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HomeMy WebLinkAbout1.28 Pipeline SUPPipeline Special Use Permit Ursa Operating Company Battlement Mesa Land Investments Major Impact Review Application Battlement Mesa PUD Phase I BMC D OAProject No. 014-1829 Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Development in 100 -Year Floodplain • Administrative Review • • Limited Impact Review ■ Development in 100 -Year Floodplain Variance • Major Impact Review • Code Text Amendment • Amendments to an Approved LUCP • Rezoning ■ LIR ■ MIR ❑ SUP ❑ Zone District ■ PUD ■ PUD Amendment • Minor Temporary Housing Facility • Administrative Interpretation • Vacation of a County Road/Public ROW • Appeal of Administrative Interpretation • Location and Extent Review • Areas and Activities of State Interest • Comprehensive Plan Amendment ❑ Major ❑ Minor • Accommodation Pursuant to Fair Housing Act - Pipeline Development • Variance • Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: Ursa Operating Company and Battlement Mesa Land Investment Phone: ( 970 ) 625-9922 Mailing Address: 792 Buckhorn Drive City: Rifle State: CO Zip Code: 81650 E-mail: rbleil@ursaresources.com; cmascioli@ursaresources.com Representative (Authorization Required) Name: Lorne Prescott and Tilda Evans Phone: ( 970 ) 263-7800 Mailing Address: 760 Horizon Drive, Suite 102 City: Grand Junction State: CO zip code: 81506 E-mail: Iprescott@olssonassociates.com and tevans@olssonassociates.com PROJECT NAME AND LOCATION Project Name: Battlement Mesa PUD Phase I Pipeline Assessor's Parcel Number: 2409 _ 134 _ _ 06 _ 004 Physical/Street Address: 2407-081-00-152 Legal Description: Portions of Sections 17 and 18 of Township 7S, Range 96W of the 6th PM PUD Zone District: (PSR, LDR) Property Size (acres): PROJECT DESCRIPTION Existing Use: Battlement Mesa PUD open space Proposed Use (From Use Table 3-403): Pipeline Description of Project: 12-16 inch natural gas pipeline and 8 inch water pipelines co -located in the same trench and right-of-way The pipeline route is approximately 2.56 miles long. The route begins at Ursa's proposed BMC B well pad approximately 1,262 feet northeast of the Battlement Mesa water treatment plant off of CR 307 in the SW4NW4, Sect 18, T7S, R95W, 6th PM and continuing northeast to Ursa's proposed BMC D well pad in the NE4NW4, Sect 18, T7S, R95W, 6th PM, then continuing southeast to the tie-in point in NE4SE4, Sect 17, T7S, R95W, 6th PM south of CR 302. REQUEST FOR WAIVERS Submission Requirements 0 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: Section: Section: Section: Waiver of Standards ❑ The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: Section: Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. /rLr Signature of Property Owner _7)21)15 Date OFFICIAL USE ONLY File Number: - _ _ _ Fee Paid: $ 01 ,417 Hayes Gulch ate/. C'r'eek 06 --Po BMC PHASE 1 - 12" & 16" GAS PIPELINES (with Twin 8" Water Pipelines) PLAN & PROFILE PARACHUTE CO ,08 Parachute 12" PIPELINE ALIGNMENT Ba 1e, sent M PAD D 7 S BATTLEMENT 13 Monument ulch PAD B LUFF RO Battlement Cern J L TWIN 8" FLEX STEEL WATER PIPELINES THROUGHOUT END PROPOSED 12" /BEGIN PROPOSED 16"RrSKTRL PIPELINE ALIGNMENT 24 LINE LEGEND 6"W 8"W 12"W 19 Stone Quarry Gulch TO 7S R091.5W C© RO 20 1 PROPOSED 16" PIPELINE ALIGNMENT GENERAL LOCATION MAP SCALE : 1"=2000' Existing 4" Gas Line Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing 6" Gas Line 10" Gas Line 12" Gas Line 16" Gas Line 20" Gas Line 24" Gas Line Gas Line 6" Water Line 8" Water Line 12" Water Line Flow Line 10 -ft Contour Line 2 -ft Contour Line Existing Work Area Existing Telephone Line Existing Fence OE Existing Overhead Electric Existing Guardrail IRR Existing Irrigation Existing Rail Existing Easement Boundary Existing Edge of Road Existing CMP Proposed 12" Gas Pipeline Proposed BMP Line • SYMBOL LEGEND 0 3" PVC Riser �) Power Pole Guy Wire Well IR Irrigation Riser Abbreviation Legend TYP = Typical ELEC = Electric OE = Overhead Electric EL = Elevation APPROX = Approximate TWA = Temporary Work Area 11= Invert In 10 = Invert Out TELE = Telephone PED = Pedestal SITUATED IN SECTIONS 17 & 18, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO PAD D PAD B_ END PROPOSED 12" / BEGIN PROPOSED 16" PIPELINE � r 16" PIPELINE f N JIL r QUANTITY SUMMARY Item Description 1. 12" Pipeline 2. 16" Pipeline per SUA 3. Twin 8" Water Pipeline 4. 24" Steel Casing 5. 36" Steel Casing 6. Silt Fence 7. Soil Erosion Blanket Quantity 4,600 If 8,938 If 18,931 If 1,426 If 350 If 4,934 If 2,060 sq. yds. PROJECT MAP SCALE : 1"=1500' INDEX OF SHEETS 1 2 3 4 5 6 7 8 GENERAL CONSTRUCTION NOTES 1 PIPELINE INSTALLATION, INSPECTION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARDS FOR PIPELINE CONSTRUCTION" & "CONDITIONS TO ALL PIPELINE GRADING AND INSTALLATION PERMITS" ON FILE WITH GARFIELD COUNTY, INCLUDING ALL SUBSEQUENT EDITIONS AND REVISIONS. 2. DISTURBED AREAS SHALL BE SURFACE ROUGHENED AND RESEEDED TO FINAL STABILIZATION IN ACCORDANCE TO THE CONSTRUCTION ACTIVITY PERMIT. 3. ALL SLOPES >_2:1 SHALL HAVE EROSION CONTROL FABRIC INSTALLED AND MAINTAINED UNTIL FINAL SOIL STABILIZATION OCCURS. 4. SALVAGED TOPSOIL FROM THE WORK AREA TO BE STOCKPILED FOR FINAL REVEGETATION. STOCKPILE SHALL BE PROTECTED WITH SILT FENCE AND/OR EROSION LOGS AROUND THE PERIMETER OF THE STOCKPILE. 5. BMP'S SHALL BE USED APPROPRIATELY, MAINTAINED REGULARLY AND REMOVED AT FINAL STABILIZATION. BMP'S SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6. FENCES SHALL BE REMOVED AND REPLACED IN KIND. CONTRACTOR SHALL PRESERVE AND PROTECT FENCING AND UTILITIES THAT ARE ADJACENT TO, BUT NOT IN, THE WORK ZONE. ENGINEER'S CERTIFICATION THESE PLANS WERE PREPARED UNDER THE REVIEW OF MATRIX DESIGN GROUP, INC. IN CONFORMANCE TO THE GARFIELD COUNTY BUILDING & PLANNING DEPARTMENT - MAJOR GRADING PERMIT APPLICATION SITE PLAN AND EROSION CONTROL REQUIREMENTS, AND WITH THE ADOPTED APPENDIX J GRADING CODE SECTION J104.2. CONSTRUCTION MEANS AND METHODOLOGIES, AS WELL AS ADDITIONAL PERMIT APPLICATION SUPPORTING MATERIALS HAVE BEEN PREPARED BY OTHERS AND ARE NOT CONSIDERED PART OF THIS SITE PLAN CERTIFICATION. GREGZ' .. PROFESSI • TITLE SHEET SHEET INDEX MAP PLAN & PROFILE, STA: 1+00 TO 26+00 PLAN & PROFILE, STA: 26+00 TO 46+99.94 (End 12") PLAN & PROFILE, STA: 46+99.94 (Begin 16") TO 78+00 PLAN & PROFILE, STA: 78+00 TO 108+00 PLAN & PROFILE, STA: 108+00 TO 136+37.52 (End Project) TYPICAL PIPELINE & EROSION CONTROL DETAILS NER, PE, #36307 AL ENGINEER SURVEYORS: RIVER VALLEY SURVEY, INC 110 EAST THIRD STREET, SUITE #213 RIFLE, COLORADO 81650 PHONE: 970-379-7846 FAX: 970-625-5775 Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 Ursa COMP NY Drawn By: GGS Checked By: SEA NO. Date 1 7/23/2015 Revision General Notes Revision By MHH River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Date: 02/16/2015 Computer File: 06011 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 1 A 1'01;41,')Oar • 111MILOPsfrieljo 4 t'i010444664 N J l 1 L r SCALE : 1 "=400' Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 Ursa OPERATING COMPANY Drawn By: GGS NO. Date Revision By Checked By: SEA River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Date: 02/16/2015 Computer File: 06011 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 2 A - ' River Bluff erg \ Filing No, 1 eon ,% Recd tion#371428 • / " — ` ' -- ' / - 3-..-: / z — _ ��.� , _ .. -- �� / / 0V / - - / • / ,� / - _- i °/ - - /,!' // j / / / / / Unplatpd I ��;_,•%/ / / / / /— _ �F ROPE / / 7 / / / / / - �� Lv / v / ' 0/ Battlement Meda Partners / Tlk.�(3+50.0 , 0.00' 8 ,._^-� / / / / / — — - — — — — \ / -,-r7 ' r ' / r UTILITY CROSSING, CON OR S \ r / f - STA. 17+00.00, 0.00' : - • Pe'' •• LE>`r `'` x 65b' / / �-- APPROX. 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I / 8 PRODUCTION WATER PIPELINES_ c� \f�, / _ ` — CONTAS-T-TG-/ REMOVE/REPLACE FENCE 6' �! j, d Z I j I ° / / 0 / - r� U , I 1 / I I \ \ / / 4`` `` � �; y,� { rr i r / /. / r- 1 / ..- / - 0/ - � - - - � / // r" ./ / ,J'''' \ \ �. / / / / � i -,/ CROSSINGS IN-KIND \ \ �n .,\ \ / / / � � / / / — 1'' \ \ I .�_ \ / 7 �\ \ " _ �� \ ,- PLAN VIEW - 12" PIPELINE • STA: 1+00 to 26+00 Ino P-�G n 0 STA:1+00 to 2+11.55 RIVER BLUFF FILING NO. 1 ,4 + STA:2+11.55 to 12+22.04 BATTLEMENT MESA PARTNERS N + t STA:13+57.51 to 26+00 un + BATTLEMENT MESA PARTNERS N _25' 50' Construction Easement r- STA12+22.04 to 13+57.51 COUNTY RD 307 75' STA:17+00 to 20+50 50' Construction Easement 25'-- 25' Center of Pipeline. L Temporary Work Area j 75' _ 5225 ���� "' i • 5335 BORE LOCATION 1 TO AL BORE DISTA 5220 5330 5215�_ co 5325 5210 ����� ��������� ��������� 5320 > z --------- U � - � 5205 5315 _ ������,�� v I O IIMI_� w '. 5200 ���� 5310 �� cn � I t _� • . � 5195 �� 7.^ 5305 r•en'n G GRADE ��-�� isis - z �------ .'� o�wa �_��� N ' 5190 •�5300 - - _ == ��. wl'i___—__ / o _,I 5185 5295 ��� ��� .��� . -;��� .. �� � 5180 � _�� 5290 ' ��11,-/-•••-%111 �� ����/ ��• ~ J z m EXISTING �• RADE _iw,-- ����� jREI w ��� .,.,._ .,.�� , .. �� _-�� �:.• ��...�� N ©� 5175 _ _ i� _ •�� •► • • 5285 .:�.�..��� z w Q - 5170 ��� ���� ���� • ����� - ..��� — 5280 = 1 = 5165 ��� �_ iii �� •� - • 0 ■ae�l'�f�■��� •Z ci 0 0 �� / 5275 PROPOS:D 12" GAS PIP• LINE &TWIN��-;:��� I U ������� �� LZLLm�� ��� ::',./.�� I- 5160 ��� ���//����� ��PRO t��=--- 5270 5155 ...,����� �� ���..����� ���� 5265 2 z -7---- � ..- � 5260 C ,,- 5145 IW�� ���� 5255 ��� �..�._���� 5140 ��� ���t_aI//� — _ ����t_��������� 5250 ilW'.� 5135 , 5245 W�'� ���� TING GRADE � - - - • - • e -FELINE & TWI /,'A ����������� 5130 @ CL PILE si�-���� : - - •DUCTION WTER PIPELINE'. 5240 , Ri��� _��./;�� ���� t•�������'- i������� 5125 . 5235 lO 5120 5230 -�_ ' 5115 ; 25u•►5110[++�� ; Lf) , ..v:.—� 5105 0,a ; 5215 N z 5100 ��� /� 5210 5095 5205 ii1iIII 5090 � 5200 �� \ / 5085 �� 5195 '/ 5080 5190 5075 5185 5070 5180 5065 HORIZ `CALE: 1:100 5175 5060 5170 5055 ��������� ���� ������ 5165 N. 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Date Revision By Project NO. 1050 17th St., Ste 2400 GGS 1 7/23/2015 Pipeline Callout Revision MHH Prepared For: S `Ursa oMpAN G Denver, Colorado 80265 Checked By: SEA Ursa Operating Company LLC 100 o 100 200 Ph: (720) 508-8350 Date: �U/ 92 Buckhorn Dr. MI MI MI / SCALE IN FEET ORIGINAL SCALE R® River Valley Survey, Inc. 02/16/2015 Rifle, Colorado 81650 110 East 3rd. Street, Suite 213 3 V Rifle, Colorado 81650 Computer File: S 06011 Ph: 970-379-7846 Fax: 970-625-5775 A N + N Tp7 CE VD / r r ? rncrc S A. 01.36 0� 3 or\izontal JL / \ Parcel 2-2 _ /\ 58.47 Acres± — — —CONTRACTOR TO REMOVE/REPLACE FENCE \\\ \� CROSSINGS IN-KIND 5395 5390 5385 5380 5375 5370 5365 5360 5355 5350 5345 5340 5335 5330 5325 5320 5315 5310 5305 5300 5295 5290 5285 5280 5275 5270 5265 5260 5255 5250 i i 5 . zonta :end/ \ \ "�ST ' . R+2 _7--Q-;-0,0,0'UUrILITY,Q- qSS ' ' , CO RACTO ti — +,B IELD VER e sPOTHO L ‘--‘^ter' f ELEIO 'f�IOR O —�� CONS 00 perm 31 +00S �`32+0IPe - E nest -E _7 -- / Parcel -2:2 58.47 Acres PROPOSED 12" GA 8" PRODUCTION WATER P E & TWIN FELINE 0 LuW (1) z 1'. Ic Willow Creek Secti. r 2 Reception e 310 0 STA.95+87.11 o 73'-12" -lorizontal 0'x50' Val 0 0 aposo — ORHEAD U CRO STA. 35+ 8°-12' Hor / / /% CAUTI, ,R\HEAD UTI-LITY \ CROSSING / / t \ \ b o \C' 0 37+00 onst. Esmt. PRO // SED 12" G �8 PRS DUCTIO / 7 \ \ \ \ \ \\ \ \\ \ \ \ \ .\ \ \ \ \ \ \ \ \\ 1 \ \ \ PROPOSED 12" GA\S PIPELINE & TWIN \ 8" PRODUCTIONI WATER PIPELINES I r14. iTValley View Vill�gel /O Reception #643044 !I\���II'� �) / �FF 39+0040+001uer sF r,}�u� "' ,- _+, 41+00 42+00 �errri. Es43+00 -; n �'--I-- \ erm. _sm sm —Const.�Esmt. �— .n.a. Esmt.I Ftnn�+ COFJTRACTOR TO I\ \ FENCE CROSSING \ \ IN-KIND \Parcel 2-2 \ \58.47 Acres± \ \ \\ \\ STA. 46+99.94, 0.00' END 12" PIPELINE BEGIN 16" PIPELINE \ \ \ \ & TWIN\ \ IPLINES \ \ P o err+i. m . --� \ 13niinrf r SF 44+00: G Esmt. _45+00 46.+. m00 -t. — . 47 00. —f .. P PI erm. sm Const. Esrnt. CONTRACTOR TO REMOVE/REPLACE FENCE CROSSING IN-KIND SEE LEFT PLAN VIEW - 12" PIPELINE STA: 26+00 to 46+99.94 (END 12") J L r a O) CO LO '^ WW VJ Z J W _ Cn 0 2 STA:26+00 to 46+99.94 el BATTLEMENT MESA PARTNERS 25' 50' Construction Easement 50' Construction Easement 25' Center of Pipeline. 25' m` -2-gr W 0J Lt] LL W J w W 7 J N < N v W + Z c:‹). O Q ❑ W L Z LL cc M 7 C N U' 7 Etit) co M <C i --w W Qco Z 0 0) CO 0) Q p +Z+0 U N 0 `o W N 0 01 W < 1— W <z Li)OcnLL - Z W a oZ Z O N N mC ti O + 0 W I— w amu. w 0 Z O N N ._ _tel 7 ti Ti�71�AC�1 ]I ]3f1�\13��Gfll\� MI u N w w 0 J w ti 7 rnO Mco CCoa EXISTING GRADE @ CL PIPE PROPOSED 12" GAS PIPEL NE & TWIN 8" PRODUCTION WATER PIPELI =� J U HORIZ SCALE: 1: 00 VERT SCALE: 1:•0 a h rn N N h rn h h h h h h coh kr h N h Lri co 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 100 0 100 SCALE IN FEET ORIGINAL SCALE STA: 26+00 to 46+99.94 (End 12") 200 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 5465 5460 5455 5450 5445 5440 5435 5430 5425 5420 5415 5410 5405 5400 5395 –5390 5385 5380 5375 5370 5365 5360 5355 5350 5345 5340 5335 5330 5325 5320 Ursa Operating Company LLC 1050 17th St., Ste 2400 Ursa °onnP,aiivv Denver, Colorado 80265 Ph: (720) 508-8350 Drawn By: GGS Checked By: SEA NO. Date 1 7/23/2015 Revision Pipeline Callout Revision By MHH "IV r\s River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Date: 02/16/2015 Computer File: 06011 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 4 A N r 75'x400\ I 1 ; N \ (� \ \ STA. 61+50.23, 0.00' ` / / /./ / / / \ \ / ) / \ 87°-16" Horizontal Bend // / j \ \ o TEMP W013K AREA , ____;‹,,,..--\ \ (TWA) \ \ / STA. 79+98.23, 0.00' J\ // \ \ \ \ \ \ \\ J/ 62°-16" Horizontal Bend �� — —"c \ r 07 STA. 61+51.73, 0.00' \ -.cj / - — — 'c-- — — — \ \ \ ct 0)\ \ �'� 1 N / ©_ / �' \ / \ \ ( ' -I- UTILITY CRO SING, CONTRACTOR TO - %�` ) \ Monument Creek Village / - - STA. 46+99.94,,,M0' ✓ \ i FIELD VERIFY AN POTHOLE ELEVATIONS 12" PIPE Filing 4 q / �� Reception #368452 PRIQR TO CONSTRUCTION # p BEGIN 16" PIITELINE A. 52+28.25, t).00' \ o fk, TW\A \ \ \ \a 0 N (7 \ f3 \ \ \ \ \ o \ \ \ UNPLATTED \ k \ ice+ STA. I \ MATC H L I N E STA. \ \BATTLEMENT MESA PUS \ 78+00 601N+ °-16" 1 +87.35, 0.00' '^ '� 0r3 \ #333476 Q W W 41 Horizontal�Bend \ \TA. . o \ _ tility Easement E d Bore Under Road c 0 ���\� ^or'x : o \ deception \ \ o \ \ SEE -SHEET 6 \ ( \ \ \ \ \ °' _ W (n \ /� _ \ eception #370148 STA. 59+76.0, 0.00'o/�1`^�, ' o \\•--.53+ 1 -\Property Bounda \ °_ ,o --.N \ 00 5 + eet , ry 45 16" Horizont I Bend s - �:: .erm. Esmt. 4 00 55+00 \ // x>t. _ L~L- \\/ IDc\11-- -- /I \` \ \ \ \ \\ PROPOSED 16"o LI. /(J + - — — 00 _ �_ _. - \3 mt — 00—��nst.' oo W /\ PIPELINE /z ` 63+00_ 64+00 Esmt.smt-6+00 \\ W -� 57+00 �+ Cs., x, �„ xOo �' j _ Per 00' _ o�i J =� eons'67+00' -- -const. E / \ —Perm. — 65+00 _i'1�d, _ a m. t. - -Perm. Es 59+00 00 /� /, - `rim. n 70+00 Esmt.58+ -Perm.r,. n. Esrnt. -68+00 69+00 Inst. Esmt / _ `+ \ s - - j/ E_. :� _ .. / �mt.-f-—Perm.��+00 2+00 73+00 ec p _ 7 nt.—�:onst. I _I __ �m.—(n�'� \ -Const.-€. rm. pmt.- W W - _ sm _ erm. E/ - Pe m. +00— 76+00 I �m / smt 74 00 Esmt. -:Id' mon �� ,a�,f' ` r �. c onst. Esmt. m. sm . W m e _ _ --Perr.. 77+00\� �� rrn. sm . rm _.. -e sm v -erm. P -� rm 1 0 �10,l' '� '-r,_ ��onst._ / W Per . — .er sm ro erty"nounihi i - ✓ const-. E �f �, \ \ ^~- / . smU e�rrst. ,r.- J Wim. sm '��4Q - 5�% / •` Av �-I STA. 59+37.35, 0.00' - - /1 / / \ (r) . erm. �� ,ar i �tCcr3t. r r —�\ Esmt, — / - - Begin��e�Under Road / . / Eo �, s rttt. operty Bou' Q x�.�,�x�� %� \.�; gip. �� ,7;.. xo0;5 \ •\p . \•• Z " / _ / J0°-16" ,,� ��` /0' sD 0.--- ' \IID� ,�9x i / '- �,,> ; (0o Q`� / / / / / 0 / J7 / _ - PROPOSED 16 GAS PlPELlld& TWIN / -I �� - / C TRACTOR TO / / —PROPOSED 16" GAS PIPELINE & TWIN \ ry p \ f v— - - - - - i�r' PRODUCTION WATER PIP INES / ( Q / / 8" PRODUCTION WATT PIPELINES < / / \ \\ / / MOVE/REPLACE i \ i \ / - - - _ - - - / / / / / �/ J / I / i FENCE CROSSING o) l % \ 1 1 STA. 77+28.88, 0.00` /IN-KIND P / ` \ J (\ Horizontal Bend - � 7-5.--x-2-5"07- _ - �- / . r�k. 62+175.28, 0.00'/ r 1 _ c » \ \ \ _-� p SED 16" / TEM P_WCFRK AREA (TWA) 9/°'F�'/Hori�ontal Bend // / 0 0 / 0 \l ) 1 \ \ __ //� \ PIPELINE/ / ` \ / - _-- - - _ / // � � // // / JP , \ / is J - /1 / ! / / / �- -- / / / / Monumen reek Village / � _ � i� J / / 11 / / / / / lection 2 0 ( . , e, --' O CO / / J o W. St. John / \ i - - - / / / / ception #319920 e tl0 r �t� I / `:� •dle School ( ST/A. 49+17.28, 0.00' � � t 3' / ) / 1 / �0°-16" Horizontal Bend / \ t-,1 "`! / / / eption #347912 / C,_ 1 / / / ).,,_ // / - - / / ,\ S 1 PLAN VIEW - 16" PIPELINE STA: 46+99.94 (Begin 16") to 78+00 h a, lir) in STA:46+99.94 to 60+09.57 BATTLEMENT MESA PARTNERS c + STA:61+16.59 to 78+00 BATTLEMENT MESA PUD STA:60+09.57 to 61+16.59 STONE QUARRY RD 252 50' Construction Easement 50' Construction Easement 25' _Center of Pipeline JYJJ I 0000 L.L 0 5450 t� O 5550 Z Z c 5445 (7) CO 5545 _��_ _� ..� `�' • 5440 ��_� .. ..� 5540 • • 5435 ��� r = ��== 5535 ���� � O L, N �� • • iii• �� ���� ❑ :u U w O .. �� _. 5430 .. ❑ m ��� 5530 - W Q ❑ IL 1 ��� _r, H �-� _��_ + 0 M z N• (f) I-1- m 5425 w 0 N J �� .y �- 5525 +o �:.��e:::M•;= _.. i ��, _ z co ���� Q~ Z °O u- Q � PROPOSED 16" GAS PIPELINE &TWIN u _ Z + 5420 p _ 8 PRODUCTION WATER PIPELINES 5520 w- ❑ W Z �N a / 'I'Jd Z ���� 0_ ~ZQ� �W �� / � 5415 -0) _ rn O W . _ - - Q 5515 E.-_-_-___-01 ���� + a m - . -' EXISTING GRADE - . ���� rn u, fV • ,! • -- ~ 5410 .. _��� • . ��_ ./'- 5510 _ ar7 CL PII�E (%). ___� 5405 -� cn m�®r Z uJ 5505 z w O �� r� la- = rn ��� `.- z_ 5400 _ o ■ .. — _ _ 5500 • .� _ •1 • - ■� _I 5395 -Q _► - - 5495 CI_.PIPE �� " A -. - _ 5390 -(/) __ �'_ — —__ _ 0' 5490 - - - W --�I 5385 ,•� 5485 �� PROPOSED 16" GF,S PIPELINE & -WIN Q z \ - �I Ai 5380 % y ���;�■- - �° 5480 � �.. - •.�a•�u•�► , a4iAa�►iR. �� \ / _ J I� BORA LOCATION 3 � -� 5375 -I ' J 5475 \ TOTAL BORE DISTANCE :250 LF ��- 0 5370 -U -� `� 5470 C . / / 5365 -Q C� .�_ = 5465 PROPOSED 1 ." GAS PIPELI E & TWIN � � � �� �� �_ �_ 5360 �� � 'kUUUC. • � ►�A I EK PIPELINEb - 5460 5355 5455 � 5350 �� �� �� c SCALE: 1:100 5450 5345 �� �� - SCALE: 120 i= 5445 5340 5440 aoog o W 0 hO b 0 A O 0 b 0 t\ d b b W N I N. f b h 0 HO O 0% N ^ o O b M h O O h h h O o O h O Oa M N. M N. N. O h N. h M M O 00V• h N. N. h 0 �• h O O N h a h 0 N h O O h N b N N. N. I\ I\ O N 0) h O O <r N M M 0) b b 0 M M hh M N Q h I\ N. < O h t\ ° c1- h b N 0 h r `q- h h Ob O h o O 000 O h h h h b h h h 0 h Hh I\ O % O % h O N M o % h N Oa bhh N I O N N. O N coO O N. O0hNN. 0 of co bhhHhh N o O \ O M O O O O O I\ MO 0) I\ O O h O O b O `i N. N hhhh O b O MO N. cnoc 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 STA: 46+99.94 (Begin 16") to 78+00 Ursa Operating Company LLC Drawn By: NO. Date Revision By Project NO. 1050 17th St., Ste 2400 GGS 1 7/23/2015 Pipeline Callout Revision MHH Prepared For: s, Ursa ,,��TiN�Y °,P,, nnNDenver, Colorado 80265 Checked By: 100 100 200 SEA Ursa Operating Company LLC o Ph: (720) 508-8350 mi mi imDate: 792Buckhorn Dr. SCALEIN AL S ALE River Valley Survey, Inc. 02/16/2015 110 East 3rd. Street, Suite 213 Rifle, Colorado 816505 Rifle, Colorado 81650 Computer File: 06011 Ph: 970-379-7846 Fax: 970-625-5775 A 000V 5625 5620 5615 5610 5605 5600 5595 5590 5585 5580 5575 5570 5565 5560 5555 555 5545 5540 5535 5530 5525 5520 5515 5510 5505 5500 5495 5490 5485 5480 5475 5470 5465 5460 ,v J ,. rNDERWOOD \ \ STA. 83+6.36, 0.00' 70$-T" 11- or4zintal Bend LANE �. Traci\ 4 ( /) ` \ \ 0—\ \ \ / I \— — _______=-01P erty_BoundDy\\ \ ___ — __7_ 84+00 — 85+00 Es\mt. — - Co + — 88+00 —mor st. --� - -Perm.. 86 00 Esr.$!+00 L 89+00— eonsl. N��� .I. smt. — �PE90+OO.nt. � N erm ' .K sin��� p �e�m sm � — Esmt. Const. Esmt. — STA. 80+95.58, 0.00' 40°-16" Horizontal Bend STA. 79+98.23, 0.00' 62°-16" Horizontal Bend PRnPnS 0 0 \ -Const. sm Const. Es CONTRACTOR TO \ REMOVE/REPLACE \ \ \ -FENCE CROSSING \ PROPOSED 16" GA$ PIPELINE & T� / IN-KIND /) o" PRODUCTION VR/ATER PIPELINE r W MATC H L I N E STA. 78+00 / / / / / / / t. er Sr oust NP AT AT LE ece tion Esrl-91 +00 aa 1.11 11 —I I :: is 14 I I I / / Tract 5 I II \ IlI\\1 \ \ \ \ \ i C— ---1-92+766-7-3f Esmt.• 93+00 1I— Esmt.\ ---r -Const. Smt. EDI ENT (MESA PUD \ #3331476 \ I I 1 1 1 \\ / / 94+00 ij4U-- 4-.--.- / CO�(JNTY OAR D 30=j \ 95+00 Esmt. on .96+00: Const\ Esmt. m. m. —Elonst. Esmt. — / 97+00 --Const. E--- ^ons. Esmt -Perr... I 98+00 -Perm. Es 99+00 �. sm . � erm. csr� / Const. Esmt./ erm. C NTRACTOR TO RE OVE/REPLACE FdNCE CROSSING IN-KIND \ \ P onst. Esmt. — / Tract 6 1 � T— f- 100+00 s "` Esmt ,. Esmt..101+00— Il 0 P� Const. Esmt. / 2 n7�nn r C - /C / Const. Es berm. Esml06+00— 107+00 erm. 0 00 erm sm . Esmt. smt/ Const. Esmt. / / / / Const. Esmt. — / —Const. Esmt. UNPLATTED BATTLEMENT MESA PUD / Reg'eption #333476 / / / / PROPOSED/16" GAS PIPELINE & T IN 8" PROMUCTION WATER PIPE ES / / er C3 0 0 Cs / / -108+00 Q LU —Const. =�w / z Lll J w Ico 2 / SEE SHEET 5 PLAN VIEW - 16" PIPELINE STA: 78+00 to 108+00 STA:78+00 to 108+00 BATTLEMENT MESA PUD 25' 50' Construction Easement 50' Construction Easement 25' _Center of Pipeline 25- 25' INS STRAW WADDLE GEOTEXTILEFABRIC ES GREATER THAN 2: AND N SLOP (TYP.) - PR POSFD 16" GAS PIPFLINF & WIN - " PRODUCTION WATER PIPELINES EXISTING GRADE !1� J_JrRIM 1Y■ IaR •111I111•�J-J J1 J-J.1\In5a + co 1 . P L CO I ID z - o•,O ao N - H O CO r CO (.9 z u4 0) 0 rY + — — to LC CO to to to CD VERT SCALE 1:20 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 100 0 100 SCALE IN FEET ORIGINAL SCALE STA: 78+00 to 108+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 5750 5745 5740 5735 5730 5725 5720 5715 5710 5705 5700 5695 5690 5685 5680 5675 5670 5665 5660 5655 5650 5645 5640 5635 5630 5625 5620 5615 5610 5605 5600 5595 5590 5585 200 Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 Ursa COMPANY River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Drawn By: GGS Checked By: SEA Date: 02/16/2015 Computer File: 06011 NO. Date 1 7/23/2015 Revision Pipeline Callout Revision By MHH Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 6 A N J 1 1 L r \' II / I 0 /l FENCE / / / / CONTRACTOR TO /REPLACE CROSSING / IN -KIND - Y 0 C3 - 7- — Const. '__‘ 114+00, ( m�F 110+00 __perm. 1111 +00 / John, Joai nd, ROy Savage P.0., 5 1926 N Rife, Co. 81650 /\ ( < cr112+00 Esmt. 113+00 j0 erm. 5790 5785 5780 5775 5770 5765 5760 5755 5750 5745 5740 5735 5730 5725 5720 5715 5710 5705 5700 5695 5690 5685 5680 5675 5670 5665 5660 5655 5650 5645 5640 5635 5630 5625 5620 5615 5610 CCI1C / / I I I I I I I I I / // 1 / / // / / ,/ erm. eSrll . const. -Const. Esmf. J / PROPOSED 16" GAS PIPELINE & TWIN 8" PRODUCT! O'il WATER PIPELINES / Si A. 110+37.35, 0.00' End Bore Under Rodd STA. 1 9+37.35, 0.00' Begin1 ore Under Road I ( / ti ( (/ _I ( L 116+00— rni st. ef+00 err . tint. — 7 118+00 n,t. Esrk19+00, — r t'Esmt r, 77 / - Esmt e120+00.' 121+00 /•errn. E122+00= --�.I -- - �,; m r- :a . ■ erm. Const./ Esmt. — C Esmt. UNPI5.ATTED BAT/TLEMENT MESA PUli Reception #333476 / / PROPOGAS PIPELINE & TWIN 8" PROp�' ION WATER PIPELINE C) / ( z J I- ▪ r \ N \ \ \ N N \ \ \ `. \ \ STA. 123+08.97, 0.00:' \ 90°-16" Horizontal Bent.`\ I I\ \ N \ \ N. N ` � 125+00 — 126+00 erm. – const. snit. \ Const. Esmt. PROPOSED 16" GAS PIPELINE & TWIN 8" PRODUCTION WATER PIPELINES UNPLATTED \ —.BATTLEMENT 'MESA PUD Feception #333476 Property Bouncar 127=00 28+00 .IEsmt,L 129+00t 130+00 It. 131 +00�� 132+00 erm. STA. 132+98.46, 0.00' TILITY CROSS! CONTRAC FII D VEI�IF`Y AND 0THOL . - ELEVATIONS PRI TO-CONSI \ J \ 'I i I ::_,N:::: I E E .4._wr:. O/ TO w w RUICTI�C'1Iii"'";_.- . " 134+00 _ - 135+00 s It _136+C136+38/ Pit;' erm. tamf onst. SF rm. ._sm srr.t.� \\erm. ,'m. UNP�:. B TLEMENT MESA R eepp� �s3 End 16" Pipeline 100'x100' Valve Site Tie to Existing RRG Pipelines / Cont or to fJQId location d-dep i prior to connection. SEE LEFT PLAN VIEW - 16" PIPELINE STA: 108+00 to 136+37.52 (END) STA:108+00 to 136+37.52 BATTLEMENT MESA PUD _25' 50' Construction Easement 50' Construction Easement 25' Center of Pipeline 25 25' • II JV.7V to 0 cc m ,r 0 J i z LL > w 0 J cd 0 w z + U } Q I— H 0 H W O a n z > X U cc ouJ<OU c^ w zz How000 U I E J O --PROPOS N0POSEi) 16" GAS PIPELINE & TWIN EXISTING GRADE - 8" PR• 1' • ► = R PIPELINES @ CL PIPE OSED 1G"=PIPELINE & TWIN '8"—`�RODUCTIONTER PIPELINES BORE -LOCATION TOTAL BORE DISTA riORIZ . -I-:1 VERTS t\ co co Qs N co 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 STA: 108+00 to 136+37.52 (END) 100 0 100 SCALE IN FEET ORIGINAL SCALE 200 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 1374 5885 5880 5875 5870 5865 5860 5855 5850 5845 5840 5835 5830 5825 5820 5815 5810 5805 5800 5795 5790 5785 5780 5775 5770 5765 5760 5755 5750 5745 5740 5735 5730 5725 5720 5715 5710 5705 C7r'r1 Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 fir Ursa OPERATING COMPANY Drawn By: River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Computer File: Ph: 970-379-7846 Fax: 970-625-5775 06011 GGS Checked By: SEA Date: 02/16/2015 NO. Date 1 7/23/2015 Revision Pipeline Callout Revision By Mxx Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 7 A Recommended Typical Trench Detail Reestablish excavation area with Noxious Weed Free Seed Mix \III \II SII SII I II 1 Il_ i \ IllxllollA 111/\ llln II II II II Sides of the trenches higher than 5 -ft above the bottom of the trench to have a maximum slope of 1:1 or to be shored and sheathed in accordance with OSHA Regulations. Recommended Waterway Detail In areas of waterway crossings, or wet trench sections, additional Mirafi 140N Wrap shall be installed from the bottom of the 6" Class VI, up the sides of the trench, and over the top of pipeline. Graded Select 3" Minus shall be replaced with 3/4" Screened Crushed Rock compacted to 85% Standard proctor. Twin 8" Flex Steel Water Pipelines .,,,,,,,,/,,,,,,,,,,,,, //////,/,/„///////,/, ,/////////,/,//////// ///////////////////// ,////////////////,,, //////////////////// /////////////////,,, /////////////////// /////////////////// /////////////////// /////////////////// ,., 7I lWW1;;/ ////////,//////// /)/I //////////////////, //////////////////, ,////,,,,,/,////// ,////,/////,/,///, EROSION CONTROL BLANKET: LANDLOK CS2 EXTEND BLANKET A MINIMUM OF 3'-0” OVER CREST OF SLOPE, SEE DETAIL 4/2. TRENCHING NEEDED IF A MINIMUM OF 3'—O" IS NOT AVAILABLE AT THE CREST OF SLOPE OR IF OVERLAND FLOW IS ANTICIPATED FROM UPLAND AREAS, Top Soil - Crowned and disced to avoid erosion and pooling. In trenches deeper than 5 -ft, Native material fill Compact to 85% Standard Proctor. Note: Trench Width to be a minimum of 8" plus the diameter of the pipeline, and a maximum of 24" plus the diameter of the pipe. Graded Select Native Material. No sharp rocks, organics or trash. Screen rock to 12" or smaller from top of pipeline to minimum 3 -ft depth. Compact to 85% Standard Proctor. Graded Select Native Material. No sharp rocks, organics or trash. Screen rock to 1 1/2" at 12" Pipe and 2" at 16" Pipe or smaller to the Top of Pipeline. Compact to 90% Standard Proctor. 12" or 16" Steel Pipeline Sand Bags for Steel Pipeline 6" of Select grade as approved by the Geotech engineer or 6" Class VI Bedding compacted to 95% Standard Proctor within 2% of optimum moisture. In areas of unsuitable bedding material encountered at grade depth, excavate additional depth as directed by Geotech Engineer. NOTE: PIPELINE INSTALLATION, INSPECTION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARDS FOR PIPELINE CONSTRUCTION" & "CONDITIONS TO ALL PIPELINE GRADING AND INSTALLATION PERMITS" ON FILE WITH GARFIELD COUNTY, INCLUDING ALL SUBSEQUENT EDITIONS AND REVISIONS. Slope Detail • 24" Steel Bore Detail 2' 0" MIN. 1 ROW OF STAPLES, 12" 0.C. OVERLAP END ROLL ASIDE SEAM OVERLAP BLANKET TO EXTEND A MINIMUM OF 3'-0" BEYOND TOE OF SLOPE. FOR BOTTOM OF SLOPE TERMINATION. EROSION CONTROL BLANKET (NOT TO SCALE) Instal spacers/sK necessary 24" O,D. S ee Casin pipe w/ 1 /2" Wa '2" D. Steel P'pe Slope Crest Anchor DO NOT NEED TO TRENCH BLANKET IN IF IT CAN BE EXTENDED A MINIMUM OF 3'-0" OVER THE CREST OF THE SLOPE. CURLEX SEDIMENT LOGS f'N DOw� SCOpe TRENCH —' 7— WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING, NOT CURLEX MATERIAL SLOPE SURFACE Optional Trench on Bare Soil Common Name GENERIC SEED MIX FOR REGION 3 BELOW 6,500 FEET ELEVATION Scientific Name Lbs PLS/Acre "Egan" American sloughgrass "Star Lake" Indian ricegrass "Vaughn" Sideoats grama "Arriba" Western wheatgrass "Salado" Alkali sacaton VNS, Sand dropseed NOTE: Storm Water BMPs are subject to CDPHE Storm Water Plans and Permits. ds as 6 SEB; SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SILT FABRIC STAPLED TO POSTS Beckmannia syzigachne Achnatherum hymenoides Bouteloua curtipendula Pascopyrum smithii Sporobolus airoides Sporobolus cryptandrus POST (2" X 2" NOMINAL) 24" 3 (wet areas, omit if not needed) 6 7 8 2 1 27 SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST MIN. 42" � MIN N. l=ITI1 1111111 18"=11111 COMPACTED MIN.III-11 BACKFILL IIID, -111- SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST /% % �\• //%� I\ I n stn spacers/sKids as necessary 36" Steel Bore Detail Silt Fence Inlet Protection Outlet Protection Straw Wattle Soil Erosion Blanket 36" O. D. See Cas Pipe w/ /299 Wa 6" n 2 D. S Teel P'pe SILT FENCE (Not To Scale) KEYED INTO FILL SLOPE TOE OF FILL EROSION BALES 6" x 6" TRENCH FLOW EROSION LOG STAKED INTO FILL SLOPE WOOD STAKES (2" x 2" MINIMUM) i EROSION BALES ARE TO BE ENTRENCHED 4 INCHES INTO THE SOIL, TIGHTLY ABUTTING WITH NO GAPS, STAKED AND BACK FILLED AROUND THE ENTIRE OUTSIDE PERIMETER. PLAN VIEW CULVERT EROSION BALE INLET PROTECTION (Not To Scale) SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSLY FOR PROPER FUNCTION. A temporary sediment barrier constructed of posts, filter fabric, and in some cases, a wire support fence placed across or near the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size; applicable to mitigate erosion from sheet and small concentrated flows. A sediment filter around a storm drain or culvert inlet that reduces the sediment from entering the drainage system prior to permanent ground stabilization. The installation of rip -rap channel sections below storm drain outlets to reduce erosion from scouring at outlets and to reduce flow velocities before stormwater enters downstream channels. Install D50 = 9" diameter angular rock. A temporary sediment barrier constructed of netted straw rolls placed in parallel with grade of slope to intercept and detain flow to allow sediment to settle. Specifically for sheet flow or shallow concentrated flow. Install per manufacturer's specifications. Apply to all newly cut/fill slopes steeper than 4:1. See detail above. Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 Cirt UrsaCOMPANY Drawn By: GGS Checked By: SEA NO. Date 1 7/23/2015 Revision Addition of Notes By MHH 4 "IV River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Date: 02/16/2015 Computer File: 06011 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 8 A