE DESIGN RRI ACCONO EIDE NPR 'DE NORMAL MO CUSTOMARY PRACTICES FOR 1X10 TYPE ND FUTURE Of PROJECT; AND TEE DESIGN ASSXDMITS TO THE LEST OE MY NNDVLEOGE 240 BELIEF SUFFICIENT AND ADEQUATE FOR IHE INTENDEOPUFFOGES OF ADOLDBSOHFRMUY PERK TS AND COMMUNICATING INSTALLATION REOUIREM EMS TO CON STRIJCTON FER501DB REVIEWED ANL, APHID4E BY: LARRY G. 200YFELT, wYOMHG PROFESSIONAL MICHAEL C. LOCK OOLORACOFILOFE890tML ENGINEER (DML) AND NANO SUR0E'K1R NCR. SEW ENGINEERNO. 37039 ISSUED FOR PERMIT AND DRAFT BID REVIEW Rer 9 DT11NR NI LSD Cbcckeday MRS 427777 4F1 RAFFIN & ASSOCIATES, INC. 1414 ELN 57„ SUITE:02 ROCK SPRINGS, WY82901 (207) 8021728 SCALE: 11.601 JOS Na: 14294 DATE: 04/48177 LOCATION, PLAN AND PROFILE CROSSING OF HIGHWAY 06,1.701$ FRONTAGE ROAD 12" RULISON JUMPER PIPELINE BARGAIN INC % WLLLLAMS PRODUCTION RMT COMPANY 300102/244140 NA 17D/;F1i`NCA2.14244IRew 01 LOCATION PLSNAND PROFILE CROSSING OF COUNT YROAD OZ46 24'RARGATSG4TUE INGPIPELil%E BARGA7iuINC % WDdb4MS PRODUCTION MIT COMPANY DRAWING NO. DRGXNGOl-1I2.04 (RCE 0) . , \ sp., \‘, O o- N1/2OFSW114OFSEC20. T6S, R94W, 6th P.M. GARFIEID COUNTY COLORADO / J 4PPo' NFFIf-45m OR ax .d 42419195 'N NRA PMA! 00P9l 9 Mew BALM =WW1 ROAD ND 141 C/L 04. BARGAIN ... - _ GATHERING PIPERIE 6 ELY 5500 6 01 ETV490_ 6 ro.0 JFad . ORIW l4R roan. 05.40.61. Cie k Hyypwf a 14849 Arm --,NS G G J 41 194411941/0 RDW 1114 6 155. LW11. E14A MaWRAAAR AR a Swim r s CA. 2A' 10404TH OAIrEG.ENG PIFELII! OAAMAPE/P FON Lint 1 Cr tic �Q- VILLIA4S PIPELINE ■ WILLIAMS 011017NE = ETHLR PIPE INE ^ FROM COIINIKCanirOa West.. a 941049 Pm A,,,HAL CR_ ROW LIM 270+00 %LIN thallONM bon IISY40n Sr NOTE. O 94142 Pa SPAY Sow L.ly11 A.1rmIr .r •P O.ry1PENERLINE VILL/0./12 PIPELINE - PLAN VIEW - SCALE; Y' - 40' Aer81*i EdzOIPARd CMM1AY RML MO 248 c- Te krxtan FIghors NOS OW Wm sfaRA.P8 Ed7. Q Ram G� APprAPPIPINTAp 01 LA* Ppm r�d 9 1414 1 ELY 5470 ELV 5460 Ir Pp. 241100' v 0211'W1 a M1-11. Ono RIO m 116 1 IF -FIE Fr3oryPMud O!Codq Ora 1 L.o41 on0=an 4 41 ELY 09001 ELI/ 5490 ELY 5490 16.9111 r45741 Bare PRIPPw1 URF FR824.000. 0010.571 WT F NOVO- Gr. MO AV M4 ARO NPA -1M TT -b4 F4.L1ArRI4CaVM Or. 11,sr_on DF = 4®Htlo Rod R(Tm ELV 5459 8 PO NOTES STRESS EVALUATION WAS 110R14RME0 115114 'PIPWIC 1001000 2004 EDITOR FOR CAS SERVICE V ARSON BOL' A5 PROMO CO BY TECHNICAL TOOLII 405 INC. SOL. DYERSUROEOI ANO TRAFFIC LOADING STRESS CETERNfAT1tN TOR THIS PROGRAM 15 CONED FROM 1HE 'SPANGLER' {M. G. SPANGLER) METH00 A5 PJSUSHEO 144-LVALUAIIOFI OF 0047100 PIPE RICROACHMENRS' N 111E BATTELLE PET1411031 TECHNOLOGY 2. STRESS EVALUATION WAS ALSO PERF0RME0 USING 'RECURS 1701000 ODOR EDITION 100 CAS SERNOE VERSON 60.0 BY THE API RP 1102 METHOD 'STEEL PIPELINE 40045140 RN LRM05 AND HIGHWAYS' 51H AGGIMEN SIPS A74K APRIL 15 1119000DRE GSEE1EHEFFECT1EWITH THE SPANGLIER DBY METHCDNREPORTE 15 4O,684 Pg OR Si.dT. 3. CLASS 1 LOCATION-PU0UC UROAM!) HIGHWAY/RALROAD CR015+50, 1011111011E 7-0.60 4. N10 101/11C/ION BENDS 0R FIITNG5 010011ED UNLESS SHORN 074411114E ON THE ALIC44LEHT SHEETS 011 DETERMINED NECE554R( RI THE FIELD (SCALE GR EARS OISTOODCN). 5. UTIJT1ES SF4111 HEREON WAVE BEEN 4ETERM1HEO BT A PRECURSORY SI/REACT INSPECTONI OF 151E MdiWK? CROSSING 51TE. UTILITY 010.7115 NNE NOT SHOWN OTHER UTILNY 040401000 ANO ENCROACHMENTS HAY EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR 10CA11410 MLT PROTECTING ALL BUO ED UIILITES 1111111 71E WORK AREA CONTRACTOR SHALL COMMIT 1HE LOLL UILIIY LOCATION AGENCY OR 5010ACE NOT LESS TNFV4 TWO WORKII4G DAYS PRIOR TO STARTING VENDING, EXCAVATION AND BOOING WORK 11 THE PROJECT AREA S. BORED HORIZONTALLS0501l4ING 5 EQUIPMENT01711 2045 EITHER OFD' (S1.10OW BORE)BORE)NORMWET (930411 ECHE) METHODS. ATONAL NOTES (CONTINUED) appocm4H. Ballo bund LEP 4PR,m m4R Tr. Of L Ho Pat ELY 5-170 ELv 5450 - PROFILE VIEW - HOR0. 1 = 40' VERT. 1" = 19' 7. HORIZONTAL DIRECTIONAL CALLING 0051005 MAY BE 19010104) USW ABBREVIATED 100-11440J15. THIS 111OLYE5 WILING A TIGHT RADIUS PILOT HOLE FROM A PORK RACK OF THE 19011E PIT FACE.- ADVAP;NG TRE PILOT HOLE 'CH UNE MO GRACE' TO THE 0PPOST£ 'BORE PIT FACE' APO THEN BACK HEAPING AND PULU1110 THE CARRIER PIPE IN A SNOLE OR A J1111NT-0Y-JOINT OPERATOR. 0004440 1111100 TO BE USE0 WALL BE DE1ER41HE0 AT THE TIME OF CONSTRUCTION OGRE/4111G 1P0H EQUIPMENT RATABILITY 4240 OTHER FACTOR5, 0. 111E PR0NSl0FIS AD RE401RE1EIIT0 OF ORAW810 IA). ORO -14294-7202, TYPICAL BORED CROS144C OF ROAD BY UNCASED PIPE. 54-FLL APPLY TO 1445 WORK. THE ST PULAT10145 01 ANY 001441? ROAD 11 BRINE DEPARTMENT, STATE IRONYA1 40007 AHO RAI1ROW CO WART PERM115 OR UCEIISES 1531(0 FOR 71415 WORN 51-011 BE HELD IN STRICT ACCORD. APPROPRIATE SECTORS OF ATTACH/ARP A, 'SP ECTIf'ATg115 FOR PPE CONSTRUCTION'. AND ATTACHRElIT B. 'SUPPLEMENTAL SPECIFICATIONS FIXE PIPE CONSIRUCDOI4'. SHALL APPLY TO- 14-40 819011. 9. BORED PIPE INSTALLATION L1TS 1140 BORE PR LOCATIONS SHOWN 014 11415 DRAWING CONTEMPLATE 401 TQ 50' JJNF 11110TH CARRIER PIPE ANC SPARRING THE 144114 Y ROW gid'4NG 421D 1AFOINIINC PARALLEL 111511140 PPEUNE GRO.SSVCS 111 A 5401E NSIALIATON. IF ALLOWED BI THE CAPILLI IG E0IJPME91 TO BE USED AO O1HER FACTORS. TE OlERA.1. 041,10 INSTALLATION LENGTH MAT RE 510RIE14(0 CR MIAOW PTO 1W0 OF MORE 5100164114. HOWEVER, BORE P05 SHALL 8E ENTIRELY LOCATE0 OFF THE COUNTY ROW ROW AND THE ROAD CROSSING BORE INSTALLATION SHALL SPAN THE ENTIRE COUNTY ROAD ROW WIDTH OF 60 FEET L•y1 P T. MOST v 0.Ib11WTZA1S4nblld0 11B IA THREE Facby AwedComa Gra 1 Loci 5+6+512 SLY 11450-- 1 c (-- N- a - LOCATION MAP - SCALE: 1" = 7000' N 12 OF SW I/4 OFSTC 20, T6S, R94W, 6tb GARFIF ►D COUNTY COLORADO STRESS EVALUATION BORED CROSSING COUNTY ROAD /240 PARAMETER 0005 IN DESIGN PRESSURE 1,200 000 415 PPE 0.0 CH PPE WALL 1HC0NES5 0.375 INCH 5PECF1ED MNIMLM HELL) S1RENGTI 70.000 PSI 015044 FACTOR, INTERNAL PRESSURE 0.50 DESIGN FACTOR, C0M0NED STRESS 0.70 PCF SOIL 401HT20 CONCENTRATE SURFACE LOAD 12,000 LBS ✓ DTTICIL SOIL COVER 7.0 FT S URFACE TIRE - ASPHALT SURFACE 1HG(NESS 4 INCHES BORE DIAMETER 2.5D FEET HOOP S0RE55 25,400 P51 CIRCUMFERENTIAL STRESS 2.857 Psi TOTAL CIRCUMFERENTIAL STRESS 41,257 PSI FACTOR, COMBINED STRESS 0.589 < 4.70 ClUtTDICA710YENGINFIX UYd71 0. WOWED' STATES THAT PE 15 A PRDFE551OIVL 045144EER (OWL) AHD LAID 5211NEYOR EMPLOYED BY 44140074 11NC.. PINACHUT4, OOL04A00, TO PREPARE A HIGHWAY CRO5S110 DE9011 FOR THE 24' CATPERINO PIPELINE A5 SHOW 011 THIS DPA24140; 104T THE WOW C0MIAETC ITC ON JUNE 29. 2006 WAS PERFORMED WIPER 115 50PERJ6104 AND 11100.511511E CHARGE; THAT THE DESIGN 15 COME NIT 81111 THE 49CFR 192 PIPELINE 5AWEfT 8101.0110415 1411114,.4 FEDERAL 5T010AAD TRANSPORTATION OF 114TDR40 ALIO OTHER CAS BY PLPEUNE: THAT THE 0E504 IS 414 ATL01®ANCE WITH 115E MTR4NL ANC WS TIIMARY 074407IZS FOR 0110 TYPE AND NATURE 9E PROJECT; ALIO 111E OE54/1 AS SHOWN 15 To 111E BEST OF MY KNOWLEDGE AA0 BE2EF 51FFICIEM AND ADEQUATE FOR 114E 11RR4]ER PURPOSES OF /COWING HIRMI41 FERMIS AND COP MUIIGINID 1145191.151 N REQUIREMENTS TO 7014003011011 P0070145111. LAPIN G. 400YFELT, 1510,1110 PROFESSIONAL M1Ly4AEL C. LOCK. COLORADO P40FES041461 E1401NEFA 40. 57935 BEI/JEER (OAU AND WIRD 51RNEIT70 ND. 3507 { I.SVED FOR PERMIT AND DLAFI'BID RRIIEW IN lanai illigR(FFIN & ASSOCIATES, rNC 14114 EX It, SUITE A ROCX W RRVPB, WY 62991 r 4l SCAM 1-.40 J M 44204 a4I 14 4747807 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Tab 3- Project Overview- Cottonwood Compressor Station to Webster Hill 24 inch Gathering Line May 2, 2007 Mr. Fred Jarman Director Garfield County Building and Planning Department 108 8th Street, 4th Floor Glenwood Springs, CO 81601 Dear Mr. Jarman, Please consider this binder our application for a Development Plan Review for Right -of - Way for the Bargath, Inc. Cottonwood Compressor Station to Webster Hill 24 inch Gathering Line. Project Overview Bargath, Inc. has prepared the attached materials with the intent to receive permits necessary to construct a natural gas pipeline gathering system consisting of about 8.3 miles of new 24 -inch -diameter pipeline, 2.0 miles of new 12 -inch -diameter pipeline, two compressor stations, and ancillary facilities in Garfield County, Colorado. Bargath, Inc. is a pipeline gathering company affiliated with Williams Production RMT Company (WPRMT). The 24 -inch Pipeline Expansion Project is being proposed to increase the capacity of the Bargath Gas Gathering System to meet the demand of the Piceance Basin well drilling program. The expansion design calls for addition of new sections of pipeline as well as three (2) new Compression and Dehydration Facilities. The following design strategies were utilized: • Size the pipelines for the maximum forecasted future volumes so that future disturbances are minimized Page 1 of 4 • Minimize the footprint of the new Compression / Dehydration facilities by concentrating horsepower in fewer facilities • Minimize air emissions and emission points by purchasing larger, more efficient machines and minimizing the overall number of condensate tanks in the field • Minimize addition of lease roads and truck traffic by concentrating tank batteries in fewer locations. • Minimize the visual disturbance by building fewer overall facilities. The proposed pipeline segments will provide the needed gas -carrying capacity to move natural gas from the wells to the processing facilities. The pipelines will be much larger than those currently in use and will carry more gas for every horsepower of compression. These new pipeline segments are necessary to increase the capacity of the gas gathering system to match the deliveries from new wells. The proposed Compression and Dehydration Facilities provide the horsepower and processes to dry the gas and compress it into the expanded pipeline. The footprint of the facilities has been sized to provide space for additional horsepower and dehydration capacity in future years. Each facility will start with two (2) 3400HP compression units and one (1) dehydration system with a capacity of 80 MMSCFD in 2007. The infrastructure of the facilities is designed to accommodate two (2) more identical compression units and one (1) more dehydration system per site, for a built -out capacity of 160 MMSCFD per site. These future expansions will occur over the next six (6) years. Project Description - The proposed gathering system will connect the outlets of four existing and two new field compressor stations to the upstream end of a recently constructed 30 -inch diameter gathering pipeline (30" Bargath Gathering Pipeline). The trunk of the gathering system will be a 24 -inch diameter pipe. Gathering system jumper lines connecting four compressor station outlets to the trunk line will be 12 -inch diameter pipe. The existing 30" pipeline will carry gathered natural gas about 8 miles to WPRMT's Parachute Creek Gas Plant for processing and eventual transportation on other pipeline systems for customer use. The two new compressor stations are Rabbit Brush Compressor Station and Webster Hill Compressor Station. Rabbit Brush Compressor Station discharge connects to the existing 30 -inch Cottonwood to Parachute pipeline. Because of the volume of gas being produced by the Cottonwood Compressor Station to Webster Hill Gathering Line, Rabbit Brush Compressor Station is needed to provide additional compression in order for the gas to reach the Parachute Creek Gas Plant. Webster Hill Compressor Station discharge connects to the proposed Cottonwood Gulch to Webster Mesa 24 -inch pipeline. Ancillary facilities to be installed at the ends and along the pipelines include future pig launcher and receiver assemblies, tie-in piping and valve assemblies four pipeline and Page 2 of 4 compressor station connections, side valve tee and blow off assemblies for connection of jumper lines to the trunk line and line drip assemblies for periodic removal of pipeline liquids. Other miscellaneous items to be installed include line markers, cathodic protection wire leads and cathodic protection current rectifier stations or sacrificial anodes. Pipeline construction will primarily consist of typical trench and bury installation methods. At special road, irrigation ditch and other crossings, alternate installation methods including directional drilling, horizontal boring, flumed ditch and other methods will likely be used. Pipeline Right-of-way Length and Widths - The total project right-of-way length is approximately 54,782 lineal feet (10.38 miles) of which 45,439 lineal feet (8.61 miles) will be 24 -inch pipe, 2,054 lineal feet (0.39 miles) will be 16 -inch pipe, and 7,289 lineal feet (1.38 miles) will be 12 -inch pipe. About 7,298 lineal feet (1.38 miles) will be on Federal lands and the remainder of 47,484 lineal feet (8.99 miles) will be on fee or CDOT lands comprised of five (5) different owners. As per the Garfield County Zoning Resolution section 9.07, "Development Plan Review for Pipeline Right -of -Way", Bargath, Inc. is required to apply for a Development Plan Review for Right -of -Way because the proposed pipeline is "greater than 12" in diameter and over two miles in length or any pipeline more than 5 miles in length". The proposed pipeline exceeds both of these threshholds. The pipeline is being constructed to gather natural gas from wells, the new Webster Hill Compressor Station and to deliver this natural gas to existing 30" Cottonwood to Parachute Creek Gas Plant gathering line that was constructed in 2006. All of these facilities are owned by Bargath, Inc. The sizing of the 24" line is of larger diameter to aid in keeping pace with the projected. production curve and to reduce the need for future pipelines in the same location. We have located the new 24" line largely, in existing, disturbed right-of-way to limit surface disturbance to previously disturbed areas. The design and construction of the pipeline system will be in accordance with applicable regulations, recognized industry codes and the normal and customary practice for this type of facility. These regulations and codes include the latest accepted editions of 49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards and ASME B31.8 Gas Transmission and Distribution Piping Systems. Page 3 of 4 Maximum operating pressure, pipe material specifications, basic construction requirements and other such design factors for the project are listed below: Design maximum operating pressure: 1,200 psiq Project line pipe, F = 0.72 24.000" OD x 0.312" WT x API -5L X-65 12.750" OD x 0.281 WT x API -5L X-42 Project line pipe, F = 0.60 road crossings: 24.000" OD x 0.375" WT x API -5L X-70 12.750" OD x 0.375" WT x API -5L X-52 Project line pipe, F = 0.60 fabricated assemblies: 24.000" OD x 0.375" WT x API -5L X-70 12.750" x 0.312" WT x API -5L X-42 ( Valve and flange rating: ANSI Class 600 Pipe coating, typical installation: Nominal 15 mil thin film -fusion bonded epoxy factory applied (TF-FBE). Pipe coating, road bore rough handling installation: Abrasion resistant overlay (ARO) nominal 45 mil over nominal 8 mil TF-FBE. Pipe coating, fabricated assembly installation: Bare metal pipe provided for fabrication. Below grade installation primer coated and tape wrapped. Above grade installation spray painted with epoxy based paint. Minimum pipe cover in trench: 1'-6" for rock areas 2'-6" for general areas 4'-0" for cultivated and industrial activity areas 5-0" for road crossings 7'-0" for drainage and canal crossings Trench dimensions: Width: Pipe OD + 1'-2" minimum Pipe OD + 3'-0" Maximum Depth: Min Cover + Pipe OD + 0'-6" NOTE: for trenches greater than 5-0" total depth, conditions shall be inspected by a qualified person and appropriate slope stability measures implemented as required for safety. This may include sloping, shoring and bracing trench walls as directed by the qualified person. Pipeline product: Field grade semi -wet natural gas, flammable, non-toxic. Operating temperature: Nominal 60° F, Typical range 40°F to 90°F, Maximum design temperature coatings 120°F Maximum design temperature pipe, valves & fittings 250°F Please contact me with any questions. Phi ip' 1. Vaughan President PVCMI Page 4 of 4 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Cottonwood Compressor Station to Webster Hill 24 inch Gathering Line. Submittal Item Tab 4- Diagram showing adjacent properties and the approximate location of buildings and their uses within a distance of 350 feet of any proposed structure, facility or area to be disturbed. 9.07.04 (3) There are no buildings within 350 feet of the proposed pipeline: Please see details and alignment attached in tab 2- Vicinity Map 9.07.04 (1). Please contact me with any questions. Sincerely, Philip B. Vaughan President PVCMI Page 1 of 1 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Cottonwood Compressor Station to Webster Hill 24 inch Gathering Line. Submittal Item Tab 5- Evidence of surface owner notification and of surface agreements 9.07.04 (4) Please find attached copies of the following surface agreements: 1. Easement and Right -of -Way Agreement-ExxonMobil/ Bargath, Inc. dated March 30, 2007 2. Easement and Right -of -Way Agreement- Puckett Land Company/ Bargath, Inc. dated February 28, 2007 3. Grant of Easement- Douglas A. Teter and Beverly A. Teter/ Bargath, Inc. February 28, 2007 4. Grant of Easements- Harry L. Naugle and Rhonda K. Naugle/ Bargath, Inc. dated February 27, 2007 5. Grant of Easement- The Estate of William F. Clough aka W.F. Clough by Genevieve Clough, Personal Representative/ Bargath, Inc. dated March 20, 2007. 6. Right -of -Way Agreement- ConocoPhillips/Bargath, Inc. dated April 5, 2007. Garfield County Assessor files note parcels within this right-of-way agreement as jointly owned by Tosco Corp. and Puckett Land Co. Please see Tab 2- Vicinity Map regarding these ownership details. Details regarding certificate of merger between Tosco Corp. and ConocoPhillips are attached for your information. 7. The Bureau of Land Management property has had the Department of Interior Standard Form 299 "Application for Transportation and Utility Systems and Facilities on Federal Lands" submitted. This agreement has not been executed by the Dept. of Interior to date. A copy of this document will be submitted to Garfield County after execution of the document. These agreements cover all of the easements and right-of-way necessary for installation of the entire pipeline. Please contact me with any questions. Sincerely, Philip B. Vaughan President PVCMI Page 1 of 1 EASEMENT AND RIGHT-OF-WAY AGREEM ENT teC THIS EASEMENT AND RIGHT-OF-WAY AGREEMENT, dated effective this /a7N �oi<fl day ofSe§nrney 2007, is made by and between ExxonMobil 011 Corporation located at 16825 Nonhchase Drive, Suite 200, Houston, Texas 77060 ("GRANTOR") end Hargett, Inc. c/o Williams Production RMT Company, located at 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, Colorado, 80202 ("GRANTEE"). WITNESSETH: For and in consideration of the sum of Ten Dollars (510.00) in hand paid, and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantor does hereby grant, bargain, convey and confirm unto Grantee an Easement and Right -of -Way together with the right to construct, lay, maintain, operate, alter, replace remove the following: Pipeline - Right-of-way for the installation, construction, maintenance, repair, improvement, replacement, enlargement, usa and removal of pipelines, and all appurtenant equipment and appliances, for the gathering and transportation of gas, on, over, under, across and through a snip of land fifty (50) feet in width on the Lands for the permanent easement. During the construction of said permanent pipeline easement, an additional 25 feet is needed, being located on the north side of the permanent easement. (See Exhibit "A") • Temporary Work Space/ SteetagArea — Additional space needed for the usa and construction of said pipeline. (See Exhibit'B"). The lands that are the subject of the above described Easement and Right -of -Way, are hereafter referred to as 'Subject Lands". Grantor reserves the right to the furl use and enjoyment of the Subject Lands as long as such use does not interfere with the purposes herein granted. The foregoing rights and privileges of Grantee an further conditioned upon the following: I. DAMAGES: Grantee shall either repair and/or pay Grantor for damages (if any) caused by its operations on the Subject Lands relative to growing crops, buildings, ditches, fences and livestock of Grantor or Grantor's surface lessees. 11 Cremes makes any fence cut on the Subject Lands, It will install and provide for secure closure of gates. Grantee shall notify Grantor's current surface Lessee, Tony Pressler, (970) 285-1070 of any activity whkh may impact their use of the Subject Lands and adjoining acreage. All gates of any kind or nature shall be kept by Grantee in the condition in which they were found upon entry. If Grantee discovers an open gate then Grantee will close the gate and notify Lessee This provision shall apply to subsequent surface lessees upon Grantee's receipt of written notice of the new surface lessee from Grantor. if requested by Grantor, Grantee will also install a cattle guard of sufficient size and substance to bear Grantee's traffic and to tum all livestock. All equipment or appurtenances to the pipeline or wells, which shall be on or above the surface of the ground, shall be installed in a manner to protect the livestock of Grantor or Grantor's surface lessee when necessary. Grantee shall not alter the natural flow of any creeks, streams, or irrigation ditches relative to the Subject Lands. 2. MAINTENANCE: All access roads, fences, and gates impacted by Grantee's use or operations which are subject to this Agreement shall be maintained by Grantee in as good condition as exists at the time of execution of this Agreement. Grantor shall give Grantee written notice of degradation or damage to the Subject Lands caused by Grantee's operations. Within a reasonable time after receiving written notice (not to exceed 15 days), if Grantee fails to repair or restore the roads, fences or gates to the condition described above and Grantor performs remediation or restoration on are Subject Lands, Grantee shall reimburse Grantor for all costs associated with such remediation or restoration within fifteen (15) days of receipt by Grantee of an itemized invoice for such services. 3. NON-EXCLUSIVE USE AND RESERVATIONS: This Agreement and all other tights hereby granted aro not exclusive to Grantee and are limited to the specific grant herein. This Agreement does not, in any way whatsoever, convey any water rights or the right to use water. Grantor reserves unto Itself and its successors and assigns all rights not specifically granted to Grantee herein. 4. AGRICULTURAL LIABILITY: Grantee shall take reasonable precautions to avoid damage to agricultural operations on or adjacent to the Subject Lands. Grantee shall have and assumes liability fbr all cattle, crops or chattel lost as a result of Grantee's operations on the Subject lands. 5. LOCAL SPECIESMABITAT LIABILITY: Grantee shall have and assumes liability for all endangered species, protected species, wildlife habitat and bio -diversity damaged or destroyed as a result of Grantee's operations on the Subject Lands. 6. LIABILITY OF THE PARTIES' Grantee covenants and agrees to hilly defend, protect, indemnify, and hold harmless Grantor, its officers, directors, employees and agents, from and against each and every claim, demand or cause of action and liability, cost and/or expense (inchnding but not limited to reasonable attorney's fees and costs Incurred in defense of Grantor, its officers, directors, employees and/or agents), for damage or loss in connection therewith, which may be made or asserted by Grantee, Grantee's officers, directors, partners, members, employees and/or agents, or which may be asserted by any third party (including but not limited to 7. Grantor's officers, directors, employees and/or agents), on account of personal injury or death or property damage ?age 1 of 3 caused by, arising out of, or in any way incidental to, or in connection with Grantee's use of the Subject Lands or the rights granted hereunder, except to the extent such damage or injury results from the actions of Grantor, Its contractors, agents or assigns. Where personal injury, death, or loss of or damage to property is the result of the joint actions of Grantor and Grantee, Grantee's duty of indemnification shall be in proportion to its allocable share of such action. 8. It Is expressly agreed that the indemnity obligation specifically includes, but is not limited to, dahlia arising under the provisions herein entitled Agricultural Liability above, and all federal laws and regulations Including but not limited to the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C.A.§9601 et. seq. and amendments, Resource Conservation and Recovery Act, 42 U.S.C.A. §6901 et seq. and amendments, Safe Water Drinking Act, 42 U.S.C.A. 300f et seq. and amendments, Toxic Substances Control Act, 15 U.S.CA.§2601 et seq. and amendments, Clean Water Aet, 33 U.S.C.A. §1251 et. seq. and its amendments, Clean AU Act, 42 U.S.C.A. §7401 and amendments, Natural Gas Pipeline Act, 49 U.S.C.A. 1671 et seq. and amendments, Hazardous Liquid Pipeline Safety Act, 49 U.S.C.A. 2001 et seq. and amendments, and all state and local environment laws, rules and regulations. Neither party shall be liable to the other for any damages due to fire, earthquake, flood, windstorm and other like casualty or other causes beyond its reasonable control, nor for damages caused by public improvements or condemnation proceedings. Notwithstanding the foregoing, neither party shall be required to settle a labor dispute against its will. 9. LAWS, RULES AND REGULATIONS: Grantee shall at hs sole expense comply with all federal laws and regulations as well as those of the State of Colorado and any other governmental authority having Jurisdittlon over Grantee's activities on the Subject Lands. 10. DRUGS, ALCOHOL AND FIREARMS: Grantee shall not allow the use, possession, transfer, purchase or sale of illegal drugs, narcotics, or other unlawful substances and materials by Grantee or its contractors, sub -contractors, agents, business invitees or other visitors while on the Subject Lands or adjacent lands, The use, possession, transfer, purchase or sale of alcoholic beverages, firearms and other weapons upon the Subject Lands or adjacent lands is absolutely prohibited. 11. HUNTING AND FISHING: No hunting, trapping or fishing is permitted on the Subject Lands or adjacent lands and no well rights are granted by this Agreement. 12. WATER AND DRAINAGE: Grantee shall have and hereby assumes absolute liability for damages to water wells, water tables, natural springs and naming watercourses and water ranks within a one-quarter (1/4) mile radius of the Grantee's drilling operations insofar as damage can reasonably be determined to be the result of Grantee's operations. 13. NOTICE: Any notice or written demand to be given to Grantor or Grantee may be delivered In person, by fax or certified or registered mall, postage prepaid, addressed to the party for whom intended as follows: EotonMobil Oil Corporation Atm: Ronald M. Smith, Global Real Estate 16825 Northchase Dr., Suite 200 Houston, TX 77060 (281) 654.6183 (281)654.6392 (fax) Bargath, Inc. Atm: Joseph P. Barrett do Williams Production RMT Company 1515 Arapahoe Street Tower Three, Suite 1000 Denver, Colorado, 80202 (970)285-937 (970) 285.9573 (fax) Either party may give written notice designating a different address to substitute for the one above specified when necessary. Notice shall be deemed given upon receipt. 14. TERM: This Agreement shall terminate and all rights hereunder revert to Grantor when the Subject Lands have not been used by Grantee for the purposes herein granted for a period of two (2) years, except when non-use is caused by acts or circumstances beyond the control of Grantee. Surviving any termination it shall be Grantee's obligation to restore and reclaim all land affected by Grantee's activities (I) to the extent required by applicable law or regulation; or (i) to the extent reasonably praeticahk and economic, to its equivalent prior condition, whichever of (i) or (ii) is greater including, but not limited to, the removal of facilities At a minimum, the affected areas shall be re-contoured and reseeded with species consistent with adjacent, undisturbed areas in a manner sufficient to prevent erosion. 15. GOVERNING LAW: This Agreement and all matters pertaining hereto, including, bot not limited to, matters of performance, non-performance, breach, remedies, procedures, rights, duties and interpretation or construction, shall be governed and determined by the laws of the State of Colorado. 16. MISCELLANEOUS: This Agreement contains the entire agreement between Grantor and Grantee and any prior oral representations or understanding concerning this Agreement or its subject matter shall be of no force and effect. This Agreement Is subject to all contracts, leases, liens, easements and encumbrances or claims of title which may affect the Subject Lands and nothing contained herein shall be construed as a covenant or warranty against the existence of any thereof. The terms and provisions of this Agreement shall extend to and be binding upon the parties, their respective heirs, successors, legal representatives and third -party assigns; provided, however, no assignment by Grantee of the rights or obligations hereunder shall be made without Grantor's prior written consent, which shall not be unreasonably withheld. If Grantor consents to such assignment, it shall not be effective until Grantor has received an instrument or fetter executed by Grantee and its assignee evidencing that such assignment has occurred and that such assignee has assumed all the Page 2 of 3 obligations hereunder. Notwithstanding anything in this Agreement to the contrary, Grantee shall have the right, in its sola discretion, to assign to any affiliate or subsidiary following written notice to Grantor of such proposed assignment. IN WITNESS WHEREOF, the patties have executed this Easement and Right -of -Way Agreement the day and year indicated below but effective on the date fust set forth above. GRANTOR EXXONMOBI t iRPORATION Sy: aft /d. —� � Waring,/ y • •ryaOfrJ ,.,' hr Secretary Set i Agent an f �ey.0-Fact ,`' "ssistant Secretary J FI GRANTEE: BARCATH, INC Dale: 11114/1 0/ STATE OF TEXAS ) COUNTY OF HARRIS ) Date: 41.—/ Q— o7 ACKNOWLEDGEMENTS IA* 6u1471I 317^ aRVlfctt The foregoing instrument was acknowledged before me on thu tat day of Febn>m7p2007, by wykTnvarwr Agent and Attorney -in -Fact for ExxonMobi100 Corporation, a New Jersey co m , on behalf of said corporation. Car Notary Public My Commission Expires: f(Vrth 31f 2w") STATE OF COLORADO ) COUNTY OF DENVER ) The foregoing instrument was acknowledged before me on this 1V*1`day of / 2007 by Ioseob P. Barrett, Assistant Secretary ofBarnth.Inc. c/o Williams Production RMT Company, a corporation, on behalf of said corporation. My Commission Expires: \ o19&1 toSem A. Dalwa Notary Public Now, patikaiani Cebu* ISn, coeWW free 3.11000 ah eamnayar OyAwr 104240 Page 3 of 3 EXHIBIT "A" Attached to and made a part of I 1 attain Easement And Right -M -Way Agreement de tod' 1D2007, by and between Euon Mobil cotporafon and Bargatb, int. c/o WWYaw Production RMT Company. SECTION 34, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GARFIELD COUNTY, COLORADO svX13reL_%r.•.: 911 f• i7"•.,.:'III lliallinelatirmlillWOM tz1u1•-1[ iylfrLll•uAa Alli MISMOILVIIMIIIIREPall R ll/MThcllarma l (731199KIENBETte510314111111 1.3. •Ln 7✓. / E=zs it CO 70 •� TDSCD COAPIAAHiI�/,p9, I• I 476 •,... . �MOBIL DLCOAT T7S. R95 TbbeR-0•W MEM 40 POOL 25' LSE 24' ROI ofCeniN/M. 76097 Fest 4E12 Pod,, 0873 Aaee. NOTES: LEGEJVD JI_ FOUNTMDWUNENT '""Jg���'"' EECnOW CORNER �IDERT O PROJECTED CORA ER AREA SUMMARY. Permanent ROW DSII Ae CanInrcbon ROW 0A20Ac EAka Woratpam18tedm OS M Tobi Area 2272Ae 14 DRAWING REFERENCED TO NAD27 DATUM$M.SCOC. AU. DISTANCES SHOWN ME GRDDISTANCES. 2.) APPARENT LANDOWNER INFORMATION SIOWtI HEREON BASED UPON GMRE%D COUNTY ASESSOn CFRCE PARCH MW x2174 AND INTERNET RECORDSAS OF D1/121R. f it RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCKSPANCS, WY 82901 i� PHONE 30714624023 Dat JOB/ -14294 SCALE 500' 0 - 1000' 1000' STATCMENT OFSLJRVlYOR7 LARRY a BDOYPELT STATER HEISBYOCCUPATION A REGISTERED LAND SURVEYOR EMPLOYED BY R4RG4TR INC. TO MAKEA SURREY Or THE GENIE M.ME OFA RIONT-0F•1551Y AS DESCRIBED AND SHO CONNING OF 2 PAGES, ?NAT DIE IRAS AVE* UNDER SS SUPERVISION COMMENCING DECEMBER 4 2008.. ACCURATELY RE FWESEN1ED RB COLORADO 22078 BARGAIN INC 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF MOBIL OIL CORPORATION DRAWN BY: LOB DATE: 012097 APPROVED OY:LW I DATE:0173007 CHED(EDBY:LW DATE:014007 SCALE: 1•.1000 iR 14294-ROW01 IXHIBIT A- N EXHIBIT "B" Attached to and made a partof t arbin Easement And Right-orWay Agreement da 0, 2807, by and between Exxon Mobil Corporation end Bargath, Inc, c/o Williams Production RMT Company. SECTION 34, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GARFIELD COUNTY, COLORADO 11. 2Ij) S 1/ 1/ 1 ti Staging +Ana & Extra Workspace \ Cottonwood Gulch Drainage C/L Easement Permanent ROW DETAIL A Construction ROW Ung ++ ` 100' \\\ MODLLOIL CORP 1. - goo' 200' I 4 , py4 Workspace or o+' IfrAt get?' C/L 24' Bargeq+ f3atherM9 rtpelne 6 _ .411,4.40 —10CICITIT LAN OCQMPANY TODCOCORPORATION I.� \son PIPpe��peune X88.7 ,�er Borrelia Yle?ur_w_ Barre —__— Aecass Rond ZtYPIcuU MOBWOILCORP mProPert P7c5 COLORADO D.O.T. EASEMENT DESCRIPTION 7 A 50.00 foot wide permanent easement for pipeline purposes across a portion d the Southwest Wafter of Section 34, Township 8 South, Range 95 West of the 8th P.M., GarlIeld Candy. Colorado, said easement being 25.0 feel each side of the following described centerline: Commencing et the Southwest Section Comer of said Seddon 34. being a brass rap, from which the Nagmeat Section Comer of said Section 34, being a brass cap, bears North 00'5598' Eat 5425.48 feet Breva North 29°34'59" East, 1972.46 feet to the Point of Beginning; thence North 7942'43' East, 95.58 feet thence South 89.47'17' East, 153.38 feet thence North 73'20'35' East 181.18 feet thence South 83'5715' East, 114.22 feet thence South 84'12'19" East, 170.70 feet thence North 84'29'38" East. 65.95 feet to the Point of Terminus being a poke on a near the Sash Bank of the Wilcox Canal; from which the Southwest Section Comer of said Section 34 bears South 45'1041 -West 2408.68 feet The sidelines of said easement shalt he shortened or extended from the Point of Terminus to kmnkmte on Inc South bank of the Wilcox Canal being the Southeasterly Lk're of Mobil O8 Corporation Lards. Saki easement Is 760.97 feet in length and contains 0.873 acres, more or tees. IMF JIIIRRIFFIN & ASSOCIATES,. INC. 1414 ELK MEET, ROOK SPRINGS WY 82901 MONO (307t 3624028 0.0.0 JOag-14294 *ARGA774 INC 24" BARGATH GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF MOBIL OIL CORPORATION DRAWN BY: LOB DATE: DgaW APPROVED 111.: 1011 I DATE: oim007 CIC -0(E0 0Y: Lea DATE: OkeO'B7 SCALL 1•.700' Poiret 14294-ROW01 EXHIBIT"A' EASEM,L. rT AND RIGHT-OF-WAY AGI...EMENT THIS EASEMENT AND RIGHT-OF-WAY AGREEMENT is entered into and effective February 28, 2007, between Puckett Land Company, 5460 South Quebec Street, Suite 0250, Greenwood Village, CO 80111 ("GRANTOR") and Bargath Inc., c/o Williams Production RMT Company, 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, CO 80202 ("GRANTEE"). RECITALS A. Grantor represents but does not warrant that it owns an interest in the surface estate to the property described below ("Subject Lands") and located in Garfield County, State of Colorado described as follows: Township 6 South. Range 96 West Section 25: SW/4SW/4 Section 26: SE/4SE/4 Section 34: S/2 Section 35: W/2, NE/4 B. Grantee desires to obtain a pipeline easement for the purpose of constructing, maintaining and operating a natural gas pipeline ("New Pipeline") for the gathering and/or transportation of oil, gas and other hydrocarbons across the Subject Lands. AGREEMENT In consideration of the foregoing recitals and the terms, covenants and conditions contained herein, Grantor and Grantee agree as follows: CONSIDERATION: Grantee shall pay Grantor a one-time payment on the date of execution of this agreement, at the rate ofIMO per rod, the sum of Ulna and at the rate ol>lla per acre, the sum of _ Said consideration covers Grantees use of the right-of-way to install a pipeline, road access, and Work Space/Staging Areas all of which are herein recited and reflected on the attached exhibit. Should Grantor own less than a full interest in the Subject Lands the amounts reflected above shall be proportionately reduced based on Grantor's undivided interest. PIPELINE & ROAD ACCESS RIGHTS-OF-WAY: An easement and right-of-way to construct, lay, maintain, modify, operate, alter, replace, remove the New Pipeline, including but not limited to valves, regulators, meters, separators, purification equipment and pipeline with fittings, appliances, and appurtenant facilities. Staging areas are not granted under this easement. The pipeline shall be used for the transportation and processing of oil, natural gas, petroleum products or any other liquids, gases or substances which can be transported through a pipeline and for no other purpose. The approximate pipeline route for the New Pipeline is depicted on Exhibit "A", attached hereto and made a part hereof. Said easement and right of way shall be fifty feet (50') in width, for a total distance of approximately seven hundred twenty-eight rods (728.64rods). The pipeline location as shown on Exhibit"A" is subject to change upon receipt of a final survey, a certified copy of which shall be provided to Grantor at no cost. During the construction of said permanent pipeline easement, an additional 25 feet is granted, being located on the north side of the permanent easement. (See Exhibit "A") Except where Grantee's activities will interfere with irrigation ditches, streams or creeks, Grantee shall bury the pipeline with a minimum of forty-eight inches (48") of soil from the top of the pipeline to the normal surface of the ground. The affected areas shall be recontoured and reseeded with species, which are consistent to adjacent, undisturbed areas upon completion of pipeline construction to prevent erosion. Grantee shall be permitted to cut all undergrowth and other obstructions that may injure, endanger or interfere with the use of said pipeline, Access to the pipeline right of way from the adjoining road shall be limited to three access points per pipeline right of way with said access point to be agreed upon between the parties. PUCKETC LAND COMPANY 02/28/07 1 of 6 Road access as granted unu„r this right of way is for the sole use by urantee and its employees, contractors, sub -contractors, agents, and business invitees for the sole purpose to access the pipeline during its construction and future maintenance and not as a thoroughfare to other properties. The road shall be properly maintained by Grantee during the course of its operations. Grantee shall abide by a twenty-five (25) m.p.h. speed limit while traveling on the road. Grantee may request from time to time, to lay within the right of way described above an additional line(s) of pipe similar to or different in size from and alongside of the line or lines herein mentioned. Grantor reserves the right to approve such request on a case-by-case basis with such approval not being unreasonably withheld, Upon such approval Grantee shall pay Grantor, his heirs or assigns for each additional linea sum of money equal to the consideration paid for the first Pipeline and Right -of -Way easement within 30 days of such written approval. Grantor reserves the right to the full use and enjoyment of the Subject Lands except for the purposes herein granted. Such rights reserved to the Grantor may include the conducting of haying, irrigation, and grazing operations, and Grantee agrees to coordinate post construction and maintenance operations with haying and ranching operations. In no event shall the location of this Right -of -Way unreasonably interfere with use of the Subject Lands for commercial development of any kind, or oil, gas, and oil shale development, The foregoing rights and privileges of Grantee are further conditioned upon the following: 1. DAMAGES: Grantee shall either repair and/or pay Grantor for damages (if any) caused by its operations on the Subject Lands relative to growing crops, buildings, ditches, fences and livestock of Grantor or Grantor's surface lessees. If Grantee makes any fence cut on the Subject Lands, it will install and provide for secure closure of gates. Grantee shall notify Jeff Puckett or Ray Anderson with Puckett Land Company of any activity that may impact Grantor's use of the Subject Lands and adjoining acreage. All gates of any kind or nature shall be kept by Grantee in the condition in which they were found upon entry. If Grantee discovers an open gate then Grantee will close the gate and notify Grantor. All equipment or appurtenances to the pipeline or wells, which shall be on or above the surface of the ground, shall be installed in a manner to protect the livestock of Grantor or Grantor's surface lessee when necessary. Grantee shall not alter the natural flow of any creeks, streams, or irrigation ditches relative to the Subjects Lands. 2. OPENING AND RESTORATION OF FENCES: Opening and restoration of Grantor's fences shall be made at Grantee's sole cost, risk and expense as follows: 2.1. Prior to cutting grantor's fences, at each fence opening Grantee shall tie the existing fence into a three -post, pipe "II" brace built pursuant to the following specifications: 2.1.1. Eight foot (8') by six inch (6") treated posts shall be set at least forty-two inches (42") in the ground and shall be braced to take the strain. 2.1.2. Center crosses shall be placed a minimum of thirty-six inches (36") above the ground. 2.2. Grantee shall install fence stays every four feet (4') in all temporary gates installed in Grantor's fences. 2.3. Grantee shall install a fence around all mud pits. Said fence shall have pipe "11" braces with five wires. Grantee shall install posts every twelve feet. 2.4. Grantee shall be responsible for preventing Grantor's livestock from escaping from or enabling livestock of others from entering through any fence openings resulting from Grantee's construction activities. If a gate is left open, Grantee is responsible for the cost involved in gathering the cattle that escaped. The rate will be $120 per day for each cowboy needed to recover any escaped livestock plus reimbursement for damages. If it is determined that the livestock can not be recovered within a cost effective amount of time, Grantee shall have the option of compensating the Grantor for the actual Toss incurred due to the loss of livestock instead of continuing to attempt to recover the livestock, 2.5. Upon Grantee's completion of the construction, repair, maintenance, or alteration of the pipelines, Grantee shall promptly rebuild permanent fences equal to or better than the existing fence. Both Grantee and its contractors shall first consult and obtain Grantor's approval for location of fence work, materials and construction applications. Grantee shall use i''/," staples, wood posts, Colorado Fuel and Iron (CF&I) heavy-duty steel posts and CF&I barbed wire to rebuild Grantor's fence and consult with Grantor for approval of the fence builders that will do the fence replacement. PUCKETT LAND COMPANY 02/28/07 2 of 6 2,6. Fences shall nu, oe considered equal to the existing fence if the poets have been undercut or brush has boon shoved into the fence. If Grantee has disturbed the ground, plowed mud, or added other material within three feet of a fence, It shall be Grantor's judgment as to what fence is not equal to or better than the existing fence. 2.7. Jf requested in writing by Grantor, Grantee will also install pipe cattle guards of sufficient size and substance to bear Grantee's traffic and to turn all livestock, Such cattle guards shall not be installed without prior approval of Grantor and shall be installed in such a manner as to prevent water draining into the cattle guards, placed at a height so they are visible to cattle from reasonable distance, and shall be cleaned and otherwise maintained by Grantee. Quality metal gates shall be a minimum of ten feet in width, shall contain either a metal gate or electric fence and•shall be placed across and adjacent to the cattle guards. 3. LIVESTOCK: If any of the Grantor's or Grantor's lessees' livestock are injured or killed by the direct or indirect actions of the Grantee or its employees, contractors, subcontractors, agents, business invitees or other visitors the Grantee shall pay the Grantor the veterinarian, medical or other costs to rehabilitate an injured animal, or reimburse Grantor or Grantor's lessee(s) the value of an animal killed or euthanased, according to the following schedule: 3, I. Cows: Replacement cost of a bred heifer or $1,000.00, whichever is greater; 3.2. Calves: Market value of 700 Ib. calf or $750.00, whichever is greater, 3.3. Bulls: $3,000.00 or the acquisition price for that animal, whichever is greater; 3.4. Dogs: Current market price or the acquisition price for that animal, whichever is greater. 3.5. Horses: Grantor shall, on an annual basis, provide to Grantee an Inventory of its horses as well as the horse's market value. Grantee agrees to reimburse Grantor the value of the horse based on the Inventory in the event the horse is killed by the direct or indirect actions of the Grantee. Said value of each horse not to exceed $5,000.00. 3.6. Other domesticated Livestock; Current market price or the acquisition price for that animal, whichever is greater. 4. MAINTENANCE: All access roads, fences, and gates impacted by Grantee's use or operations which are subject to this Agreement shall be maintained by Grantee in as good condition as exists at the time of execution of this Agreement, ordinary wear and tear excepted. Grantor shall give Grantee written notice of degradation or damage to the Subject Lands caused by Grantee's operations. 5. WEED CONTROL: Grantee shall be responsible for controlling all noxious weeds, including without limitation, halo Eton, cocklebur, Canada thistle, knapweed species, leafy spurge, houndstounge, musk thistle and whitetop species on Subject Lands. Grantee shall also be responsible for preventing such noxious weeds from spreading to Grantor's lands adjacent to the Subject Lands. In the event such noxious weeds spread to Grantor's lands adjacent to the lands subject to the easement granted herein, Grantee shall be responsible for controlling the noxious weeds of those lands as well, provided that those portions of the Subject Lands affected by the construction of the right-of-way were free of such noxious weeds prior to such time of construction. If the lands immediately adjacent to the right-of- way are not free of such noxious weeds prior to construction of the same, Grantee's responsibility shall be limited to reasonable control of such noxious weeds on the lands subject to the this agreement. If Grantee locates or Grantor notifies Grantee of location of' noxious weeds on the right-of-way, Grantee shall implement control procedures before noxious weeds go to seed. Grantee's responsibility for weed control shall be ongoing and shall continue for three (3) years after the Subject Lands have ceased to be used by the Grantee for the purposes herein granted. Such control as set forth above shall at the very minimum conform to those established by the Bureau of Land Management. 6. NON-EXCLUSIVE USE AND RESERVATIONS: This Agreement and all other rights hereby granted are not exclusive to Grantee and are limited to the specific grant herein. This Agreement does not, in any way whatsoever, convey any water rights or the right to use water. Grantor reserves unto itself and its successors and assigns all rights not specifically granted to Grantee herein. Grantor may grant additional rights-of-way or easements on, over, across, under and/or through the Right -of -Way to any third party for any reason, in Grantor's sole and absolute discretion, so long as such grant does not interfere with Grantee's access rights as described in this Agreement, PUCKETT LAND COMPANY 02/28/07 3 of 6 7. AGRICULTURAL LIABILITY: Grantee shall take reasonable precautions to avoid damage to agricultural operations on or adjacent to the Subject Lands. Grantee shall have and assumes liability for all cattle, crops, or chattel lost as a result of Grantee's operations on the Subject Lands. 8. LOCAL SPECIES/HABITAT LIABILITY: Grantee shall have and assumes liability for all endangered species, protected species, wildlife habitat and bio -diversity damaged or destroyed as a result of Grantee's operations on the Subject Lands. 9. LIABILITY OF THE PARTIES: Grantee covenants and agrees to fully defend, protect, indemnify and hold harmless Grantor, its officers, directors, employees and agents, from and against each and every claim, demand or cause of action and liability, cost and/or expense (including but not limited to reasonable attorney's fees and costs incurred in defense of Grantor, its officers, directors, employees and/or agents), for damage or loss in connection therewith, which may be made or asserted by Grantee, Grantee's officers, directors, partners, members, employees and/or agents, or which may be asserted by any third party (including but not limited to Grantor's officers, directors, employees and/or agents), on account of personal injury or death or property damage caused by Grantee's use of the Subject Lands or the rights granted hereunder, except to the extent such damage or injury results from the actions of Grantor, its contractors, agents or assigns. Where personal injury, death, or loss of or damage to property is the result of the joint actions of Grantor or Grantee, Grantee's duty of indemnification shall be in proportion to its allocable share of such action, It is expressly agreed that the indemnity obligation specifically includes, but is not limited to, claims arising under the provisions herein entitled Agricultural Liability above, and all federal laws and regulations including but not limited to the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C.A. &9601 et. seq. and amendments, Resources Conservation and Recovery Act, 42 U.S.C.A. &6901 et. seq. and amendments, Safe Water Drinking Act, 42 U.S.C.A. 300f et. seq. and amendments, Toxic Substances Control Act, 15 U.S.C.A, &2601 et. seq. and amendments, Clean Water Act, 33 U.S.C.A. &1251 et. seq. and its amendments, Clean Air Act, 42 U.S.C.A. & 7401 and amendments, Natural Gas Pipeline Act, 49U.S.C,A, 1671 et. seq. and amendments, Hazardous Liquid Pipeline Safety Act, 49 U.S.C.A. 2001 et. seq. and amendments, and all state and local environment laws, rules, and regulations. Neither party shall be liable to the other for any damages due to fire, earthquake, flood, windstorm and other like casualty or other causes beyond its reasonable control, nor for damages caused by public improvements or condemnation proceedings. Notwithstanding the foregoing, neither party shall be required to settle a labor dispute against its will. 10. LAWS, RULES, AND REGULATIONS: Grantee shall at its sole expense comply with all federal laws and regulations as well as those of the State of Colorado and any other governmental authority having jurisdiction over Grantee's activities on the Subject Lands. Grantor may at its option request copies of any permits, and cultural, botanical, and wildlife reports covering Grantor's land and adjoining Bureau of Land Management land. 11. DRUGS, ALCOHOL AND FIREARMS: Grantee shall not allow the use, possession, transfer, purchase or sale of illegal drugs, narcotics, or other unlawful substances and materials by Grantee or its contractors, sub -contractors, agents, business invitees or other visitors while on the Subject Lands or adjacent lands. The use, possession, transfer, purchase or sale of alcoholic beverages, firearms and other weapons upon the Subject Lands or adjacent lands is absolutely prohibited. 12. HUNTING AND FISHING: No hunting, trapping or fishing is permitted on the Subject Lands or adjacent lands and no such rights are granted by this Agreement. 13. WATER RIGHTS NOT CONVEYED: This Agreement does not, in any way whatsoever, convey to Grantee any water rights or the right to use water on, under or appurtenant to the Subject Lands. 14. WATER AND DRAINAGE: Grantee shall have and hereby assumes absolute liability for damages to water wells, water tables, natural springs, running watercourses, and water tanks within 330' of the center line of the right-of-way insofar as damage can reasonably PUCKETT LAND COMPANY 02/28/07 4 of 6 be determined to be, ...e result of Grantee's operations. 15. ACCESS TO PIPELINE: Grantee agrees to install a tap on said pipeline in (TBD) (legal location). Grantee agrees to accept Grantor's gas at the tap on a best efforts basis. Grantor's gas must be of pipeline quality. Grantee and Grantor shall negotiate a gas gathering and processing agreement at rates not to exceed the rate charged by Grantee for other third party services in the area for like quality gas. 16. NOTICE: Any notice or written demand to be given to Grantor or Grantee may be delivered in person, by fax or certified or registered mail, postage prepaid, addressed to the party for whom intended. Notice shall be deemed given upon receipt. • Puckett Land Company Attn: JeffPuckett/Ray Anderson 5460 S. Quebec St., Suite 250 Greenwood Village, CO 80111 Phone: 303-773-1094 Fax: 303.773-1157 Bargath Inc. Attn: Joseph P. Barrett 1515 Arapahoe St., Tower 3, Ste. 1000 Denver, CO 80202 Phone: 303-572.3900 Fax: 303-629-8281 17. TERM: This Agreement shall remain in effect for a primary term ending December 31, 2007, and for so long thereafter as Grantee, or its successors and assigns, are using said Easement for the purposes described above. If, after this primary term, operations for the transportation of natural gas cease for a period of more than twenty-four (24) consecutive months, then such operations shall be deemed not to be conducted and this Agreement shall terminate, except when non-use is caused by acts of circumstances beyond the control of Grantee. Grantor may terminate this Agreement at any time after the end of the primary term by giving at least twelve (12) months written notice thereof to Grantee. Following termination of this Agreement, it shall be Grantee's obligation to restore and reclaim all land affected by Grantee's activities to the extent required by applicable law or regulation established by the Bureau of Land Management or to its equivalent prior condition (ordinary wear and tear expected), whichever is greater, including, but not limited to, the removal of facilities. 18. DUST CONTROL: Grantor agrees to water roads on the Subject Lands or use other reasonable measures to reduce excess dust from road use during drilling and completion operations. 19. GOVERNING LAW: This Agreement and all matters pertaining hereto, including, but not limited to, matters of performance, non-performance, breach, remedies, procedures, rights, duties and interpretation or construction, shall be governed and determined by the laws of the State of Colorado. 20. MISCELLANEOUS: This Agreement contains the entire agreement between Grantor and Grantee and any prior oral representations or understanding concerning this Agreement or its subject matter shall be no force and effect. This Agreement is subject to all contracts, leases, liens, easements and encumbrances or claims of title, which may affect the Subject Lands, and nothing contained herein shall be construed as a covenant or warranty against the existence of any thereof. The terms and provisions of this Agreement shall extend to and be binding upon the parties, their respective heirs, successors, legal representatives and third party assigns. Notwithstanding anything in this Agreement to the contrary, upon written notice, Grantee shall have the right, in its sole discretion, to assign this Agreement to any of its affiliates or subsidiaries, with the provision that such written notice shall require Grantor's consent, which consent will not be unreasonably withheld. 21. MEMORANDUM OF EASEMENT AND RIGHT-OF-WAY: Grantee shall cause to be filled of record a fully executed and acknowledged original Memorandum of Easement and Right -of -Way, in a form reasonably acceptable to Grantor and Grantee, and shall promptly provide to Grantor a recorded copy thereof. Such Memorandum shall be recorded in the appropriate real property records of the county in which the Subject Lands are located. PUCKETT LAND COMPANY 5 of 6 02/28/07 EN WITNESS WHEREOF, the parties have executed this Easement and Right -of -Way Agreement the day and year indicated below but effective on the date first set forth above. GRANTOR: PUCKETT LAND COMPANY By: Jeffrey V. Puckett, President GRANTEE: BARGATH INC. � Joseph Barrett 5 CN) Assistant Secretary 3/2 8/0 •- Date: Date: ACKNOWLEDGEMENTS STATE OF a sn ) A/2.4•044.04_ � )ss COUNTY OF +ycAP4. & ) The foregoing instrument was ac wledged before me on this nit day of n«: 2007 by Z�,P.c,,e ,r.. /"Lauri _- . RAYMOND B. ANDERSON 'NOTARY PUBLIC" • COLORADO r Y COMMInwn DOW My Com fission Exp'r&W2oos STATE OF COLORADO ) COUNTY OF )ss DENVER Public The foregoing instrument was acknowledged before me on this 12 day of Apr I 1 by Joseph P. Barrett , Assistant Secretar of Barga h Inc.. My Commission Expires: 5/21/2011 PUCKETT LAN]) COMPANY 02/28/07 2007 Notary PuSTie Patti E. Rives 6 of 6 EXHIBIT "A" (I of 3) Attached to and made a part of that certain Easement and Right -of - Way Agreement dated February ,2007, by and between Puckett Land Company and Bargath Inc., c/o Williams. Production RMT Company. SECTION 25, 26, 34 & 35, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GARFIELD COUNTY, COLORADO 7 11..�n f� ; .. �.' i :' Sp:�57'29" t' SJ j• /'t j)M._. �a....i'""5202.73'. ,., 6; hOMERfIREC11or( ,DISTANCE L - J K 84' 8" E. 1/273.54' A` L2 "1` N 6 •58" E 625.82'' • L3, { N 2 0" E 321.01' L4; I 3'20'2 1.41444 15 1 N 84'24'09K E 113 1 5 N 74"5tl33� E 606.75' L7 ` \. N 14'5033 .E; 49.49' ` 'LB /0'58;54 t.5" EI .1143.82'ii L9 k.N, N 26'33'28" E 594.36": Lippp� N. 5748'375 E 515.15': Lig» N 72'15"257 E 283.561; IY�'r6 Biose Cop 4 4051 f r r J dRxdwO• ,LCK "'• •'.' 17154 CenatrucBm ROW Line (Typical) '520 ,."I' 4532.82 OIL Pipeline Emmert L5 Existing Pipeline ' (Typical) deft . L • 140139:011.. CO9R) CIL 24"Ba N. -._. Gathering Rt. . COMPANY TION O. -, / MOBIL OIL CORP 5,4 % Cn .%-‘477: Conalnieffon ROW;gy ,sTIZ- ....Une(TypIad) . Esta Workapaa'SbgIng Armes (1ydce9 ....... PLCKIiTT LAND C MPAtp'Y/� Tosco CORPORATION) 9 STAN IN. 411/0 4 eBross Cap Tota!R-PW Width LO Feel 25' Lek 25' R&M olCenle4fna 12.022.56 Feet 72041 Rode 13.800 Any, LEGEND JL FOUND MONUMENT `��'' SECTION CORNER A FOUND MONUMENT 1/4 or 1/16 CORNER 0 PROJECTED CORNER AREA SUMMARY: Permanent ROW 13.80)Pc Conelructlan ROW 6.691/16 Extra Workapece/Slijeg 2182Ac Tolel Area 226600c NOTES: 1.) DRAWING REFERENCED TO NAM? DATUMSPCS COC. 034. DISTANCES SHOWN ARE GRID DISTANCES L1 APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOR OPFICEPARCEL MAP 62173 AND INTERNET RECORDS AS OF 0I27107. SCALE 500' 1' = 1000' !000' STATEMENT OF SURVEYOR: LARRY G. 80DYFELTSTATES HEIS SY OCCUPATION REGISTERED LAAO SURVEYOR EMPLOYED BY BARG4 INC TO MAKE A SURVEY GAME CENTERLINE OFA • ...�.�:= . RIGHT-OF-WAY AS DESCRIBED AND S11 CONSISTING OP PAGES THAT WAS MADE UNDER HIS SUPE COMMENCING DECEMBER 6.2006• ACCURATELY REPRESENTED S CULORAOO220 RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS. WY 82901 PHONE 907)862.5028 D.R.C. J0B1-14284 BARGATB, INC 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY & TOSCO CORPORATION DRAWN BY: LGB DATE 01I3107 APPROVED BY:LGB I DATE: 02IOI01 CHECKED BY:LCA DATE 02/01/07 SCALE 1'41000' DMYNA NUI.8PR: 14294•ROW02 EXHIBIT "A" EXHIBIT "A" (2 of 3) Attached to and made apart of that certain Easement end Right -of - Way Agreement dated Febntary.2 Y 2007 by and between Puckett Land Company and Barged" Inc., c/o Williams Production RMT Company. SECTION 25, 26, 34 & 35, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GARFIELD COUNTY, COLORADO RE ' 11' MOBIL GIG )BP A .� JProperly Una — _6.'64446:13" {iC'...4,:/ ,. 4/ Vit 4456.62 l Yi \�; }• ( ReAbr RebertYelfQw 1 9op ++ Bra@ Gap // w 'W 25 Ccp'1 {16II—•.— SIN a Se'Oelmic' 84."1 roars-ze , S B9.O1r"E4 1280190' 25 Lt1 l 24' Been Gallrertng PA. r air -Se', ebor/Yellox op SW 1/160'"• 70 1 / 1393.99./ %'• S 6845'55` E e ar idm Wats ••• BWging Areae (iyplr t)' Ex aiina Plpallno, (Typae6• � MAHAI.7�L•Y Brass Cop, rsm •r NUMBER GIREC1 081 Nb 'E • 1 9' 1t3 N 45352510 E • 114 t N 55,1510.E°w 50 0' 115 " '63'35'1'( . 980.74'r i$'^^ 5'3$418"' 0:47' L 98.07' ti18 ', N 85'20'3 24.34 : ' h • r158'�7//'Y!" N 85:22�5S9;/ 537.37: L E 234.8 • ._ L21 '' "CAPS /50" E 2 `( L22 N 53.31'00" E- ' 25:62' 123 N 53'31'09t`' 434661' L24 N 4510 /E 413.841`,. 1.. +, I SCALE;'Ai /Opp' sop• .• . Ftow 36 N DETAIL A �«1 PL'CKDITLANDCIMIPAN'Y + .ie TOSCO CORPORATIONpo/v / airi- / Ar°ft rA R MOBIL 011 CORP Permanent ROW Line 1 PO -- SCALE 50' 0 100' •" Extra Workspace/ Staging Area Construction ROW Line ernant RDW Llnnee Cot Plpetkle usenet t Existing Rood_ Extra Workspace/ Staging Area RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS. W032901 PHONE (904) 36&5028 O.R.O. 4013/-14294 BARGATB, INC 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY & TOSCO CORPORATION DRAWN BY: LDa DATE 01r31M7 APPROVED BY:LOB I DATE: 02010 CHECKEDBY:Lrb DATE: MOM SCALE AS SHOWN DRAINS MAnrA 14294-R0W02 EXHIBIT 'A' EXHIBIT "A" (3 of 3) Attached to and made a part of that certain -Easement and Right-of- WayAgreement dated Febmary,t$ 2007, by and between Puckett Land Company and Hargath Inc., c/a WJII(ams Production RMT Company. SECTION 25, 26, 34 & 35, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GARFIELD COUNTY, COLORADO 1 I 4--SCALR 1' a 200' Rebor/Yellow r .0 COMPANY TOSCO 200' PUCKETT LAND Permanent DETAIL E Cops 1/16 N1? CORPORATION C/L Pipeline EanmentConstrucn ROW LIR:We Line n > 11T c « Staging 1 a Area o o I2 Extra Workspace '6' t' O. o. (Typical) z 00 i4 Reber • E 1/16 244.67' -teatailinallAktalliiiiikalitall At AP.♦•��� tNo \1 ` 0"vett \ !� Location\� 26 !' 5 68'45'55" E `a 6 35 36 N' / 1 + COLORADO D.O,T• Brass A001155 +u !• Rood�l•k, or' { Copeke DETAIL C 1 Reber/Yellow 1 Cap W 1/16 D9 SCAte j" ,, 200' 70002200' U.S. NAVAL OR SHALE Rebar/Yellow RESERVE (BLM) Cap S 1/16 Fence 25 S 891)1'01" E 1232.46' 4 a, Construction •O' •O. ROW Line Permanent ROW Line PUCKETT LAND COMPANY TOSCO CORPORATION t bryN TETE.R, DOUGLAS A. & BEVERLY A. +Ga Rebor/Yellow Alt Cop SW 1/16+ e 56.42' /w + (0� L+ q COLORADO D.O.T. C/L Pipeline Easement RIFFIN & ASSOCIATES, INC. 1414 ELK STREET. ROCK SPRINGS, WV BM, PHONE(307) 362.5 i20 D.RG. Joie/ -14294 BARGAIN, INC. 24' GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY 8 TOSCO CORPORATION DRAVN BY: IGO DATE: 01/31g7 APPROVED BY: LCD I DATE 02/01/01 CHECKED BY: LOB DATE: 0201))01 SCALE 1'=mB DRAM'S NUMeat 14294-ROW02 EXHIBIT'A' GRANT OF EASEMENT Douglas A. Teter and Beverly A. Teter, Joint Tenants ("Grantor"), with an address of 4949 County Rd. 309, Parachute, CO. 81635 for andin consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby grant and convey to Bargatb, Inc. ("Granted), with an address of e% Williams Production RMT Company, 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, Colorado 80202, the following exclusive rights, privileges and easements: Pipeline - Right-of-way for the installation, construction, maintenance, repair, improvement, replacement, enlargement, use and removal of pipelines, and all appurtenant equipment and appliances, for the gathering and transportation of gas, on, over, under, across and through a strip of land fifty (50) feet in width on the Lands for the permanent easement. Duringthe construction of said permanent pipeline easement, an additional 25 fret is needed, being located on the north side of the permanent easement. (Sea Exhibit "A") Temporary Work Space/ Staging Area — Additional space needed for the use and construction of said pipeline. (See Exhibit "B") The Pipeline Easement and Temporary Workspace/Staging Area collectively referred to above, are described as follows: Township 6 South, Range 95 West. 6th P.M Section 25: NE/4 SW/4 Following construction of the subject pipeline, Grantee shall provide as -built drawings of the Pipeline Easement to Grantor and file the as -built drawings of record in the official Records of Garfield County, Colorado. TO HAVE AND TO HOLD the Easement unto Grantee, its successors and assigns, forever, together with the right of ingress to and egress from said Lands across the adjacent property of the Grantor, for the purpose of constructing, installing, operating, inspecting, repairing, maintaining, replacing, re - sizing or removing the pipelines and appurtenant equipment and appliances of the Grantee. It is further agreed as follows: I) Buried Lines. All pipelines, electrical or power lines installed underground shall, at the time of installation or construction, be buried to 48" in depth as will not interfere with ordinary cultivation, except that at the option of Grantee, such line or lines may be placed above the channel of any stream, ravine, ditch or other water course. 2) Damages. The consideration paid by Grantee and received by Grantor includes full and final payment for any and all damages to the land, growing crops, pasturage, timber, fences, buildings, or other improvements of Grantor resulting from the exercise of the rights herein granted during initial construction or installation. 3) Grantor waives the right to collect any further or additional damages in any way arising or resulting from the exercise of the rights herein granted during initial construction or installation 4) Use, of Easement Lands. Grantor shall have the right to use and enjoy the Easement Lands, but shall not exercise the use and enjoyment in a manner that will impair or interfere with the exercise by Grantee of any of the rights herein granted. Grantor shall not create or permit any obstruction, building, lake, engineering works, or other structure over or on the Easements. 5) qubordinatioq. Grantee shall have the right to discharge or redeem for Grantor, in whole or in part, any mortgage, tax or other lien on the Lands and thereupon be subrogated to such lien and rights incident thereto. 6) Assignability. The rights of Grantee may be assigned in whole or in part. 7) Complete Agreement. There are no other or different agreements or understandings between Grantor and Grantee or its agents, and Grantor, in executing and delivering this Page 1 of 2 instrument, has not relied upon any promises, inducements, or representations of Grantee or its agerits or employees, except as set forth in this Grant of Easements. This instrument and the rights, casements and agreements herein contained shall be covenants running with the land and shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors and assigns of Grantor and Grantee. Dated this A' day of February, 2007 GRANTOR By: u 1144irti Cy Name: Douglas A. Teter By: AL A '`ft) Name: Beverly Teter Leycts STATE OF COLORADO COUNTY OF GARFIELD By: N. - e: Jo `'. Barrett , eft ale: Assistant Secretary �rll GRANTEE Bargath, Inc. On the aday of February, 2007, personally appeared Douala.; A. Teter and Beverly A. Teter joint tenants, to me known to be the persons described in and who executed the foregoing instrument and acknowledged that they executed same as their free and voluntary act and deed for the uses and purposes therein sat forth. Witness my hand and official seal the day and year first above written My Commission Expires: J t • 144 • Zit 9 2a at_ eovi (SEAL) Notary Public STATE OF COLORADO COUNTY OF DENVER. 1 ROBERTA ROWE NOTARY PUBLIC STATE OF COLORADO MY Carols** Expkasl 1/14/2009 Before me, a Notary Public, in and for said County and State aforesaid, do hereby certify that Joseph P, Barrett, whose name is subscribed to the foregoing insnuneat as ,Assistant Secretary of Bartath, fae-, c/o Williams Production RMT Company, a corporation, appeared before me this day in person and acknowledged that he executed said instrument as his free and voluntary act and deed as the he and voluntary act and deed of said corporation for the uses and purposes therein set forth. filekce— Given under my hand and Notarial Seal this ifi'Bay ofFebrnary, 2007. My Commission Expires: (SEAL) Page 2 of 2 EXHIBIT "A" (1 of 2 ) Attached to and made a part of that certain Grant of Easement dated February2$, 2007 by and between Douglas A. Teter and Beverly A. Teter and Bargath, Inc. c/o Williams Production RMT Company. SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GARFIELD COUNTY, COLORADO ;i- If 4?— J, WANI AN .49,4,215 `�y`e-1 109_ eilirt-/ it�$ �'�-rf .j' ,t .71 1 Rebar 1%18'.."§88'48',53` E 3" S 88'40'1 E - 'NE 1/161' N. -- 1\6,1 v1— ifr-t ,. .� Sea Oetai B 1040aw C'op!?^ Shea 2 Reber .! • " 1•1` N 01'gJ1'11.79,' 1(4' 0 `i .‘,111,79 1 t4'. O� <'_s"- Yellaw Capp ebor W 1/18 ,W t!1 Gathering Plpdhe qt.Y Extra Wnrepace Area 40 I't PJO _% CanniMic . y ROW Line / „ s See Deta.,A r91 Sheet2 rvi S astral `FE 1290.90'1 l0 Lop La Reber S1/18• f%i' bFlit. ,% on1 A'tr../ Cil Pipeline Emannt . YeIlow Carp 0 Reber SW 1/16_1x• .iJ./•x Kroh' ower L D!H Phe eV.' 1Ih GL 29" 8areargM Ga1PeArg Pipeline r. -.. ,dieF / G(T" MAHA17 Mang Pipeline (Typical) • DIVES C cpf•5163 Tota7R-0-W I4dh 60 Fee( 251 Leq 25' ROM otceNoRme. 141&47 Feet, 05.97 Rocs 1.520 Ane&. ¢UGHAI'. 207 NUMBER D1REC1167N f OST 11 N49'1g'4} 72L80 l2 N 17' 33' - 177,09 LS- - N 516' E 2' L4 L4 ti14a'34'E 8 15 , 7131'23'%'F y 20.9p , I AREA SUMMARY; Permanent ROW Carwtrucum ROW Extra Workspace/Ma:am Tol& Area LEGEND FOUND MONUMENT Op FOUOA MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER FOUND MONUMENT • CALCULATED OR 1! 1/4 ORRIS CORNER PROJECTED CORNER NOTES: 1.) DRAWING REFERENCED TO NAD27 DATUM -BRCS COC, ALL DISTANCES SHOWN ME GRID DISTANCES. 2,) APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOROFFICEPARCEL MAP 42173 AND INTERNET RECORDS AS OF 01/22/07. 1,528 Aa a715Aa (1321 A0 2.726AP SCALE 500' 0 POTTER jr1 / r w 1000' 1000' STATEMENT OFSURVEYORT LARRY G. BOOYFELTSTATES HEIS BY OCCUPATION REGISTERED LAND SURVEYOR EMPLOYED BY MAKE A SURVEY OF. THE CENTERLINE OF WONT-OFWAYAS DESCRIBED AND. 1 ' CONSISTING OF3PAGES:TNAT 77IE _rL' WAS MADE UNDER HISSUPERW COMMENCING OECEMSER&G'• '�♦E T "f aiV ACCURATELY REPRESENTED P= 2ANp s 1Na TO PLS COLORADO 22086 RIFF/N & ASSOCIATES, INC. 141.1 ELK STREET, ROCK SPR/NGS. WY 82901 PHONE 301)352-5028 D.R.G. )0139-14294 REVISED: LOB 02/19/2007 PARALLeLW.LNETE1ERPRO'ERY EARGATa, INC 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF TETER, DOUGLAS A. & BEVERLY A. DRAWN BY: 105 DATE:02A207 APPROVED BY:LOB r DATE:OLIMR CIECKEO BY:Lc DATE: 02/1"07 SCALE: i'=1000' DRAWING DRAWER GM 14294-ROW07-REV 01 EXHIBIT 'A' 1 OF 3 EXHIBIT "A" (2 of 2 ) Attached to and made a part of that certain Grant of Easement dated February2,,,,, 2007 by and between Douglas A. Teter and Beverly A. Teter and Bernath, Inc. c/o Williams Production RMT Company SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GAItFIELD COUNTY, COLORADO EASEMENTAESCRIPTION A 50.00 foot wide permanent easement for pipeline purposes across the Northeast Quarter of the Southwest Quarter and a portion of the Southeast Quarter of the Northwest Quarter of Section 25, Township 6 South, Range 95 West of the 6th Principal Meridian, Garfield County, Colorado, said easement being 25.0 feet each side of the following described centerline; Beginning at the Southwest Section Corner of Bald Section 25, being a brass cap, thence along the West line of said Section 25 North 00'44'17" East, 1327,78 feet to the South One -sixteenth Section Comer common to sold Section 25 end Section 26, Township 6 South, Range 95 Weat, being a yellow cap and mbar, thence along the North line of the Southwest Quarter of the Southwest Quarter of saki Section 25 South 89°01'01" East,1290.90 feet tothe Southwest Ons -sixteenth Section Comer of said Section 25, being a yellow cap and rebar thence along the West line of the Northeast Quarter of the Southwest Quarter of said Section 25 North 00'52'16" East, 52.16 feet to the Point of Beginning from which a West One -sixteenth Section Comer of said Section 25, being a yellow cap and rebar, bears North 00'52'16" East,1274.05 feet Thence along the centerline of the pipeline easement North 49'1027" East, 79.95 feet; thence North 17'38'33" East, 87.69 feet; thence North 00"52'16' East, 1136.23 feet; thence North 01"46'34" East, 93.85 feet; thence North 31'23'59" East, 2096 feet to the Point of Terminus and a Point on or near the North line of Teter property asdefined in Garfield County Recorder Office Book 1578 Page 336; from which the Northwest corner of said Teter property, being a yellow cap and rebar, bears North 88'40'08" West, 95.36 feet; and from which a West One -sixteenth Section Corner of said Soden 26, being a yellow cap and rebar, bears North 88'40'08" West, 96.38 feet along the North line of said Teter property and South 01.46'34" West, 111.79 feet along the West One of the Southeast Quarter of the Northwest Quarter of said Section 25. The sidelines of said easement shall be shortened or extended from the Point of Terminus to terminate on the North line of said Teter property. Said easement Is 1,416.47 feet In length and contains 1.628 acres, mom or less. RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS, WY 02901 PHONE 307/3025028 D.R.D. JO90-14294 REVISED: 1080211912007 PARALLEL W. LINE TETER PROPER? RARGATD INC 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF TETER, DOUGLAS A. & BEVERLY A. DRAWN BY: 100 DATE: 02/OVO1 APPROVED 92/: EGG f DATE: 02/1007 CHECKED BY: LCB DATE: 02/1007 SCALE: NONE pw aaa 14294-ROW07-REV 01 EXHIBIT 'A' 3 OF 3 EXHIBIT "B" Attached to and made a part of that certain Grant of Easement dated Februar, ,,'2007 by and between Douglas A. Teter and Beverly A. Teter and Bargath, Inc. c/o Williams Production RMT Company SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST, of the 6th P.M., GARFIELD COUNTY, COLORADO DETAIL A 304LS 1' .- 200' 100'00' 26 t 25 Yellow Cop Rebor 5 1/16 11 01.46'34' E 111.79' 30.0' ±85.0' Properly Line To C/L U. 5. NAVALOIL SI4ALERERSERVE (BLM) Yellow cop Rebar W 1/18 W for C/LPipeline Easement a 30,0' 1/''11'r &85.0' Property :I1,1 Une to 0/1- 0 0 icy — nil in Construction ROW Une Permanent ROW Une Ektra Workspace Area S 89'01'01" E 1290,90' PUCKETT LAND COMPANY TOSCO CORPORATION .0Q /f Fence "'POE ,• o4, �Are Jtp/O1afb Gly9 / 1 1J0 V IQ� T Yellow COD ' Rebar Prop. Car, Yellow /16 w'1 Rebor W 1/16 25.0' IL' �-.. Extra Workspace tt I 11 Area U. 5. NAVALOIL SHALE RERSERVE (ELM) ao.0' DETAIL B NAUGLE, HARRY L ,! RHONDA K. N 88'40'08' W 95.35' — C/L Pipeline Easement 50.0' 25,0' 25.0' Yellow Cop Rebar 5WA / :1/15/ TETER, DOUGLAS A.& BEVERLY A. COLORADO D.O.T. ! PROa ! N rr ION 1!I 111 L._, ! r r -. 1 i Fence C/L E4' BargOth /7 Gothering_Pleellne // QD �// 50.0' P.50 ,--"" TsTER, DOUGLAS A.&BEVERLY A. Canatructlon ROW Llns Permanent ROW Line SCALE 100' 0 1' A 200' 200' RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK$PRING5,1782001 PNONE(30T1362+5028 D.R.O. JOB/ -14294 REVISED: LGB 02/1 2007 PARALLEL W. LINE TEIERPROPER), BARGAIN, .INC. 24' GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF TETER, DOUGLAS A. & BEVERLY A. DRAWN BY: LGB DATE: 02/02/07 APPROVED BY: LOB I DATE: MVO/ CHECKED BY: LGB DATE:02/19/07 SCALE 1'.200' IX1Aw146 WOBER 14294-ROW07-REV 01 EXHIBIT "A" 20F3 GRANT OF EASEMENTS Harry L. Naugle and Rhonda K. Naugle, Joint Tenants ("Grantor"), with an address of P.O. Box 829, Rifle, Co. 81650-829, for and in consideration of the sum of Ten Dollars ($10,00) and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby grant and convey to Burgett], Inc. ("Grantee"), with an address of c%o Williams Production RMT Company, 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, Colorado 80202, the following exclusive rights, privileges and easements: pipeline - Right-of-way for the installation, construction, maintenance, repair, improvement, replacement, enlargement, use and removal of pipelines, and all appurtenant equipment and appliances, for the gathering and transportation of gas, on, over, under, across and through a strip of land fifty (50) feet in width on the Lands for the permanent easement. During the construction of said permanent pipeline easement, an additional 25 feetis needed, being located on the north side of the permanent easement. (See Exhibit "A") Temporary Road - Right-of-way for the temporary access to and for the construction. This includes, as needed, culverts across the Land. Being a strip of land thirty (30) feet in width, for the purpose of access on said pipeline. Said road access willbe reclaimed to its original condition upon completion of pipeline. (See Exhibit "B") Temporary Work Space/ Staging Area — Additional space needed for the use and construction of said pipeline. (See Exhibit "C') The Pipeline Easement, Temporary Road Easement, and Temporary Workspace/Staging Area collectively referred to above are described as follows: Township 6 South. Range 95 West. §th P,M Section 25: N/2 Township 6 South. Range 94_,West. 6th P.M Section 30: NW/4 NW/4 Following construction of the subject pipeline, Grantee shall provide as -built drawings of the Pipeline Easement to Grantor and file the as -built drawings of record in the official Records of Garfield County, Colorado. TO HAVE AND TO HOLD the Easements unto Grantee, its successors and assigns, forever, together with the right of ingress to and egress from said Lands across the adjacent property of the Grantor, for the purpose of constructing, installing, operating, inspecting, repairing, maintaining, replacing, re - sizing or removing the pipelines and appurtenant equipment and appliances of the Grantee. It is further agreed as follows: 1) Buried Lines. All pipelines, electrical or power lines installed underground shall, at the time of installation or construction, be buried to 48" in depth as will not interfere with ordinary cultivation, except that at the option of Grantee, such line or lines may be placed above the charnel of any stream, ravine, ditch or other water course. 2) Damages. The consideration paid by Grantee and received by Grantor includes fall and final payment for any and all damages to the land, growing crops, pasturage, timber, fences, buildings, or other improvements of Grantor resulting from the exercise of the rights herein granted during initial construction or installation. 3) Grantor waives the right to collect any further or additional damages in any way arising or resulting from the exercise of the rights herein granted during initial construction or installation 4) Use of Easement Lands. Grantor shall have the right to use and enjoy the Easement Lands, but shalt not exercise the use and enjoyment in a manner that will impair or interfere with the exercise by Grantee of any of the rights herein granted. Grantor shall not create or penult any obstruction, building, lake, engineering works, or other structure over or on the Easements. Page 1 of2 5) Subordination. Grantee shall have the right to discharge or redeem for Grantor, in whole or in part, any mortgage, tax or other lien on the Lands and thereupon be subrogated to such lien and rights incident thereto. 6) Assignability. The rights of Grantee may be assigned in whole or in part. 7) Complete Agreement. There are no other or different agreements or understandings between Grantor and Grantee or its agents, and Grantor, in executing and delivering this instrument, has not relied upon any promises, inducements, or representations of Grantee or its agents or employees, except as set forth in this Grant of Easements. This instrument and the rights, easements and agreementsherein contained shall be covenants running with the land and shall inure to the benefit of and be binding upon the hers, executors, administrators, successors and assigns of Grantor and Grantee. Dated this 7 day of February, 2007 GRANTOR By:By: NHarry L. Gale ( �Gr/ 14 Name: Ha L. ugle / By:/ AlC Name. ' onda 1C Naugl STATE OF COLORADO COUNTY OF GARFIELD GRANTEE Bargath, Inc. . Josep arrett : Assistant Secretary On thealday of February, 2007, personally appeared Harry L. Naugle and Rhonda LG Naugle joint tenants, to me known to be the persons describedInand who executed the foregoing instrument and acknowledged that they executed same as their free and voluntary act and deed for the uses and purposes therein set forth. Witness my hand and official seal the day and year first above written: II-1'4-21soq (D4 S, My Commission Expires: (SEAL) Notary Public STATE OF COLORADO COUNTY OF DENVER ROBERTA ROWE NOTARY PUBLIC STATE OF COLORADO My Commission Explrea t 111112 0 0 9 Before me, a Notary Public, in and for said County and State aforesaid do hereby certify that Joseph P, Parrett, whose nave is subscribed to the foregoing instrument as Assistant Secretary of )Sareath. Inc. do Williams Production RMT Company, a corporation, appeared before me this day in person and aclmowledged that he executed said instrument as his free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. mrcus� Given under my hand and Notarial Seal this Lrdey of February, 2007. My Conunission Expires: (1./1,57 L7}. 164 -ed --/(SEAL) / - NOtary Public Page 2of2 MERIT "A" (1 of 41 Attached to and made a part of that certain Grant of Easement dated February 2007, by and between Harry L. Naugle and Rhonda K. Naugle and Bargath, Inc. c/o Williams Production RMT Company SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST AND SECTION 30, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO S9511; PICA utww`:ih rma %/ A`7211/D,INiINALSAVIMDt'r_ ter' Jwtil:�`' 1i11Cal �( w f _ �� S 6 71� 33' 9" E ►ire? - !: P ar �� �1�J1 Dl r0s Bf�a �✓., Rebar r .%_N E 18 S ,ro4%18Y'S 58'421';15* E 1 ' t = P00 55.4,51,13" E to i41rellaiw Cop: Robert COY.Ii. '. N 01'4$'3#, ^711,19-t .5- .Y911ow Cop; abotaW 1/1et EKea Wakepaw 2 (TYdoal) _ NAUOLE, HANKY LA 'OB RHONDAK.. l w' ce .r f.ZR'4 cam*2-.4.-1,/ Lid i0 13 Li L CR. Pipeline Easement y�/ Rebor 283.23 - •NE 1/18 POT'•-' "1" C/L Pipeline Epeemer/IN 'CmMn Ilo ROMP Une (Tygm) -A ! 5 89'01'01" E 1290.90' :e• i•' . Yellow Cap ! ,4.4 Rebor SW 1/18_.-x' Gat 24• ph Gathering Pipeline ,/ XTOte I SARVER / P'ARO U 5/5 LRRAY N DISTANCE 6'40" E 360.75' 23'08" E. War E 820.69' MAHAII '46",.E.- 159.50''_. 28"/E 40.00' / 1 K 231.0 • SCA4S 3" s 1000 L72 � f 'iD (49.78 Brass Cap4 5163//'/ 500 0 1000'a.. - j 5p OB — 40:0 ' Ir -4• .' 5y0$w E 65.92' >• -- / './1': I. 1, �• L157 6:4003/-E-.217.74' TotalR-O-W Width 30 Feet 25' Left8S R/OhNofConterTine. EASEMENT XI 2.56642 Feet1, 5557 RochaApra. EASEMENT #2 183 7.81 Feet11, 1.38 Rods2 1_69 Acres. LEGEND FOUND MONUMENT • SEC77ON CORNER EASEMENT 01 MEASWMAARY: Permanent ROW 294804 Cenelructlon ROW 1A64 M Extra Werkenace/Slap'na O.TISAc Tale! Area 6.I95M FOUND MONUMENT PROPERTY OR OTHER CORNER FOUND MONUMENT 0 CALCUIATED OR 1/4 OR 1/18 CORNER PROJECTED CORNER NOTES: 1.) DRAWING REFERENCED TO NA0270ATUMSP(S COC. ALL DISTANCES SHOWN ME GRID DISTANCES. 2.) APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOR OFFICE PARCEL MAP 62173 AND INTERNET RECORDSAS OF 01127/07. rigRIFFIN & ASSOCIATES, INC. 14(4 ELK MEET, ROCK SPRINGS. WY82901 PHONE 307)3623028 D.R.G. J09#.4 4294 REVISED BY: LGB 2/23101 2nd E,eemertel ChergePeret$ W. W.Na4e EASEMENT a2 AREA SUMMARY: Permanent ROW 2.109 At Conelruction ROW 1,01 Pc Egre Workspace/Marine 0.795M Tole! Area 3.918M STATEMENT OF SURVEYOR; LARRY G. BODYFELTSTATES HETS BY OCCUPATION A REGISTERED LAND SURVEYOR EMPLOYED BY BARGAIN. INC. TO MAKE SURVEY OF THE CENTERLINE OFA RIGHT-0FWAV AS DESCRIBED ANO CONSISTING OF 4 PAGES; THAT THE WAS MADE UNDER HIS SUPER COMMENCING DECEMDER 4 2006; ACCURATELY REPRESENTED AS COLORADO 22086 BARGATIH, INC 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF NAUGLE, HARRY L. & RHONDA K. DRAWN 8Y: LOB DATE: 02/D5/01 APPROVED BY:LO9 1 DATE 0212597 CHECKEDBY:LCB DATE: D2/2367 SCALE: 1• • 1000' NUMBER 14294-ROW08-REV 2 EXHIBIT 'A' 1 OF 4 XXRIBIT "A" (2 of 41 Attached to and made a part of that certain Grant of Easement doted Febntaryg 2007, by end between Harry L, Naugle and Rhonda K. Naugle and Bargath, Inc. c/o Williams Production RMT Company SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST AND SECTION 30, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO EASEMENT#1 DESCRIFITON A 50.00 foot wide permanent easement for pipeline purposes across a portion of the Southeast Quarter of the Northwest Quarter end a porton of the Southwest Quarter of the Northeast Quarter of Section 25, Township 6 South, Range 95 West of the 8th Principal Meridien, Garfield County, Colorado, said easement being 26,0 feet each side of the foibwtng described centerline: Commencing at the Southwest Section Comer of said Section 28, being a brass cap, thence North 00.4417' East, 1327.78 feet along the West line of said Section 25 to the South Onasbdeenth Sedbn Comer common to say Section 26 end Section 26, Township 8 South, Range 95 West, being a yellow cap and rebar, thence South 89°01'01' East, 1290.90 feet along the North line of the Southwest Quarter of the Southwest Quarter of said Section 25 to the Southwest One -sixteenth Section Comer of said Section 25, being a yellow cep and rebar, thence North 00°5218" East, 132821 feet along the West line of the. Northeast Quarter of the Southwest Quarter of said Section 25 to a West One.sbdeenth Section Comer of said Section 25, being a yellow cap and mbar, thence North 01'4824" East, 111.79 feet along the West Ilna of the Southeast Quarter of the Northwest Quarter of say Sato 25 to the Northwest comer of Teter property as defined In Garfield County Recorder Office Bock 1575 Page 335, being a yellow cap and rebar; thence South 88°40'06" East, 86.00 feet Wong the North tine of said Teter properpr to the Point of Beginning; thence along the centerline of the pipeline easement Nath 01'4634' East; 732.11 feel thence North 48'29'11' East, 319.80 fest< thence South 68'4813" East, 1077,08 feet thence Nath 59'38'40" East, 437.95 feet to the Point of Terminus and a pont on the Nath line of the Southwest Quarter ofthe Northeast Quarter of said Section 25 from which a North One -sixteenth Section Comer of said Section 25, being a rebar, beam North 88°4813" West, 484.09 feet along the North line of Southwest Quederof Bre Northeast Quartercfsaid Section 25 and from said Point of Terminus the Northeast Section Corner of said Section 25, being a brass cap, bears South 88'48'13" East, 819.14 feet along the North line of the Southwest Quarter 01 the Northeast Quarter of said Section 25 to the Northeast One -sixteenth Section Comer, being a mbar; thence North 00.4918" East,131234 fed along the West line of the Northeast Quarter of the Northeast Quarter of said Section 26 to the East Oneabdeenth Section Comer common to said Section 26andSection 24, Township 8 South, Range 95 West, being a reber, and thence South 88°33'19° East, 128208 feat along the Nags line of said Section 25. The sidelines of said easement shall be shortened or extended from the Point of Beginning to temtinate on the North line of said Teter property. Said easement Is 2,588.92 feat In length and contains 2.848 acres, more or less. rif RIFFIN & ASSOCIATES, INC 14f4ELK STREET. HOOK SPRINGS, 1411'8290f PHONE 807)802.6028 D.R.e. Joag-14254 RWVI8E0 BY: LOB 023107 2d Easement 51 Change Pemlai 13.1331 N * DRAWN en 108 I DATE 02'15.O7 'APPROVED BY:109 ' DATE WOW CHECKED DY: 100 DATE:0V2 OT SCALE: P a 1000 BARGAT9, INC 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF NAUGLE, HARRY L. & RHONDA K. t 14294-ROW08-REV 2 IMeilen A• 30F4 EXHIBIT "A" (3 of 41 Attached to and made a part of that codeine/rant of Easement dated February. 2007, by and between Harry L. Naugle and Rhonda K. Naugle and Bergath, Inc. c/o Williams Production RM1 Company SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST AND SECTION 30, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO EASEMENT#2DESCRIPTION A 50.00 foot wide permanent easement for pipeline purposes across the Northeast Quarter of the Northeast Quarter of Section 25, Township 6 South, Range 96 West and a portion of the Northwest Quarter of the Northwest Quarter of Section 30, Township 8 South, Range 94 West of the 8th Principal Meridian, Garfield County, Colorado, said easement being 25.0 feet each side of the following described centerline: Commencing at the Southwest Section Corner of said Section 25, being a brass cap, thence North 00°44'17" East, 1327.78 feet along the West line of aald Section 25 to the South One-sldeanth:Section Comer common to said Section 25 and Section 26, Township 5 South, Range 95 West, being a yellow cap end rebar, thence South 89°01'01" East, 1290.90 feet along the North line of the Southwest Quarter of the Southwest Quarter of sald Section 25 to the Southwest One -sixteenth Section Comer of said Section 25, being a yellow cap and rebar, thence North 00°52'16" East, 1326.21 feet along the West line of the Northeast Quarter tithe Southwest Quarter of said Section 25 to a West One -sixteenth Section Comer of sald Section 25, being a yellow cap and saber, thence North 01'48'34" East, 1317.31 feet, more or less, along the West line of the Southeast Quarter of the Northwest Quarter of said Section 25 the Northwest One -sixteenth Section Comer of sold Section 26, being a protected corner, thence South 88°48'13" East, 1281.02 feat, more or less, along the North line of the Southeast Quarter of the Northwest Quarter of said Section 25 to a North One -sixteenth Section Comer of said Section 26, being a rebar, thenceSouth 88°48'13" East, 1283.23 feat along the North line of the Southwest Quarter of the Northeast Quarter of said Section 26 to the Northeast One -sixteenth Section Corner of said Section 25, being a rebar, thence North 00'49'18" Fast, 662.25 feet along the East line of the Northwest Quarter of the Northeast Quarter of said Section 26 to the Point of Beginning from which the Seel One -sixteenth Section Comer common to said Section 26 and Section 24, Township 6 South, Range 95 West, being a rebar bears North 00°4915" East, 760.09feet, thence along the centerline of the pipeline easement North 55'35'40" East, 360.75 feet thence North 74°23'08" East, 352.34 feet thence North 63°16'19" East, 320.68 feet thence North 53°59'46" East, 169.50 feet; thence North 78°3028" East, 40.00 feet thence South 76°58'50" East, 231.09 feet to a point on or near the East tine of said Section 26 from which the Northeast Section Corner of said Section 26, being a brass cap, bears North 00'27'17" East, 182.88 feet thence continuing along the centerline of the pipeline easement Into said Section 30 South 78°58'50" East, 49.76 feet; thence North 80°59'08" East, 40.01 feet; thence North 58°57'05" East, 65.92 feet thence North 46'40'03" East, 217.74 feet to the Point of Terminus and a point on or near the North line of said Section 30 from which the Northwest Section Corner of said Section 30, being a Mass cap, tears North 89°09'57" West, 301.43 feet, and from the Polnt of Terminus the Northeast Section Comer of said Section 30, being a brass cap, bears South 89°09'57" East, 4542.97 feet. The sidelines of said easement shall be shortened or extended from the Point of Terminus to terminate on the North line of said Section 30. Said easement Is 1,837.81 feet In length and contains 2.109 acres, more or less, RIFFIN & ASSOCIATES, INC. 1414 ELK STREET ROCK SPRINGS WV82901 PHONE (307) 362.6026 D.R.D. J08/-14294 REVISED BY: LOB 223/07 2nd Easement 61 Change Parallel W. Una Naugle TIARGATH, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF NAUGLE, HARRY L. & RHONDA K. DRAWN BY: LOB DATE 02/05/07 APPROVED BY: LGB DATE: 02133.97 CIECKED BY: LOB DATE SCALE: 1"•1000 omiumexVOn 14294-ROW08-REV 2 EXHIBIT 'A" 40F4 EDIT "A',. f4 of 4t Attached to and Bade a part of that certain Omnt of Easement dated February 2007, by and between Harry L. Naugle and Rhonda K. Naugle and Barged!, Inc. c% Williams Production RMT Company 30.0' 25.0' 30.0' Yellow Cop Reber Prop. Cor. Yellow Cop Reber W 1/16 SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST AND SECITON 30, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO hiVi 50.0' r � 25.0' ■�� Construction ' iir ROW IJne 1LdIJr,.Permanent �ROW Line Construction Extra 1 Workspace (Typical) 0�" N 59.40'05" W j // 85.00' N 01'46'34" E N...‘ I\• ISCALE !' = 800' eMr.eiiii100 00 / Asp 4'0 \: e J1/ q ,y.g Property Line/ /(TYplcal) T`q` is TETER, DOUGLAS /// A. & BEVERLY A. 111.79' SCALE 100' 0 1' :. 200' 200' Reber 2N 1/16 N 86:48'73w 464.09' POT DETAIL E U. S. NAVAL OIL SHALE RERSERVE(9LAA) N 00'49'18" E �BVCe Q� /Oo�rat\1`9 t9'{- P Z/ 750.09' WO O0 Ole Property Line (Ty loot) NEh1r16 �N 88'48'13' W / 819.14' jW RIFF/N & ASSOCIATES, INC, 1414 ELK STREET, ROCK SPRINGS, NY82901 PHONE 307)962-5028 D.R.G. 408/-14294 REVISED BY; LOB 2123N7 214 Eeawmn% #1 Change Parallel W. Line Naugle BARGATB, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF NAUGLE, HARRY L. & RHONDA K. DRAWN BY: LOB DATE 02/05'01 APPROVED BY: LOB I DATE 02/23/07 CHECKED BY: LOB DATE: 02/23/07 SCALE 1'.1000' NUMBER: 14294-ROW08-REV 2 EXHIBIT'A" 20F4 EXHIBIT "B" Attached to and made a part of that certain Grant of Easements dated Februaryal 2007, by and between Harry L. Naugle and Rhonda Kay Naugle, Joint Tenants and Bargath, Inc. do Williams Production RMT Company. SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST AND SECTION 30, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO t ri �cti L Loran J 2I!(fil f ( f///mPi','+.tL'i�3y�il°'vi �i&JJ,1 r llif�ilYL� :.iP� i�r g eel V .v" N 3VI7'40" w~ 255.54' J OMPowerune 1 / TotalR-0-W W/dlh 30 Feel 151 Lely 15' RSA! orCenkMne 905.91 FeeL 54.90 R 0od9`5 Apes. LEGEND FOUND MONUMENT 0 FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER B FOUND MONUMENT • CALCULATED OR 8 1/4 OR IRS CORNER PROJECTED CORNER NOTES; 1.) DRAWING REFERENCED TO NADZPATUM$PC$ COO.AU. DISTANCES SHOWN ARE GRID DISTANCES 2.) APPARENT LANDOWNER MN HEREON BASED UPON GARFIELD COUNTYASASSESSOROOFFICEPARCEI. MAP *2173 8 *2175 AND INTERNET RECORDS AS OF 01/22/07. 4fRIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS. WY 82901 PNONE (307) 3645028 D.R.C. JCB/—I 4294 SCALE 500' 0 i•' - Joao' ANO LRRAY 'X1ON .1 MEM IvAuoumsc /',PMITER. I ,Pi"'__. AI 1000' SFATENENTOFSURVEYOR: LARRY G BODYFELTSTATESHES BYOCCUPATION A REGISTERED LAND SURVEYOR EMPLOYEDB -5' •GAEL !NG TO MAKE SURVEY OF THEGENMERL8¢ /_u✓`l�:Ii/�L:: ROAD • RKGRT-0FWAYAS DESCRIBED ANO CONSISTING OF2 PAGES- ?HA WAS MADE UNDER NIS S COMMENCING DECEMBER 4 ACCURATELY REPRESE BARGATB,INC 24" GATHERING PIPELINE A PROPOSED TEMPORARY ROAD EASEMENT CROSSING LANDS OF NAUGLE, HARRY L. & RHONDA K. DRAWN BY: LDB DATE: 02A6477 APPROVED BY:LG5 I DATE O9'OTa7 CHECKED BY: LCB DATE: 0210ZW SCALE: 1'-1020' DRA Nom 14294-ROWOB-RD EXHIBIT 'C" Attached to and made a part of that certain Grant of Easements dated February232907, by and between Harry L. Naugle and Rhonda Kay Naugle, Joint Tenaub and Bargath, Inc. Wo Williams Production RMT Company. SECTION 25, TOWNSHIP 6 SOUTH, RANGE 95 WEST AND SECTION 30, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO Rebar 1282.05' U.S.NAVALOILSRAU Brass E 1/18 S 88'33'19" E RERSERVEEL.A9_ cop24 PrapertyL�e (Typical> N 00'27'17" E 182.88' Extra Workspace Construction 0. ROW Line Permanent ROW Lino Staging Area,* •s '_�:��'�� el Extra Workspace • so o. 24" Bargath / Gathering Pipeline' Brass 19 30 ,43' N 89'09'57" W Cep 19 8 4542.97 30 31 C/L Pipeline Easement p2 wilily el . Lke t`F4k° 4 h. m'/c NAUAHONlIA1tnY L.@ K CC //lea a" r IT //ad' //1k 1/a DETAIL C 4- P4 -e kis Yi P�.r, iovl oalo \ 3. • .n N \ aT '' \ Tas\\K,fhr�` u7 oQi \\ � • S \ SCALE Y e 200' 200' 100' 0 .1g RIFFIN & ASSOCIATES, INC. 41� 1419 ELK STREET, ROCK SPRINGS, WY 82901 PHONE/30])362-6028 D.R.G. J04-14204 DRAWN BY: LGB DATE: 02/05E7 CHECKED BY: LCB DATE 02/07/07 BARGATIY, INC. 24" GATHERING PIPELINE A PROPOSED PIPEIJNE EASEMENT CROSSING LANDS OF NAUGLE, HARRY L. & RHONDA IC APPROVED BY:108 I DAIE:02/0I/07 OI>AW1aa SCALE: 1' 1000' "N"WM 14294-ROW08 GRANT OF EASEMENT The Estate of William F. Clough aka W.F. Clough by Genevieve Clough, Personal Representative, ("Grantor"), with an address of P.O. Box 686 Rifle, CO 81650, for and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby grant andconveyto Barger*, Inc. ("Grantee"), with an address of c/o Williams Production RMT Company, 1515 Arapahoe Sheet, Tower Three, Suite 1000, Denver, Colorado 80202, the following exclusive rights, privileges and easements: Pipeline - Right-of-way for the installation, consbuction, maintenance, repair, improvement, replacement, enlargement, use and removal of pipelines, andall appurtenant equipment and appliances, for the gathering and transportation of gas, on, over, under, across and through a strip of land fifty (50) feet in width on the Lands for the permanent easement. During the construction of said permanent pipeline easement, an additional 25 feet is needed, being located on the north side of the permanent easement. (See Exhibit "A") Temporary Work Space/ Staging Ara —Additional space needed for the use and construction of said pipeline. (See Exhibit "A") Road Easement - Right-of-way for the amass to and for the construction of the pipeline. This includes, as needed, culverts across the Land. Being a strip of land thirty (30) feet in width, for the purpose of access on said pipeline. (See Exhibit "B") The Pipeline Easement collectively referred to as the "Basement". The Lends, located in Darfield County, Colorado, are described as follows: Townshin 6 South Range 94 West 6th P.M. Section 14: NW/4SW/4 Section 15: S/2 Section 16: SE/4SE/4 Section 20: 3/2N/2, N/2St2, SW/4NW/4, S/2 Section 21: S/2 NW/4, NE/4, NE/4SW/4, SE/4NW/4, NP/4NE/4 Section 29: NE/4 Following construction of the subject pipelines, Grantee shall provide as -built drawings of the Pipeline Easement to Grantor and filethe asbuilt drawings of record in the official Records of Garfield County, Colorado. TO HAVE AND TO HOLD the Easement unto Grantee, its successors and assigns, forever, together with the right of ingress to and egress from said Lands across the adjacent property of the Grantor, for the purpose of constructing, installing, operating, inspecting, repairing, maintaining, replacing, re - sizing or removing the pipelines and appurtenant equipment and appliances of the Grantee. It is further agreed as follows: 1) Buried Lines All pipelines, electrical or power lines installed underground shall, at the time of installation or construction, be buried to 48" in depth as will not interfere with ordinary cultivation, except that et the option of Grantee, such line or lines may be placed above the channel of any stream, ravine; ditch or other water course. 2) Damages. The consideration paid by Grantee and received by Grantor includes full and final payment for any end all damages to the land, growing crops, pasturage, timber, fences, buildings, or other improvements of Grantor resulting from the exercise of the rights herein granted during Initial construction or installation. 3) Grantor waives the right to collect any fluther or additional damages In any way arising or resulting from the exercise of the rights herein granted during initial construction or installation 4) Use of Easement Lands. Grantor shall have the right to use and enjoy the Easement Lands, but shall not exercise the use and enjoyment in a manner that will impair or interfere with the exercise by Grantee of any of the rights herein granted. Grantor shall not create or permit any obstruction, building, lake, engineering works„ or other structure over or on the Easements. Page 1 of 2 5) Subordination. Grantee shall have the right to discharge or redeem for Grantor, in whole or in part, any mortgage, tax or other lienon the Lands and thereupon be subrogated to such lien and rights incident thereto. 6) Assignability. The rights of Grantee may be assigned in whole or in part. 7) Complete Agreement There are no other or different agreements or understandings between Grantor and Grantee or its agents, and Grantor, in executing and delivering this inshument has not relied upon any promises, inducements, or representations of Grantee or its agents or employees, except asset forth in this Grant of Easements. This instrument and the rights, easements and agreements herein contained shall be covenants running with the land and shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors and assigns of Grantor and Grantee. Dated this ate day of March, 2007 GRANTOR Arr ane: The Estate of William F. Clough aka W.F. Clough by Genevieve Clough, Personal Representative STATE OF COLORADO COUNTY OF GARFIELD ) ) GRANTEE Bargadt, Inc. By: eJoseph PBarrett Me: Assistant Secretary On theo`�C) day of March, 2007, personally appeared The Estate of William R Clough aka W.F. Clough by Genevieve Clough, Personal Representative, to me known to be the persondescribed lo and who executed the foregoing instrument and acknowledged that they executed same as their free and voluntary act and deed for the uses and purposes therein set forth. Witness my hand and official seal the day and year fast above written. My Commission Expires; 11 - 04- 2.C)09 (SEAL) Notary Public STATE OF COLORADO COUNTY OF DENVER ) ) ROBERTA ROWE NOTARY PUBLIC STA TI., OF COLORADO My Commlssror rxpue:,11/14/2009 Before me, a Notary Public, in and for said County and State afbresaid, do hereby certiC, that Josenh P, Barrett, whose name is subscribed to the fomgoing instnunent as Assistant Secretary of ; math, Inc., do Wililarns Production RMT Company, a corporation, appeared before me this day in peace and acknowledged that he executed said instrument es his free and voluntary act and deed as the the and voluamry act and deed of said corporation for the uses and purposes therein set forth. Given under my hand and Notarial Seal this 2,2 day of March, 2007. My Commission Expires; S/al107 �� (SEAL) Notary P Page 2 of 2 EXHIBIT "A" (IOFB) Att ed to and made a part ofthal certain Grant of Easement dated • 2007 by and ',mean The estate of William F. Clough aka W.F. Clough by Genevieve Clough, Personal Representative and Barged', Inc. ole Willloms Production RMT Company. SECTIONS 14, 15, 16, 20, 21 and 29, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 611, P.M., GARFIELD COUNTY, COLORADO EASEMENT #2 ANVIL POINTS JUMPER EASEMENT #3 RULISONJUMPER NUMBER L49 150 DIRECTION DISTANCE NUMBER S 44'05'29" E 25.00' 151 DIRECTION N 66'49'43' E DISTANCE 213,93' 5 10'19'07"E 43.78' L52 N 15'54'50" W 106.06' U. S. NAVAL OIL SHALE RJSERV6 1 CLOUGH. W.F. Alum. Cop (ELM) 1"6 L53 N 15'54'50" W 700.88' 1.54 N 15'54'50" W 268.38' 155 N 71'16'49' W 575.88' 156 N 34'20'44" W 15.69' 157 N 34'20'44' W 2450,90' 158 N 14'45'18' W 111.02' L, i$:, CIL Pgallne Easement 02 I'\7 P092 il–T=1:17 do vt,00 p %gni IPo Lz47 d ziiI \L _55'' Bross Cop \120 L 1/4 194 114,1_ 1 Sheet3 C/L PlpeIne , I Easement SI 1 I 0/11 Paver "'' Line (Typlcai)___F-- via / ill io VIP r 19 N11.4 I V AID ICA Rosana !moan j ConahudonYPkaROW Late (Tel) IT . f6 Bron 20/ Cop ( GARFIELD COUNTY w Conalmcuon Extra N G Worlapsw Area (Typical) VW - \Vas et _ CLOUGH, W.P. 118 15 156 20 Shot4"a9.8t Shwt4 Existing PlpeInes (TYWral) E/ A\ I� c�/< 000sWabnROW YOj � AP. 19 ear Una (Typical) „CA Pipeline \ _ _ j, 44 CLOUGH. W.F. •'y ' Pmpady Una Easement 43 (Typical) /1. _-- 19'/20 3190.64' Saes( � Bross S 89'09'57” E 156 ,(, s`� PETERS I Cap ��^ . N CLOUGIt,WF. ♦� i !. I BARRETf \ I �•7�2a. staging d Extra'' RESOURCES 90)�r4r B' Wodo!pace Area I CORPORATION I (TTP(®B COLORADO D.O.T. ...x' I 083 1' = 1000' 500' 0 1—'—CLOUGN. W.F -y LEGEND lc FOUND MONUMENT • SECTION CORNER U FOUND MONUMENT • CALCULATED OR U 1/4 OR li18 CORNER PROJECTEDCORNER FOUND MONUMENT PROPERTY OR OTHER CORNER NOTES: 1.) DRAWING REFERENCED TO NAD27 DATUMSPCS CCG ALL DISTANCES SHOWN ARE GRID DISTANCES. 2.) APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOR OFFICE PARCEL MAP 421738 42175 AND INTERNET RECORDS AS OF 01/22107. + i f RIFFIN & ASSOCIATES, INC. 1414 ELK STREET. ROCK SPRINGS, WY 02901 PHONE 307) 382-5028 D.RO. J080-14294 404.46' -" O Broca Cop 20 ' 2I 1/4 EASEMENT 11 24' 8ARGATN GATHERING NUMBER DIRECTION DISTANCE 11 5 55'19'07" E 258.94' L2 5 55'19'07" E 118.55' L3 N 79'40'53' E 134.53' L4 S 5718'21' E 186.54' 15 5 85'46'34' E 40.00' L6 N 65'45'12" E 78.87' 17 S 74'49'48' E 40.00' 18 5 35'24'49" E 785.43' L9 S 79'45'59" E 40.00' 110 N 55'50'51" E 172.47' 111 5 79'09'09` E 39.99' 112 5 3409'09' E 477.64' 113 5 69'27'14' E 40.01' 114 N 7514'42" E 356.95' 115 N 88'25'20" E 528.31' .. 118 N 69'43'07' E 719.18' 117 N 73'41'56" E 1964.69 '19(0?i4 .•CLOUGH, W.F. STATEMENT OF SURVEYOR: LARRY G BODYFELT STATES HE IS SYOCCUPA7/QNA REGISTERED LAND SURVEYOR EMPL x TED AL4REA SURVEY OFTHEGENIERL R/DHTOF.WAYASDESCRI CONS/SRNO OF.1PAGES WAS MADE UNDER NIS COMMENCING DECEMBER & ACCURATELY REPRESENTED NC TO PLS COLOPA0022DB# BARGATB, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F. CLOUGH DRAWN BY: 106 DATE: 02/07197 APPROVED El?;1338 1 DATE: 02/14'07 CHECKED BY: Loa DATE: 02/1597 SCALE: 1'"1000' DRAWING RAEDR 14294-ROW16 EXHIBIT MO 10F8 EXHIBIT "A" (2 OF 8) Attached to and made a part of that certain Grant of Easement dated. MOsrII A 2007 by and between The Estate of William F. Clough aka W.P. Clough by Genevieve Clough, Personal Representative and Barged; Inc. c/o Williams Production RMT Company. SECTIONS 14, 15, 16, 20, 21 and 29, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO GARFIELD COUNTY I5 85'09'38" E - 116 CLOUGH.WP: _ _ ^2/,2/,13.97' 17 46 --- S 88149'26" E 6307.17' 469j P086_ I ‘`l'^- '"' N 82'23'23" W • 36 � '23.8^87-' -- Bross 20/ Cop I GARFIELD 1 COUNTY w and Construction Exna Workspace Area (TYPIra) Al 404.46' 20 21 Bross Cop 1/4 EASEMENT #5 CLOUGH JUMPER NUMBER DIRECTION DISTANCE L69 S 08'12'2 " W 110.34' 470 5 0812'2 " W 11024' 171 S 04.52'24" E 298.34' EASEMENT#4 SHARRARD JUMPER NUMBER DIRECTION DISTANCE 459 N 18'09'46" W 56.51' L60 N 41'19'27" W 79.99' L61 N 64'29'08" W. 565.45' 462 N 34'04'15" W 80.03' 463 N 0319'21" W 363.13' 164 14 02'43'06" W 364.22' 465 N 03'47'12" W 234.53' 066 N 00'15'01" E 241.11' c67 N 03'51'53" W 248.42' ,168 14 16'18'02" W 75.00' 5 io 2 eeeament#5/ n ROW P. !rExistingPipeline 1j yoloali 1 • r i 7 __ppct IA* CA. Pipeline EaaemeM #4 41 21 ' 7 Construction ROW / Lire RYPIcal) i Extra Workspace lima (Typical. L67 80Afd 500' R•O.W Mina' All Easement, Total Permanent ROW WIdtl� Feer, 25' Left 25' RghtofCantarltne, Total ConseuabnR•O.W NM 75 Feet 5O'or25' Le it 251* '50' Night of Centerline. CIL Pipeline Easement#1 40f P0T4 ' " CLOUGH. W.P. 1" . 1000' 0 1000' (14 COLORADO D.O.T. heels CLOUGH, W.F. Alum. Cap 1/4 21!22 EASEMENT #1.24' BARGAIN GATHERING NUMBER DIRECTION DISTANCE 417 N 73'41'58" E 1964.66' 416 14 73'41'58" E 2744.27' 119 14 41'09109" E 80.00' 420 14 083520" E 546.16` L21 14 3822133" E 80.01' L22 N 6806'46" E 524,42' 123 14 6723'02" E 304.09' L24 14 85'0736" E 263.92' L25 N 73'33'15" E 1075.33' 126 N 69'57'30' E 162.41' L27 N 69'57'30' E 84.32' 42B 14 64'37'10" E 129.32' L29 14 60'54'47' E 171.75' L30 N 60'54'47' E 121.13' 131 14 65'52'06" E 141.68' L32 N 86'33'28' E 598.51' LENGTH AND AREA SUMMARY: Bernath 24" Anve Point Meson Shar and Clough Gathering PA. Jumper PA. Jumper PA. Jumper PA. Jumper PA. Lersga4tion Easement 41 Easement #2 Easement 43 Easement44 Easemenl#5 Permanent ROW 18,530,408, 08.786 3,741.878. 2,301440 ft. 518.938 1,123,03 rods 4.17 rods 228.78 rods 138.90 rods 31.45 rods Aura: Permanent ROW 21,268 Ac. 0.047 Ac. 4.29500. 2.650 Ac, 0.698 Ao. ConsWclon ROW 10.165 Ao, 0.060 Aa, 2.143 Au 1.281 Ao. 0.217 Ao. Staging/Extra Werkspece 5.407 Aa. 0.000 M. 3.868 At, 1272 Ae. 0.090 Ac. Total Area: 37.621 Ao, 0.097 Ao. 10,305 Ao5.203 Ao. 0,813 Ao, RIFFIN & ASSOCIATES, INC. 1414 ELN 37REET, ROCK SPR/NGS, WY82901 PHONE 307/362-5028 D.R.O. J3BI-14294 BARGAIN, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F.CLOUGH ORANRI BY: LOB DATE: 02/07107 APPROVED BY: LOB I DATE: 0916/07 CHECKED BY: LOB DATE: 02/15/07 SCALE: P • 1000 DRAW9A RIA19m 14294-ROW16 EXHIBIT 'A' 20F8 EX111DIT"A" (3 OF 8) Attached lo and made o part of that certain Grant of Easement dated Memlhaa 2007 by and between The Estate of William F. Clough aka W.F. Clough by Genevieve Clough, Personal Representative and Bnrgath, Inc. do Williams Production RMT Company. SECTIONS 14,15,16, 20, 21 and 29, TOWNSHIP 0 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO EASEMENT/1124' BARGAIN GATHERING NUMBER DIRECTION DISTANCE L32 N 85'33'28" E 598.51' L33 N 67'09'44" E 597.04' L34 N 7613'46" E 1352.51' L35 N 84'55'57" E 148.20' 136 N 72'50'15' E 303.21' 137 N 82'26'10" E 342.09' 1.38 N 74'45'38" E 492.41' L39 N 60'24'33' E 223.68' L40 N 75'58'55" E 226.72' L41 N 76'09'04" E 286.52' L42 N 741414" E 325.95' L43 N 69'43'42" E 249.40' L44 N 69'51'32" E 216.67' 145 N 69'51'32" E 104.41' L40 N 69'05'02" E 490.02' L47 N 24'05'02' E 80.00' 148 N 20'54'58' W 90.15' / 30 13 l SCALE 1" . 1000' 500 tiOOO' CLOUGH. W.F. 15 Extra Workspace Area (Typical) 135 ?8 z Combustion �y;, ;..,�: -•' CLOUGH, WF: ROW Line CA. MacRae Easement el Brass Cap 1/4 13 r 14 699.2 41 1.1" . _ 14' 8.1 < I `�0- r I Pmpertytine I, I •� �I fTYNwn I Coneiudbn ..,.�. •-. Sta941g Asea N 49'40'29" W 1 1 ✓' Existing Iz IS 1'3 I ..� ..�--.._.9 PlPdine (Typical) Brass I n Cop 1 ii aSS hest 5 ` C/L 24" Bargalh Gathering Pipeline /1 #D /e S 87'16'07" Alum. Cop N 1/16 B. L M. 2665.10' A \ \v/ \ \ F e 15 -.�..5 8716'55" E,-..�, 15''. 2690,40 22 •rase 1/4 Cop Property Line (Typical) N 1.1.5 __i. JRULISON GAS J COMPANY. LLC 1 See 4elefl F Sheet 4 .\ 22 23 Braes Cap CLOUGH. W.} \\ \\\�'� SCALA' 1' 200' \\a� tf70' 0 200' 1 CLOUGH, W.F. \\o C/1 Pipeline \\°o. ol$ Easement #2 \\arv, Pp ae \F {_ • 11 .4,*Lqa\\ Easemente C/1 Pipeline 4�Y1��, 1,.• Veer: $ Easement #i •U' W ® ;e Construction a °° '®®���F LS \� i ROW Une !lld�sP��4\,� 0•1 11 Aoeas43 1r '�# 1 j Road �I�• \ \ \�\\ CLOUGH. W.F. 41 �/ o %wa 1••b/ \\ t7/ Brass Cap 19 20 1/4 •y0• Staging/Extra Workspace. Area (Typical) Permanent ROW Une RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS, WY 82001 PHONE 307)362-5028 D.R.O. J089-14294 BARGAIN, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F. CLOUGH ORAWNBY: LG5 DATE:02/01/07 APPROVED BY: LOB I DATE: 02)15.107 CHECKED BY: 160 DATE 02/1507 SCALE As Shown pij,moa 14294-ROW16 EXHIBIT 'A' 30F6 EXHIBIT "A" (4 OF 8) Aunched to and made a port of that certain Grant of Easement dated March 2b 2007 by and between The Estate of William F. Clough aka W.F. Clough by Genevieve Clough, Personal Representative and Bargath, Inc. c/o Williams Production RMT Company. SECTIONS 14, 15, 16, 20, 21 and 29, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M, GARFIELD COUNTY, COLORADO 4F) 0,9 B. L. M. G, `X\ to lot 00%sewo Sterill 44) IP ,00"0. f•. \\\ \\. \ 0 300 jai Aof.pn .(4", fid:pin % j1 \ \ ry ,Y/ b•\\ ‘.7#/ 1P• \ \ 74 $2H Brass 4} Cap @• \\ \ DETAIL 13 SCALE 1' = 200' O 200' SCALE Y = 200' 0 200' Extra Workspace Area Staging Area/Extra Workspace Area (Typical) Property Line (Typical) CARFIELD COUNTY 300 CA Pipeline. Easement Oi Construction ROW Line CLOUOB, W.F. Permanent ROW Line CLOUGH, W.F. vet N 5o.c, i CLO ti W& W.P.11; ' b Section 2041:4411110 j► 11 .••' Existing Well \ Location \ 0. CA Pipeline Easement #3 Direction Drill Staging & Extra Workspace Area 90.0 Permanent •.\\ ROW Line \CLouna wt. an e 1 n \\ \ �xt�n9 • \ , CA Pipeline 15.0' ,.\ •Easement /3 cod-. R •• \ $10;:$ • rt „lo lt7PPoa 1' � �... 'e Y�proPo COb09.00/)" nd a \." a O •" W9s\,.. 29 Braes Cap . ii` SH 0' 4p \ ee \ 31› °qhs 64 ,••"0. 'E± \ 4 g�oi0. c�os� t \./un s `SVP oe�l erre?ei+ Proposed \, � SemCru Tank rcHdeery Parcel SCALE J'= 200' 0 200' noD.OT. CA Pipeline Easement /3, Construction Staging & Extra Workspace Area RIFFIN & ASSOCIATES, INC. 14/4 ELK STREET, ROCK SPRINGS, WY82901 PHONE 301) 362-5028 D.R.G. J0/4-14294 BARGATL, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F.CLOUGH DRAWN BY: LGe DATE: 02/0707 APPROVED BY: LGB I DATE: 02/1907 CHECKED BY: LGB DATE: 02/1507 SCALE, 1'• ESA' DMW)0 N�aER 14294-ROW16 EXHIBIT "A" 4 OFa EX}IIBIT "A" (5 OF 8) Attached to and made a pen oFthat certain Grant of Easement dated Mayde 2_, 2007 by and between The Estate of William F. Clough aka W.P. Clough by Genevieve Clough, Personal Representative and Bernath, Inc. c/o Williams Production RMT Company. SECTIONS 14, 15, 16, 20, 21 and 29, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M,, GARFIELD COUNTY, COLORADO CLOUGH. W.F. Bross Cop 5 8849'28• E 1716 4982.56' diTtattibiall 'no •o, Construction Staging & Extra Workspace Area C/L Pipeline so. Easement /l CLOUGB. WF. 14 0'57'48" E 167.66' .•Ex (.119 a1) O CLOUGH. W.F. DETAILF 15 Brass Cop 1/4 CLOUGH, W.F. 1a_ ID Construction Extra Workspace Area 15 14 Brass 22'23CaD rs 8324,61 E Bross w Cop z l \ la I‘ I ;I \� \ 1 l\ ry 11 \ eg•\ 6g 9O,• l\ \it \ \ 1 ON\ON\\ ` Construction Staging # " L Y Extra Workspace Area C/L Pipeline `\\ Easement /t 'O Alum. Cop 21 22 1/4 S 8716107' E 2685.10 CLOUGH. W.F. V�"055 7'.10 PRcp55501- b 1". Construction ROW Line Permanent ROW Line Brass Cop 22 1/4 XAL8' r - 200' 0 200' SCALE d" = 200' 0 200' Contraction ROW Une Permanent ROW Une CLOUGH, W.F. Property Une \\\ [(Typical) 11i I II 1 I _IIi IN) RULISON OAS COMPANY. LLC 1 ri` RIFF1N & ASSOCIATES, INC. +rte 1414 ELN STREET, ROCK SPRINGS, WY 82001 P110145 307)3625028 D.R.O. JO14-14294 BARGATE, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F, CLOUGH DRAWN BY: LGB DATE:02/07/07 APPROVED BY: LGB I DATE: 02/18107 CIECKED BY: LGB DATE: 02/15/07 SCALE: 1` v 200' ORAMSNO MABSR 14294•ROW18 EXHIBIT 'A' 5 OF EXHIBIT "A" (6 OF 8) Attached to and made a port of that codaln Grant of Easement dated Thoxcs o, 2007 by and between The Estate of William F. Clough aka W.F. Clough by Genevieve Clough, Personal Representative and Bargath, Inc. c/o Williams Production RMT Company. SECTIONS 14, 18, 16, 20, 21 and 29, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO EASEMENT#1 DESCRIPTION A 50.00 fool wide permanent easement for pipeline purposes across the South Half of North Half and the North Half of the South Half of Section 20, the South half of the Northwest Quarter and the Northeast Quarter of Section 21, the Southeast Quarter of the Southeast Quarter of Section 16, the South Half of Section 15 and a portion of the Northwest Quarter of the Southwest Quarter of Section 14, Township 6 South, Range 94 West of the Sixth Principal Meridian, Gart aid County, Colorado, said easement being 25.0 feel each side of the following described cenletlna; Commencing at the Southwest Section Caner of said Section 20, being a braes cap, thence North 00'45'72' East, 2593,64 feet to the West Quarter Section Comer of said Section 20, being a brass cap, thence North 00.47'37' Etat, 710.74 feet along the West line o1 said Section 20 lo the Point of Beginning from which the North Ono-elxtoonth Section Comer common to saki Section 20 and Section 19, Township 8 South, Range 94 Wsst being an aluminum cep, Deans North 00'4737" East 608.68 feet; thence along the cente:1h ° of the pipeline easement and Into said Section 20 South 8519'07' East, 377.49 feet thence North 79.4053" East, 134.53 feet thence South 57'18'21" East, 186.54 fact thence South 86'46'34' East 40.00 feet; thence North 65°45'12" East, 78.87 feet thence South 74.4948` East 40.00 feet; thenoe South 35'2449" East 765.43 feat thence South 79'4659" East, 40,00 feet thence North 55'8011" East,172.47 fast thence South 79.0609° East, 39.99 feet; thenar South 34°09'09" East, 477.64 feet thence South 69'2714" East 40.01 feet; thence Nash 75'14'42" East 386,98 fast thence North 88°2620" East, 528.31 feet thence Forth 69'43107" EasI, 719.18 feet thence North 73'41'68' East, 1964.68 feet to the East the of said Section 20 from which the East Quarter Section Comer of said Section 20, being a brass cap, bears South 01°00'41" West, 404.46 feet and from which the Northwest Section Comer ofsaid Section 20. being a brass cap, bears Nath 01'0941` East, 2256.52 feet thence continuing along the centerline of the pipeline easement into said Sedan 21 North 73'41'58" East, 274421 feet thence North 41.0909" East 80.00 feet thenar Nath 08°36120• East, 548.16 feet thence North 36.2233' East 80.01 feet thence North 68°08'43 East, 524.42 feet; thence North 62°23'02" East, 304.09 feet thence Nor9185'0738" East 283.92 feet thence North 73°33'15' East 1075.33 feet thence North 835730" East 162.41 feet to a point on or near the NOM line of said Section 21 from which the Northwest Section Corner of aald Section 21, being a Maas cap bears North 88'4926' West 498256 feet and from which the Northeast Section Como of said Section 21, being a brass cap, bears South 88'4926' East 324.61 feet thence continuing along tho centerline of sand apogee easement pito sale Section 16 North 69'5T30' East 64.32 feet thence North 64'3710° East 129.32 feet thence North 80'54'47" East 171.75 feet to a point on or near the East line of said Section 16 from which the Southeast Section Corner of said Section 16, beteg a brass cep, beam South 0357'46' West 167.66 feet and from which the East Quarter Section Comer of said Saclbn 21, being an aluminum cap, bears South 00'57'48' West 167.66 feet and Sough 00°57'46" West 2675.15 feet thence continuing along the centerline of said pipeline easement into said Section t5 North 60.54'47" East 121.13 feet thence North 65'5216' East, 141.68 feet thence North 86'3328" East, 698.51 feet thence North 67'09'44` East, 597,04 feat °tense North 76'1346" East 1352,51 feet thence North 84'5557" East 148.20 feet thence North 72'50'16" East, 303.21 feet thence North 62'2610' East, 342.09 feet thence North 74.4638" East, 492.41 feat thence North 80'24'33" East 223.66 feet thence North 75'58'55" East, 226.72 feet thence North 76°09'04' East 288.52 feet thence North 74'14'14" East, 325.95 feet thence North 69°43'42' East, 249.40 feet thence North 69'5112" East, 216.67 feet to the East tine of said Section 15 from Mitch the Southeast Section Comer of said Seclbn 15, being a Gass cap, bears South 01`36'44" West, 1617.56 feet and from which the East Quarter Section Caner of said Section 15, being a brass cap. bears North 01'36'44" East, 820.99 feet thence continuing along the centerline of said pipeline easement into said Section 14 North 69'51'32' East 104.41 feet thence North 69°0602' East, 49002 feet thence North 24'0502" East, 80.00 feet thence North 20°54'58' West, 90.15 feet to the Point of Terminus and a point h the Northwest Quarter of the Southwest Quarter of sald Section 14 from which the West Quarter Section Corner of said Section 14, bang a Mass cap, bears North 49'4029' West 69928 feet Said easement Is 18,530.4D feat In length and contains 21.266 awes, more or less. RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPR/NGS, WY82901 PHONE 3071 3625028 D.R.O. 4Bfs-14294 8ARGATB, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F. CLOUGH DRAWN BY: 163 DATE: 02107107 APPROVED BY: 109 I DATE: 0211501 CHECKED BY: LGB DATE: 02115/07 SCALE NONE Ea 14294•ROW16 EXHIBIT "A" 8 OF a EXHIBIT"A" (7 OF 8) ANnched I/0 and made a pan of that certain Grant of Easement dated MGYch a 2007 by and between Tho Estate of William F. Clough aka W.P. Clough by Genevieve Clough, Personal Representative and Bargath, Inc. c/o Williams Production RMT Company. SECTIONS 14,15,16, 20, 21 and 29, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th EM., GARFIELD COUNTY, COLORADO EASEME1VT#2 DESCRIPTION A 50.00 foot wide permanent easement for pipeline purposes situated within the Southwest Quarter of the Northwest Quarter of Section 20, Township 6 South, Range 94 West of the Sixth Principal Meridian, Garfield County, Colorado, said easement being 25.0 feet each side of the following described centerline: Commencing at the Southwest Section Comer of said Section 20, being a brass cep, thence North 00°45'22" East, 2593.64 feat to the West Quarter Section Comer of said Sactbn 20, being a brass cap, thence North 00°47'37" East, 1317.41 feet to the North One -sixteenth Section Comer common to said Section 20 and Section 19, Township 6 South, Range 94 West, being an aluminum cap, thence South 28'0518" East, 837.61 feet to the Point of Beginning; thence along the centerline of a pipeline easement South 44'06'29" East, 26.00 feet; thence South 10'19'07" East, 43.78 feet to the Point of Terminus end a point on the centerline of Easement #1 previously described from which the East Quarter Section Comer of said Section 20 bears South 40'14'47" West, 677.73 feet. Said easement is 68.78 feet In length and contains 0.047 acres, more or less. EASEMENT#3 DESCRIPTION A 50.00 foot wide permanent easement for pipeline purposes within the Northeast Quarter of Section 29 and the South Half of Section 20, Township 6 South, Range 94 West of the Sixth Principal Meridian, Garfield County, Colorado, said easement being 26.0 feet each side of the following descnbed centerline: Beginning at the West Quarter Section Corner of said Section 20, being a brass cap, thence South 00'4622" West, 2593.64 feet to the Southwest Section Comer of said Section 20, being a brass cap, thence South 70°28'55' East, 4077.14 feet to the Point of Beginning and a point within the Northeast Quarter of said Section 29, thence along the centerline of a pipeline easement North 66°49'43" East, 213.93 feet; thence North 15'54'50" West, 106.06 feet to a point on or near the South right-of-way line of U.S. Highway #6; thence North 15°54'50" West, 700.88 feet crossing the right-of-way of U.S. Highway #8 and Interstate #70 to a point on or near the North right-of-way line of Interstate #70; thence North 15°54'50" West, 258.38 feet; thence North 71°18'49" West, 675.88 feet thence North 34°20'44" West, 15.69 feet to a point on or near the North line of saki Section 29 from which the Northwest Section Comer of said Section 29, being a brass cap, bears North 69°09'57" West, 3190.64 feet thence continuing Into said Section 20 end along the centerline ofa pipeline easement North 34'20'44" West, 2450.90 feet thence North 14°45'18" West, 111.02 feet to the Point of Terminus and a point an the centerline of Easement #1 previously described from which the Southwest Section Comer of saki Section 20, being a brass cap, bears South 40°29'00" West, 2740.61 feet Excepting from the above described easement that portion 700.88 feet in length, more or less, situated within the right-of-way of U. S. Highway #6 and Interstate #70. The remaining easement Is 3,741.87 feet In length and contains 4.295 acres, more or less. rifRIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS, WY 82901 PHONE 307)362.5028 D.R.G..IOO —14294 BARGATH,, INC. 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F.CLOUGH DRAWN BY: LGB DALE 02/07/07 APPROVED DY: LGB I DATE: 02/16/07 CHECKED BY: LBB DATE: 0215/07 SCALE NONE !AMINO NUMBER, 14294-ROW16 EXHIBIT "A" 7 OF 8 EXHIBIT certain Grunt ntof Easement dated me rcA2a 2007 by and between The Estate of William P. Clough aka W.P. Clough by Genevieve Clough, Personal Representative and Gargalli, Inc, c/o Williams Production RMT Company. SECTIONS 14,15,16, 20, 21 and 29, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO E.ISEMENT#4 DESCRIPTION A 50.00 foot wide permanent easement for pipeline purposes within the Northeast Quarter of the Southwest Quarter and the Southeast Quarter of the Northwest Quarter of Section 21, Township 6 South, Range 94 West of the Sixth Principal Meridian, Garfield County, Colorado, sold easement being 25.0 feet each side of the following described centerline: Beginning at the East Quarter Section Comer of said Section 21, being an aluminum cap, North 00°5748" East, 2675.15 feet to the Northeast Section Corner of said Section 21, being a brass cap, thence. South 40°13'08" West, 4785.05 feet to the Point of Beginning and point in the Northeast Quarter of the Southwest Quarter of said Section 21, thence along the centerline of a pipeline easement North 18'09'46" Weat 58,51 feat thence North 41°19'27" Weat, 79.99 feet; thence North 64°29'08" West,. 565.45 feet, thence North 34°04'15" West, 80.03 feet; thence North 03°3921" West, 363,13feet thence North 02°4805" West, 364.22 feet thence North 03°47'12" West, 234.63 feet thence North 00°15'01" East, 241.11 feet thence North 03°51'53' West, 248.42 feet thence North 16°1802" West, 78.00 feet to the Point Of Terminus, a point on the centerline of Easement #1 previously described end a point within the Southeast Quarter of the Northwest Quarter of said Section 21 from which the Northwest Section Comer of said Section 21, being a brass cap, bears North 39°5810" West 2352.16 feet and from the Point of Terminus the West Quarter Section Corner of said Section 21, being a brass cep, bears North 39°58'10" Weat, 2352.16 feet and South 01°00'41' West, 2660.98 feet. Said easement Is 2.308.40 feet In length and contains 2.650 acres, more or less. EASEMENT #S DESCRIPTION A 50.00 foot wide permanent easement for pipeline purposes within the Southeast Quarter of the Southeast Quarter of Section 16 end the Northeast Quarter of the Northeast Quarter of Section 21, Township 6 South, Range 94 West of the Sixth Principal Meridian, Garfield County, Colorado, said easement being 25.0 feet each side of the follaving described centerline: Beginning at the East Quarter Section Comer of said Section 21, being an aluminum cap, thence Nath 00'5746" East, 2675.15 feet to the Northeast Section Comer of said Section 21, being a brass cap, !hence North 85°09'38' West, 1713.97 feet to the Point of Beginning and a point In the Southeast Quarter of the Southeast Quarter of saki Section 16, thence along the cantertlne of a pipeline easement South 081221" West, 110.34 feet 10 a point on or near the South line of said Section 16 from which the Southeast Section Corner of said Section 16, beteg a brass cap, bears South 88°49'26" East, 1723.97 feet and from which the Southwest Section Comer of said Section 18 bears North 88°49'28' West, 358320 feat, thence continuing along the centerline of a pipeline easement Into said Section 21 South 08°1221' West, 110.24 feet; thence South 04°52'24" East, 298.34 feet to the Point of Terminus, a point on the centerline of Easement #1 previously described and a point within the Northeast Quarter of the Northeast Quarter of said Section 21 from which the Northeast Section Comer of said Section 21, being a brass cap, bears North 82°23'23" West, 3623.98 feet and from the Point of Terminus the West Quarter Section Comer of said Section 21, being a brass cap, bears North 02°23'23' West, 3623.98 feet and South 01'00'41" West, 2660.98 feet. Said easement Is 518.93 feet in length and contains 0.596 acres, more or less. %'g RIFFIN & ASSOCIATES, INC. +�� 1414 ELK STREET. ROCK SPRINGS, WY82901 PHONE 307) 362-5018 D.R.G. JDs( -14294 DARGATH, INC" 24" GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF W. F. CLOUGH ,enacted to and made a parr BRAWN BY: LCD DATE: 02/07/07 APPROVED BY: LGB I DATE: 0211597 CHECKED BY: LGB DATE02/1597 SCALE: NONE DRAMS tame+: 14294-ROW16 EXHIBIT 'A' 8 OF EXHIBIT "W' Attached to end made a pen or that certain Orant or Basement dated March 2222 2007, by and between The Relate of William P. Clough aka W,P. Clough by Genevieve Clough, Personal Representative and Bageth, Inc. e/o Williams Production RMT company. SECTION 21, TOWNSHIP 6 SOUTH, RANGE 94 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO Brass 17,16 Cop GARFIELD- COUNTY \y 0e,4 s GARFIELD COUNTY OARFIELD COUNTY NWNW 16 S- 88'49'28" E 5307,17' 16.15 CLOUGH, W.P. LINE TABLE - ROAD EASEMENT NUMBER DIRECTION DISTANCE L1 N 03'33'20" W mar 1.2 807.20'27"0 62.37' L3 800"XCOrw 02.37' 1.4 880'33'48'0 120.28 La 884'an48 W 70.97 16 8 72'4840' W 70.00' 17 8 78'4013P W 243,18 LO 8 80'4827"W 52.03' L9 92217108"0 82,09 110 804.32880 177.59 111 940'26'10'W 73,98 Bross Cop CLOUGH. W.F. NINE • I•I __�-_�__ NEW II l.�o-_...-.,. Properly 'Line (Typical) `"—__._._�.I I. I— \ —1 CLOUGH. W.F. elh G0:'! T --- 0111,...... .. 01 A •fib G1 POB I P 90 �"�..- C1 Ag 1 OYo�eadI,... zr V t/' �' 0/L Road Easement' T r• • `v, v _o w�,— 1 � I POB _ ' ---7:r..`L —I 1-2"SoJ^� _44086S 04'5123" W V, See Detail A P d' Sheet 2 SENW Existing Pipeline (Typical) SWNE SCALE I' = 600' 260'0 _5500' 20'21 Brass Cop 1/4 NWSW Tote/R-0-WW/dfh 30 Fest, 15' Leff 15' R/8hlofCenhrM/e. 1,04549 Feel 63,__42 Rads0, 721 Acres. LEGEND FOUND MONUMENT SECTION CORNER FOUND MONUMENT PROPERTY OR OTHER CORNER 0 FOUND MONUMENT • CALCULATED OR �( 114 OR 1116 CORNER PROJECTED CORNER NOTES: 1,) ORAWINO REFERENCED TO NAD27 DATUM-8PC$ CDC, ALL DISTANCES SHOWN ARE GRID DISTANCES, 2.) APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOR OFFICE PARCEL MAP 42173 8 /42175 AND INTERNET RECORDS AS OF 01/270', rif RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS, WY 82901 PHONE 307/362-6028 D.R.G. JOB( -14284 1 NESW 21 NWSE STATEMENT OF SURVEYOR: LARRY G BODYFELT STATES HE IS BYOCC/PA77ONA REGISTERED LAND SURVEYOR EMPLOYED BY &1RGA7H, INC. TO MAKE A SURVEYOF I HE CENIEWL INE OFA P/PEL ENE RIGHTOFWAVAS DESCRIBED ANO SHOWN ON THIS MAP, CONSISTING OF8PAGES; THAT THE SURVEY OF SAW WORK WAS MADE UNDER HIS SUPERVISION AND AUTHORITY, COMMENCING DECEMBER Q ,M::; . THAT SUCHSURVEY IS ACCURATELY REPRE BARGJTH, INC. 24" GATHERING PIPELINE A PROPOSED ROAD EASEMENT WITHIN LANDS OF W. F.CLOUGH DRAWN BY: LOB DATE: 02/15/07 APPROVED 5Y:LGB I DATE: 0V27/01 CHECKED BY: LOB DATE 02121/07 SCALE: 1'"500 DRAWING MAwSR 14294-ROW16-RDI EXHIBIT"A' 1 OF 2 STATE OF COLORADO COUNTY OF GARFIELD § RIGHT OF WAY AGREEMENT FOR AND IN CONSIDERATION of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration in hand paid, the receipt and sufficiency of which are hereby acknowledged, ConocoPhililps Company, a Delaware corporation with an address of Real Property Administration, P.O. Box 7500, Bartlesville, Oklahoma, 74004-7500, hereinafter referred to as Grantor, does hereby grant unto Bargath Inc., a Colorado corporation with an address of c/o Williams Production RMT Company, 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, Colorado 60202, hereinafter'refened to as Grantee, its successors and assigns, a nonexclusive fifty (50) foot wide permanent easement, a twenty-five (25) foot temporary easement for initial construction and temporary use of an additional workspace and staging area during Initial construction ("Easement') to, as applicable, lay, maintain, inspect, alter, repair, operate, protect, replace, relay, and remove or abandon in place, in Grantor's sole option, one 24 inch pipeline for the transportation of natural gas (all rights granted herein being collectively referred to as the "Purpose"); upon, through and under the following described land, situated in Garfield County, State of Colorado, to wit Township 6 South. Range 95 West 6th P.M. Section 25: SW/4 SW/4 Section 26: SE/4 SE/4 Section 34: s/2 Section 35: W/2, NE/4 (the "Property"). THE PIPELINE SHALL BE LAID AND THE EASEMENT SHALL BE LOCATED IN ACCORDANCE WITH EXHIBIT "A", ATTACHED HERETO AND MADE A PART HEREOF. together with the rights of ingress and egress to and from said Easement over and across existing roads on the Property for the Purpose. Any existing mads damaged by Grantee shall be repaired and left in the same condition as before use, including, but not limited to grade, drainage, gravel base, and cattle guard, fence and gate conditions. Grantor shall have the right to fully use and enjoy the Property except as to and consistent with the rights granted herein. This grant is subject to all grants, easements, leases, mineral leases or rights, reservations, rights and rights-of-way heretofore reserved or granted and/or now existing on the Property and is further made without warranty of titre, express or implied. Grantor shaH not construct or permit to be constructed any house, structures or permanent obstructions that unreasonably interfere with the construction, maintenance or operation of any pipeline or appurtenances constructed hereunder. The Easement herein granted is subject to the following terms and conditions: 1. Grantee shall pay for damages to the fences, roads, premises, or improvements of Grantor or third party(ies), caused by the exercise of Grantee's rights under this Agreement Grantee shall maintain adequate clearance between its pipeline and any other existing pipelines located on the descnbed land. Right -of -Way to 0rhers.doc (November 2003) 2. Grantee agrees to bury its pipeline to a depth not less than forty eight (48) inches, measured from the top of the pipeline to the average level of the original ground on the two sides Of the ditch in which said pipeline is laid and where said pipeline crosses an irrigation ditch or canal, the top of the pipeline shalt be buried at least sixty (60) inches below the lowest point of the channel where said pipeline crosses any such ditch or canal Grantee shall place water bars on all slopes to protect against erosion. 3. Grantee shall provide Grantor with an as built centerlinesurvey of Grantee's pipeline across the Easement and made a part hereof. The beginning and ending points of the survey shall be tied to property comers by angles and distance and tie points shown at every pole. 4. In the event Grantor determines, in its sole discretion, that its business or operations will require or benefit from the use of any portion of the Easement, Grantee, at its sole risk and expense, shall relocate all or any part of said pipeline, as applicable, within 90 days after notification from Grantor. In such event, Grantor shall fumish Grantee with a suitablealternative right of way across the Property at no additional cost, subject to the terms herein. Grantee agrees, in the event of such relocation request by Grantor, that It shall restore the surface disturbed thereby as nearly as practicable to the condition thereof prior to the disturbance. 5. GRANTEE COVENANTS AND AGREES TO FULLY PROTECT, RELEASE, INDEMNIFY, DEFEND AND FOREVER HOLD GRANTOR, ITS PARENT, SUBSIDIARIES AND AFFILIATES, CONTRACTORS AND SUBCONTRACTORS, THEIR SUCCESSORS AND ASSIGNS, AND EACH OF THEIR RESPECTIVE DIRECTORS, OFFICERS, EMPLOYEES, AGENTS AND REPRESENTATIVES (HEREINAFTER COLLECTIVELY REFERRED TO AS THE "INDEMNIFIED PARTIES"), HARMLESS PROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, FINES, PENALTIES, DAMAGES, SUITS, CAUSES OF ACTION JUDGMENTS, COSTS AND EXPENSES (INCLUDING ATTORNEYS' FEES, COSTS OF LITIGATION AND/OR INVESTIGATION AND OTHER COSTS ASSOCIATED THEREWITH), AND LIABILITIES, OF EVERY KIND, (COLLECTIVELY REFERRED TO HEREAFTER AS "CLAIMS"), INCLUDING WITHOUT LIMITATION THOSE REI:ATING TO INJURY OR DEATH OF ANY PERSONS WHOMSOEVER, AND/OR DAMAGE (INCLUDING ENVIRONMENTAL DAMAGE) TO, LOSS OF, OR CONTAMINATION OR POLLUTION OF, ANY PROPERTY OR RESOURCE, THAT MAY BE MADE OR COME AGAINST THE INDEMNIFIED PARTIES BY REASON OF OR IN ANY WAY ARISING OUT OF THE PURPOSE, REGARDLESS OF THE CAUSE OR CAUSES THEREOF, INCLUDING WITHOUT LIMITATION WHETHER THE SAME IS CAUSED BY OR CONTRIBUTED TO BY THE INDEMNIFIED PARTIES' JOINT OR CONCURRENT NEGLIGENCE OR FAULT (WHETHER IMPOSED BY STATUTE, RULE, REGULATION OR OTHERWISE) AND STRICT LIABILITY, EXCEPT TO THE EXTENT ANY SUCH CLAIMS ARE CAUSED BY THE INDEMNIFIED PARTIES' SOLE NEGLIGENCE OR WILLFUL MISCONDUCT. 6. In the event Grantee abandons the rights granted herein, all rights granted herein shall terminate and Grantee shall, at the written request of Grantor, execute a proper recordable instrument evidencing such termination. The rights herein granted shall be deemed abandoned it (a) Grantee does not construct Its pipeline within one (1) year from the date hereof;; or (b) after completion of construction, Grantee's pipeline is not used for the Purpose herein granted at any time for a continuous period of one (1) year. Upon termination of the rights herein granted, at Grantor's sole option, Grantee shall either remove its pipeline from the Easement or abandon the pipeline in place. 7. After completion of construction and whenever repair or maintenance is made on Its pipeline, Grantee shall restore the ground disturbed thereby as nearly as practicable to the condition thereof 2 Bargath, Inc. Right of Way Agreement Dow Valley Property Sections 25, 26, 34 & 35, T6S, R95W, 6'^ P.M., Garfield County, CO prior to the disturbance. Grantee shall not store or dispose of any materials, substances or debris on the Easement, including without limitation, any rocks, brush, branches,, or trees which Grantee may have cleared. 8. All exhibits referenced herein, unless otherwise noted, are attached hereto and made a part hereof for all purposes. 9. No waiver of the provisions hereof shall be effective unless In wilting and signed by the party to be charged with such waiver. No waiver shall be deemed a continuing waiver or waiver in respect of any subsequent breach or default, either of a similar or dissimilar nature, unless expressly so stated in writing. 10. This Agreement is intended solely for the benefit of the parties hereto and shall not create any rights, including without limitation any third party beneficiary rights, in any third party. 11. In the event any provision or any portion of any provision of this Agreement Is held by a court of competent jurisdiction to be invalid or unenforceable by reason of any law or public policy, such provision or portion thereof shall be considered to be deleted, and the remainder of this Agreement shall constitute the entire agreement between Grantor and Grantee covering the subject matter hereof. 12. This Agreement shall be governed by and construed in accordance with the laws of the State of Texas, without regard to conflicts of law principles that might apply the law of another jurisdiction. 13. This Agreement contains all of the agreements and stipulations between Grantor and Grantee with respect to the granting of the Easement, and the same shall inure to the benefit of and be binding upon Grantor and Grantee and their respective successors and assigns; provided, however, that Grantee shall not have the right to assign this Agreement or any of its rights hereunder, in whole or in part, by operation of law or otherwise, without the prior written consent of Grantor, which consent shall not be unreasonably withheld. 14. Any notice, request, instruction or other document to be given hereunder by either party to the other shall be in writing, and delivered personally, by telecopy, by messenger or by certified mail, postage prepaid, return receipt requested as follows: If to Grantor, addressed to: If to Grantee, addressed to: ConocoPhillips Company Real Property Administration P.O. Box 7500 Bartlesville, OK 74004-7500 With a copy to: ConocoPhillips Company Director, PTRRC Rockies Region P.O. Box 358 Borger, Texas 79008-0358 Bargath, Inc. Go Williams Production RMT Company 1515 Arapahoe Street, Tower Three, Suite 1000 Denver, CO 80202 Either party may change its representative or the address to which notice shall be directed by appropriate written notice to the other party in the manner described above. 3 Bargath, Inc. Right of Way Agreement Dow Valley Property Sections 25, 26, 34 & 35, T6S, R95W, 6th P.M., Garfield County, CO 15. Grantee shall notify Grantor on or before the seventh (71h) day preceding any entry onto the Property for any non -emergency operations by the Grantee, itS agents or contractors in the event an emergency requires that Grantee, it agents or contractors immediately enter the Property, Grantee shall make all reasonable efforts to notify Grantor of such entry. In either case, such notification shall include notification of the time of entry, the anticipated duration of entry, the location or locations Of operations, the type and number of equipment Involved and the routes to be used frorp public roads to the location or locations of the operations. Grantee shall comply with any reasonable request of Grantor to alter the routes to be used from public roads to the location or Iocafons of the.operations. 16. There shall be no above -ground installations or structures on the Easement, except markers and/or cathodic testing stations at fence lines, roadway, streams or ditches, without the express written consent of Grantor. EXECUTED on the dates set forth in the acknowledgments, but effective for all purposes as of the 5th day of April 2007 (the "Effective Date"). GRANTOR CONOCOPHILLIPS COMPANY By: aY\ )Yfl Printed Name: Michael J. Mfif n AttonWfrilfrial Title: Attorney -in -Fact GRANTEE BARGATH, INC. By: P nted Name: Joseph P. Barrett Title: Assistant Secretary a4 4 Bargath, Inc. Right of Way Agreement Dow Valley Property Sections 25, 26, 34 & 35, T6S, R95W, 6'h P.M., Garfield County, CO STATE OF a- � ycia. § COUNTY § On this /6.ec day oft -r. , 2007, before me mac- ti, the. undersigned officer, person appeared YJ( -1..: .. P known to me (or satisfactorily proven) to be the person whose name s subscribed as Attorney -in -Fact, of ConocoPhillips Company, and acknowledged that he, as such Attorney -in -Fact, being authorized so to do, executed the foregoing Instrument as the act of his principal for the purposes therein contained, by signing the name of the said ConocoPhillips Company by himself as Attorney -in -Fact. FRArr t;:?ADEN NO1AX( PI,bLIC, STATE OF TEXAS My Comms ken 0:-09.200 Zest -t-4. eAttee-4-c- Y PUBLIC tory Public In and for2i1I�a, County/Parish My ommission expires: Abo8 STATE OF Ontb'0.&ts § Ohy COUNTYchDrar\qe— § On this I &k L day of A (' o \ l 2007, before me A . ?a-t,r ca. the undersigned officer, personally appeared Joseph P. Barrett known to me (or satisfactorily proven) to be the person whose name Is subscribed as Assistant Secretary of Bargath, Inc., c/o Williams Production RMT Company, a corporation, and acknowledged that he, as such Assistant Secretary, being authorized so to do d d the foregoing instrument as the act of his principal for the purposes therein contained, by si •:,. alp: :: =x • f the said Bargath, Inc. by himself ast Sl `3¢r-cn`triry• c \• ...•••.._ 2.. i ANernei-IH Flet A9J v o A NOTARY PUBLIC My corn ``•.. "pines: t O i 6Lax 10 Notary Public in and for -balwar County/lam 5 Susan A. Below Nora: Pu6Uc. Sate of Colorado 1515 ArapahoeSrrta Tower3. NOW Denver, CO 80202 My Communion Expires 1042110 Bargath, Inc. Right of Way Agreement Dow Valley Property Sections 25, 26, 34 & 35, T6S, R95W, 61h P.M., Garfield County, CO r 1'• 1'1 EXJJIRIT "A"(1 of 3) Attached to and made a part of tbat certain Errant of Easement datedAprx1; j l�( 2997, by and between ConocoPhillips Company and Bad Inc., c/o Williams Production R AT Company 88Cflwri as, 26, 34 & 35, TOWrgs me 6 EOM, RANGE 9s 6YLsr, of Iha floe PJW, GARFIELD CODNIY, C01,011ADO .' 11712/10W1 UM] If i9!ii''.Fif1+��;J_'# LtiA. 111ILIMET. i31[iflG�!-cJfA LA1111117 i it1�Y Fri I'S MIIIIIIrralillitrine fe9SIIMAT.Li4?AIANIIiLATAIII L4,1111.11.11112E,W1247A MAW IVAIIIIIMZEritill HMV* "1A33i1111W4Li7.i'1l�zr: ,j • Biine Dep, � '► rs ) A . 'A 0emine masa.wmperetbdiA VO — - ' 0- �o-PlaXifTT' y • a , �.. . • tXil�g Jr MDOO.OILCDIIP ts, ��ar, X11 ame. sop ThWIAOSIM ',Sr„1 RS LER.-1RiATatealvOn. 12fit13tl AL_PUSS. FtlarZar 1�W o MRartmmccRVE,t Maki )Otin leeio 3 e'b, TeW Anw —'�— )VO78A MARAIBNO REHAAABIA370HAD{JO•gtq,Aq+Lg ,Aa DIGTANDa9 SHOWN ARB O5D ORTANEF3I A)6ARPP RENT NANDp WImo,�RDp� OARF DOD Ma SWUM AND DNSRNGT Re00RDE A90P MVO?. 1Fi RIFFIN & ASSOCIATES, INC. meINBJARY. ROOTlPR81D9WY6e101 PJIOMAIlAApep,e DAR JWr-1120 DRAW/1114M DNEOIfilIMAM DATh@OVY APPROVEDBALO 1DJD RATCDNDIW M SZUZINE TOFBO)TP6yprm T.WTY ascot arnimenlairoca PNMWA women t; movetwrompumfaer AwamstAvaranlawsmaumeor RRTNAOSOR A9DESTMaDAAT) �J•r( T igliii4DOMAASISS COWENCIAGSX8Ssalt AOCIMATELYREPSZSMED STANMt • a;. SOILS f I , i imaremanter R4RaI* INC 24. GATHERING PIPELINE A PROPC$ED PIPELINE EAaa4ENTCR0aa0s MOS OP PUCKER LA Np COMPA IV n• o i WI tarnsan 14294-R0WU2 EXHIB Attached to and made part of that Certain Grant of Easement dated April jy, 2007, by and between ConocoPhillips Company and Bargath Inc., c/o Williams Production RMF Company SZC68DN 23, 26, 34 &3B, TOWNSHIP 660Umm,8ANGE 95 war, olthe 6th P.M, GARFIELD Covra , 00%ORAOO 'K ^ 26rti% a as rt. • ismsd'%s�" /asai f Li _ LZL ,r ,uns u y,ei.eEP wRPernrem j .�-., .00Z0,0 Distragz-e5}..nant 61,irillIk lE c•a7 r243LZ'Tial CtT.,-- e if -1:1A .d - al if .7roV LTSUrr:..%7•i•ri4 �Fi� LBe7'tiAllicli :z idC11111FLFI1,01' tom`(ir kr:Zrib:SfliiEIRL I.rL7s;:L'fkI;•. d.JE:'iE.!li1s MOBIL0O.0OW 1 \ .' m \ � X11 _ Il • " _, twiteg PIiind nip N ta�a4e/ RIFFIN&ASSOCIATES, INC. U14ax8Nn�iltia WARM O.A0.F1A274 VA T1y ,11300 DATE, mS3m Etjtnp Road IEETETE Workspace/ REM Lilo $132011774 Eva 24' GATHERING PIPEUNE A PROPOSED PIPELINE eacta ENTCROEBINOLANpa OP pp PUCKETlA bfbgorhi Attached to and dmmade a art o(fthat Easement dated A Acertainb ltweei of Pn7 J.� 2007, by and between ConocoPhi lips Company and Bargath Inc., c% Williams Production RMT Company SECTION 25, 26, 34dt351AoWsl9tAP6Scum *CM 9S yawl of Um 60* P.M., gal) COUNTY. COLORADO tra r p L .ADO'. COMPANY DETAIL Rabat/Wow OcPs1/Ib Coioinsoll ROW Una on ROW rbf.t ensu roe A 00S 11 Eidro Work, on 10,071 cOMOWO 60 ni0,4 see . ♦P �_&, - ®q d .S+yL1nr2^' IAvArAr -i.rn dY ♦ 11o7.2R1 .;,..�A "1 9 8tr ••l2P44t46071:f � / Well\ Location \\ Rood CDIORAD00.02. DETAIL C Cop p /IB114.3 lap_1' not gasa Il.6.RAVALOIa. J Rohr/Yoga* RaS RVROXII) Cop I/10 tf Woo enrol" E issue poCoROW Lino b.�o. Pnoomt ROW lino ta RIFFIN&ASSOCIATES, INC. 41461.K OWE ROW OPMNO$ IWOYMJ PIIPMR017g19.6021 ORA J04 -14x4 M1TAm4Bn IDB DAM otdV6r AnRnlD GAM Mani= aRa®Eula® Matronly Bone i nw TOTRIbDODOLAIIA WERVERI.VA. Rebor/VeUow Cop SW 1/IB 6 ♦ COLORADO DAT. Pip,lno Eanntent 6 Bron Cop AARGS1A'C) 24' GATHERING PIPELINE APROPOS PIPELINE EASEMENT MOBBING LANDS OP PUCKS r IMO COMPANY 6nt/COWACIls CAwlfnn4. 5°55t 14294-RQW02 '[he First State PAGE 1 I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF MERGER, WHICH MERGES: "TOSCO CORPORATION", A NEVADA CORPORATION, WITH AND INTO "CONOCOPHILLIPS COMPANY" UNDER THE NAME OF "CONOCOPHILLIPS COMPANY", A CORPORATION ORGANIZED AND EXISTING UNDER THE LAWS OF THE STATE OF DELAWARE, AS RECEIVED AND FILED IN THIS OFFICE THE TWELFTH DAY OF DECEMBER, A.D. 2002, AT 1:43 O'CLOCK P.M. AND I DO HEREBY FURTHER CERTIFY THAT THE EFFECTIVE DATE OF THE AFORESAID CERTIFICATE OF MERGER IS THE FIRST DAY OF JANUARY, A.D. 2003, AT 3:01 O'CLOCK A.M. 0064324 8100M 030002793 Harriet Smith Windsor, Secretary of State AUTHENTICATION: 2183378 DATE: 01-02-03 FROM RL&F#1 (THU) l2. 12'02 13:34/ST.13:4Ai86RE) 13 DIVIS ON OF CORPORATIONS FILEO 01:43 PN 12/12/2002 020763252 - 0064324 CERTIFICATE OP MERGER of Tosco Corporation (a Nevada corporation) with and into Conoco Philipr Company (a Delaware corporation) Philips Petroleum Company, a Delaware corporation to be renamed ConocoPhillips Company prior to the effective time of this certificate of merger (the "Surviving Corporation"), in compliance with the requirements of the General Corporation Law of the State of Delaware (the "DGCL") and desiring to effect a merger of Tosco Corporation, a Nevada corporation (the "Merging Cgrporation," and together with the Surviving Corporation, the "Cask= Corporations"), with and into the Surviving Corporation, and acting by its duly authorized officer, DOES HEREBY CERTIFY that: First: As of the date hereof, the name and state of incorporation of each of the Constituent Corporations of the merger are as follows: PHILLIPS PETROLEUM COMPANY TOSCO CORPORATION. sT`1TR OP INCORPORATION Delaware Nevada Second: An agreement and plan of merger has been approved, adopted, certified, executed and acknowledged by each of the Constituent Corporations in accordance with the requirements of Section 252 of the DGCL; Third: The name of the Surviving Corporation of the merger will be ConocoPhillips Company; Fourth: The Certificate of Incorporation of ConocoPhillips Company immediately prior to the merger shall be the Certificate of Incorporation of the Surviving Corporation until such time as it :nay bo amended in accordance with applicable law and the provisions thereof; Fifth: The executed agreement and plan of merger is on file at an office of the Surviving Corporation, the address of which is 600 North Dairy Ashford, Houston, Texas 77079; Sixth: A copy of the agreement and plan of merger will be liunished by the Surviving Corporation, on request and without cost, to any stockholder of any Constituent Corporation; H0003:11811524 1 FROM RL&F#1 (THU)12. 12' 02 13:34/ST. 13;31/NO. 4864756279 P 14 Seventh: The authorized capital stock of the Merging Corporation is 100 shares of common stock, par value $0.01 per share; and Eighth: Pursuant to Section 103(d) of the DWI, this certificate of merger will become effective at 3:01 a.m., Eastern time, on Sanuary 1, 2003. Dated: December 12, 2002 �r PHLLLIPS PETROLEUM COMPANY (to be renamed ConocoPhillips Company) (a Delaware corporati p) By: Name: Rfck A, Harrington Title: Senior Vice President, Legal, and Oencmi Counsel 2 111111111111 111111 111111 11111111 1111111II11111111111111 619904 01/31/2003 01 38P 81432 P607 M PLSDORF 1 of 7 R 36.00 D 0.00 GARFIELD COUNTY CO ConocoPhillips Secretary's Certificate I, the undersigned, T. L. Bute, Assistant Secretary of ConocoPhillips Company, formerly Phillips Petroleum Company, organized and existing under and by virtue of the laws of the State of Delaware (the "Corporation"), hereby certify that: 1. As Assistant Secretary I am authorized to execute this certificate on behalf of the Corporation. 2. The attached photocopy of the Certificate of Amendment to the Restated Certificate of Incorporation of Phillips Petroleum Company (to be renamed ConocoPhillips Company) is a true and correct copy as filed in the office of the Secretary of State of Delaware on the 12th day of December 2002, with an effective date of January 1, 2003 and such Certificate of Amendment has not been modified, amended, rescinded or revoked and is in full force and effect as of the date hereof. #0-67- 3. 0-3. The attached photocopy of the Certificate of Merger of Conoco Inc. witty and into ConocoPhillips Company is a true and correct copy as filed ic:3 the office of the Secretary of State of Delaware on the 12th day oto December 2002, with an effective date of December 31, 2002 and suclyr Certificate of Merger has not been modified, amended, rescinded o4)1 revoked and is in full force and effect as of the date hereof. -11 Fin IN WITNESS WHEREOF, I have hereunto set my hand as Assistant Secretary M1, and affixed the corporate seal of the Corporation this 14th day of January, 2003. o 03 STATE OF OKLAHOMA COUNTY OF WASHINGTON a § Assistant Secretary ConocoPhillips Company This instrument was acknowledged before me on January 14, 2003, by T. L. Bute, Assistant Secretary of ConocoPhillips Company, a Delaware corporation, on behalf of said Corporation. Cy44 .Itotary P lic z (007 9 1, CYNTHIA J. COPELAND Notary Public - State of Oklahoma Washington County Commission* 00012566 My Commission Expires Jul 31, 2004 Delaware Me First State PAGE 1 I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF AMENDMENT OF "PHILLIPS PETROLEUM COMPANY", CHANGING ITS NAME FROM "PHILLIPS PETROLEUM COMPANY" TO "CONOCOPHILLIPS COMPANY", FILED IN THIS OFFICE ON THE TWELFTH DAY OF DECEMBER, A:D. 2002, AT 1:41 O'CLOCK P.M. AND I DO HEREBY FURTHER CERTIFY THAT THE EFFECTIVE DATE OF THE AFORESAID CERTIFICATE OF AMENDMENT IS THE THIRTY-FIRST DAY OF DECEMBER, A.D. 2002, AT 11 O'CLOCK P.M. 1111111111111111111111111111111111111111111111111111111 t9904 01/31/2003 01 38P B1432 P608 M ALSDORF of 7 R 36.00 D 0.00 GARFIELD COUNTY CO 0064324 8100 030002793 rc,.n.ota.-.J Harriet Smith Windsor, Secretary of State AUTHENTICATION: 2183360 DATE: 01-02-03 FROM RUF#1 STATE O (THU)12. 12' 02 13: 32/ST. 13:4000454611 T 9EP 5 DIVISION OF CORPORATIONS FILED 01:41 PM 12/12/2002 020763238 — 0064324 CERTIFICATE OF AMENDMENT to the RESTATED CICRTIFICATE OF INCORPORATION of PHILLIPS PETROLEUM COMPANY (to be renamed ConocoPhillips Company) Phillips Petroleum Company ('Phillips"), a corporation cremated and existing carder the General Corporation Law of the State of Delaware (the "AGM"), hereby cet rifles that: 1. The amendments b Phillips' Restated Certificate of Incorporation set forth below were duly adopted in accordance with the provisions of Section 242 of the DOLL and have been consented to in writing by the sole stockholder of Phillips in accordance with Section 228 of the DOLL. 2. Phillips' Restated Certificate of Incorporation is hereby amended by deleting Article 1 thereof and replacing in lieu thereof a new Article I reading in its eetirety as follows: "The name of the corporation (which is hereinafter referred to as the "Corporation') is ConocoPhillips Company." 3. Phillips' Restated Certificate of Incorporation is. hereby amended by deleting Section 1 of Article IV thereof and replacing in lieu thereof a new Section 1 reading in its entirety as follows: "Section 1. The Corporation shall be authorized to issue 2,100 shares of capital stock, of which 2,100 shares shall be shares of Common Stock, $.01 par value ("Common Stock')." 4. Pursuant to Section 103(d) of the DOLL, this amendment will become effective at 11:00 p.m., Eastern time, on December 31, 2002. 111111111111110111111111111111111111111111111111111111 619904 01/31/2003 01 38P 81432 P609 M ALSDORF 3 of 7 R 36.00 D 0.00 GARFIELD COUNTY CO ttouor:se+so4.t FROM RL&F#1 JTHUJ 12. 12' 02 13:32/ST. 13:31/N0. 4864756279 P 6 1N WITNESS WHEREOF, Phillips has caused this certificate to be executed this 12th day of December, 2002. �1 111111111111111111111111111111111111111111111 11111111 619904 01/31/2003 01:38P B1432 P610 M ALSDORF 4 of 7 R 36.00 D 0.00 GRRFIELD COUNTY CO 800031114504.1 PHILLIPS PETROLEUM COMPANY By: Name: kick A. Herrington' Tittle: Senior Vice President, Legal, and General Counsel PAGE 1 The First State I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED I3 A TRUE AND CORRECT COPY OF THE CERTIFICATE OF MERGER, WHICH MERGES: "CONOCO INC.", A DELAWARE CORPORATION, WITH AND INTO "CONOCOPHILLIPS COMPANY" UNDER THE NAME OF "CONOCOPHILLIPS COMPANY", A CORPORATION ORGANIZED AND EXISTING UNDER THE LAWS OF THE STATE OF DELAWARE, AS RECEIVED AND FILED IN THIS OFFICE THE TWELFTH DAY OF DECEMBER, A.D. 2002, AT 1:44 O'CLOCK P.M.. AND I DO HEREBY FURTHER CERTIFY THAT THE .EFFECTIVE DATE OF . THE AFORESAID CERTIFICATE OF MERGER IS THE THIRTY—FIRST DAY OF DECEMBER, A.D. 2002, AT 11:59 O'CLOCK P.M. 1111111111111111101111111111111011101111111111111 619904 01/31/2003 01 38P B1432 P611 M RLSDORF 5 of 7 R 36.00 D 0.00 GARFIELD COUNTY CO 0064324 8100M 030002793 % /advt. a . Harriet Smith Windsor, Secretary of State AUTHENTICATION: 2183370 DATE: 01-02-03 FROM RL&F#1 (THU) (2. 12'02 13:35/ST. 13:4404;64140F 16 DIVISION OF CORPORATIONS FILED 01:44 PM 12/12/2002 020763253 - 0064324 CERTIFICATE 01? MERGER of Conoco Ines (a Delaware corporation) with and into ConocoPhi lips Company (a Delaware corporation) Phillips Petroleum Company, a Delaware corporation to be renamed ConocoPhiikips Company prior to the effective time of this certificate of merger (tho "Surviving Corporation"), in compliance with the requirements of the General Corporation Law of the State of Delaware (the "DOW) and desiring to effect a merger of Conoco Inc., a Delaware corporation formerly incorporated under the name Du Font Holdings, inc. (the "Mer:due Cornoradon," and together with the Surviving Corporation, the "Constituent Corporationl, with and into the Surviving Corporation, and acting by its duly authorized officer, DOES HBREBY CERTIFY that Fiat: As of the date hcmof, the name and state of incorporation of each of the Constituent Corporations of the merger are es follows: &WE STATE OF INCORPORATION PHILLIPS PETROLEUM COMPANY CONOCO INC. Delaware Delaware Second: An agreement and plan of merger has been approved, adopted, certified, executed and acknowledged by each of the Constituent Corporations in accordance witb the requiretnonts of Section 251 of the DOCL; Third: The name of the Surviving Corporation will be ConocoPhillips Company; Fourth: The Certificate of Incorporation of ConocoPhillips Company immediately prior to the merger shall be the Certificate of Incorporation of the Surviving Corporation until such time as it may bo amended in accordance with applicable law and the provisions thereof, Fifth: The executed agreement and plan of merger is on file at an office of the Surviving Corporation, the address of which is 600 North Dairy Ashford, Houston, Texas 77079; 11110111111111111111111111110111111111111111111011111 619904 01/31/2003 01 38P 61432 P612 11 ALSDORF 6 of 7 R 36.00 D 0.00 GARFIELD COUNTY CO N0003.177675.4 1 FROM RL&F#1 (THU)12. 12'02 13:35/8113:31,4M4864756279 F 17 Sixth: A copy of the agreement and plan of merger will be furnished by the Surviving Corporation, on request and without cost, to any stockholder of any Constituent Corporation: and effective at Seventh;.•59 Pursuant to Section 103(d) of the DOM, this certificate of merger will become p• , Eastern time, on December 31, 2002. Dated Deeembcr 12, 2002 PHILLIPS PETROLEUM COMPANY (a Delewam corporatigp) By:, Name: KickA. Harrington Title: Senior Vice Precedent, Legal, and General Counsel 1110 III 1111111111111 :9904 01/31/2003 01 38P B1432 P613 M ALSDORF 7 of 7 R 36.00 D 0.00 GARFIELD COUNTY CO HOUO3;107676A PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Cottonwood Compressor Station to Webster Hill 24 inch Gathering Line. Submittal Item Tab 6- Need for Proposed Action 9.07.04 (5) The 24 -inch Pipeline Expansion Project is being proposed to increase the capacity of the Bargath Gas Gathering System to meet the demand of the Piceance Basin well drilling program. The expansion design calls for addition of new sections of pipeline as well as three (2) new Compression and Dehydration Facilities. The following design strategies were utilized: • Size the pipelines for the maximum forecasted future volumes so that future disturbances are minimized • Minimize the footprint of the new Compression / Dehydration facilities by concentrating horsepower in fewer facilities • Minimize air emissions and emission points by purchasing larger, more efficient machines and minimizing the overall number of condensate tanks in the field • Minimize addition of lease roads and truck traffic by concentrating tank batteries in fewer locations. • Minimize the visual disturbance by building fewer overall facilities. As per the Garfield County Zoning Resolution section 9.07.04, Bargath, Inc. is required to apply for a Development Plan Review for Right -of -Way because the proposed pipeline is "greater than 12" in diameter and over two miles in length or any pipeline more than 5 miles in length". The proposed pipeline exceeds both of these threshholds. Please contact me with any questions. ncere Philip B. Vaughan President PVCMI Page 1 of 1 • N • - M O Ly gy,p,// 1/40 en in i yy co v in .0 U .5 o��© U o o E o� 4 P, oo p7 q a � W N t ...J 7 0 d N+� x 8 o • ge c � C4 O � N• d o o cc) 04 0 o a U r o • F 0 8 O d O~ U El a v� Permit Needed U Watershed District Permit Town of Parachute, CO >..rn W ct HZ 0 9 g A y N 0 cg, R0 o O W O a- 0 S rda W a) O • ;^' .b 0 ti U U b •lfl U .5 O N v O US Army Corp of Engineers M 0 4 a I-, N I--: Pi th cd o N m g 0 p E .2 OU"0 U 0 N •y 0 o to o id wO 3.55 This permit will be applied for the week of 4/29/07. ti N N o >, cd O ogx otb O w 0 O :Ts WO a 'N N ° o a t •ti 3 a.,, cn r o U Garfield County Road and Bridge W O cd".—. 3b 0 0 o U o '~ Y U zop 4 - ch o0 v� F bp O o ctl ch gO ti O U E ti 0.4 4 field County Grading Permit 0 O U 0 O ro • •'y 7.3y yU o o a>0 HU M w 0 N 0 a The CAQCC final approval letter is attached Colorado Air Quality Control Commission Fugitive dust emissions USBLM License for use ER .0 Resources Corp. ,a42 Clarkson Street Denver, CO 80218 (303) 830-1188 Fox: 830-1199 Denver • Boise www.eroresources,com ero@eroresources,com April 5, 2007 Mr. Michael Gardner Senior Environmental Specialist Williams Production RMT 1058 County Road 215 Parachute, CO 81635 RE: 24 -inch Bargath Gathering Pipeline Project Dear Mr. Gardner: On February 13, 2007 and April 3, 2007 ERO Resources reviewed proposed stream crossings associated with the proposed construction of Bargath Gathering Pipeline Project by Williams located in the Parachute District, north of the Colorado River. The project consists of one 24 -inch pipeline that will be constructed in the spring 2007. Five potentially jurisdictional drainages, including Balzac Gulch, would be crossed by the pipeline. The pipeline will also cross two unnamed tributaries that appear to be non -jurisdictional because they have no apparent surface connection to any waters of the U.S. Activities involving the discharge of dredged and fill material into waters of the U.S. are subject to the U.S. Army Corps of Engineers jurisdiction under Section 404 of the Clean Water Act. It is our understanding that the pipeline crossing of the drainages would involve conventional open trench construction. The crossing of the five drainages with the pipeline is authorized by Nationwide Permit (NWP) 12 for utility activities through March 18, 2012. In our opinion, Williams does not need to submit a PCN to the Corps for this work because it will not involve mechanized land clearing in a forested wetland, will not exceed 500 feet in length in waters of the U.S., will not result in the permanent Loss of more than 0.10 acre of waters of the U.S., and will not run parallel to the streambed. In order for the work to be authorized under NWP 12, the specific and general NWP conditions must be followed. Please note the following conditions that are the most likely to apply: • Side cast material from the trench excavation cannot be placed in such a manner that it is dispersed by currents or other forces (i.e., do not side cast into the channel of a live stream). • Any exposed slopes and stream banks must be stabilized immediately upon completion of the utility line crossing of each waterbody (i.e., revegetate). • Perform the work during low flows. • Determine that the work will not adversely affect any federally listed species. p:\3200 projects \3203 witliams rmt - parachute \bargain and wtiud pipelines\Ie POI \propose l bargath pipeline authorizalion.doc Consultants in Natural Resources and the Environment Michael Gardner Williams Production RMT Page 2 March 31, 2007 Regional conditions for the State of Colorado have been proposed. Regional conditions would affect NWP 12 regulations. If the regional conditions are implemented as proposed, utility line crossings will require a PCN if the utility line crosses a wetland or perennial drainage, regardless of impact amounts. The regional conditions would also require placement of a horizontal marker that delineates the existing ground elevation if temporary fill is to be placed in a wetland. If you have any questions, please do not hesitate to contact me. Sincerely, Clint Henke Natural Resource Specialist xeuxmes p:\3200 projects\3203 williams rml - parachute\bargath and crawford pipelines \ letters -reports \proposed bargaih pipeline authorization.doc tiajwdke April 5, 2007 Mr. Michael Gardner Senior Environmental Specialist Williams Production RMT 1058 County Road 215 Parachute, CO 81635 Re: Bargath Gathering Pipeline, and Webster -Hill and Rabbit Brush Compressor Stations Dear Mr. Gardner: On February 13, 2007, an ERO Resources Corporation (ERO) representative reviewed potential wetlands and 3 stream crossings east of Balzac Gulch along the proposed 24 -inch Bargath Pipeline alignment and Webster -Hill compressor station for the purpose of assessing needs for 404 permitting. On April 3, 2007, an ERO representative reviewed the Rabbit Brush compressor station location and 1 stream crossing from the 24 -inch Bargath Pipeline west of Balzac Gulch. The proposed pipeline and compressor stations are associated with a natural gas development in the Parachute District (District) of western Colorado and are located within the Grand Valley field of the District, north of the Colorado River. It appears that construction of the 24 -inch Bargath pipeline will be authorized under Nationwide Permit (NWP) 12. The two compressor stations (Webster -Hill and Rabbit Brush) will not require 404 permitting because neither will impact any wetlands or waters of the U.S. Based on the 2007 site visits, a review of USGS Quadrangles, and previous ERO field visits, ERO determined the following: Rabbit Brush Compressor Station • The proposed site was staked at the time of the April 2007 site visit. • No wetlands or waters of the U.S. subject to Corps jurisdiction under Section 404 of the CWA occur on the site. Webster -Hill Compressor Station • The corners of the proposed site were staked at the time of the February 2007 site visit. • No wetlands or waters of the U.S. subject to Corps jurisdiction under Section 404 of the CWA occur on the site. • An isolated small stock pond that serves as a detention basin for runoff and sediment from a nearby road occurs on the site. This small stock pond does not have a defined outlet and lacks a connection to any waters of the U.S. Mr. Michael Gardner Page 2 Williams Production RMT April 4, 2007 • The stock pond occurs at the head of a gulch that is not a water of the U.S. The gulch lacks a streambed, the bottom is dominated by upland vegetation common to the adjacent areas (e.g., sagebrush), and lacks an ordinary high water mark (OHWM). Drainages along Bargath Pipeline (west of Webster -Hill) • The 24 -inch Bargath Pipeline crosses five potentially jurisdictional drainages (Figure 1). • The five jurisdictional drainages were assessed on site on February 13, 2007 and April 4, 2007. The drainages were determined to be jurisdictional waters of the U.S. because each have defined streambeds, OHWM, and surface connections to the Colorado River. • Balzac Gulch (shown as Drainage 4 on Figure 1) was assessed. Balzac Gulch is a water of the U.S. because of its defined streambed and OHWM and has a surface connection to the Colorado River. The proposed pipeline crossing of Balzac Gulch was not accessible; therefore, it was assumed that Balzac Gulch would have similar characteristics at the proposed pipeline crossing. • Two unnamed tributaries immediately west of the proposed Webster -Hill compressor station were reviewed. These tributaries are isolated, end in ponds north of Interstate 70, do not have a surface connection to the Colorado River, and are not depicted on the USGS quadrangle. Figure 1 illustrates numbered locations of each stream crossing relative to the proposed 24 -inch Bargath pipeline. Table 1 lists each stream crossing and corresponds by number with crossings illustrated in Figure 1. 404 Permitting New nationwide permits are effective as of March 19, 2007 (FR 72, No. 47, 3-12- 07); and are available at: http://www.hq.usace.army.mil/cepa/releases/nwpermits.htm. National changes proposed for NWP 12 for utility line crossings were not implemented under the new regulations; however, regional conditions for the State of Colorado, including changes to NWP 12, have been proposed. Currently, NWP 12 does not require a pre -construction notification (PCN) for pipeline crossings that do not result in the loss of greater than 1/2 acre of wetlands or waters of the U.S., pipelines that do not involve mechanized land clearing of a forested wetland; pipelines that are less than 500 feet in length in waters of the U.S., pipelines that result in the permanent loss of less than 1/10 acre of wetlands, or pipelines that do not run parallel to a streambed. However, under the proposed regional conditions, pipelines that cross perennial streams or wetlands will require a PCN prior to any construction activities. ERO believes that construction of the 24 -inch Bargath pipeline is authorized under NWP 12 and will not require submittal of a PCN to the Corps according to current Mr. Michael Gardner Williams Production RMT Page 3 April 4, 2007 Corps regulations. A letter documenting justification for authorization under NWP 12 has been attached. If you have any questions concerning this project, please feel free to call. Sincerely, Clint Henke Natural Resource Specialist Attachments Mr. Michael Gardner Williams Production RMT Table 1. Drainage crossings or 24 -inch Bargath nioelin Page 4 April 4, 2007 ERO Site ID Williams Proposed Component Date Reviewed Water Type Estimated Drainage Width (feet) Drainage Involved in Activity Activity Type Surface Connection to WUS? Name of Drainage it Connects to? 1,2 24 -inch Gathering Pipeline 2/13/07 Ephemeral 1.0 Unnamed Pipeline Y Colorado River 3 24 -inch Gathering Pipeline 2/13/07 Ephemeral 1.0 Unnamed Pipeline Y Colorado River 4 24 -inch Gathering Pipeline 2/13/07 Intermittent 2.0 Balzac Gulch Pipeline Y Colorado River 5 24 -inch Gathering Pipeline 2/13/07 Ephemeral 2.0 Unnamed Pipeline y Colorado River �1 �bbfi3ros� C. S _ �Pe 2.0o30103 ig6•'i`e--) Willta s. January 3, 2007 Mr. Roland Hea Colorado Department of Public Health and Environment Air Pollution Control Division, APCD-SSP-B l 4300 Cherry Creek Drive South Denver, CO 80246-1530 Re: Rabbit Brush Compressor Station Revised APENs/Draft Permit Dear Mr. Hea: EXPLORATION & PRODUCTION Tower 3, Suite 1000 1515 Arapahoe Street Denver, CO 80202 303/572-3900 303/629-8282 fax Williams is submitting several revised APENs for the proposed engines at the Rabbit Brush Compressor Station. The original permit application for this facility was delivered to CDPHE in late October 2006. Based on the need for greater operational flexibility, Williams requests that the NO. emission factor for the proposed Caterpillar G3612 TALE- 130 engines is increased from 0.7 g/hp-hr to 1.0 g/hp-hr. In addition, the proposed 1,053 hp generator engine to provide backup electric power to this facility is now slated to be a 63516 TA -130 rich -burn engine, equipped with a 3 -way catalyst for controlling NOx, CO and VOC emissions. The generator engine was incorrectly listed as lean -burn unit in the original application submittal. This rich -bum generator engine will be subject to 40 CFR Part 64 Compliance Assurance Monitoring (CAM) and will follow the proposed CAM plan attached with this letter to verify that the controls are operating properly. Revised facility -wide emission calculations are attached along with the revised engine APENs. These should replace the original APENs submitted for the proposed engines at the Rabbit Brush Compressor Station. Williams has also attached a proposed draft permit summary to help facilitate CDPHE review and response to this application. If you have any questions related to this submittal please call me at (303) 606-4246 or Rick Matar at (303) 606-4366. Sincerely Williams Production RMT Company w Dirk Wo d Senior Air Quality Specialist Attachments: Revised APENs/Draft Permits/CAM Plan STANDARD DORM 379 fint106) Prue/that by DOWSDAIDOT P.L. 96487 awl Rdaxi Register Notice 3-22.95 APPLICATION FOR TRANSPORTATION AND UTILITY SYSTEMS AND FACILITIES ON FEDERAL LANDS FORM APPROVED OMB NO. 1004-0189 Expire: November 30, 2008 NOTE: Belbre completing and filing the application, the applicant should completely review this peel age and schedule a prcapplicadon meeting with representatives of the agency tasparsible for processing the applienham Each may have specific and unique requirements to be met in preparing and processing the application. Many times, wf the help of the agency representative, the application can be completed at the preapplicadon meeting FOR AGENCY USE ONLY Application Number Date filed 1. Name and address of applicant (include zip code) Dnrgath Inc. do Williams Production RMT, 1058 County Road 215, Parachute, CO 81635 Atm: Sandy Dotard 2. Name, tide, and address of authorized agent if differa from hem 1(mc(oderip rode) DargathInn doWilliams Prod. :RMT, 4289C -R. 215, Parachute, CO 81635 Atari Tom Fiore TELEPHONE(area rode) A)plkoal S. Dotard 970-683-2288 Authorized Agent T. Fiore 970-263-2743 4. As applicant are you? (check ane) c. d. c. f. Individual Corporation* Partnership/Association* State Government/StaleAgency Local Government Fedcml Agency ' if check d complete supplemental page . Specify what application is for. (check one) a h c. 2 Nev authorization II Renewing airing authorization No. Amend existing authorization No. d. II Assign Writing authorization No. e. Fairing use for which no authorization has been received* f. Other* *If checked provide derails under limn 7 6. If an indiv dual, or pannership are you a citizen(s) of rhe United States? 0 Yes ID No 7. Project description (describe in detail): (a) Type of system or facility, (e.g., canal, pipeline, road); (b) related sanctums and facilities; (c) physical specifications (length, w dr, grading. etc ): (d) tens of yeas needed; (e) time: of year of use or operation; (n Volume or amount of product to be transported; (8) domain and timing of conedcuon; and (6) temporary work areas needed for construction (Attach additional sheers, if additional space is needed) a) Project Description: See attached Plna of Development (POD) Sections 1, 2, 3. and 4 for complete description, Project will be a 24" diameter natural gas gathering burled pipeline system; b) no related7aduItiea; c) Physical spe ifleadom: 1.46 miles of 24.000" OD buried pipeline on Federal lands, Permanent and temporary construction ROW a150.0' and 75.0', respecthely; d) Tesco of years needed; 30 years; e) Time of year use or operations year round operation; 8) Volume or amount of product to be transported:. will vary lkrcugh life of project from 500mmrfdto900mmdd;g)Duration and *ohm ofcas*nredoar Coonirutdiontobegin about July 15,2007and take 90calendar days to complete; b) Temporary work areas for construction: needed staging and extra workspace areas adjoining pipeline will be ideatifled and applied for under a temporary use permit (TUP) application at later dale. 8. Attach a map covering area and show location d project proposal 9. State or local government approval: DAttached JJAppbied for 0 Not required 10. Nonreturnable application fee. DAuaehed ❑No required 11. Docs project cross international boundary or affect international waterways? 0Yct DNo (If)ee," Weak on map) 12. Give statement dyour technical and financial capability to conutuo, operate, maintain, and laminate system for which audhorizarian is being requested. Bargath, bur. (Bargathds a wholly owned subsidiary of Williams Production RMT, and is a major natural gas and other energy produdng, gathering, processing and transportation entity on both regional and asthma! areae of operations. Sufficient technical resources and fmuaetal assets are held by Bargath to successfully canstrael, operate and laminate the project. Only trained, eetdllled, esperienred, sIdUed and technically competent firms and iadblduals will be employed in the dealgn, construction, operation and other aspects attire project throughout its life (Continued on page 2) Thio form k authorized for lord reproduction 13a Describe other reasonable alternative routes and modes considered. A pipeline Is the only practical method of transporting natural gas. Routes to the south of Interstate 70 avoiding Federal lands were studied in depth. Tight congestion of existing multiple pipelines and other utilities, interstate 70, Highway 06, the Union Pacific Railroad and the Colorado River into a narrow bead of land prevent Nrthcr development of that alternate. . h Why were these alternatives not selected'/ See above, c. Give explanation as to why it is necessary to crow Federal Lends All other routes are taken for existing uses or have difficult and prohibitive terrain character, 14. List authonzadons and pending applications tiled for similar projects which may provide information to the authorizing agency. (Spectjj'numbee date, code, or name) None 15. Provide statement of need for project, including the economic feasibility and items such as: (a) Bost of proposal (conserucdan, operafian, and mainlenance)t (b) estimated cost of next best alternative; and (c) expected public benefits, a) Cost of construction at $14 million, annus[ operation and maintenance at $250,000 per year, b) No alternate hasbeen considered or. developed; c) This protect will move field production natural gas to points of processing and connection hubs with the national gas transmission systems. This will provide for continued and Increased supply of natural gas for public use and benefit. 16. Describe probable effects on the population in the area, including the social and economic aspects, and the rand lifestyles. A detailed assessment and report of probable effects on population, solo] and economic factors and rural lifestyle will be presented In. an Environmental Assessment report (by Westwater.Engineering) prepared la conjunction with this project application. 17. Describe likely environmcnml effects that the proposed project will have on: (a) air quality; (b) visual impact; (c) surface and ground water quality and. quantity; (d the control or structural change on any stream or other body of water, (c) existing noise levels; and (f) the surface of the land, including vegetation,. permafrost, sail, and soil stability. A detailed assessment and report of probable effects on air quality, visual impact; surface and ground water, streams and water bodies, noise levels, surface impacts will be presented in an Environmental Assessment repot/ prepared In conjunction with this project application.. 18. Describe the probable effects that the proposed project will have on (a) populations of fish, plantiife, wildlife, and marine life, including threatened and endangered species; and (b) marine mammals, including hunting, capturing, collecting, or killing these animals. A detailed assessment and report of probable effects on fisb,plants, wildlife, marine life, T & E species and marine ruammnls will be presented In an Environmental Assessment report prepared in conjunction with this project application. 19. State whether any hamrdous material, as defined in this paragraph, will bethe used, produced, transported or stored on or within ri 1-oGway or any of die right-of-way facilities, or used in the construction, operation, maintenance or termination ofde right-of-way or any of its facilities, ous material" means any substance, pollutant or contaminant that is listed as hazardous under the Comprehensive Environmentalonse,Compensation, and Liability Act of 1980,amended,42U.SC. 9601 et seq., and its regulations. The definition of hazardous substances under CERCLA inchas es any "hazardous waste as defined in the Resource Conservation and Recovery Act of 1976(RCRA), as amended, 42 U.S.C. 9601 et sect, and its regulations. The lam hazardous materials also includes any nuclear or byproduct material as defined by the Atomic Energy Act of 1954, as amended, 42 U.S.C. 2011 et sect The term does not include petroleum ncluding crude oil or any &action thereof that is not odienvise specifically listed or designated es a hazardous substance under CERCLA Section 101(14), 42 U.S.C. 960 (14), nor does the term include natural gas No twee substances are proposed for use In connection with contraction and operations. See Industrial Wastes and Toxic Substances dismission In POD Section 6 for more information 20. Name all the Depanmenl(s)Agcncy(ies) where this application is being filed. US DOI, BLM, Glenwood Springs Field Office 1 HEREBY CERTIFY, That 1 am of legs age and authorized to do business in the State and that I have personalty examined the information contained in the application and believe that the information submitted is correc to the best of my knowle se. Sig natoeofApplicmlrYJ tP etC , �( to 3—+J Title I8, U.S.C. Section 1001 and Tit a 43 U.S C Section 1212, make it a crime for any person knowingly and willfully to make to any department or agency of the United States any false, fictitious, or fraudulent statements of representations as to any matter within injorisdicdon. (Continued on page 3 ) (SF -299, page 2) APPLICATION FOR TRANSPORTATIONAND U1IUTY SYSTEMS AND FACIUTIESON FEDERAL LANDS GENERAL INFORMATION ALASKA NATIONAL INTEREST LANDS This application will be used when applying for a right-of-way, permit, license, lease, or certificate for the use. of Federal lands which lie within conservation system units and National Recreation or Conservation Areas as defined in the Alaska National Interest Lands Conservation Act. Conservation system units include the National Park System, Nadonat WildlifeRealeSystem, National Wild and Scenic Rivers System, National Trails System, National Wilderness Preservation System, and Notional Forest Monuments. Transportation and utility systems and facility uses for which the applicationmay be used am: 1. Canals, ditches, flumes, laterals, pipes, pipelines, tunnels, and other systems for the transportation of water. 2. Pipelines and other systems for the transportationof liquids other than water, including oil, natural gas, synthetic liquid and gaseous Awls, and any refined ptoductproduced therefrom. 3: Pipelines, slurry and emulsion systems, and conveyor belts for transportation of solid materials. 4. Systems for the transmission and distribution of energy. 5: Systems for transmission or reception of radio, television, telephone, telegraph, and other electroma signals, and other means of communications. 6. Improved rights-of-way for snow machines, air cushion vehicles, and all -terrain vehicles. 7. Roads, highways, railroads, tunnels, tramways, airports, landing strips, docks, and other systems of general transportation. This applicationmust be Bled simultaneously with each Federal department or agency requiring authorization to establish and operate your proposal. In Alaska, the followir5 agencies will help the applicant file an application and identify ti; other agencies the applicant should contact and possibly file with: Department of Agriculture Regional Forester, Forest Service (USFS) Federal Office Building, P.O. Box 21628 Juneau, Alaska 99802-1628 Telephone: (907) 586-7847 (ora local Forest Service Office) Department of the Interior Bureau of Indian Affairs (BBA) Juneau Area Office 9109 Mendenhall Mall Road, Suite 5, Federal Building Annex Juneau, Alaska 99802 Telephone: (907)586.7177 Bureau of Land Management (BLM) 222 West 7th Ave, Box 13 Anchorage, Alaska 99513-7599 Telephone: (907) 271-5477 (ora local 8Lbl Office) National Park Service (NPS) Alaska Regional Office, 2525 Oambell St., Rin 107 Anchorage, Alaska 99503-2892 Telephone: (907) 257.2585 U.S.Fish &Wildlife Service (FWS) Office of the Regional Director 1011 East Tudor Road Anchorage, Alaska 99503 Telephone: (907)786-3440 Note -Filings with any interior agency may be filed with any office noted above or with the: Office of the Secretary of the Interior, Regional Environmental Officer, Box 120, 1675 C Street, Anchorage, Alaska 99513. or seep ementa , see page Department of Transportation. Federal Aviation Administration Alaska Region AAL- 4,222 West 7th Ave, Box 14 Anchorage, Alaska 99513.7587 Telephone•. (907)271-5285 NOTE. The Department of Transportation has established the above central filing point for agencies within that Department. Affected Aviation Administration (FAA), Coast Guard (USCG), Federal Highway Administration (FHWA), Federal Railroad Administration (FRA).. OTHER THAN ALASKA NATIONAL INTEREST LANDS Used this form isnot limited to National Interest Conservation Lands of Alashn, Individual departments/agencies may authorize the use of this form by applicants for transportation and utility systems and facilities on other Federal lands outside those areas desenited above. For proposals located outside of Alaska, applications will be filed at the. local agency office or at a location specified IT the responsible Federal agency SPECIFIC INSTRUCTIONS (hems not lived are seff-explanatory) Rem 7 Attach preliminary site.. and facility construction plans. The responsible agency will provide instructions whenever specific plans am required 8 Generally, the map must show the section(s), township(s), and rangeswithin which the project is to be located. Show the proposed location of the project on the map asaccurately as possible. Some agencies require detailed survey maps. The responsible agency will provide additional instructions. 9, 10, and12 - The responsible agency will provideadditional instructions. 13 Providing information on allemate mums and motes in as much detail as possible, discussing why certain mutes ores were rejected and why it is neoessaryto cross Federal lands will assist de res) in processing your application and reaching a final decision. Include only reasonable alternate routes and nodes as related to cuneot technology and economics 14 The responsible agency will provide instructions. 15 Generally, a simple statement of the purpose of the proposal will be sufficient. However, major proposals located m critical or sensitive areas may require a fids analysis with additional specific information. The responsible agency will provide additional instructions. 16 tlnouah 19 - Providing this Information in as mudi detail as possible will assist the Federal ageney(ies) in processing the application and reaching a decision. When completing these items, you should use a sound judgment in furnishing relevant information. For example, if the project Is not near n stream or other body of water, do not addicts this subject, The responsible agency will provide additional instructions. Application must be signed by the applicant or applicant's authorized representative. If additional space is needed to complete any item, please put the information on a serrate sheet of paper and identify it as "Continuation of item . (SF -299, page 3) SUPPLEMENTAL NOTE The responsible agency(ies) will provide additional instructions OIEC 8 APPROPRIATE I - PRIVATE CORPORATIONS ATTACHED RI -ED a. Articles of)ncorporation 1 1 It Corporation Bylaws• ❑ c. A cerrifrcallon flom the State showing the corporation is in good standing and is entitled to operate within the State. ❑ a d. Copy of resoludon authorizing filing . . c. Tho name and address (leach shareholder owning 3 percent or mace of the shares, together withthe number and percentage of any class of voting shares of the entity which such shareholder is autboriad to vote end the name and address of cash affiliate of the entity together with, in the can of an affiliate controlled by the entity, the number of sham enddte percentage of any class of voting stock of that affiliate owned, directly or indirectly, by On entity, and in the ease of an affiliate which COMMIS that entity, the number of SWIMS and the percentage of any class of voting stock of that entity owned,diretfy or indirectly, by the affiliate.. ❑ c If application is for an oil or gas pipeline, describe any related rightof--way or temponuy use permit applications, and identify previous applications g If application is for an oil and gas pipeline Identify all Federal lands by agency impacted by proposal . ■ 11- PUBLIC CORPORATIONS a Copy of taw fomdng corporation III II b. Roof of organization ❑ 1 c. Copy of Bylmvs MI . d. Copy of resolution authorizing filing 1 1 c. if application is for an oil or gas pipeline, provide information required by Item "1-f" and 't -g" above. IU- PARTNERSHIP OR OTHER UNINCORFORATEDENITTY a. Articles of association, if any 0 0 b. If one partner is authorized to sign, resolution authorizing action isis . c. Nang and address of each participant, porter, association, or other 1 1 d. If application is for an oil or gas pipeline, provide information required by Item .1-r. and "1-g" abovo. ❑ • !fin required information is already filed with the agency processing this application and is current, check block entitled "Filed. Provide tho filo identification information (e.g, number, date, code, name). If not on file or current, attach the requested information. (Continued on page 5) (SF -299, page 4) NOTICES NOTE: This applies to the Department of the Interior/Bureau of Land Management (BLM). The Privacy Mt of 1974 provides that you be famished with the following information in connection with the information provided by this application for an authorization. AUTHORITY: 16 U.S.C. 310 and 5 U.S.C. 301. PRINCIPAL PURPOSE: The primary uses of the records axe to facilitate the (1) processing of' claims or applications; (2) recordation of adjudicative actions; and (3) indexing of documentation in case files supporting administrative actions. ROUTINE USES: BLM and the Department of the interior (DOI) may disclose your information on this form: (1) to appropriate Federal agencies when concurrence or supporting information is required prior to granting or acquiring a right or interest in lands or resources; (2) to members or the public who have a need for the information that is maintained by BLM for public record; (3) to the U.S. Department of Justice, court, or other adjudicative body when DOI determines the information is necessary and relevant to litigation; (4) to appropriate Federal, State, local, or foreign agencies responsible for investigating, prosecuting violation, enforcing, or implementing this statute, regulation, or order, and (5) to a congressional office when you request the assistance of the Member of Congress in writing EFFECT OF NOT PROVIDING THE INFORMATION: Disclosing this information is necessary to receive or maintain a benefit. Not disclosing it may result in rejecting the application. The Paperwork Reduction Act of 1995 requires us to inform you that The Federal agencies collect this information from applicants requesting right-of-way, permit, license, lease, or certifications for the use of Federal Lands; Federal agencies use this information to evaluate your proposal. No Federal agency may request or sponsor and you are not required to respond to a request for information which does not contain a curenty valid OMB Control Number. BURDEN HOURS STATEMENT: The public burden for this form is estimated at 25 hours per response including the time for reviewing instructions, gathering and maintaining data, and completing and reviewing the form. Direct comments regarding the burden estimate or any other aspect of this form to: U.S. Department of the Interior, Bureau of Land Management (1004-0189), Bureau Information Collection Clearance Officer (WO -630) 1849 C Street, N.W., Mail Stop 401 LS, Washington, D.C. 20240. A reproducible copy of this fora may be obtained from the Bureau of Land Management, Land and Realty Group, 1620 L Street, N.W., Rm. 1000 LS, Washington, D.C. 20036. (SF — 299, page 5) Last Revised 1/12/07 PLAN OF DEVELOPMENT SUPPLEMENT TO SF -299 APPLICATION FOR TRANSPORTATION AND UTILITY SYSTEMS AND FACILITIES ON FEDERAL LANDS FOR 24" BARGATH GATHERING PIPELINE SYSTEM GARFIELD COUNTY, COLORADO Submitted By Bargath Inc. Parachute, Colorado Prepared By D. R. Griffin & Associates, Inc. Professional Engineers & Land Surveyors Rock Springs, Wyoming January 15, 2007 Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 1 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 TABLE OF CONTENTS Section Topic Page 1. Purpose and Need 2 2. Right -of -Way Location 4 3. Facility Design Factors 5 4. Government Agencies Involved 7 5. Construction of the Facilities 8 6. Resource Values and Environmental Concerns 22 7. Stabilization and Reclamation 23 8. Operation and Maintenance 23 9. Termination and Restoration 24 10. Appendices A. POD Location Maps B. Table Preliminary Ownership List & Surface Impact Summary C. Table of Access Roads on Federal Lands D. Typical Drawings 1.0 PURPOSE AND NEED Introduction - This Plan of Development (POD) was prepared in support of Bargath, Inc.'s (Bargath) SF -299 Application for Transportation and Utility Systems and Facilities on Federal Lands submittal to the Bureau of Land Management (BLM) to obtain right-of-way grants and to construct a natural gas pipeline gathering system consisting of about 7,699 feet of new 24 -inch -diameter pipeline and ancillary facilities in Garfield County, Colorado. Bargath is a gathering pipeline operating company, a wholly-owned subsidiary of Williams Production RMT Company (WPRMT). The format, outline and content of this POD follow the guidelines established by the BLM as presented in the pamphlet Obtaining A Right -Of -Way On Public Lands, Bureau of Land Management, Land & Realty, April 3, 2006 (http:// www.blm.gov/ nhp/ what/ lands/ realty/ ObtainingaROWPamphlet.pdf). Pilitabt Description The proposed gattiefing S st m ii l� o e�ct the outleti four eSusting and ane new field s compressor tatlo recently constructed 30 inch diameter gathering Pipeline) The trunk of� the gathering system wl)( be a 2 �r c i �dianieter ipe Gathering system jumper lines connecting four compres t"Pk line will be 12,inch diameter pipe, The ei)isflri gathered natural gas about=$ miles _td f g processing and eventual transportation on'.other pi i ine systa is,for customer use. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 2 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 Ancillary facilities to be installed at the ends and along the pipelines include future pig launcher and receiver assemblies, tie-in piping and valve assemblies four pipeline and compressor station connections, side valve tee and blow off assemblies for connection of jumper lines to the trunk line and line drip assemblies for periodic removal of accumulated water and condensate liquids. Other miscellaneous items to be installed include line markers, cathodic protection wire leads and cathodic protection current rectifier stations or sacrificial anodes. Pipeline construction will primarily consist of typical trench and bury installation methods. At special road, irrigation ditch and other crossings, alternate installation methods including directional drilling, horizontal boring, flumed ditch and other methods will likely be used. Pipeline Right-of-way Length and Widths - About 7,699 lineal feet (1.46 miles) of 24 -inch pipeline will be on Federal lands. The requested permanent right-of-way width for the pipeline is 50 feet being situated 25 feet left and 25 feet right on either side of the pipeline centerline. A temporary right-of-way width of 75 feet total (25 feet additional over the permanent right-of-way width) is requested for construction purposes. The construction right-of-way will be situated 25 feet on one side (spoil side) and 50 feet on the other side (working side) of the pipeline centerline. The orientation of the spoil side and working side will vary left to right and right to left depending upon the pipelines proximity to existing parallel pipelines, other encroachments and terrain factors encountered along the pipeline route. Additional temporary extra workspace and staging areas beyond the 75 foot temporary construction work space will be needed at select locations along the pipeline routes. These areas are needed for road and drainage crossings, vehicle maneuvering area for sharp bends, top and bottom of steep terrain ascent sections, side hill bi-level construction segments, fabricated facility installation sites, equipment and material storage locations, begin and end pipeline staging areas and staging areas at major points of project access. These extra workspace and staging areas have not been currently identified. Prior to construction, such areas will be identified, mapped and summarized. This information will be submitted to the BLM in a temporary use permit application (TUP) for consideration and approval. Typically, the project area utilized for extra workspace and staging areas amounts to about 9% of the total disturbed acreage on a pipeline project. A 9% amount for extra workspace and staging areas has been included in the surface impact summary presented in Appendix B of this POD. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 3 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 Project Need - The product carried by the pipeline system will be field grade semi -wet natural gas. The pipeline system will be a non -jurisdictional, non- regulated high pressure gathering system moving gathered natural gas from field compressors towards a centralized gas processing plant. In recent time, gas well drilling, development and production has expanded significantly in the Parachute and Rifle regions of Colorado. Existing Bargath pipeline and other gathering facilities are unable to adequately gather and transport the quantities of natural gas demanded both presently and in the future. This project will provide added pipeline system size and operating pressure to efficiently move larger quantities of natural gas from field to market for public use and benefit. 2.0 RIGHT-OF-WAY LOCATION 24 -inch Trunk Line - The 24 -inch pipeline first enters Federal lands (U.S. Naval 00 Shale Reserve) at south line of NW 1/4 SW'/ Section 25 T6S R95W. The 24 - inch pipeline exits Federal lands (BLM) at the south line of S''/2 NW'/ Section 20 T6S R95W. Kroiii MP 2A2 to MP 5:11, ow ershlp'alternates°be gen .CJJSNOSI BLM and'fee lands eleven;(11) times. The total length of Federal lands crossed is about 7,699 lineal feet or 1.46 miles. Maps — An overall map at 1" = 5,280' and detail maps at 1" = 2,000" with USGS topographic map base are provided in Appendix A. These maps show the project vicinity, pipeline routes, facility locations, ownership parcels, individual ownership crossing lengths for the 24 -inch trunk line and related information. Land Status — Appendix B is a table of "Preliminary Ownership and Surface Impact Summary" for the project. This table presents the following information: • ROW # - Sequential list of ownership parcels crossed by the pipelines. • Legal Location of each crossed parcel by township, range, section and sectional part. • Apparent owner name for each parcel. • Length of parcel crossing. • Permanent ROW acreage per parcel at 50 foot ROW width. • Total construction ROW acreage for each parcel at 75 foot total width. • Extra workspace estimate acreage for each parcel at 9% of total. • Total surface impact acreage for each parcel • Subtotals and totals of the above for each ownership, 24 -in trunk line and each 12 -inch jumper line. A summary of the Appendix B table is shown below: Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 4 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 3.0 FACILITY DESIGN FACTORS The design and construction of the pipeline system will be in accordance with applicable regulations, recognized industry codes and the normal and customary practice for this type of facility. These regulations and codes include the latest accepted editions of 49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards and ASME B31.8 Gas Transmission and Distribution Piping Systems. Maximum operating pressure, pipe material specifications, basic construction requirements and other such design factors for the project are listed below: Design maximum operating pressure: Summary ROW Length and Acreage Totals For Federal Lands 24" Trunk Line 24" Bargath Ga hering Pipeline Project Bargath Inc. Company Owner 24.000" OD x 0.286" WT x API -5L X-70 (or) 24.000" OD x 0.312" WT x API -5L X-65 (or) 24.000" OD x 0.375" WT x API -5L X-56 12.750" OD x 0.281 WT x API -5L X-42 (or) 12.750" OD x 0.375" WT API -5L Grade B Length LF Permanent ROW 50' Acres Construction ROW 75' ACRES Extra Workspace at 9% Total Acres Total Surface Area Acres Federal Lands 7,699 8.84 13.26 1.31 14.57 3.0 FACILITY DESIGN FACTORS The design and construction of the pipeline system will be in accordance with applicable regulations, recognized industry codes and the normal and customary practice for this type of facility. These regulations and codes include the latest accepted editions of 49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards and ASME B31.8 Gas Transmission and Distribution Piping Systems. Maximum operating pressure, pipe material specifications, basic construction requirements and other such design factors for the project are listed below: Design maximum operating pressure: 1,200 psig Project line pipe, F = 0.72 24.000" OD x 0.286" WT x API -5L X-70 (or) 24.000" OD x 0.312" WT x API -5L X-65 (or) 24.000" OD x 0.375" WT x API -5L X-56 12.750" OD x 0.281 WT x API -5L X-42 (or) 12.750" OD x 0.375" WT API -5L Grade B Project line pipe, F = 0.60 road crossings: 24.000" OD x 0.375" WT x API -5L X-70 12.750" OD x 0.375" WT x API -5L X-52 Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 5 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 Project line pipe, F = 0.60 fabricated assemblies: 24.000 " OD x 0.344" WT x API -5L X-70 (or) 24.000 " OD x 0.375" WT x API -5L X-65 (or) 24.000" OD x 0.375" WT x API -5L X-70 12.750" x 0.281" WT x API -5L X-46 (or) 12.750" x 0.312" WT x API -5L X-42 (Or) 12.750" x 0.375" WT x API -5L Grade 6 Valve and flange rating: ANSI Class 600 Pipe coating, typical installation: Nominal 15 mil thin film -fusion bonded epoxy factory applied (TF-FBE). Pipe coating, road bore rough handling installation: Abrasion resistant overlay (ARO) nominal 45 mil over nominal 8 mil TF-FBE. Pipe coating, fabricated assembly installation: Bare metal pipe provided for fabrication. Below grade installation primer coated and tape wrapped. Above grade installation spray painted with epoxy based paint. Minimum pipe cover in trench: 1'-6" for rock areas 2'-6" for general areas 4'-0" for cultivated and industrial activity areas 5'-0" for road crossings 7'-0" for drainage and canal crossings Trench dimensions: Width: Pipe OD + 1'-2" minimum Pipe OD + 3'-0" Maximum Depth: Min Cover + Pipe OD + 0'-6" NOTE: for trenches greater than 5'-0" total depth, conditions shall be inspected by a qualified person and appropriate slope stability measures implemented as required for safety. This may include sloping, shoring and bracing trench walls as directed by the qualified person. Pipeline product: Field grade semi -wet natural qas, flammable, non-toxic. Operating temperature: Nominal 60° F, Typical range 40°F to 90°F, Maximum design temperature coatings 120°F Maximum design temperature pipe, valves & fittings 250°F S'ze and width of permanent and construction rights-of-way, extra workspace, staging sites and other temporary areas are discussed in Section 2 above. Locations not included in the permanent right-of-way (50 foot width) and temporary construction total width (75 foot width) will be identified, mapped and tabulated prior to construction. Locations on Federal Lands will be listed and applied for in a temporary use permit application. The TUP application will be submitted and approved prior to construction. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 6 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 4.0 GOVERNMENT AGENCIES INVOLVED The proposed project will be constructed and operated as an intrastate upstream gathering pipeline for the sole transport of WPRMT products. The project is located in a Class 1 area (as defined by 49 CFR 192.5) and upstream of any gas processing plant. Accordingly, the project will be non -jurisdictional and not under the rule of the Federal Energy Regulatory Commission. Likewise, the project is non -regulatory (as defined by 49 CFR 192.1) and not under the authority of the U.S. Department of Transportation Office of Pipeline Safety or the Gas Pipeline Safety Division of the Colorado Public Utilities Commission. Although being non - jurisdictional and non-regulated, the pipeline will be designed, constructed and operated in accordance with the USDOT regulations and ASME codes previously cited. Construction and operation of the project will, however, comply with Colorado Revised Statutes CRS 9-1.5-105 pertaining to gas pipeline operator participation and compliance with the Utilities Notification Center of Colorado Notification Association. The project crosses properties listed in the Garfield County Recorder and Assessor Offices as being owned by the U.S. Naval Oil Shale Reserve and the Bureau of Land Management. Unless otherwise informed, it is understood that all right-of-way grants and temporary use permits for Federal lands (both USNOSR and BLM) will be under mandate of the Bureau of Land Management. The project is situated entirely within Garfield County, Colorado, and will accordingly require permits and approvals from appropriate departments of that county. These include: • Utility road crossing or encroachment license, Garfield County Road & Bridge Department. • Pipeline Development Plan Permit, Garfield County Building & Planning Department. All drainages crossed by the project are intermittent streams or ephemeral "dry - washes" and are not considered "Waters of the United States." Applications for utility stream crossing permits to the U.S. Army Corps of Engineers under 33 CFR 325 will not be required for the project. Permits from the State of Colorado may be needed for acquisition of water for project use and for the disposal of hydrostatic test water and accumulated storm water discharge. The horizontal directional drill crossing of Interstate 70 and Highway #6 will require state permitting. The permits and Colorado agencies involved include: Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 7 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 • Surface water or well water appropriation, Colorado Department of Natural Resources, Division of Water Resources. • Construction Activity Storm Water Discharge with Storm Water Management Plan, Colorado Department of Health, Water Quality Control Division. • Construction Dewatering Wastewater Discharge, Colorado Department of Health, Water Quality Control Division. • Utility road crossing or encroachment license, Colorado Department of Transportation. 5.0 CONSTRUCTION OF THE FACILITIES Proiect Survey And Pre -construction Staking - Prior to the construction of the proposed project, numerous pre -construction activities will be completed. These activities include, but are not necessarily limited to, land surveying, selection of final pipeline alignment and facility locations, coordination with land owners and other affected interests, coordination with users of existing utility corridors, procurement of ROW, acquisition of permits, finalization of engineering design, procurement of materials, and selection of construction contractors. Additional surveys will be conducted for construction staking purposes. Permission will be obtained, as necessary, prior to entering a property to conduct a survey. Pre -construction staking designates the centerline and outside ROW boundaries. These and the extra construction widths will be staked and flagged at 200 -foot nominal intervals or at other appropriate spacing required by conditions. Known existing utility locations will be flagged where the pipeline parallels or crosses existing utility corridors to avoid damage and disturbance. Additional staking will be provided as needed at meter stations, pigging facilities, side valves and other appurtenant facilities. The limits for all construction staging areas and the location of access road entry points will be suitably staked and flagged. Proiect Drawings, Engineering Specifications And Standards - Project drawings to be prepared for the work will include the following: • Pipeline alignment sheets • Mechanical flow diagram • Fabrication drawings • Crossing and permit drawings • Construction and environmental detail sheets • Other special detail drawings as needed. Documents to describe and detail the work will include the following: Plan of Development 24" Bargath Gathering Pi Williams Production RMT Co. Page 8 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 • Pipeline Construction Contract • Information and Notice To Bidders • Attachment A — Specification for Pipeline Construction • Attachment B — Supplemental Specification for Pipeline Construction including Project Description, Scope Of Work And Special Provisions. • Attachment C — Materials Provided by Owner • Attachment D — Contract Price Schedule • Attachment D-1 Contract Price Schedule Description including payment item description and exclusions, basis of payment and method of measurement. The controlling standards for the design and construction of the work will be the U.S. Department of Transportation Pipeline Safety Regulations 49 CFR 192 Transportation of Natural Gas and Other Gas by Pipeline: Minimum Federal Safety Standards. Where 49 CFR 192 does not address particular design, construction or operation requirements necessary for the work, the provisions of American Society of Mechanical Engineers ASME Code B31.8 Gas Transmission and Distribution System Piping System will be incorporated into the work. Other applicable codes, regulations and standards will be applied to the work when referenced by the controlling 49 CFR 192 regulations and ASME B31.8 Code and as otherwise determined by the normal and customary standard of practice for this type and nature of work. The provisions of any permit or license issued by controlling agencies providing a required approval for the project will also be considered a controlling standard for the project. Construction Schedule, Manpower and Equipment - Construction will begin upon the receipt of the necessary agency approvals and permits, acquisition of ROW grants from affected landowners, delivery of sufficient quantities of line pipe and other materials to start the work and retention of a qualified, available and economically viable contractor to perform the work. The estimated duration of construction for this project is sixty (60) calendar days. The BLM will be provided required notice in advance of construction start up. Authorized representatives of Bargath, Bargath's construction inspectors, project managers, construction engineers and surveyors and the contractor's supervisor staff shall attend any BLM required pre -construction meeting. The number and types or personnel, vehicles and equipment employed for project construction will increase from a minimum at the beginning of the work, to a maximum about three weeks after start, stay more or less at this peak level until about three weeks from the end of the work and then decrease to a minimum. At the peak level of personnel staffing and equipment deployment, the following types and approximate numbers can be expected: Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 9 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 Descri tion Quantity (Each) Personnel Surveyors 4 Construction Manager 1 Construction Engineer 1 Chief Inspector 1 Inspector/Management Clerical 1 Inspectors 9 X-ray Technicians 4 Construction Supervisor 1 Assistant supervisor 1 Contractor clerical 1 Foremen 2 Equipment Operators 6 Welders 6 Welder Assistants 6 Laborers 15 Truck Drivers 6 TOTAL 65 Vehicles & Equipment 4x4 Pickup & personal cars 40 Dozers 2 Patrol Graders 2 Brush Hog 1 Side Booms 4 Welder Trucks 6 Trucks & Flat Bed Trailer 4 Stringing Trucks 4 Flatbed Trucks 4 Trenching Machine 1 Track Backhoes 2 Wheel Backhoes 2 Horizontal Boring Machine 1 Directional Drill Machine 1 Pipe Bending Machine 1 Dump Truck 1 X-ray Van 2 Air Compressors 2 Water Pumps Dewatering 4 Water Pumps Pressure Test 2 Side Cast Seeder 1 Drill Seeder 1 Office Trailer 2 Equipment Trailer 2 Portable Toilets 4 Personnel and equipment required for a pro'ect of this size, type and nature exist in adequate quantities in the regional area. The equipment and personnel will be staged and lodged in nearby locations to 'nclude but not limited to Parachute, Rifle, Meeker, Craig, Glenwood Springs, De Beque, Grand Junction and points in between. Pipe storage yards, equipment and materials warehousing, contractor Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 10 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 yards and other project use areas will be a pre-existing locations owned by Bargath or other industrial or commercial concerns. Clearing And Grading - Vegetation will be cleared and the construction ROW graded to provide for safe and efficient operation of construction equipment and to provide space for temporary storage of spoil material and salvaged topsoil. In general, the width of the ROW clearings will be kept to a practical minimum to avoid undue disturbance. Brush clearing will be limited to trimming and/or crushing to avoid disturbance of root systems. All brush and other materials that are cleared will be windrowed along the ROW. Where necessary, all brush and other debris cleared will be disposed of in accordance with instructions from the jurisdictional agency or landowner and all applicable laws and regulations. Topsoil removed during the clearing and grading operations will be segregated from subsoils. At a minimum, the first 6 -inches of surface soil would typically be separated. These topsoils will be preserved for subsequent restoration activities on the ROW. Three approaches to topsoil removal are provided in this POD. These include: 1) full ROW width topsoil removal; 2) trench and spoil area only topsoil removal and 3) blade width only topsoil removal. ROW section details of these topsoil removal methods are provided in Appendix D Typical Drawings. The method of topsoil removal to be utilized on the project may vary from location to location. This will depend upon landowner desires, government agency stipulations, conditions encountered on the ground during construction, advisement of any soil & reclamation specialist employed or involved on the work, and the preferences and requirements of the contractor in regard to his adopted plan for successful clearing, grading, restoration, reseeding and reclamation of the project. Grading of the construction area will be performed in order to create a suitable work surface for construction vehicles and heavy equipment. On flat to mildly or moderately sloping terrain, a uniform work surface will be graded across the entire ROW. A bi-level work surface may be necessary in more sloped areas. ROW section details for side hill bi-level construction are shown in Appendix D Typical Drawings. Side hill cuts will be kept to a minimum to ensure resource protection and a safe, stable surface for heavy equipment use. When required by controlling agency or the landowner, construction activities will not be conducted during conditions when the soil on the ROW or access roads are too wet to adequately support construction equipment. In such instances and where construction equipment creates excessively deep ruts, construction activities will be discontinued until soil conditions improve. All survey monuments located within the ROW will be protected during construction activities. Survey monuments include, but are not limited to, General Land Office and BLM Cadastral survey corners, reference corners, Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 11 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 witness points, U.S. Coastal and Geodetic Survey benchmarks and triangulation stations, military control monuments, and recognizable civil survey monuments. In the event of obliteration or disturbance of any of the above, the incident will be duly reported. Where such monuments are obliterated during construction, the services of a registered land surveyor will be employed to restore the monuments in accordance with established procedures. Each such survey would be duly recorded with the appropriate county and other jurisdictional agencies. Trenching - Typical pipe cover, ditch width, depth and similar dimensions are detailed in Section 3.0 Facility Design Factors above. In all instances, pipeline burial depths will be in conformance with the requirements of 49 CFR 192 Pipeline Safety Regulations. Occasionally, the ditch will be excavated to depths greater than the general values specified. Such instances include where the ditch will be excavated to pass beneath railroads, roads, streams, drainages and other obstructions. As a minimum, the ditch will be excavated to a depth to allow a clearance of 24 inches between the project pipeline and other pipelines or underground facilities. Machine excavation will not be performed closer than 5 feet from any existing pipeline, communications cable or other such buried facility encountered in the ROW. Existing pipeline locations will be marked in the field and 48-hour prior notification given to the pipeline or other underground utility operator. Construction methods employed to excavate a trench will vary depending on soils, terrain, and related factors. Self-propelled trenching machines will be used where possible. Conventional mechanical backhoes will be used on steep slope areas, unstable soils, high water table, and where deep or wide trenches are required. Where rock or rock formations are encountered, tractor -mounted mechanical rippers or rock trenching equipment may be used to facilitate excavation. In areas where rippers or trenchers are not practical or sufficient, blasting may be employed. Strict safety precautions will be taken when blasting. Backhoes will then be used to clean the ditch after ripping or blasting. Unless otherwise required and agreed upon, pipeline crossings of non -surfaced, gravel, lightly traveled, and rural roads will be made using open trench "cut and cover" methods with mechanical ditching machine or backhoe. Installation at these locations, including cleanup and restoration of road surfaces, will usually be completed within one day. Provisions will be made to detour or control passage of traffic during the construction. Boring & Drilling - Pipeline crossings at more heavily traveled roads, hard - surface roads, railroads, highways and similar crossings will be made by boring. Boring methods may include horizontal slip or slick boring, horizontal directional drilling or both. The horizontal slip or slick boring method requires the excavation of boring pits at both the entry and exit points of the pipe installation. The depth Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 12 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 of the bore pits is foot or more lower than the pipe installation. Pipe is installed on a straight horizontal and vertical grade line between the bore pit faces. The installation is accomplished by auger drilling a circular hole slightly larger than the pipe being installed. The boring proceeds through a pilot pipe which is advanced by mechanical jacking behind the auger head. Excavated material is discharged through the rear of the pilot pipe. After the pilot pipe has been advanced to the end, the carrier pipe is welded to its far end. The pilot pipe and carrier pipe pair is then drawn back through the drill excavated hole. When the carrier pipe is in place, the pilot pipe is cut off to be used again for the next bore crossing. Slip boring refers to "dry" drilling. Slick boring refers to the use of drilling fluid or mud to lubricate the process and provide circulation of bore cuttings from behind the auger and out the back of the pilot pipe. Horizontal directional drilling is typically performed with the entry point at the ground surface. The exit point for this method may or may not have a bore pit but typically does not. Directional drilling does require that small or moderate size mud pits be established at both ends of the drill span. Directional drilling uses a small diameter pilot drill and drill string to establish an initial hole along the bore path. Drilling mud is circulated through the head of the pilot drill and back through the drilled hole. Drilling mud lubricates and cools the drilling head, circulates cuttings out of the hole and provides hydraulic support of the hole until the carrier pipe is installed. After the pilot hole has been established, reaming heads are attached to the pilot string and passed through the hole to open it up to a diameter of about 1.5 times, or less, of the carrier pipe diameter. The hole may need to be reamed several times depending upon the size of pipe to be installed and earth conditions present. When the hole has been expanded to the required size, one end of a pull block is hooked to the pilot string and the other end is welded to the carrier pipe. The carrier pipe is then pulled back through the hole to complete the drill span. Within the limits of the carrier pipe material to be installed, the bore path is typically curved in vertical alignment and some times in horizontal alignment as well. For steel pipe, the rate of installed curvature is about 100 foot of radius for each inch of pipe size (i.e. R = 3,000 feet for 30 -inch carrier pipe, R = 800 feet for 8 -inch carrier pipe). Drilling installation methods typically minimize and often avoid the disruption of traffic at road, highway and railroad crossings. Drilling methods used at crossings of excluded and restricted areas, irrigation ditches, flowing streams, wetland areas and similar cultural and environmental sensitive locations can often thoroughly avoid occupation of land crossed by the pipe, the disruption of flowing water, surface disturbance and other like problems. Drilled pipe installations are significantly expensive to install and are accordingly used selectively. Drilling methods using pressurized muds are always subject to "frac-outs" and "blow -outs" (sudden, accidental escape of drilling fluids) which present a minor but typically acceptable construction risk and environmental Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 13 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 hazard. Pipe installed by drilled methods is typically of larger wall thickness and strength than the other project line pipe. This is required to address the additional external forces present as result of the installation method and the crossing itself. The carrier pipe in a drilled installation is almost always treated with a sacrificial coating or abrasion resistant overlay. This is present to absorb the wear and tear of the drilling work and to guard the under -laying corrosion protection coating on the pipe itself. Pipe installation - Pipe will be shipped directly from a manufacturer or supplier by rail and truck to offsite storage sites and then be hauled by truck to the pipeline ROW. Each individual joint of pipe will be unloaded by cranes or tractors equipped with side booms and slings, and strung parallel to the ditch. Sufficient pipe for road crossings will be stockpiled at staging areas near the crossing. Stringing operations will be coordinated with trenching and installation activities in order to properly manage the construction time at a particular tract of land. Gaps will be left at access points across the ditch to allow crossing of the ROW. As construction proceeds, some of the pipe and stringing equipment will be temporarily stored at approved staging and extra workspace areas along the ROW. After the joints of pipe are strung along the ditch but before the joints are welded together, individual joints of the pipe will be bent to accommodate horizontal or vertical changes in direction. Such bends will be made utilizing an approved cold, smooth bending machine having a hydraulically operated shoe that makes the bend. Where the deflection of a bend exceeds the allowable design limits for field -bent pipe, shop fabricated pieces (induction or "hot bends") or trimmed segmentable forged fittings will be installed. After the pipe joints are bent, the pipe is lined up end-to-end and clamped into position. The pipeline will then be welded in conformance with 49 CFR Part 192, Subpart E, "Welding of Steel in Pipelines" and API 1104, "Standard for Welding Pipelines and Related Facilities," latest edition. Welds will be visually inspected by a qualified inspector and will be subject to radiographic inspection in conformance with DOT requirements. A specialized contractor certified to perform radiographic inspection will be employed to perform this work. Any defects will be repaired or removed as required under the specified regulations and standards. Project specifications will require that the pipe be externally coated with fusion bonded epoxy coating prior to delivery. After welding, field joints will be coated with either a tape wrap or shrinkable sleeve wrap. Before the pipe is lowered into the ditch, the pipeline coating will be visually and electronically inspected and any detected faults or scratches will be repaired. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 14 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 Backfillinq - Once the pipe coating operation has been completed, the pipeline will be lowered into the ditch. Side -boom tractors will be used to simultaneously lift the pipe, position it over the ditch, and lower it in place. Inspection will be conducted to verify that minimum cover is provided, the trench bottom is free of rocks/debris/etc., external pipe coating is not damaged, and the pipe is properly fitted and installed into the ditch. In rocky areas, padding material or a rock shield will be used to protect the pipe. Backfilling will begin after the pipeline has been successfully placed in the ditch and final inspection has been completed. Backfilling will be conducted using a bulldozer, rotary auger backfiller, or other suitable equipment. Backfill will generally consist of the material originally excavated. In some cases, backfill material from other areas (borrow material) may be needed. Backfill would be graded and compacted, where necessary for ground stability, by being tamped or walked in with a wheeled or track vehicle. The soils will be replaced in a sequence and density similar to pre -construction conditions. Subsoils will be backfilled first, followed by replacement of stockpiled topsoil. Once the excavation has been filled and compacted, the topsoil would typically be crowned in a berm, 12 -inches -high or less, and tapered outward from the center and/or spread uniformly over the disturbed ROW. The material in the berm is intended to compensate for normal settling of backfilled materials. Any excess excavated materials or materials unfit for backfill will be properly disposed of in conformance with applicable laws or regulations, and landowner or jurisdictional agency requirements. Where possible, these surplus materials will be spread out over the ROW to avoid off-site disposal. Where required by controlling agencies, landowners, other situations and good cause, controlled compacted backfill will be placed at road crossings and other such locations. Backfill material to be placed shall be inspected and determined suitable for use by a qualified person. The backfill shall be placed at a controlled water content range in level uniform layers not exceeding 8 -inches compacted thickness. The resulting backfill density shall not be less than 90% maximum density (or higher if prescribed by permit, agency or landowner) as determined by an established AASHTO or ASTM procedure. Hydrostatic Testing - The entire pipeline will be tested in compliance with 49 CFR Part 192 Pipeline Safety Regulations. This will be accomplished through hydrostatic testing. Prior to filling the pipeline for a hydrostatic test, each section of the pipeline will be cleaned by passing reinforced poly pigs through the interior of the line. Incremental segments of the pipeline will then be filled with water, pressurized, and held for the duration of the test. The length of each segment tested will depend on local topography. Typically, the hydrostatic tests of individual segments will be conducted in sequence and the test water will be transferred from one segment to another. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 15 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 Hydrostatic test water intake and discharge will be done in conformance with all applicable local, state, and federal. requirements. Performance of these operations shall avoid adverse impacts to aquatic, wildlife, and visual resources. The test water will be obtained from a surface water, an existing well (pending water appropriation permits), a municipal water source and a commercial provider. At discharge points, the release of water will be controlled to prevent erosion. Energy dissipating devices will be employed where needed. When required, discharged waters will be sampled, tested and filtered in accordance with applicable discharge permit requirements. Upon completion of the hydrostatic testing, the pipeline segment will be dried using compressed dry air, pigs, spheres, or other accepted means. Once dried and fully ready for service, including tie-ins to terminal and online facilities, the pipeline will be purged of air and charged with natural gas. Upon obtaining sufficient gas volume and pressure, the line is typically ready for gas transmission and gathering service. The event is typically called the moment of "Substantial Completion." Cleanup and Restoration - Upon completion of backfilling, construction work will commence to clean up, restore, and re -vegetate the ROW. Efforts will have be taken during the prior work to minimize erosion, restore the natural ground contour, account for trench settling, re-establish plant growth, and allow natural surface drainage. As agreed with the landowner or controlling agencies, all completed construction areas and temporary access roads will be returned as nearly as possible to their original condition and service. All restoration and re - vegetation will be completed to the satisfaction of the landowners, controlling agencies and other recognized parties. First, any trash, brush, surplus material, or other debris will be cleared from construction areas and disposed of in an appropriate manner. The ROW will then be graded and restored to nearly pre -construction grades. Final restoration of disturbed areas will be accomplished by whatever means are most suited for the particular soils, terrain, vegetation and climate at a specific site. In general, waterbars will be constructed to prevent erosion of unconsolidated soils and provide drainage away from the disturbed area and into existing washes or drainages. Where deemed appropriate, slash will be used to control erosion. Where necessary, terracing or other erosion control techniques may be employed. Reseeding will be accomplished using seed mix or plant species approved by the landowners or controlling agencies. Seedbed preparation and seeding operations will be conducted in accordance with accepted techniques for the particular area and task. In areas with difficult reclamation problems, restoration and re -vegetation will be considered a special management problem and will be resolved in coordination with the landowner and the respective authorities Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 16 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 involved. Advice may be sought from specialty agencies or environmental consultants to fully determine the appropriate mitigation and reclamation measures needed. Residential Areas And Private Property - The construction ROW will not be located within 50 feet of a place of residence or similar use. Where residential and private property is encountered, the following practices where reasonable, prudent and beneficial will be implemented: • If the trench is left open overnight within 250 feet of a residence, place of business or similar activity, it will be fenced or barricaded to mitigate safety concerns. • Owners of private roads along the route will be notified 24 hours in advance of planned road crossings. • Private road crossings will be completed within three hours and roads will be restored to pre -construction conditions or better. • Access to and from residences, place of business and similar areas will be maintained at all times unless express authorization to the contrary is obtained for the landowner, lessee or other authorized entity. • Construction activities, except for hydrostatic testing, will only occur between 7 AM and 6 PM, six days a week (Monday through Saturday). • No trench within 250 feet of a residence, place of business or similar area will be left open for more than three days. • If blasting activities are required, matting will be used to prevent damage from flying debris. Landowners, lessees and others will be notified in advance to ensure that all persons, livestock and equipment are out of the danger zone. Where it is determined by a qualified person that there are still identifiable risks in proximity of the work area, blasting will not be used. • In residential and similar areas, topsoil replacement (topsoil import) may be used as alternate to topsoil segregation. Livestock Issues - Prior to construction, concerns and issues of landowners, lessees and controlling agencies in regard to pipeline construction and livestock will be solicited and considered. Stipulations, requirements and reasonable requests developed from such inquires will be incorporated in the work. As a minimum, the following will be established for the work: • Fences crossing the ROW will be braced, cut, and temporarily fitted with gates to permit passage. • During construction, the openings will be controlled as necessary to prevent the escape of livestock. • Existing fences will be replaced and braces left in place upon completion of construction activities. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 17 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 • During construction, no gates or cattle guards on established roads over public or private lands will be obstructed or damaged by construction activities. • Adequate precautions will be taken to ensure that livestock and wildlife will not be prevented from reaching water sources because of open ditches or pipe strung along the ditch. Such precautions will include contacting livestock operators, providing adequate crossing facilities, or other measures as needed. • All damaged livestock facilities will be repaired or replaced to a condition as good as or better than the pre -construction condition. The final facilities shall be acceptable to the landowner, lessee or other authorized person. Temporary fences shall be installed if original fences affected by the work do not provide adequate livestock control. • Temporary fences or other barriers shall be installed if pipeline construction destroys or eliminates natural barriers. Replacement of the natural barrier is desired upon the completion of construction if practical. Permanent fencing or artificial barriers shall be used if the natural barrier cannot be reasonably restored. Health and Safety - The following health and safety measures shall be made a requirement of the pipeline construction work: • Special precautions shall be taken when working on pipeline segments parallel to, crossing or near high voltage overhead electric power transmission lines. These precautions shall include: o Measuring the pipe -to -ground voltages on pipe sections each day at the commencement of work, prior to work involving pipe contact and when directed by a qualified person. o Rubber tired vehicles operating on a common pipeline and powerline ROW area shall be strap grounded to mitigate capacitive coupling. Grounding shall be made using a metal chain or conductive strap connected to the vehicle frame and contacting the ground. o Vehicles shall not be refueled on or near an electric powerline ROW. o The pipeline contractor shall coordinate with affected utilities to avoid utility disruptions. • A fire prevention and suppression plan shall be developed and implemented for the work. • When required, a job specific blasting plan shall be developed and implemented for the work. • Excluding hydrostatic testing, nighttime construction will not be permitted. Work shall not commence prior to sunrise and work shall cease at sunset. Work in residential, business and similar areas shall be limited to 7 AM to 6 PM, Monday through Saturday. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 18 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 • No camping will be allowed on the pipeline ROW. • When required, watering and other means of dust control will be provided. Dust control within 500 feet of residences, public roads and other gathering places will be diligently implemented and maintained. Standards and regulations pertaining to air quality emissions including particles other than dust will be made requirements of the project work. • Trenches left open overnight and within 250 feet of a residence, office building, commercial or industrial business site or similar area shall be fenced or barricaded to mitigate safety concerns. • Should a well, spring or water supply facilities are adversely affected by construction; an emergency source of potable water will be provided until mitigation can be completed. Repairs and replacement of affected facilities shall be undertaken upon completion of pipeline work in the immediate area of the damage. • Dredge or fill material of any amount will not be discharged in or near the proximity of a public water supply intakes or municipal watersheds. • All equipment used in the work shall be properly equipped and maintained to ensure compliance with applicable health, safety and environmental regulations. Waste Disposal and Sanitation - The following measures will be implemented and enforced in the performance of the project work: • Littering of any kind will not be allowed on the ROW. A daily litter -policing program will be employed in the work. • Construction and operating sites will be maintained in a clean and sanitary condition at all times. Collected wastes will be disposed of promptly at an approved site. • "Waste" means all discarded matter, including but not limited to, human waste, trash, garbage, refuse, oil and fuel drums, petroleum products, blasting boxes, worn out parts, abandoned equipment, leftover materials, etc. • Excess or unsuitable materials will be returned to the supplier, sold to a commercial salvage yard, turned in at commercial recycling center or delivered to public or private disposal site approved for project use. • Special implementation plans prepared for and made part of the work will be maintained and followed for the duration of the work. Such plans may include Hazardous Materials Management Plan, Spill Prevention and Countermeasure Plan and others. • Portable chemical toilets will be provided and dispersed within the project area. Their number and location will vary with the length of the project, the number of workers present and the work phase of the project. Generally, a portable toilet will be provided at each contractor yard, pipe yard or permanent staging area. A portable toilet will be available for Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 19 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 worker use within 7.5 miles of any point along the ROW (i.e. 15 mile spacing). Other criteria not withstanding, a portable toilet will be provided for each 40 people or fraction thereof employed on the work. • Human wastes stored in portable toilets will be removed from the ROW on a regular periodic basis according to the capacity of the units and their monitored usage. Such human waste will be disposed of at an approved location in accordance with applicable laws and regulations. Construction Access - Access for construction equipment and personnel will be entirely from existing public roads, existing field access roads and along the pipeline right-of-way. Public roads involved include Interstate 70 and its associated frontage roads, Highway #6 and County Road #246. Bargath has already or will enter into operating agreements with the landowners or operators for existing field access roads to be used for construction and operations. Where needed, Bargath will apply for and acquire temporary use permits for project field access roads located on Federal lands. Appendix A POD Location Maps shows graphically the public roads and the field access roads to be used for project construction. Access roads for project use located on U. S. Naval Oil Share Reserve and BLM lands are listed in Appendix C Table of Access Roads on Federal Lands. Diagrams, Drawings and Cross Sections — Appendix A POD Location Maps of this POD provides graphic information about the pipeline project vicinity and location of the pipeline routes and major facilities in addition to other information. Pipeline construction details proposed for project use including road and drainage crossings, right-of-way cross section development, topsoil clearing limits and construction sequence are provided in Appendix D Typical Drawings of this POD. These drawings include the following: • DWG No. DRG -14294-7203 Typical Bored Crossing Of Road By Uncased Pipeline • DWG No. DRG -14294-7204 Typical Open Cut Crossing Of Road By Uncased Pipeline • DWG No. DRG -14294-9105 Typical Crossing Of Creek Or Drainage • DWG No. DRG -14294-9124 Typical R.O.W. Section Trench & Spoil Area Topsoil Salvage • DWG No. DRG -14294-9125 Typical R.O.W. Section With Full Width Topsoil Salvage • DWG No. DRG -14294-9135 Typical Open -Cut Crossing Non -Flowing Stream Method • DWG No. DRG -14294-9145 Typical R.O.W. Section Blade Width Topsoil Salvage • DWG No. DRG -14294-9200 Typical Side Hill R.O.W. Section With Bi - Level Grading Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 20 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 • DWG NO. DRG -14294-9203 Natural Gas Pipeline Typical Construction Activities Sequence Contingency Planning and Contacts — The following individuals and companies currently have interest, agency or representative capacity for Bargath and WPRMT in part or all of the design, development, permitting, construction and operation aspects of the pipeline project. Additional individuals with the responsibilities of construction management, inspection, materials, construction, operations, health & safety, environmental and other will added to this list in the course of the project. BLM, county, state and local government agency contacts and representatives will be added as soon as they have been identified or assigned. Name Title Responsibility Company Contact Info Tom Fiore Staff Operations Engineer Company Sponsor/ Manager Williams Production RMT Company, Parachute, Colorado, 970-263-2743 Office Eric Miller District Facilities Engineer Company Sponsor/ Manager Williams Production RMT Company, Denver, Colorado, 303-629-8417 Office Charles Bucans, PE Principal Project Manager Star Valley Engineering, Inc. Etna, Wyoming, 307-883- 4906 Office Larry G. Bodyfelt, PELS Engineering Manager Project engineering, surveying, technical services D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Office Jim Bassett PLS (or) Dave Spurlock PLS (or) Chris Hamilton PLS Survey Manager Field Survey Supervisor D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Office Sandy Hotard CPL Field Land Manager ROW acquisition & permitting Williams Production RMT Company, Parachute, Colorado, 970-683-2288 Office Michael Gardner Senior Environmental Specialist Environmental Matters Williams Production RMT Company, Parachute, Colorado, 970-285-9377 Office Michael Klish Environmental Matters Westwater Engineering Principal Environmental Grand Junction, Colorado Scientist 970-241-7076 Office. Industrial Wastes and Toxic Substances - No toxic substances are proposed for use in connection with construction. However, if toxic substances are required, usage shall conform with the provisions of the Toxic Substances Control Act of 1976, as amended (40 CFR Part 702-799). Any release of toxic Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 21 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 substances (leaks, spills, etc.) in excess of the reportable quantity as established by 40 CFR Part 117.3, shall be reported as required by the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, Section 102 B. A copy of any requested report required by any federal or state agency of a reportable release or spill of any hazardous material shall be furnished to the authorized officer within 5 working days of the occurrence of the spill or release. All other waste, trash, or refuse will be stored in containers at all times and disposed of in an approved county or commercial landfill. 1 6.0 RESOURCE VALUES AND ENVIRONMENTAL CONCERNS As required, separate and specific studies of resource values and environmental concerns for part or all of the project area will be made as part of the Federal right-of-way application process in the form of an Environmental Assessment report. As agreed between Bargath and the BLM, the required resource and environmental studies and report preparation may be done by the BLM or by an approved consultant. Subject to agreement between Barqath and the BLM, a consultant if used shall be retained by Barqath, the BLM or jointly. Similar studies and report submittals will be required in part or whole for the Garfield County Building & Planning Department Pipeline Development Plan Permit submittal. Topics addressed, studied and reported in the Environmental Assessment are to include: • General Project Description • Water Use and Quality • Vegetation and Wildlife • Cultural Resources • Socioeconomics • Geological Resources • Soils • Land Use, Recreation and Aesthetics • Air and Noise Quality • Alternatives • Reliability and Safety • Cumulative Impacts 1 7.0 STABILIZATION AND REHABILITATION Stabilization and rehabilitation for the project during the construction phase will be as described in the "Cleanup & Restoration" in Section 6.0 Construction Of The Facility above. Following construction and throughout the life of the project, the pipeline ROW will be monitored during routine ground inspections to evaluate the success of erosion control and re -vegetation. Attention during inspections will be given to locating riles, gullies, washouts and observing the condition of Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 22 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 vegetation. The purpose of the monitoring will be to identify problem areas so that suitable corrective action can be decided and initiated. 1 8.0 OPERATION AND MANTENANCE The pipeline project will be operated and maintained in accordance with standard procedures that will ensure the integrity of the pipeline system. These operation and maintenance (O&M) procedures will be in accordance with safety standards applicable regulations. O&M of the pipeline will be performed by Bargath and select contract service personnel. Bargath has operations offices in the project vicinity. O&M personnel will be qualified and trained to conduct their respective duties. The pipeline will be controlled from a single gas control center located at the Bargath Parachute Creek Gas Plant near Parachute, Colorado. Initially, personnel at the gas control center and in the field will monitor and control the pipeline using manual methods. At a later time, the system will have communication and automation connections and facilities integrated with gas control, downstream processing plants, metering stations, inlet and outlet pressure regulators, upstream compressors stations, side valves and other such facilities. Ultimately, the system may be able to monitor and control all flows, pressures, flow conditions, valve open/close positions and compressor on/off states in a fully automated unattended mode. The entire pipeline ROW will be clearly marked with pipeline markers and at public roads and other locations specified in applicable regulations. Such markings help reduce the possibility of damage to the pipeline as a result of construction or other activities. Upon commissioning of the project, ground patrols will be conducted periodically to inspect the ROW in order to monitor the integrity of the pipeline and the success of restorative measures. Surface travel would generally be limited to periodic valve inspections, corrosion surveys, leak surveys, ROW maintenance, and any pipeline repairs that may be needed. The frequency of patrols will conform to the requirements of DOT regulations. An "Emergency Plan" will be developed in conformance with applicable DOT requirements. The plan will establish written procedures that are intended to minimize the hazards in the event of a gas pipeline emergency. It is anticipated that the plan will address topics such as administrative issues, emergency planning, assignment of responsibilities, handling and evaluating emergency calls, responding to and controlling emergency situations, news media communications, restoration of service, obtaining and reporting emergency information, employee training, liaison with public officials, general public Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 23 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 Last Revised 1/12/07 information program, location/inventory of pipeline repair materials and equipment, and lists of emergency telephone numbers and key personnel. 9.0 TERMINATION AND RESTORATION At the end of the pipeline's useful life, Barqath will obtain all necessary authorizations from appropriate landowners and government agencies to salvage or abandon the facilities. At that time, the pipeline will be depressurized and purged of all combustible materials. All above ground facilities would be separated and removed. All unsalvageable material would be disposed of at an approved public or private landfill. If the pipeline was to be abandoned in place, open ends of the remaining pipeline would be capped and sealed. The abandoned pipeline would then be filled with an inert media such as water, nitrogen or carbon dioxide at near zero gauge pressure. Alternatively, the decommissioned pipe would be extracted from the ground, cut in to joint lengths, hauled from the site for re -use ,on other projects or sold for salvage. The sites and rights-of-way from which the above ground facilities and pipe were removed would be re -graded, restored and reseeded as needed to achieve satisfactory reclamation. The abandoned rights-of-way would revert to the then present landowners or controlling agencies. Plan of Development 24" Bargath Gathering P/L Williams Production RMT Co. Page 24 of 24 DRG Job #14294 D. R. Griffin & Associates, Inc. Rock Springs, Wyoming 307-362-5028 N c L .O 7 B V u. O J En C .N oO L V 0 0) 0 c .0 L CI ■ Drainage Crossing