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HomeMy WebLinkAbout1.0 ApplicationGARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: www.garfield-county.com RECEIVED APR 1 2 2004 970.945.3470 GA1r ltLD COUNTY BUILDING & PLANNING Special Use Permit GENERAL INFORMATION (To be completed by the applicant.) > Street Address / General Location of Property: The proposed pipeline will originate at 700 Buckhorn Drive m Rifle, CO and terminate the Hunter Mesa Water Treatment Facility in Sect. 1, T7S, R93W in Garfield County, CO. ➢ Legal Description: sWv., SW'/,, Section 14, Township 6 South, Range 93 West to SE% SE'/a, Section 1 Township 7 South, Range 93 West in Garfield County, Colorado. • Existing Use & Size of Property in acres: Project covers approx. 50 acres of private and federal properties. ➢ Description of Special Use Requested: Construction, use and maintenance of an 8" water pipeline and related facilities (including valves and electronic pumping equipment). The proposed pipeline is approx. 31,024 feet in total length, with approx. 9,812 feet on federal land and approx. 21,212 feet on private land. > Zone District: 024 A • Name of Property Owner (Applicant): EnCana Oil & Gas (USA) Inc. (Facility operator) • Address: 792 Buckhom Drive ➢ City: Rifle Telephone: 970-625-4209 State: Colorado Zip Code: 81650 FAX: 970-625-1645 > Name of Owner's Representative, if any (Attorney, Planner, etc): Dion Plsek, Cordilleran Compliance Services, Inc. ➢ Address: 826 21'/2 Road ➢ City: Grand Junction Telephone: 970-263-7800 State: Colorado Zip Code: 81505 FAX: 970-263-7456 STAFF USE ONLY > Doc. No.: Date Submitted: TC Date: Planner: _ Hearing Date: I. APPLICATION SUBMITTAL REQUIREMENTS As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: 1. Please submit, in narrative form, the nature and character of the Special Use requested. Submit plans and supporting information (i.e. letters from responsible agencies). Include specifications for the proposed use including, but not limited to, the hours of operation, the number and type of vehicles accessing the site on a daily, weekly and/or monthly basis, and the size and location of any existing and/or proposed structures that will be used in conjunction with the proposed use, and provisions for electric power service and any other proposed utility improvements. Be specific. 2. If you will be using water or will be treating wastewater in conjunction with the proposed use, please detail the amount of water that would be used and the type of wastewater treatment. If you will be utilizing well water, please attach a copy of the appropriate well permit and any other legal water supply information, including a water allotment contract or an approved water augmentation plan to demonstrate that you have legal and adequate water for the proposed use. 3. Submit a site plan /map drawn to scale that portrays the boundaries of the subject property, all existing and proposed structures on the property, and the County or State roadways within one (1) mile of your property. If you are proposing a new or expanded access onto a County or State roadway, submit a driveway or highway access permit. 4. Submit a vicinity map showing slope / topography of your property, for which a U.S.G.S. 1:24,000 scale quadrangle map will suffice. 5. Submit a copy of the appropriate portion of a Garfield County Assessor's Map showing all mineral rights owners of the subject property and public and private landowners adjacent to your property (which should be delineated). In additional, submit a list of all property owners and their addresses adjacent to or within 200 ft. of the site. This information can be obtained from the Assessor's Office. 6. Submit a copy of the deed and a legal description of the subject property. 7. If you are acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. 8. Submit an statement that specifically responds to each of the following criteria from Section 5.03 of the Zoning Regulations: (1) Utilities adequate to provide water and sanitation service based on accepted engineering standards and approved by the Board of County Commissioners shall either be in place or shall be constructed in conjunction with the proposed use. (2) Street improvements adequate to accommodate traffic volume generated by the proposed use and to provide safe, convenient access to the use shall either be in place or shall be constructed in conjunction with the proposed use; (3) Design of the proposed use is organized to minimize impact on and from adjacent uses of land through installation of screen fences or landscape materials on the periphery of the lot and by location of intensively utilized areas, access points, lighting and signs in such a manner as to protect established neighborhood character; 9. Depending on the type of Special Use Permit requested, you may need to respond to additional review standards in the Garfield County Zoning Resolution Section 5.00 [Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 & 5.03.08], Accessory Dwelling Units [section 5.03.21], Utility line/Utility Substations, etc. Specific sections of the Zoning Resolution which can be located on the Garfield County web site at http:llwww.garfield- county.comlbuilding_and _planning/index.htm, or information can be obtained from this office 10. A $400.00 Base Fee: Applicant shall sign the "Agreement for Payment" form and provide the fee with the application. 11. Submit 2 copies of this completed application form and all the required submittal materials to the Building and Planning Department. Staff will request additional copies once the Special Use Permit application has been deemed technically complete. II. PROCEDURAL REQUIREMENTS (The following steps outline how the Special Use Permit Application review process works in Garfield County.) 1. Submit this completed application form, base fee, and all supplemental information to the Garfield County Planning Department. It will be received and given to a Staff Planner who will review the application for technical completeness. 2. Once the application is deemed technically complete, the Staff Planner will send you a letter indicating the application is complete. In addition, Staff will also send you a "Public Notice Form(s)" indicating the time and date of your hearing before the Board of County Commissioners. Prior to the public hearing, Staff will provide you with a Staff Memorandum regarding your requested Special Use. (If Staff determines you application to be deficient, a letter will be sent to you indicating that additional information is needed to deem your application complete.) 3. It is solely the Applicant's responsibility to ensure proper noticing occurs regarding the requested Special Use and the public hearing. If proper notice has not occurred, the public hearing will not occur. Notice requirements are as follows: a. Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed special use and nature of the hearing, and the date, time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the County in which the subject property is located at least thirty (30) but not more than sixty (60) days prior to the date of such hearing, and proof of publication shall be presented at hearing by the applicant. b. Notice by mail, containing information as described under paragraph (1) above, shall be mailed to all owners of record as shown in the County Assessor's Office of Tots within two hundred feet (200') of the subject lot and to all owners of mineral interest in the subject property at least thirty (30) but not more than sixty (60) days prior to such hearing time by certified return receipt mall, and receipts shall be presented at the hearing by the applicant. c. The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, with notice signs provided by the Planning Department. The posting must take place at least thirty (30) but not more than sixty (60) days prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that it remains posted until and during the date of the hearing. 4. The Applicant is required to appear before the Board of County Commissioners at the time and date of the public hearing at which time the Board will consider the request. In addition, the Applicant shall provide proof, at the hearing, that proper notice was provided. 5. Once the Board makes a decision regarding the Special Use request, Staff will provide the Applicant with a signed resolution memorializing the action taken by the Board. Following the Board's approval, this office will issue the Special Use Permit to the applicant. If the Board's approval includes specific conditions of approval to be met, this office will not issue the Official Special Use Permit certificate until the applicant has satisfied all conditions of approval. The Special Use Permit approval is not finalized until this office has issued the Official Special Use Permit certificate signed by the Chairman of the Board of County Commissioners. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. (Signature of applic:r''er) 11/07/2002 C V® 9 Last Revised: TO AIRPORT LAND PARTNERS. LTR _54 �t Dart eid County Airport 1 PARCEL "H" -NO USE - AIRPORT LAMP 1 PARrl1 Z LTA vti srs'r L•4TIL 7 FRANYIIUA FEDERAL 447 TION IL MORGAGEASSOC i PARCEL "C -Nb USE - ranert I ' ; JL*ELL '24RCEL ',ONO USE- +' PARCEL"A" -NO USE- .. - c AIRPORT LAND PARTNERS. LTA DRIRt PARCEL "`G" .'�+..AlAT23I �iAV.rS7'OCL.re. prise aalr 1 T? 1h7 KRIM !c 72 Proposed River Water Pipeline ±-29,997' CR G A PORTER J g `� H L5DTR SPRING RANCA LIE SENZEL =MC CR AIRPORT LAND PARTNERS LTD PARCEL "E" PARCEL"V rtAVFR MAYA MADRID STA aRrrrnLDSoR /'`— 8RTNILDSON AIRPORT LAM PARTNERS. LTV. 30 I ant aria 15864 SAL LTA 1 - r COVET MARL ILVESTDCX Lb. l�f�i2J6 ff .l TER TRE4T,MENT E4CILITY lld'NTER 211E.S4 COMPRESSOR STATION SHASFER LTD:. E C46- 44/ KRAL LTA 811L LTR. EnCana oil & Gas Inc. Proposed River Water Pipeline SEC. 14, 15, 23, 26, 35, 36, T6S, R93W, Also in, SEC. 1, T7S, R93W, 6th P.M. 71e Ste .. 1,14ApeSeetwey. , f %re. (435) 781-2501 180 North Vernal Ave. Vernal. Utah 84078 I'6 Legend — River Water Pipeline {„1 p70119' g Barry Cabman RAY lengths 17.69 Rads n 015 Wu ALM. R/W Lengths = 9115.81' 55.95 Rods L71 ata. zi A N p Q _ yp�a gp p _ 46 .g 6 1� 69` II !� ICS R.O.W. ALIGNMENT q e, g4. d iii 4 N921,S55E 172SW PA 2 STA 1+75.54 Y 3,.:;.., SOIMS'asTJ9.ri.T P.0.5L 7-4M.55 JS0735119'E 47.72• P2 4 STA 7x58'.27 !^ W{ R q� 4 � +� 4 a 6 ko'�it "' R . n m c' 4 a i a 0' 4 s i R z �� Yci 6! 4 61 S MING RESIRICDONS SENSIRHE" AREA STREAM AND $£RAND STREAM CROSSING METHOD SEED IIIX se, / 14 Pipe Beni Box 8455 As f1EIVA7hi15 P.L 0 Cd'e'7 I'lew7.o. i/ } G0'" L4�i1i• PONTPaHi SEASON Q540011 OPE MO�'erfon me has e. w th. R:a. 2 q}] ,97 fA9i i�e4. a7 Pd. I P.1 I 0+00 sS06.1 t lass NaNgemenl) 7riasgohabn saorbn lta" 7 me NAB Al wYwliv, of res Mellon a yW , i� Cod Pd. 2 1+78.84 5417.1' 911.1' RNi7T e1 \ 5N.I08: the Nod BJ lofltaab b rens �' *e 5°!411 c#'"pP) F.J. 3 3+23.36 5428.]' 7.2' RICHT CArt'el laq,2*W e1 this S7albh ore North sl p.t•,,,,, 'ar 8 1197 yy C 7 a. Pd. 4 7+58.27 5465.G 900' LEFT •187r3..Ld0' and W..' 107I7.o1.78.1s No+11' $ p4x yp'+e ; J Pd. 5 32+01.65 55300' 1.1' 700*1 BASIS Of gF4R+if3 *050 {a 1h 5 / iGJ �. $ P.I. 6 45+7900 5541.$ 45.61 RICHT 8ennq a based on Globe. PoOnsoinq8r1j64 $ µ \jr An� 1 £ Pd. 7 47+4021 55520' 14.8 • Nom Soteee* Obsena74ns 0576 ,I qg �o r4eyY / ---. y r Pd. 6 57+3086 56851' 16.5' RICHT ,11 253e' h - \ / {• s5 r Pd. Y 60+2155 56309' 75.8' 705+T 09' ,5552 '� / .50_ Ec7 f, ip P,1. 10 6N47.88 56336' 983' LEFT lj 589 $ (Q +`p+ 71 PA 11 66+7173 5639Y 56' RIGHT bf ul y� ''CI" II}7c; u�'"�P]�: 1 Centerline Proposed Ao i/4 / €v. \ � ski, ,, au.� Os,+sYd P.7 5 °o PPelin* Night -of-w y -. N iE0 9'adiag s ' " I \ _ /�I V aese.all o ._ Lib �g 'S4. N• Vt. B,I.�E III P.I. 8 �! 51u Luo gnn"°'_il Sectid' # 9 B 7I} i I I} N � y 1:311,:40/* /\7 q'dPa` n \ .' A, 1/1 �E \ $ Of y1'e� `. --- ! N n bad 1 f '.---1,0,' ' 477 _.� ^hPit4Ipi 'n $\lk.o. 711 BO' , 'p0 14.+'' a Ex` � 77 PJ. 9 7 �. a• be'''' cele 5Vt46) ; t '11 s �1 A.I. 3 0 S lV ` e 6e. y 2631'18 µ6 $ _a 1 IV 1r }"°' �41y ae� mat n93 `� }l• A cot7L 23 4Y �_-1- CAP CORNER 71E NOM WAS Cr PROPOZO RAINT r -. �Bs's a( .... �_` `'t KE 1Pl i,y t/' et t.- 8 n ��ry ,/ si 9 ] l 5" .� ma. 8egi,nito Sto. 0.00 ernes Pd.. 7 518. 0.00 ;1r ao `ka - c awo6, 'a 1fp73878'W 50576' rran the g4' f yERTICu ■ 119RRONTAL. SCALE ' / \ �`� PJ. t0 Southeast Coto*, of sacra a u N10„,..... ----16,1P 1 n (8.lsq o R.edr) 6e4i1 . 4i Ll➢PAFIt 7r A121L• 1/1 & �.s` 9. �B HW, 4 SeC. J / PI 11 16iatr�' 5�7Id'] • 400 $ I / eri 1600 P.1. 4 �dauy - / w Pl. 11 .4.13 Aeon 1.483525161150232 4' from the fest 1/1 Garner o! Section 73 I (19/4 Cane!, � �) 1 in 41 J 4 h. /110' •� & yp ti I - o 0 I P- 0 I L a 0 I 0 I „✓ 5,708' a 21 + © I ' g TIL ! + 1 R Ad F E A R ' d x ' p a rt Pre Construction © /Grade Nd f S p } � }d I ' +' it., �d ' t' `fid o 5500' 5.500' 5 sea• I 0300' 0600 2+00 4+00 6+00 8+00 10+08 72+00 14 00 16 00 18+05 20+00 22+00 24+00 25+00 28+06 30+00 32+00 34+00 74+00 36+00 40+00 42 00 44+00 16+00 46400 50 00 52 06 54+00 56 00 J 4 4 BILL OF MATERIALS NOES _ REFERENCE DRAWINGS LEGEND ENGINEERING REGARD ENCANA GATHERING SERVICES (USA) INC DR1911FEU Tri State Lana' Surveying, Inc. \(435) 781 2501 45 - SECTION CORNERS r011H30A5F.• PI - PONT OF INTERSECTION -OW P.O, S.-PONT ON fiCCTION LINE R/W - RIGHT -DE -RAT __ -rENE -•• -- PROPERTY LINE -- - DRAINAGE 7-8-01 PROPOSED WATER LINE RICHT-OF-WAY River Waterli�r].e from the Last Chance Ditch to the Hunter Mesa Evaporation Pits Located In. Sections 14, 15, 23, 26, 35 & .46, T6S, R93W, 6th P.M. Also, In Section 1, T7S, R.93W, 6th P.M. SC AS 0S.1 ow 0,, now � 04-0039A Sheet: - - - RENSIONS oi:. '5' 180 NORTH VERAiAL AVE. VERNAL, UTAH 84078 ¢¢ B. LM � R/lF 1arglhs • ¢ 915581'$ .556 00 Roes 1.71 Wes !aster 9j11 Lengths . a 14270' + 2677 Rods 606 Lees RLN. R/k` Lengths - a3 65569' 1244 Rad 6!2 Alder Lastfor RAY Lengths . 126270' 197.74 Rad 062 166*+ EoNn,6 1143 431 ill I II I II 4 li 1 ;:[QLD Inn li, �y n SO N FSN]] $$1776.7DT 790.69' P.J. 9 STA. 6G+2145 i nil o n Ik 2' *`111?' !i, a��4 N q `� d 3nZ 11 ;'i ' .•yL 11Av , P; SnYfiN saw 2 �Ip1 ,0 N n t ! ,a ..� n a �i Y � 1 "1 mw m Tti Fd Fp� N h W {� 1 SS aC n 't 'li$ S N � 'S ,� �� N A n 1 N N 'S i n R" F1 �py} "' h -w 2 S w "'� '+ 1 S'f rl1 [7 ~ A 5 •1 w w 1' N In 2 - S 8 .w yF� Vi $ 2 tl Via. T a �' P �g �il P'nn i a 1 In 6: $ �l a ... RMWNG RESTR/C?4AVS - ---- - - - - - - rc S£NSf7TYE AREA STREAM AND MfRANO STREAM OWSSW6' METHOD SEED MLX 1 q ak Pipe newt Bot: PL 32 µCLf PONT STAMNI F3EYATFON PIPE BIND _________,---________A---=-------..---\--- --- Y CORNER 11E NOM g r a 121211 �` 14� ` 231 PA 39 STA, 121++6.61 dens 7 51 N5811547 547047' from the 3 P.I. 7 P.I. 8 47+4924 57+30.66 5552.3' 5685,1' 14.6' 16.5• RICHT yt Am,.ma S M Ifo Corner of Sacf/m 23 P.I. 9 60+21.55 5630.9' 75,6' RICHT yP: l 9 i :27 11. RE 10 E2 56316' 10.3' LEFT V^' OrP.l. 3' � ,- \ P.1. 111 86+21.103 5039.7 56' 1210121 110+� P.I. 12 47+49.65 56441' 30.4' 1116+7 CORNER 71E NOTE P.I. 31 1 F,'1"� �1`• T ' P.I. 13 46+73.71 5655.6' 44.4' LEFT P.1 7 SIA. +174624 bears `{7 P.I. a ! it f' 'tea �a^'"•1 o P.I. 14 70+47.63 5650.9' 25.5' NWT 5802 Irma I.2 P.I. �1 / ~ .7,� ' i P.I. 15 74+67.52 5656.7 11.3• R1ONT +,,5 Comm -1141.52" rr Nolheast Cet Saelbn 7! �a a., r i it:, PI 16 M+45,14 56%17 99.4' LEFT (1974 County S +aim C ,9 , y �1 $xoa %,-, P,1. 17 79+35.51 5656.0' 4E19' 59010 J 00 O 6' � 3m 1 A .5 P.I. 59 81458.16 56516' 23.2' LEFT s N o N } SE. 1 P.I. 19 65+34,71 5696.6' 1.7 R6i1T '' 8.+'F P.I. 18 i P.I. 26 8846154 57610' 1901 Rom " M i. 1s.1. 39 ` u 1 P.I. 11 ! P.I. 21 87+67.56 5742.0' 57.2'160T ` . 50.4 L E • 8" / P.I. 22 89+64,36 5805.0' 39.5' LEFT i �, . P.I. 23 94+7097 58469' 18.8' LEFT $i 4 51. P.I. 12 I •�, PI 2+ 98+63.98 5772,5' 14.3' LEFT \,.11 IA' 1 ' u va P.I. 25 101+90.68 5742.7' 83.3' R�04T Saps 480 i �'t P.I. 26 104+69.84 5714,9' 124,9' LEFT v �� 1' ,\� 213 LEFT s P.I. 13 d'' s, P.I. 212 L 5.. t�% P.I. 26 112+37.28 5674.4' 180.4' LEFT S. Ca a P,I. 20 116+01.94 5660.8' 9.5' RICHT ` 0.• a i f P.I. 14 31 118+61.82 5861.3' 83.W WaspLW^ 6 °z 1 1�2 1 r'-` % P.I. 112+8255 56592• 75.3' LEFT 4{� i 1116 / .1 1 I �'1vm^ P.I. 39 122+32.92 58415' 83.4' 019117 i CenterSAle Proposed Pipeline RI9ht-of-Way : i P.I. 33 12+46.0.1 5641.2" 32.6' RiCHi f PL. 7 i - f - J --- 4,, ' j y } s- 1 1 1,1 44,0 iJl 5 S 5n ••1 P4. 27 � c.`-4'4' - u ,,}$T •� '� Fes]._ -" <a'a ' o0 P.I. 15 a m K } M1 0.00.,...." .0 � .. f \ "1 4 a W `Z. ,s Y o ' ♦ n Vs r ,23 ,�. 8 1 " / Q2 12'6 I may` m t but BASIS dr REYA7W1tS Oath of BeoAga NSW �- $ ,�4� Sy, * t Y 51 of tan q! Ne eased m the non 2 (Bureau of Management) Fnnn ! 7/m 5lofbn. 1 � X61 n \ Cry a _ m o J �y '6 J ,1 8.v o n Rolls of Rearm a the So*M Mae of w 9s the SW !/I at Section 1+, 165 RATW, 00 P N +00+ is faun from Gkeal •1 Pas!! uning Safdlile 0erarwffae4 lo LLl bear +9937'41 •W o measured alstance 2 �af 7631,18.. y, rsb1 ,� �'] Ale MAR 89 1164m f this Station a m 1 T V 5r 1 P:I, 16 s8 y % 597306: 71,s Had 127 Lola.* a Station 116 longl1 C. 3931' 88ade ! Ind Mosf 50747'0778' (� �" n ` p0 � � / 144+ J pep S � P.L. 26 , h, 5.9641 o . I p nn I 3 g n. 3 Pre Construction 8� +; � 5.70 0' e4 1 $25 8 41 3 a d /Grade ;:$ P. � 5,700' a 5.5'.]0' i 5.300" n n tl y n m n n �, ! OS A u % v a F t m n n u w aw n Y n� 5 w n ry u� n r v9 m w n nn� 4 nm n +, rt r� n N rn f n 3 "1 R n N rE yi N R n 5 S n n w n 54+00 59+00 60460 62+50 84+00 65+00 69+00 76+60 72+00 74400 78+00 78+00 80+00 82+00 84+00 86+00 88+00 91+00 52+00 64+00 96+00 98+00 100400 102+00 104+00 105+00 109+00 159.400 112+00 214+00 116 00 114+50 120+00 122.00 Qa �W BILL OF MATERIALS NOTES REFERENCE DRAWINGS LEGEND ENGINEERING RECORbji4 G SERVICES INC�4�'er FELL • . 5EC1179 CORNERS FOHNO i J, GA HS.W. (USA) 04 TE: 2-4-04 P.L - POINT OF INIERSECTIDN PROPOSED WATER LINE RIGHT-OF-WAY SCALP AS SHO19,1 P.0.51 = PONT ON SECTION UNE nce River Waterline from the Last Chance ONC1 04-00398 RAY RICHT-OF-WAY y, to the ,, �F y� Mesa Ditch the Hunter Mesa Evaporation Pits Ditch 2 %'"7 ee - Y-= PROPERTY LINE Sheet.' ----- 5408669 REVISIONS Located In Cana' S'urveyi'ng. /ref. Sections 14, 15, 23, 26, 35 & 36, oI j('4,55j 781 2501 T6S, R93W, 6th RM. 5 180 NORTH VERNAL., AVE. VERNAL, UTAH 84018 Also, In Section 1, T7S, R93W, 6th PM O Lazier R/01 Lengths N .1126279' 197.74 Rads 062 Mho - GalSo, inc.$ R/6' [ono03 = iJ v4 39961' 24.22 Rads , 0418 Wes Beim! Livestock Raw LangTs = 115472.17' 9777I Rads 2.37 Mics VE4AA�I TYl ` ? i: fZ �Z- � 44T LL,A ` A ‘F°s pi $i!Al; 1-i 4` 4} lit,* g 5. s° i 't p L W �$ i$ ffim #+ 1 p I I A M^ 8 a 1 S 7 34434 RiR 1 A $ R K R R.O.W. ALIGNMENT PJ. 28 STA. 912+37.28 N8S76101- J64.66' PJ. 29 STA 116+01.94 e q+ qq,� m 4 Ga Y r1ti R a R *CY3 a a aO 'h „�O' �{ + h i GET, 14; s �I V ,4 �, is a' M1 �C / 44` p N rAi' a S09'4o11'W 72A1' P.O.SL 1J7+1.X16 30.7407rW J08.37 P1. 35 STA. 13.20.03 + �i 'o� �3{ + M1e n e A 2. n a. } ,p. dy a �8 h 3 •F o, S$ 'El, h A a g N s rang d .m{ ,M1 0. r a G! S a tt. Ta a ♦ n. A w a w U m lTfi ✓mi N �h a ! W ��, +l 3 ♦ � n d R ✓H + n 539Xe7iT 1A137' PJ. 48 STA. 177+79.02 y, an s4 1s{ * '„1 �i Y n a. + � •- � d -p + o h a A., 11. 3 ,� a 4 a Vie{ sL i y{ W . 4 n t' yah{ 4 sV ti 2 "ql I7MINO RES7RJC7AOVS SENS77I - AREA STREAM AND X£RAND SNREAD' CROSSJNG ME7M2D SEED MX .. ,.(132W f R.0. 52 P Aad S I I ''1cb • - _j µ A' .'x �1 .5, i DR 4 q -.es---.'M Pipe Bend Bur 914516 Cr REARMS N47£' is of Rarch9s is /ha South Fina of 5'eµ / ANGLE POINT 87411511EEEVA80N PRE 9010 ANGLE PODNT' STATI04 ELEVA10N 150717P1PE the sw 1/4 et Bretton N. 765; R97W, Q7 6th P.Y. which 4 Wan / a Chabot d w I p o �s RI. 25 112+37.28 5674.8' 101' LEFT P.I. 41 150+8429 8789.Y 25.8' LEFT Aesilhnhg Solatthe Observation da new v P.I. 51 >- -- / C O (P23B) CD 5Z.. 3 t N 9- b N I P.I. 21 116+01.94 5660.9' 9.5' RICHT P.I. 42 758+29.29 5731.1' 34.9' LEFT NB937'41'V a moosurod distance of _ 1 /11 Well Ped �, I I P1. 34 110+61.82 5551.3' 93.8' RICHT P.I. 43 1171+53.12 5779.+' 19.7' RIGHT 26317.0 _ _ _. 1C - • ,• 1 1p I o 4ER8CAL & 40417 9767. 30416 P.I. 31 910+92.55 5658.2' 76.3' LEFT P.1 14 175+61.91 5775.5' 19.6' RIGHT P.I. 90 - i p 11 O n I 4 0.f. 37 127+]x 9Y 5547.x' 83.4' RIGHT P.E 45 176+76.70 6797.5" 59.9' LFFE h 7 411 ` P3. 33 12344801 5941.2' 22.0' RIGHT R1. 48 177+79.02 5792.5' I9.T 11:117 NWT Of fll'VA7KIllS 1941100 I I ~~ J 6.1. 34 130+9077 5659.4' 10' 51014T P.I. 47 180424.90 57755' 23.8' 1177 rtemfbne based rho R,9e 2(Nerrau' �.•� �' P,1. 35 134+2003 5665.3' 9.5' WONT P.I. 48 101+38,69 5776.8` 13.1' LEFT ors an da 72 Sloilon. al Call Yan010,01 PSDB 1/16 5ec1100 fine y ..-„-,.-. .^..,..�„�.. P3 136+93]4 5671.9' 392' LEFT P.I. 49 18747424 8772.4' 4.9' eomane o! fha Sla,bn is P.I. 49 Well Pad of AGB 1 611015501 1 I PL 3357 135454.22 5668.3' 43.2' RICHT P.I. SO 154+7551 8781.3' 17.9' 91087 5,717,i101.00.141.0 72706: me Nod Al Caflfude s - - ____------- td Eln$ /Nee11„, Vimplode - PA. 35 59555' 2.0' MGM P.I. 51 5792.4' RIGH of ttie Varianae Re.N 'I _ _ ---- _ - d i P.1. 39 040H55D 145+44.]9 5895.5' LEFT P.L 52 185+0059 700+6556 5751.9' 9.9' 19{1 9:9' RICHT 39313780' and West roz-erBT.7e' 160400 51 4 -_---_ P.E. 324 S -- _� __ - �� P.I. 40 116+5367 5897.7' 316' 316' MIT PA 48 Cr)7a+59 P.I. - 127400; G f - -- a', F N ! P.I. 31 v e \ _ -- _ _ + f$.M 'NO 11'+ - a M 4 $ .�`i $ i ` S 4 \ a \ Fas. .. v n Y 1 rw1 a.Aep a,R,ss. ` n4 *� I $ ew ter}. ,ov. .. _ P.S. 47 IR 1 1'�9B d y ',tit �. 1 / wry .deo i s.•. 7l COMP De NO78 Y i ii iy54, 1 I 3 ,16A170' P.O. 29 'e \ � d } ,.yd' S s $ r o- bis \ �` P, 45 P.1 52 STA. 166+ares. Owes b a am"� ` $ 1GI �(728NWB) ' n w667B"b� 167941' Haw fns " 3 18 r S •Well Pod - _ South 1/4 c of Scotian zs 8 '-&a - �,4 21974 County s moor coat I \ 8 j �7 Ih z a $`yn9 1p-_______ ____ " ..I." 5 S Centerline Proposed 4\ L� p I a Pipeline Right-of-way N J$ $ a I aha x 5' I 4 I� 1 r^ - Boris at Bearlfw Noisy En ``U O9'FNFR NOM: Ps 28 STA. ti h125'47'06.1- Bldo7' A Smith 1/1 Cnms, Iia (1974 {aunty i R S p. 6I Bash at time's, L the South line e! 02+77.79 bras � 1 A, k I n ` 31 Ina sw, 4 al saarran M. MA rrs79; > Han Me 3 N a a y % _- BOd ! WellPad 2 S 61h P.M 9hkch h taken from anew of See Non 7.I \`N3 �Ptlr R Well Pad Rasilbn/n SateNila F70rennikns to v�, Swse)ar Cap), P.I. 28 `� i. � e: - - - �0 s,. beat N8957',1rW o mewured distance \ .. -.. -.. 1171 u, .r .- . --- _ E a IY s R '�fi110' A ill vn 1 R}' � '- Q Pie Cons(!vc!!al 1 9697 o f Grade 600' • 5454 ....1.1._..ort <+I ft n,�i a �i a uwi p �i n m�a m m'iR n - a� ,v �i v'a,� of N ni h "'�i' u, of �i 4R ,��i N m�'R V m✓, N n t• m • mu�i Y1 ,n s�fns n a a41 G, FN , p �h n ✓i A �INM1 N j¢Y�!. ^ 0nJS N ei N rcl N 1 Y p �nN.1 Nh 122 00 724+00 120+00 128+00 130+00 132+00 134+05 138+00 138+00 940+00 142400 144+00 146+00 149+00 150+50 152+00 154+01 156+00 158+00 190400 162+00 184+00 195+00 189+00 170+00 172+00 174400 178+00 178+00 180+00 192400 184+00 155+00 156+00 BILL 9]( MATERIALS NOTES R6 ERENCE DRAINPIGS LEGEND ENGINE RING RECORD 1 ENCANA GATHERING SERVICES (USA) INC MAIN DC CS 7',41 State /and Surveying. /nc. (435) 781 3501 - SE51109I CORNOIS MAO P•L - POINT OF 101805ECRGN P.O.S.L + POINT ON SECTION LINE RAN - R7GHT-OF-WAY --' FENCE _•._ .= PROPERTY DICE ---DRAINAGEREVISIONS 3AX• 2-9-BF PROPOSED WATER LINE RIGHT-OP-WAY E7 L /r River Waterline from the Last Chance Ditch to the Hunter Mesa Evaporation Pits Located In Sections 14, 15, 23, 26, 35 & 36, 7'65, R93W, 6th P. AA. Also, In Section 1, T7S, R93W, 6th P.M. SCAM AS SitsBN DSC .0' D4-0039C - Sheet' - - a)f 5 - - 180 NORTH VERNAL AVE. VERNAL, UTAH 84078 Dermal Litmsiosli: RA, tenet,' ' 1.1/77.77" AVM Reda 7.93 Wax k 4� t +„ NN '� 2 $ + R 2 P + -8'8 3 2 it 3 S ` E 2 N B + 5.+I2 e�. Z�4 S d d 4Ca"F. ul a by ct ry G* d �a°1r 12 Yhi F44 LL y, j .F d �" u� d o- d 6��. ,X �h 6 m d 2 �"h y 6 ��u mho Mt �'7+ a 1. a 1 �r1 N a C Qw ♦ IIK� !h}� - H� �I, 4 4 ^ w }, v dd 'h N ,-. tl h .l T`f , R 4 N 4 h da H t 1% CIS N 6 ♦ yA{ 'k' °.'T. 'a 4 G! ,.1 R. yy� g T. i C.. N - 1 R 5471227ZZ 57.115' Pi. 82 STA. 210+85.71 �` ^ ehc ♦ ie fir _ Ti tt p n 1$A� l,N, ♦ ' 4 CY M G i`ypT� rai " OY Fv a a 1,� r6 yhu 1` 4 �[a.�' G N a 4 h tT 1 N in. 6{ n 4 b d 4 G Bi 6 ,, 1. " n a j¢ �i,',i y, ' W+ G^ n V. �,� tW�� aF 2' Ga N �'. 6 • �{ w j Nn R g ,iS ' w3 a '•,yy1 ♦ P1 q t . ,I,, a Wu 1d N L ? G7 4!. Ij S t " N g a „ 1 G„{E,'. �+. a $ a 2 ?: rv,`l a i� Rj ; �7j y^+� � 1 GSC ii g' a yx� N y FIS 2 4 '� tl AMINE RESTRICNONS SENSI ME AREA STREAU AND HE AND STREAM CROSS/NO METHOD -- SEED MIX A p6 sec. 0Y42A!£i'P RE NOM . / S\ f 0138) s1, _ FSry $'' sAr'1 �. e \ i Well Pad 4 L 6w •y\ A.," 9L H6 $4 1 nn,.y \ P.1 37 5ra 1(13+4a9B N60D7'25Y mane .Sar7h Y/i Corner r .I i Fa A m + . pp \ f 1LJ , yg5La\ , �, nwn q 1 4 °'d $ 1 W from In, geL La 5.f. l+ 0`\ Ili F}u¢ " $ , Ke �5L4 - ' of 5¢efFw 76 �dfi 71 h "F f� \'. / $ ' g g1�4 to X14 ' 5 r/ .... 54` rare¢ i ` �l g 8 \ } $ 4 n rSn `•^'�, 0 \ ! (H36 X) a Y 9, Gam' $ g \ 'O ¢ \ n d (P28) Lin * eyN p,Rilye,_ `a *i \ �! ��!; �, `nes i d ••�,_:. - / 'i !1 '�y *.... .• y 1iiid Well Fad I SEd,_9- Y S.$ 8 n R o CenferAns Prgr7ws61d a ' / / 8� • IIi �� ` a $ a PQeiH:e RIr�1f-oP-woy ��`���� '� \ n rl \ \ i l '� \ \ o 9! - -- " \ ra � „aP, a �' 2' ,y -- o /' te �' ' uj'; / \ a ep \ . (P28B) a. T. $ r U"5114 a n $ \ rye. `` 2' yL66W Well Pad/f L 04' li4 d \ ,pyd' R 7ti X19 ' ' 1� Pipe Bend Boz NE ° ' SLS 4• 11•\ 2,2''''7 fisa a. A ANGLE POINT 57A110N ELEVATION PPE BEND NICLE POINT STATION EUVATION PIPE RENO a Y hti \ `.�`` 4 55911 '� �+�� / P.I. 51 565+4096 5702,4' 22.5. ma R1. 66 216+2294 5915.8` 2.4' LEFT W14 \ \\\ 5YI p'j. • \ LLQ 5�4 \ ,agi10 - gL P.I. 52 860+00.59 5786.9' 9.9 RNlNT P.I. 67 240+04.69 59264' 27' REMIT e..! f P.I. 53 169+14.47 5799.5' 67 IEEE PE 69 277496.12 5924.0 10.6' RIGHT a \ PP"f 24L480 :S AN71E'- P.1. 54 132 9a26 5797,' 7.1' MOLT P.I. 69 224141.43 59010' 7.3. LIFT @ws of Heorbl�. N 3aaYA the W `\ ,$ PI 55 193479.17 58019' 5.8' HEFT P.1. 79 73040761 59171 a1 RIGHT 4 \•'�_ \ �,� ly'A j yFO� m4 5W I al 5 lion r2', 765 8937$ P.IN..r ran Loll a 4'4¢Anl P3. 56 195+48.79 59216 N.3' LEFT P.1. 71 231+5544 5918.7 741' FUGHT F`'' tpG ,f �¢`¢ 2 y �••. � .6.• SafaWla Cdaarvo le bra 081 P.I. 57 197+1190 5875,7' 14.7 (EFT P3. 71 233+05.40 5915.7 17.9' Poi11T �+d' ¢R L4V� 41` \� ''•,a I M@457'41 W o saved d'slan to al P.I. 58 199+51.99 5851 4 0,9' LEFT Pi 73 237+1515 59217 5.7 RICHT g P.I. 80 204+70.79 5871.4' 3,0' 1 P.1 75 248+49.80 5943.9' I.9' LEFT Q ` P.I. 80 204+76.79 4877.9` 3.6` LEFT P.t. 75 143+40.80 59468' 1.9' LEFT 55P' .0, P.I. 81 209+9005 0940.2' 24.1' RICHT RI. 76 249417.83 3955.9' 19.2' RIGHT R \ o 'q a !1 �} ![one Amnage SYallan� 7.163 210+65,711,555921.9' RIGHT P.I. 77 151+99.65 59561' LEFT 09. 2584 P.Y; @@SIA. 7.4 8 N5o al, ,Tri 04, 54fon ry p Iy J 5� g8 7A¢ NAo @3 ebwtion al In Slofbn 9 p,L 63 T11+41.91 5928.9' 21.5' 21.5' RICHT P.I. 78 151+59.85 3959,8' T.3' RICHT 1,5' 1595 S@671:7!'✓M I,79.5.f1@' hwn fha �9``. /1L9 5.771.16: me Naa 83 tot 11aW 3 4 7 P.I. 64 214+09.53 5950.6' 37.1' LEFT P.I. 79 257+35.55 5976.1' 59,6' LEFT Cas! 1�O Cama' a1 5¢cf'ri 36 A \� 1 lmoi!ade of this 5lulion or AI i S$ 19:7! 538(7' and Nes( 187V7'O7.le� P.I. 55 214+90.39 59516' 41.8' LEFT P.P. 80 255+05.45 5971.5' 55.3' RICHT (e¢M@ P I@frl fqn TS 15.806(. $4j ,1�' NJ4RCAL d HOR120NTAL SCALE yg 4r' I � �dd2i e N c � � � R � e Pr� onslrlrcilon GlOde _ _ . 3 700 w - n N rGG1 N .. ♦ R r^.j1 ,�j �Q1 y�j n m n X t'2' 1 g N Y2' �i N' in Q'', in n u� N1 V1 dui v! 4t [1 N I�1 VY as v} o u�' 'eqi Vi N Vt +n .%' VI 2'5 �'1 .. n s{ uS'1 h W v1 .� .� ,d ,n N n n� ad g2' 111 • �1 pv N N V, YL n $ Yf N ISI o IIpT ,n .'i IR r2' �1 aY'1 n I gl 1mp? 'iii ,a 199+00 100+00 199+90 194+00 195+00 1981.00 200+off 202+00 204+00 206+90 200+00 210+00 214+00 214+00 219+00 218400 220+00 222+00 274+50 220+00 238+00 250+00 732+00 274+00 236+00 238+00 740+00 742 00 244+00 246+00 NB+00 250+00 157+06 754+00 REFERENCE DRAV8NGS LEGEND ENCANA GATHERING SERVICES (USA) INC MANN Bk r. CAA MAN ► .fit d State land Surveying. Inc. 781 2501 = SECIRNI CORNERS FOUND PE = POINT 9F INTERSECTION P.O.S.L. = POW ON SECOON LRA N/W _RIGHT-Or -WAY - .-e FENCE OFRTT LINE - - . DRAINAGE 19.4 7-9-0. PROPOSED WATER LINE RIGHT-- OF- WAY River Waterline from the Last Chance Ditch to the Hunter Mesa Evaporation Pits Located In Sections 14, 15, 23, 26, 35 & 36, P.M. Also, 2'n SeTct on 1, T75thR93W, 6th P.M. SCAM AS SHONN DAV I 04-00390 Sheet' 4 - o1 5\(435) - - -. - - - ---RENSIONS ` . { )1361(1 NORTH 'VERNAL AVE. VERNAL, UTAH 84078 z o Bgn.sd Lives oak R/R'Lengths - fa472ir 937,71 Rude N 7.88 WasME E Ui PIPELINE RIGHT-OF-WAY DESCRIPTION A P;PELUNE 41 -OF -WAY LOCATED IN 111E 5E 4/4 4 1/4 OF 540006 15; .0.150, 74 THE SW 1/4 SW 1/4 SECTION 14; ALSO, IN 5ECRON 23;. A750,144 444 4451 1/2 OF SECTION 26; ALSO. 114 THE NE 1/4 NE 1/4 OF 5411106 35; ALSO. IN SECTION 35. /AL IN TES, 11939, 618 P.N. AIM IN THE EAST 1/2 OF 544471[6 1, 175,'6934. 618 P.Y. 014044(1.0 Comm 440.0RA014 111E TYN1ERUNE OF 5140 615411-04-WA2 BEING 1109E PARM7ILARY 005CR1819 A5 849.1014 MORNING AE A PONT IN 141E SE 1/4 SE 1/4 OF SECTION 15, TIS. 9931 4)4. P N WHICH BEARS. 600'56'18'* 506.25' FROM 131E SOUTHEAST 0394.111or OF 5810 SECTION 45 (BEING A MAR); THENCE N8213611'1 4.06' TO A PONT ON THE 11E51 NNE OF THE 544 1/4 BF SECTION 14, 105, 09348. 646 P.Y. WADCN BEARS 4093059 W 508.77' FROM 1HE SOUTHWEST CORNER OF 5170 5E011017 14, 64(804 882106.51'[ 172.50', THENCE 5074453'44 148.77'; wow 23, 165, 04 THE 3�bN44 229ORNER�401 OF 5ECRON 23, 5251494101E 96262'; 1NENCECE 0517"3470"35.04rE 385.19' To A 140141 oN THE NORTH UNE OF Dir kw 1/4 E 210.65' N111NCE 563'09'OB"W 47047; THENCE�S52'52'06'W 125.15'; THENCE 95926'49"* 126.72'; THENCE 5138'49'07'71123.86'; THENCE 544'24'31'44 173.92'; THENCE 56956'56'* 419.89`; 1HENEE 58113'13•* 177.72': THENCE 518'13'36 290.27'; 'MICE 5224917'W 223-65': 444(1404 590'31'13'4 373.55'; THENCE 50117121'99 551.03'; THENCE 529'08`40'W 104.02'; MENGE 522'35'14'W 176.60'; THENCE 533'05'48'W 464.61: THENCE 51471'24.W 435.01"; MENCE 5000215-W 326.7e; THENCE 56.3110'S6'W 279.18; 044604 54435`46'4 117.01; THENCE 61539'1l'1 350.43; 76410E N09'48'03 -E 381.66"; THENCE 1174'46'00'£ 259.86'; 171ENC4 52170064E 17073'; THENCE 9627204244E 250.37; 111180E 51317381E 11309'; THENCE 500'41'28'W 741.78; THENCE 509'4011'* 22.39' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF 5401106 26, 465. 963W. 614, P.M. WHIO4 BEARS N52'47'49'5 1540.15' FRCP INE N0R19 1/4 CORNER OF 5N0 5£1006 26 (BEING A 1171 003697 5411441702 CAP). THENCE 50910'11'* 306.87'; THENCE 51412'25'44 263.71'; THENCE S19'513'101E 47048': THENCE S2315'11'9' 194.24'; THENCE 5251532'44 494-79'; 1HE66E 5404457-W 119.98; THENCE 5/4'14'00'44 44951'4 THENCE 91944'17'44 73591', THENCE 51115'24'E 162413; MERLE 500.5137'E 111.454; 1114601 51902'10'* 113.79; MINCE 53928'11'44 10032: THENCE 55648'15'! 21599; THENCE 562'39'35'£ 114.79; THENCE 684{551'4 134.55'; THENCE 689'0734'[ 201.30'; THENCE 578'00'04"E 65.42'; THENCE 555'24'44'E 259.63; THENCE 545'20'20'! 11366'; THENCE 546'04'774 313.79'; THENCE 53550'02'E 110.91'; THENCE 544'3737'E 207.67'; THENCE S56'36'74'1 167,11'; THENCE 573'41'19'E 123.40' TOA POINT ON THE NORTH UNE OF ME NE 1/4 OF SECTION 36, 765, R93W, 656 P.N. 14HICH BEARS 698'5004"W 315.94' FROM THE NORTHEAST CORNER WOF S/ OF [SEC 1104 3*, 7445 35 (BEINC 144493*, 6Th P.Y.1981 CAT.. LS I5146). THENCE NHICH BEARS SOOYT26'EE42.844'tlFROM ME4MORM4EST CORNER 7084 5410 SECTION 35,E WEST THENCE 1RE OF 574'34'4114 134.29'; 1HEMCE 597'3712'4 15594; THENCE 57106'57"E 221.27; THENCE 547'02'12'E 87,65'; THENCE 521'59'40"1 76.20; THENCE 506'29'18'4 297,02'; THENCE 545'4147'4 80.56'; THENCE 567'34'77'4 331.65'; 044110E 5884564334E 757.05'; 76465E 56715'46'4 712.83'; MERGE 57418'47'4 144.51'; THENCE 553'55'47"E 566.18'; NONCE 575'51'47'E 147.63'; THENCE 55124'464 149.96; THENCE 53315'14'E 459.95'; MEHCE 528'03'05'44 173.28'; THENCE 529'54'39'E 652.11; 111460E 531'4355'E 377.13', TNENc1 51337'32'E 78.72'; THENCE S37'14'15'1 173.00'; 111114CE 52514152'4 663:10'; 0417144E 59918'56'1 69.90'; MENOE 93401'06'4 627.14'; THENCE 531'10'55'1 1505.64'; THENCE 225'02'35'0 42.58'; MERGE 502'43'17'E 155.91'; THENCE 518'06'22'44 107.75' TO A PONT ON THE NORTH UNE OF LOT 1 OF SEC11044 1, T79, 99314, 8+, P.M. WH1C71 BEARS S89'38'31'9 94.52' FROM THE NORTHEAST CORNER OF 5113 SECTION 1 (BEING A 1947 GRASS CAP), THENCE 518'06'72'* 28.35'; THENCE 5130'17'71'E 770.59': THENCE 51312'12'E 15128'; THENCE 50054/0446 550.97'; 10490E 51490'15'* 194.89' TO A POINT IN THE 5E 1/4 SE 1/4 OF SAID SECTOR 1 111-101 BEARS NOYIS'44'W 1274.43' FROM THE SOUTHEAST CORNER OT 5615 SECTION 1 (BEING A 1917 BRASS CAP). BASIS OF BEARINGS 15 TEE SOUTH LFNE OF ME SW 1/4 OF 5EC70N 14, T85, 0534; 6TH P.M. 1411.104 15 TANEN FROM A GLOBAL POSITIONING 5ATELLTE 09SERM4AON TO BEAR 859'57'41'W A MEASURED DISTANCE OF 2831.16' CT a Ly t 3 gp 1.1 a 41 O 4 4114 w 2= \++ 4 a W I I I I 16 I I y 1 6 411.2:'-': Y + R 7 ' u' .SA g�F a a4I N t1 s�'°1 t+ n n ry n .+ n ROM. AIJGNMENT �, + , n .i ffuu 55 },. 1 YYtE 1" .4 a $ �5vv7l id q4� nl 1 2 �-, !!�� J ,r,:.., 1 S C 2 -4 m *1 641 qi 'L, ,7 {gcN G A s CLLAII -1 n 55 4 -1 w g �5 n ry l,19., A .5 1 a + 55 10 N 4 14 h. 4: N d 2. „� 84 It ,„ d R s m "I i yl a N ry 4 •d L' 2 y 5 11 v{ 12 5 w 2 - } 5 h 1 • 55 -4 nq SZ TIMING RESI0CDONS SENSIRPE AREA STREAM AND NERAND STREAM CROSSING METHOD SEED MIX • 8445 D4" II[YAlA]%5 E y��+�74 , r• a 4044 • ' 1 '95j +� / f4 eslio a bused uu Me Ribs 7 Bd/ea! '. Pepe Bend Boz (y. �_ a$ \' ll4h, _ of fond*1110606804004144) I svabffon Static. V yY .4, N, I `� 11 \8J� !he NAD N e/ewfion of IAO Stollen 4 4680 PPNT 51141496 111%ATd4 PoPE 8€49 ,�_ U ! 537306'. Me Nod 438 latitude d 8 V \ PJ. 76 251+09.65 5956.8" 216' 'LEFT ,S1///' I% /y,.. 9 J \ ` r 1,,,aads a/ (Oh 5lofbn ors kora e, i _ _' K l $ P.A 77 257+95.55 587x1' 7.5' RIGHT • . ` B7' .. �� p, j \ 39315.1.69' and West IB7%7A7.7d' Y $ 9 P.1.76 255+0x45 5971.5' 59.6' IFFI / [Gy Illi{{ I o c� _� \+ 1 i 1 BARS Of WARMS MAC P.I. 79 284+37.59 5965.6' 55.3' RIGHT / 4.' 'l/5�` of P io4s & The fine P/ CO 1 ti 5 / P.1. 84 279+34.23 6006.1' 0.7' Lfl T / / \ , 4441 1-5 - `- i Me SW I/4 of Section 14, f65, 6931I P.I. 81 760127.49 6006.3' 9.1' RIGHT + - 1.44 1 \ / 614 P.M Web 4 faker from a Globe; ` P,1. 62 261+93,40 6007.3 22.3' Iowa - fPositioning Salable /bsawban f9 boar 'r7 � n N8951Y1M'" distance PI. 63 263+19.59 60109' 20.4' RIGHT y,� \ .4 - P1Pn1'ne _ _ .. pl a .-" ,yp -' (.NI / o measured of ` 2&!14111' P.4 64 296+P9 9P 5941 0' 14.4• LEFT �pyf Ra 1risW,5 m R 1E / $ 4'e_ _ $ ,4,� I a0d,'/ ,{ / P.1. 65 297+51.37 6941.3' 116' LEFT " 73@ _ - t. -4 447°- ' s c.. lJ / O °T,! P.1. 88 298+07.34 6041.0' 14.8' R11;tl7 _ �.aa� \ 1402 ,;, mm ...... i$ ��. Y r \ -y P.I. 87 299487.23 606x3' 13.3' 491411 ___- �_1 \ 0 1P0°' S $ ~ \ \ LYVPAVFR 7184 NDIE• \ 41 Well 'Bd tiv } Cent€rhos �? Proposed P7pellne $ y Ly Righl-nl--way ,�° r �" it '•• 1 - ,' 141 , 1+ Ii / \ \ \ ..7'7 \ 364q, \ - \ 4\ ```` -`' P.F. 7fi STA. 791+fi9.63 beer \ 587%057'* 1630.71' Aril the !p 4. foaI !p Coma a/ Saef7on 3d v . (1987 C44o 15 15446 V of \ 3 / I \ +`t ,,�' j h 4 ih& �y r i 2' ,, �(' /� RJ Y .' 62, '. (((� >9e11 Pad F �A1\ o 4'' ` \ b g `-`' '.� \ $,o , 1. •`' �' h .y 84.4 \ mew -or -WAY + P1 87 SY6 293+87.. \ Ob ..'`•` '', Of Slab our) I r / h1� I 4f4.. V ` \ /..., 6 p ` �1101E�1�l 4' 4 G P 5comp 7A. 299++97x7 bees ylg, 1 HUNTER MESA - \ + / 17ENBCAL t 1109 29 6 781 SCAIE p4 .9 @ °Fast } ♦4` "` Y Nd57$'4B'5' 1274-43' 6vn 101 yi ,4\ 4, COMPRESSOR.- \ Ip Caner of Section 9if /1947 Burrs Copj / ',\ STATION � za L3 1200'.e 44 14 1 4, I ; 1 6200' # n PY9 CTM9IPYC4'Wn 1 a ry a ry R a N 0 6000' 5600 51100' h �G �S n m n n o � �{ a � 11 � m e• m - m m h o. � h n m '¢j' i1 � a b pm n � u ie 4a n Y b c; b O �p i; �j Qn ♦pq b � ,a C'S tl o m g n n n �rp m vN n '[� 754!60 x54400 258+00 280+08 282+00 2644400 286490 769+00 270+49 272+00 274+00 276+00 278+00 290400 792+09 204+00 266+BO 286+00 290400 2824400 294+00 296+88 298400 J W BILL OF S6ATER4ALS NOTES REFERENCE 0RA1NNGS LEGEND ENGINEERING RECORD ENCANA�`F L6AY4a,L7A�A GATHERING SERVICES' (USA) INC a0.44*8: F. F,IA Fri State Lana' Surveying. Inc. \(435) 781 2501 SECTION CORNERS 8400140 P.4PA, - POINT OON 1195045505 9/W . RIGHT -or -WAY -4--FENCE _••_.. PROPERTY LINE -..-. GRAIN/<7: 194921 2-70-04 PROPOSED WATER LINE RIGHT-OF-WAY }� WaterlineLast River Waterline ,from the Last Chance Ditch to the Hunter Mesa Evaporation Pits Located In Sections 14, 15, 23, 26, 35 .o 36, T6S, R93W, 6th P.M. Also, In Section 1, T7S, R93W, 6111. P.M. 56'Atf. AS 41(7161 DMI 04-0039E - sheet; 1� - - - REVISIONS 0L' 5 - - 1410 6014511 VEFiNA4. AVE. VERNAL. UTAH 84070