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Home My WebLink About3.3.6 Site SpecificationsNO1'0812 E NO0 °04'13"W 1951 GLO Brass Cap Battlement Mesa Land Investments PA 13-5 S87°56'09'E T. 7 S. Calculated Locatlan � . co PROPOSED PAD ELEV.: 5104.0 AO EXIST. GROUND ELEV.: 5104.0 o • BOTTOM HOLE LOCATION ' ' ' 2184 FSL, 184 FWL Lat.: 30.465488° Long.: -108.030346° ti N.: 1604381.5 (COSP) sP E.: 2285718.0 (COSP) b 86 Rebar 2869' ..SURFACE HQ,L. E.LQC..TION. 1811 FSL,: 2325 FEL Lat.: 39;464507 ° Long.: -108.020263 ° N.: 160394B.1 (COSP) E.: 2288553.7 (COSP) Brass Cap LSff 15651 N88 °55'23 "W 2671.25' SEE GRADING AND PAD LAYOUT SHEET FOR VISIBLE IMPROVEMENTS WITHIN 200' OF THIS LOCATION SURVEYORS STATEMENT 6CC ° Brass Cap LS; 1779 5313.31' 921 GLO Brass Cap 063 0• 110 0133 0133 1811' 2325' Comer:Established from Reference Monuments GLO Brass Cap m„ OS,sE0OOS N86°59'40"W l : — GRAPHIC SCALE IN FEET 1 mai. moo FEET I, MICHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO DQREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREP. ED:T11 wyDIRECT SUPERVISION AND HAS BEEN STAKED QN TJIE,6R6FIND AS'SIJOWN ON THE PLAT AND CHECKING THtT?`TFI£S M'IP•I,S.' `1TRIIA7 EPRESENTATION THEREOF. c2 MICHAEL J. L4NQI d E, COLORADO RF'GISTRATION NO. 36572 FOR AND ON B11OEf7P 0n.?= 40 BOOKCLIFF SURVE SERVJC> REFERENCES 1) 1889 SURVEY T. 7 5., R. 95 W., 6th Rif (CLO PLA71 2) U.S G.S. QUAD: PARACHU1E. CO 3) THE CURRENT RIVER SHO WN 15 ROT Thr THE SAME LOCATION ASIT WAS IN 1889:THERPORE 1HE GOVERNMENT LOTS SHONNARS APPROXIMATE. �:, .a. - tom.- zs.'• ;Fro-�,rs.�;;�;; SURVEY DATE: 6/11/08 MAP DATE: 11/ 21 /08 SCALE: 1" = 1000' SHEET: 1 of 9 PROJECT: Wiltinms NOTES 2666.34' - LEGEND - FIELD LOCATED SECTION MONUMENTS AS DESCRIBED FIELD SURVEYED rky WRT,T LOCATION sr - CALCULATED BOTTOM HOLE LOCATION CALCULATED SECTION • CORNER LOCATION I) ELEVATIONS BASED ON N.A. Y.D. 1988 PUBLISHED COORDINATES 2)1A77TUDES AND LONGITUDES ARE BASE ON NAD 83 PUBLISHED COORDINATES 3) STATE PLANE COORDINATES ARE BASED ON COLORADO CENTRAL ZONE, U.S. SURVEY FEET. 4) ELEVATION MASK SET 7O 15° 5) GPS OPERATOR J. KIRKPATRICK, OBSERVED A PDOP OF LESS THAN 6.0 6) SURFACE AND BOTTOM HOLE LOCATIONS ARE MEASURED 90° FROM SECTION LINES. WELL LOCATION PLAT Prepared for: whams, Williams Production, RMT NW1/4 SE1/4, SECTION 5 T. 7 S., R. 95 W of the 6th P.M. GARFIELD COUNTY, COLORADO B c A Existing Ground b C 6.5' 20 50' Existing Ground /IC 0.2' Production Equip. Area WELLS Proposed Drill Pad Surface CONTAINMENT BERM 90' F0.9' F1.4' 84' 10 Proposed Drill Pad Surface 109' F 0.1' C7.0' CUT— — �• Existing Cuttings Trench (12' depth) C 0.8' 94' — \ — 160' AA STRAW BALE BARRIER STRAW BALE BARRIER F0.5' BB r Existing Ground - C 9,3' cc Proposed Drill Pad Surface SCALE: Horiz.: 1" = 60' Vert. : 1" = 20' *NOTE: ALL PROPOSED CUT AND FILL SIDE SLOPES ARE AT 1.5:1 UNLESS OTHERWISE NOTED. 1J6 Cast Th dSLmt MJIe, Caa uto si 450 ph. WO) 6.73 1336 ��////��///��// For (9701615JT771i�"'lll�� iL BOOKCIIFF Survey Services, Inc. SCALE: AS NOTED DATE: T1/20/08 SHEET: 3 of 9 PROJECT: Williams DFT: CWS Construction Plan Prepared for: Williams Williams Production, RMT GV 82-5 Drill Pad - Sheet 3 DRILL PAD CROSS SECTIONS Daylight Line Exist. Limit of Disturbance Exist. Limit of Disturbance STEAM BOILER T DIESEL TAW/ PMAP - GENERATOR L HOUSE GENERATOR HOUSE WATER TANK V-0008 PIPE BOOM 0000 BULK STORAGE TANKS i 1 KNUCKLE BOOM CRANE 0 FLOOR DRILLING .00 60. 0 ## xx 2 c rn rd N CUTTINGS BOX SEE GRADING PLAN & G PAD LAYOUT SHEET FOR 2 WELL DESIGNATIONS. n St ckP� e Topsoil Araa Excess Plt & Pad Material E i -I rn F\t qCG \ \ R \ oaw \ Q Existing Ditch 776 Lau Tont 00 R..r, Cdrodo WIESO FR R701E25-7770 far: (9707 625.77.7 _Aiwa BOOT a 2 Survey Services, Inc. SCALE: DATE: SHEET,: PROJECT: DFT: I"=60' 11/20/08 4 of 9 Williams CWS Construction Plan Prepared for: Jms. Williams Production, RMT GTT 82-5 Drill Pad - Sheet 4 DRILL RIG LAYOUT PA 13-5 NAz. 278°44'54" 2869 ft. PA 23-5 NAz. 290°32'02" 1810 ft. PA 313-5 N Az. 273°18'53" 1810ft 722' PA 413-5 NAz. 266°43'01" 2428 ft. PA 314-5 NAz. 253°05'25" 2524 ft. 554' 312' 0PA 14-5 NAz. 259°29'50" 24I2ft. t. 302' 399' PA 414-5 NAz. 244°36'39" 2621 ft. 296' PA 514-5 NAz. 239°38'53" 2794 ft. 560' Battlement Mesa PUD vcib �'1r) Colorado River 252' to Overhead Line 301' to Nearest 1 Property Line/ 792'1'----- PA - PA 423-5 NAz. 25I 050'41 773 ft. Subdivision Bndry. PA 324-5 NAz. 231°38'56" 1463 ft. 1248' Subdivision Bndry. 605` LC PA 524- 5 NAz. 2I4°5633" 1888 ft. GieeV- ttrjt a �510� Subdivision Bndry. 800' REVISED: 11/26/08 PA 33-5 N Az. 354°4829" 627 ft. 607' PA 333-5 NAz. 54'05'02 584 ft. • 1380' to Nearest Public Road PA 34-5 NAz. 162°37'51" 7696 1396' Section 5 Section 8 Battlement Mesa Land Investments 1122' 339' PA 334-5 NAz. 164°37'30" 1094 t. 1]6 ran 77°1 Sloe.. cda.aea 67650 PR (7707 725.1030 Fax f9701615-]77�1�� :00KCLIFF SuryServices, Inc. SCALE: DATE: SHEET: PROJECT. DFT.• 1" = 500' 11/20/08 6 of 9 Williams CWS Construction Plan Prepared for: _whams. Williams Production, RMT GV 82-5 Drill Pad - Sheet 6 CURRENT FOOTAGES Exist. Limit of Disturbance Edge of Original Pad Edge of Reclaimed Pad roposed \ Fence i t � 1 \\\ `� \ ` \ • - --� Edge of �m CD t ao Edge of Reclaimed Pad \\\ar �\. —5110- X Original pad —\ t` -1"0.0°E-fire Daylight \ \ Existing Ditch •o ckP_ie . \ _ Line- . \ 'St Exist. Limit of Disturbance \ \ \ ` `\ \ Proposed �� \ \ \ \ Pence \ ` TOTAL DISTURBED 2.27 ac RECLAIMED AREA: 1.23 ac UnRECLA/MEDAREA: 1.04 as (Shaded Area) NOTES: 1.) RECLAIMED SLOPES VARY AS SHOWN. (4:1 TYp`) yam\ Ss Rona 136 East Runt Litre P. C.1- md, 61650 Ph_ (0 70) 6251330 ►��///�//�� Fax (0701 625.277:06A LOO a F 1 Survey Services, Inc. SCALE: DATE: SHEET: PROJECT: DFT: 1"=60' 11/20/08 7of9 Williams CWS Construction Plan Prepared for: rims. Williams Production, RMT GV 82-5 Drill Pad - Sheet 7 RECLAIMED PAD & PRODUCTION EQUIPMENT A f Exist. Limit of Disturbance 100' 50' 0 PLUGGED and ABANDONED WELLS AA Ir \�� I1 �\ -- --- - �1 11 1 .� �� \ . psi � �\—� � " . ' - � ' � �' � � Existing Ditch BB CC `N.:\ ,y \ \ \ 130 Gan Mini thro R( . Coizralu 11105D Fax (970) 9.75,2771 PK (P70)6251.30 I��f��////////��//////��'''��/ BOOKaI 1 Survey Services, Inc. SCALE: 1" x: 60' DATE: 11/20/08 SHEET. 8 o(9 PROJECT: Williams DFT: CWS Construction Plan Prepared for: Williams Production, RMT GV 82-5 Drill Pad - Sheet 8 FINAL RECLAIMED PAD q_ WELLS Existing Ground —\ Reclaimed % Pad Surface \ Reclaimed Pad Surface \ Existing Ground Reclaimed Pad Surface AA Existing Ground BB SCALE: Horiz.: 1" = 60' Vert. : 1" = 20' CC 'NOTE: ALL RECLAIMED CUT AND FILL SIDE SLOPES ARE AT 4:1 UNLESS OTHERWISE NOTED. 1.1t, La= Third Shnft 1hjie. CUFrudo Bf 6:10 Ph P70)4254.110 Fax F(7O) 75.3 77 3 BOOKaff Survey Services, Inc. SCALE: DATE: SHEET: PROJECT: DFT: AS NOTED 11/20/08 9 of 9 Williams CWS Construction Plan Prepared for: Williams. Williams Production, RMT GV 82-5 DWI Pad - Sheet 9 CROSS SECTIONS FINAL RECLAIMED PAD Geologist Information General: Existing location, 5 existing wells, 16 new wells Ownership: Fee Surface (Battlement Mesa Partners), Fee Minerals SUA Status: Have Spacing Units: All new wells bottom -hole in S/2 Sec. 5 (320 acre lay -down unit) Adjacent Owners: Knight, Hicks and Key Equity Holdings and others }r s- , •'. • IC Plan of Development Access: Use existing access Drilling: Efficiency Rig Cuttings: In cuttings trench on location SIMOPS: Yes Completion: Frac from GV 64-5 (Knight) pad; 3-4" frac lines to lie along north side of access road. Flowback: Back to GV 64-5 pad Prod Equip: Production equipment to be on south west side of pad in a 50'x230' area with an additional 20'x50' temporary area on the SW side of the pad. Pipeline: No new pipelines needed. • a 1 i r _4 ` Legend Existing Road Pipeline (Valley) - - Pipeline (Valley, Proposed) — Existing Well Proposed Daylight Line Proposed Pad or Pit • • • • Proposed Production Equipment Area Existing Overhead Electric -- Existing Production Equipment —+- Existing Fence O:IPraJects\PIC\Parachule10811125_GV 82-5POOlPOD.mxd ktee 12/1/2008 1:48:22 PM Williams Production RMT GV 82-5 Plan of Development T7S R95W, Section 5 Date Prepared: December 1, 2008 Whams. Exist. Limit of Disturbance ME =I MI MI GRAPHIC SCALE IN FEET 1 Mkt • f.0 FEET Exist. PA 433-5 ExIsIPA 24-5 , • • Exl PA 424-5 Exist. PA 434-5 ..-- --" ,.. cko'd ......• 1,57 ' ,....--•- .... ' NOCev ..1- V.‘9‘ . .., . . . . • •0\. 0* -0 C4. 'P 4' _ _ Exist. -GV 82;5 5110 S120 - - _ 5130 - - -of Disturbanee Existing pad elevation: 5104' LOCATION PA 433-5 PA 24-5 PA 424-5 SPNAD83 1603923.88 1603918.33 1603906.76 SPHAD83 X LOCAL_Y LOCAL_X I 228858621 94933.1747 92136.9984 2286591.47 94927.7583 92142.3991 PA 434-5 1603895.75 GV 82-5 160389022 2288601.52 2288611.52 2288605.08 94916.4435 94905.6875 94899.9942 92152.7425 92163.0217 92156.7221 Existing Ditch EXISTING WELL DATA: WELL NORTHING EASTING PA 433-5 1603923.88 2288586.21 PA 24-5 1603918.33 2288591.47 PA 424-5 1603906.76 2288601.52 PA 434-5 1603895.76 2288611.52 GV 82-5 1603890.22 2288605.08 EARTHWORKS VOLUMES: Cut: 0 cy Fill: 0 cy Pit Vol: 1700 cy 135 East Mint Wan Rifle, Colorado 81650 Fh (970)6254330 Foo(0Th) 625-2:mafiL BOOKCLU Sury Services, Inc. SCALE: DATE: SHEET: PROJECT: DFT: 1".. 60 9/23/08 1 of 1 Williams CWS Construction Plan Prepared for: Williams. Williams Production, RMT Battlement Mesa Partners GV 82-5 Drill Pad PRELIMINARY LOCATION Exist. Limit of Disturbance 35 MI OM GRAPHIC SCALE IN FEET 107011 • 50 FEET \>> ekS 9.02' 00- \ Exist. PA 433-5 Existing pad elevation: 5104' - _ — _ 5130 Exist. Limit - - - - _of_DisturbandeT_ — - — LOCATION SPIIAD83_Y SPHADI13X 112EALL LOCAL_X PA 433-5 1603923.88 2288586.21 94933.1747 '92136.9984 PA 24-5 1603918.33 2288591 .47 94927.7583 92142.3991 PA 424-5 1603906.76 2288601 .52 94916.4435 92152.7425 PA 434-5 1603895.75 2288611.52 94905.6875 92163.0217 GV 82-5 1603890.22 2288605.08 94899.9942 '92156.7221 Existing Ditch EXISTING WELL DATA: WELL NORTHING EASTING PA 433-5 1603923.88 2288586.21 PA 24-5 1603918.33 2288591.47 PA 424-5 1603906.76 2288601.52 PA 434-5 1603895.76 2288611.52 GV 82-5 1603890.22 2288605.08 EARTHWORKS VOLUMES: Cut: 0 cy All: 0 cy Pit Vol: 1700 cy 736 East Third Stn., R(fle, Colorado 81650 M. (970)6254330 Fr -x(970)6254773 BOOKaff Sury Services, Ina SCALE: DATE: SHEET: PROJECT: DFT: 1"= 60 9/23/08 I of I Williams CWS Construction Plan Prepared for: Williams. Williams Production, RMT Battlement Mesa Partners GV 82-5 Drill Pad PRELIMINARY LOCATION PICEANCE VLY NAD 83 W a i ams / / Well Name: GV 82-5 Surface Location 82 582-5 Pad North American Datum 1983 , US State Plane 198,3Calorado Central Zone Ground Elevation: 5103.0 +N!/ -W Northing Easting Latittude Longitude Slot 0.0 0.1603890.212886052tr 27' 51.698/08° 1' 12.271 W B11 Gyro KB san'KB @ 5103.08 (Gyro KB sam) 550 PA 23.5 - - PA 33-5 — — — - PA 3-5 PA 523-5 PA313-5 ----. r.• */,--PA 33 -- ♦ O A, _ _, GV 62-5 - O - p PA 413.5 PA 14-5 PA 423-5- - - 24-5 !� PA 433-5 1\i, -550 i L 7 - O - (17 - ------__._..— - • 314-5 - -- — - — --.--•---PA PA 324-5 - PA 34.5 -1100 - - PA -414-5 --- - PA 514-5 PA 424-5 PA 524-5 PA 334-5 PA 434-5 -1650 ---i -•- i t Ir -2750 1 1 1 1 1, 1 1 i -2200 1 1 1 1 1 1 t h -1650 1 1 i -1100 West( -)/East(+) 1 -550 (550 ft/in) 1 1 0 �_ 11 I PA 550 l `O �Q AO Av A 0 0 V ° VA AO A AV 6 D 0 A 400 J ?000 Oo N