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Home My WebLink About1.27 Pipeline SUPPipeline Special Use Permit Ursa Operating Company and Battlement Mesa Partners Major Impact Review Application Battlement Mesa PUD Phase I BMC B 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: $ _v s Dra'syt 0106 -N%-.....4'w ter Creek I Hayes Gulch 05 PARACHUTE, CO /08 12" PIPELINE ALIGNMENT Balesa tient PADD. ti Monument PAD B L r 9 TWIN 8" FLEX STEEL WATER PIPELINES "EN THROUGHOUT Battlement Cern Rl END PROPOSED 12" z /BEGIN PROPOSED 16" :-11 PIPELINE ALIGNMEN —24 LINE LEGEND 19 T ar TO 7S R09/5W 1 stiih Quarry C ,,PROPOSED 16" Gulch 20 BMC PHASE 1 - 12" & 16" GAS PIPELINES (with Twin 8" Water Pipelines) PLAN & PROFILE PIPELINE ALIGNMENT GENERAL LOCATION MAP SCALE : 1"=2000' Existing 4" Gas Line Existing 6" Gas Line Existing 10" Gas Line Existing 12" Gas Line Existing 16" Gas Line Existing 20" Gas Line Existing 24" Gas Line Existing Gas Line 6"W Existing 6" Water Line 8"W Existing 8" Water Line 12"W Existing 12" Water Line Existing Flow Line Existing 10 -ft Contour Line Existing 2 -ft Contour Line Existing Work Area Existing Telephone Line Existing Fence OE Existing Overhead Electric 0 0 U Existing Guardrail IRR Existing Irrigation Existing Rail Existing Easement Boundary Existing Edge of Road Existing CMP 1 �"r Proposed 12" Gas Pipeline Proposed BMP Line • • • • • • `N 21 • • SYMBOL LEGEND 0 cop 3" PVC Riser Power Pole Guy Wire Well 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 B END PROPOSED 12" / BEGIN PROPOSED 16" PIPELINE al \alio l 16" PIPELINE 1 N JL it 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. GRE ER, PE, #36307 PROFESS 0 ' L ENGINEER 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 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 102'Ursa d:aa•= Drawn By: GGS Checked By: SEA NO. Date 1 7/23/2015 Revision By General Notes Revision 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 A RI 5225 5220 5215 5210 5205 5200 5195 5190 5185 5180 5175 5170 5165 5160 5155 5150 5145 5140 5135 5130 5125 5120 5115 5110 5105 5100 5095 5090 5085 5080 5075 5070 5065 5060 5055 \ River Bluff go e7 \Filing No, 1 eo v Rechgon#371428 +. \ NSTA.-7+00.00, 1.00' ; = PadB 9I \ , / i' / \ — — / / ` / ` °/ i / / ' .+ t �tI / UTILITY CROSSING. CON OR \ // / I / �� / — Unplat�d I / / /� ROPO is / 1 / //i..._,..../// // / ' / / O / Battlement Meda Partners / TSTA.-1�3+50.09/0.00' — ERgLvF — = +00.00, 0.00 . ra P •LE \ . }fix 650' / / / / / / / / / / �� / / / ece tion #40506 / Under d/ ( Rw \ APPROX. ENS " SED -BORE E �_ "' ••" +' O CO -retic cl TEMP W10 K AREA (TyVA) / / / / / — — __Reception / ,End Bore U er Roa / .�> AND WATER V VE SET ._ — \ I I / / / / / / — - q �. / / /CAUTI N / / , ij aTED//(STA. 1z3+25000'BinP /�/\1( z �� A`.!//i/�il//r\� � CRO SING / r ��_-� ��V-- �— I• l / /oil"/ / to I i l ``\ OI e / --�:-.fir. E Inst. Es E i — \ . / \ \ if^al -- / !. % ^- st '''--✓ �it� i�� - ( 19+00 ► .._ ._. ,1'_. -r' nst. Esrvr` Esmt. �s� r / / �� 13+OOrr'14+00 15+OOrm 16+00 11�Lmt,18+OOr / _ m ..nit. _ Es mt. �20 `4+ /6+00 yy 7+00 8+00 1 9+00 10+00 11+OOI?+_a... - I Willow Creek 1+00 2+00 /3+00 Fs;,,: 0 .5+00 ____pe. .. 15erm; Esmi.-...\Esmt. / 0 TWA \ ■I III -berm. Es..._ m - ... Arn _ „ _ -- ,.— _ \ ' / Section 2 � t —�� — — — \ p a31 �• \ \ . m_. m er m. Reception 2 N m, m ' ' e• r sm . erm. sm . �A. . ` 1�� r�� --Const Esmt -1�' � ��iP7' "NZ-..„ Fs ` � \ / � ce Iron 2310 AD B i :: J .\ `; \ T -r � .nst. sort.itii - •.i... ' ='F'�t' '`' ' SF . i - t./� st. EOM. �cnst. ort. / .e STA.2+7..56,'0.00' APPR'c)X. BEGIN/ PROP! ED -BOR go am /`, c// �t ' J �'' �_ �' s. e f / �' PROPOSED / --8 / 1, / //'3I///J'�////J O / / O \ �V � / Soo /{� // ( / ` — _ \ / / ( /o!' GAS ELN :TWIN / / / ri .- 2 \ / / / -PR UCT1O0 WATE, PN'EI'G.,YIES -_ i / / - / / \ O / i / �/ / I 7 / O/ I i / / / �' / / / �� \\ — 1 // / / I Receptlyrt #4118506 / / O I / / / ,' — • / / / / I / i i i / ✓O' / I / fl / / / �/ / / / z z / �� I 2 / / ' _PROPOSED 1 " GAS PIFELINE� & IN 1 ten\ �_ 8"P DUCTION ,' 'TER PIPELINE' I \ I S� Ir p I I CONTRACTOR TO �r.� �O 1 / REM AVE/REPLACE FENCE s , I 6 0.00 �r �� .� 5T/.. 23+: �` CROSSINGS IN-KIND �� ? a r" I\ 2TZ- 2" orizo�Ttal Behd \' \ - 1 \ O / �. �n 0 / / O / 0 // /� ��' // // / /' /��\V'��// - // / / /� /'6.\,�� ( / / — ~ � J / / ',1 5 I / / // // //// / / �� / I�r L—�� -�`� / 00 O Parcell -2 ` Na �i \ / I I — ~ / / / / i OVN / \ 0 / \ 58.47Acresf PROPOSED 12" GAS PIPELINE &TWIN °� \ 0, 1 / 1 I , 0 ' C}C}/// //// /�' ��^ I—�\ k j 11 // —/— 8" PRODUCTION WATER PIPELINES \�''�� / \tl \ \\` * i/ _/ // //// /' r_ \ \ 1 9 / / O / �S' --- -- _-- -_ \�\�\. \ �� \ �� ' / / _ r \ \ I I J / / ' CONTRAGTOR-TO- — O / � � � � _ � � / � / / / � � \ \ \ I I L / _ — _ / — � REMOVE/REPLACE FENCE -- i i ..- r' � �. \ 1 / CROSSINGS IN-KIND ®� �f\ , PLAN VIEW - 12" PIPELINE STA: 1+00 to 26+00 0P-�G 111 STA:1+00 to 2+11.55 /ER BLUFF FILING NO. 1 + STA:2+11.55 to 12+22.04 BATTLEMENT MESA PARTNERS N a STA:13+57.51 to 26+00 + BATTLEMENT MESA PARTNERS N,..t 25' 50' Construction Easement ,..I 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. Temporary Work Area _ 2�'-- 75' BORE LOCATION 1 5335 BORE LO1 ATION 1 1 TOTAL BORE DISTANCE :1,426 LF TOTAL -B 'RE—CMS-TAN �C r O — 5330 �— � ��OI _�� LL_ 5325 � ��C co ^��Ill''' __ •.•.•,_ 0 5320 U O 5315 M N U 0 w_ - _ a E 5310 E 1 _ CO U_w CD W m 5305 up �QCC� . e W tri E_ 5300 � �p J OQ N W + Z / /' QEt0X - co O ia—' 5295 E�� ~CO5290 + U w m } j c� �/ ��;--27S _ t �`_ UJ W Z_ -_ m o < EXISTING GRADE i C PROPOSED 12" GAS PIPELINE &TWIN �� 1 Z s j _ Q z m i ~ ~ @ CL PIPE �� Z 5285 �p3 m .� w = z a 8" PRODUCTION WATER PIPELINES —\ / :-� cn a> O a __ /�® - ¢ I- T 5280 (BO' ING) ��o ix z .. a Z z \ ��Q I MATCF Lou_ Ox a PROPOSED 12" GAS PIPELINE &TWIN ' Z w ai w m m_ a — 5275 8" PRODUCTION WATER PIPELINES• r 5270 �C 0� =11� 1 +•M p o N J J N •- (BORING) ¢ i 5265 C1 _ F 2 — : COw .. 0 �- d C7 — — _ z , �: m Imo- — — _ — C— - �� 5260 rn t 5255 ? _ ®//�� C -.— 3 - - . 5250 , =C 0 9 / N 1 _ �� 5245 �EEC��1=1 EXISTING GRADE w PROPOSED 12 GAS P PELINE & TWIN — :*e • — ____/—_ =1 V' @ CL PIPE 8" PRODUCTION WATERPIPELINE 5245 ��■� .. , 0 pp �C IPA= � 5235 ° EN a� o opo �� 5230 o- e �� ../� =raja 5225 e = � ��---- 5220 ll� //�� N WA i __ —� ��Tii" 1 - _ 5215 � p * ® WI= S� .' �� C�g 5210 / �—p','C� ® �t 1 - e o 5205 .. is �� — o 5200 �/ „r�� i �� I is. �� — 5195 �N 5=I I190 5185 0� _- 5180 • `GALE: 5175 o --- HORIZ 1:100 5175 VERT SI ALE: 1:20 I=1 5165 O r4 � N ffi a M ao $ 'h N • N 'h .. @• h N 'h M h w a �. h; w Q h ¢ 'h w '' vi a 'h N D N h w ^ vi o N b @ M •cri N h O @ N M N h % N h � 6 •N . N h d- el N N h N O O R '� h % 0 N ro ^ ai M w N w n ' h N N N N N N N h. 'o h h h '� h h n O 0 o o m h h h N N N N h h h h •• n o • coN o er ,. n .. h Po' cNI-o O D @ M o> w o 0 of o M h n ti •: N % *: a n <,; h h h h . m m m o, �+ N N N N N N N N N N N N N N �, ti h h h h h h h h h h '� h h h h h h 'n b 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 STA: 1+00 to 26+00 Ursa Operating Company LLC Dawn By: NO. Date Revision By Project NO. 1050 17th St., Ste 2400 C'C's 1 7/23/2015 Pipeline Callout Revision MHa Prepared For: Ursa' zT Denver, Colorado 80265 Checked By: SEA Ursa Operating Company LLC 100 o 100 200 Ph: (720) 508-8350 Date. 792 Buckhorn Dr. SCALE IN FEET ORIGINAL SCALE R River Valley Survey, Inc. 02/16/2015 Rifle, Colorado 81650 110 East 3rd. Street, Suite 213 3 r/INNNVS Rifle, Colorado 81650 Computer File: Ph: 970-379-7846 Fax: 970-625-5775 06011 A C,3 J 1 U Q 2 Parcel 2-2 RACTO" POTHO F2 OR O TI N 33+ 58.47 Acrest — — 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 — — — — _ ,:c�r Maiiwia _nnst� 1 Parcel 2-2 58.47 Acrest PROPOSED 12" GA 8" PRODUCTION WATER P E & TWIN LINE SEE RIGHT z - 0 STA.95+87.11 0 73 -12"d lorizonta LICEfr50'x50' Val I—CA SRHEAD U 0 0 CRO CROSSING SF" en 37+01) s :+p0 aitr MEW , s• m. rm. sro —Const. Esmt \ 1 `'\ 1 \\miss \ 1 ` —1 \ ti PROPOSED 12" GIPS PIPELINE & TWIN \\ 8" PRODUCTION WATER PIPELINES Valley View Villpge Reception #64304 O I 1\ sF \ ` /. SA 1 F SF - 39+00 ,,,,; s� ,-SF 0 40+OO4__per,41+00, 1----42+00' rrj43+00 -SF _ 44+00. P — lT errS. g' e Const.'Esmt. CONTRACTOR TO I REMOVE/REPLACE I. FENCE CROSSING \ IN-KIND \ Parcel 2-2 `.58.47 Acres= i PRO, 12" G �8" PR oDUCTIO / i i / & TWIN\ R IPtLINES \ \ 1 .I erm. .sm nst. Esmt.I STA. 46+99.94, 0.00' END 12" PIPELINE BEGIN 16" PIPELINE no sm-ia t. 6( - 45+00 E m. sm Const. Esm SF P��4740 � P erm. sm . Const. Esmt. — CONTRACTOR TO REMOVE/REPLACE FENCE CROSSING IN-KIND SEE LEFT PLAN VIEW - 12" PIPELINE STA: 26+00 to 46+99.94 (END 12") L r 03 0) + LCD I• — ▪ W 11.11 Z — W I U 2 0 STA:26+00 to 46+99.94 BATTLEMENT MESA PARTNERS 25' 50' Construction Easement 50' Construction Easement 25' Center of Pipeline. 25' — — c7 1– — m - e –' Co cn - �� C = I= e x w e 0 w 0 N w- .. - J Z a 0===1 �� CO N .._- •• ��=I — =I®�_.� J a a • .tom =I= + �. _ C CC Maw +2 -EnO g) o =I o =-2111_ d o I— 0) -IN 5 0 W w -_.. 0 —= - r.: :;=•� _ =I=1 — (5 =I z g5ra o 11 "" — == awa z w — rn a._ _— 0 Mm r. a e - a GI 0 "I —�cs, ._ ., +_ -., _ e .: . _— ,[:p �--- o ,�_ efie' - r eaa / e I\ - - ea= w a- 0 m . C�_�� v 1 - ��1.�� 0 Q z b -� �� a 3 firii — — —(9 ►►- r4 07 Oa .amu ��.� }il�i�4i:.o'�7 =dr..,� %1+. - 1, �� r 1 �_r A�� — — = �� t` co O E • ' = 6-= u_ M1111==== ktdkLI,NEI STA. 46+99,.94 C i w =t�s��a 1NM % CI �.� CO w - w f �� i'� 1. moi�� _ u GAS PtF'EttIVE • WATE 0 �\ V �I� � &-i"wi _PIPELIN �' �� II ;� , – PRb- '1 • — ern m � .,-7.– : " - : s . f u 1 rl . 1 - cc ,- AIT M' 'r b"Y� . (h — *• • �.. ��,•... 1 jj I -e- • I1 ,t 111 '� i ` \ i! —J a n O ' % of on % b 10 1`i % o % i,• n Mb N 'cj te is Mh 4 N0NMM <o O mo () ' 'ri O it) MM In h N oI b 5387.77 5388.74 %N o co b 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 STA: 26+00 to 46+99.94 (End 12") 100 0 100 200 SCALE IN FEET ORIGINAL SCALE G 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 G )4C Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 u r CPERAT1NG Drawn By: GGS Checked By: SEA NO. Date 1 7/23/2015 Revision Pipeline Callout Revision By MHI3 Date: River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Computer File: Ph: 970-379-7846 Fax: 970-625-5775 06011 02/16/2015 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 4 A 1� N JL "/- 75'x400\ 0 I 1 \v A / ' N STA. 61+50.23, 0.00' n ( /,i° ., 1 \ 87°-16" Horizontal Bend ' / \ / / , / �' TEMP WORK AREA TWA I / ) ! STA. 79+98.23, 0.00' < !\ 62°-16" Horizontal Bend \ , / di \ \ STA. 61+51.73, 0.00' \ .�i _ - - - ,_-,, \ \ I fl ��' " \ \ \ I + CO \ UTILITY CROSSING, CONTRACTOR TO - / Monument Creek Village - - STA. 46+99.94 0?00' \ 1 9 Filing 4 FIELD VERIFY AND POTHOLE ELEVATIONS /,-END 12" PIPE NE 1 l BEGIN 16" PIF�ELINE A. 52+28.25, 9.00' 1 Reception #368452 PRIOR TO CONSTRUCTION fl O \ \ TWA\ a * O O a \ I a \ \ \ 1 0 \ + \ UNPLATTED MATCHLINE 1 BATTLEMENT MESA PUD N. \\ TA. 78+00 W TA. 61+87.35,0.00' , _ — — \ Reception iII: 41°-16"HorizontaiBend \ \ \`tility Easement E d Bore Under Road x00 y ^Or' :',- #333476 o \ I \ \ SEE SHEET \W `� 6 _ \ eception k370148 I . h i ), \i \ \ STA. 59+76.0(3, 0.00' yF/ \ \ �- 53+00-�QP.e!tY Boundary \ ° - ` -_ O r�, ` . erm. Esmt 54+QQ = t \ 45 -16 HOrIZOnt�l Bend SF x' /?, - ansa-- \. _-__- Esmt. -56+00—Petr ' P \ \x0 o \/ S I- _ L2 Lt_ \(� _ - ! r \ \\/oW _ = /\\PROPOSED16"o- �� I i +Z --64+00't.Esmt. / 1PIPELINEW 63+00--Pern.. 1 /W fconst.r 1\6870\0 y-�55+00 _ 6gx�JJ x t3Li�j✓ 7+00-� 65+006+00 Con i Sg+ "t Cs - x00 t.�- 0 ! \ J_ __ berm. . s / \ 67;OO.i. 0\- " :er"59+ ro0' /�d -Perm. E__rm. 00 - ----4--- ._�--Esmt.. 69+00-70+00'nerm.t 71+0�. 0 mt.-7+00 m . �_ .,. 7+11—const./O •erm. i- �e (%) / \ o �tr€c m. sPm ---_=_- /r F W sm - _ m m . - - - - -z- - r73imt ` ermI - rm ., _ erm. v J \\` \ / h ,. / oa,t. s . _ er Esmt. Q \ '' opt ��r/ �x ��' \ . �c pO;y / Y X ` \ h`?' A �y� i 0 Q \� `9x e. / � .o e� / O / / SEB __-----7--/ - / / / / / Monumen) / / / _ _ i Begin�dre Under Road / — \ Property Boundary `' J PROPOSED 16" GA9 PIPELINE &TWIN / I % ce / C TRACTOR TO r -PROPOSED 16" GAS PIPE ONE & TWIN / \ O \ f i - - - t - __82 PR6DUCTION WATER PIPE! INES / i I /'Sr ! / / .REMOVE/REPLACE_, 1 2 \-' 8" PRODUCTION WATER PIPELINES) L / / \ \\ \ 7 \ _ _ / / / / / J i FENCE CROSSING I J \ r-� 1 STA. 77+28.88, 0.00\ J - - - - - f - Q I IN-KIND l\-1 C°i /- / ( 0°-16" Horizontal Bend .75'-r 0' -.<- %�"- / / 62+75.28, 0.00' / r \I ( \ \ \ �� TEM_PWORI-AREA TWA y r°t. "Roti ontalBend / 1 a \\ 1 \ \ --PROPOSED 16' (TWA)----, y g / 1 PIPELINE/ice i ' ~ - - - -__ / � / / / �<C/ j f � � / a l / I / 1 / / 1 �_ - cJ// I \ I \ —_ �- / // O ' / / / Creek Village /-- 6 �1 � 1 lection 2 - 1 ■ ?' :seme• t Co ! 1 Q W. St. John - - / STA. 49+17.28, 0.00' Fjeception #319920 eptio. dle School / � 1 I - / / 1 / \ 1 /0°-16" Horizontal Bend / Ll l 0 / ept on #347912 / Iv 1 / / / / / / _ J PLAN VIEW - 16" PIPELINE STA: 46+99.94 (Begin 16") to 78+00 N a1 n STA:46+99.94 to 60+09.57 BATTLEMENT MESA PARTNERS cSTA:61+16.59 to 78+00 c + BATTLEMENT MESA PUD L STA:60+09.57 to 61+16.59 STONE QUARRY RD 25' 50' Construction Easement 50' Construction Easement 25' 25' Center of Pipeline r__ 5 ..1YJ:J - 0300 5450 Ci 5550 5445 5545 J7 Fi: V*Uy. DO. BEGI ROAD CROSSINC i, s� m - z —�� 5440 - �� z _� 5540 0 w m e___+_0 + 5435 O- z a NI J �e �_ 5535 o 03 �� 5430 •' .. z C 5530 LINLI IL nIrLLIIVL / -- BEGIN 16" PIPELINE m Q co Z t- LLI'' .�_ + r�i ��LL < �i +,5525 5425 ��• ��- �O<MQ i.� �� ! Q IY a H CO W EXISTING GRADE ✓v - - POSED CiX281PIPEL-St TWIN w Z + ¢ Er _ - - 4 _COC 5420 0 _ - _.:0•07.- .� 5520 n zz co CO a CO �� R" PRnni IC 11ow4WAa FR PIPET Ih1ES 5415 9 LO N _� + - Q 5515 J - l e �- 1 m a : --.O _ ° LL 1 EXISTING-GRADE i. 5410 1- _ 5510 N - -- � CiirfaJ:J. Q x ¢ Co O ` + z _ co 5405 < m = - - ®la— W 5505 �^ 1 1 - � 5400 - -d _ 5500 Q D - DZ. J 5395 t- EXJS-4NG GRAD - ��d 5495 _ CL PIPE - ®s M �. est- =ie— 5390/ --- _ - 0 5490 cc I-- 5385 5385 =W— / 5485 j =PROPOSED 1: a 11�I� ' i� Kr T'. / 5380 - —. �, / — : _ - s 5480 _ �_•:= _. -..�� \\ / BOR LOCATION 3 ' � 5375 - /ae _� � 5475 -__ I �� TOTAL BORE DISTANCE :250 LF L \ -_ � — � _V � 5370 �� 5470 5365 =Q �� -�� 5465 PROPOSED 1." GAS PIPELI E &_'> WIN 5360 5460 - --•re • n. - -ARP �� 5355 �� _ 5455 5350 I IORIZ SCALE: 1:100 5450 =I= 5345__ VERT-SCALE:1:20- 5445 _ 5340 - �� ® - 5440 coo b INci �o b h h yy. 'b h R3� b 4 OMw 4� b 41 oS n ch rcN 0b N b Ol �b b^ N o o, Oh0. h Oy MM Vb w 0 o O O t0 htto� Ob • M O w MM w co Mb ,. 'trio4 to Ob aoQ w O 'N wh to h N N N N `� b4• IOO ati,o> ^d• N 0 0 0 0 <0 00 0 Nw ^ 'ah b o ti c" 4 M R hR h h b h to ti to to o 1 n ^ •+ "1- R to b hh b b h to 0O N b .hhhhhh R O4 O 4' b 'o b^ Nc, of N 0 N N0 N^ hN b^ 4= N 0 0 N N b 0 h �hhhhhh h i h^ OO 0 Qi b 0 Nb co 4: O O coN b^ OM O h'o Mb 0 bb N O 01 N 0 of 4, °S O O O O w h wwhN h h h h b GAOL 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 STA: 46+99.94 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 Be • in 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 Num Prepared For: •�' 1421'u, Sa 1 qNY Denver, Colorado 80265 Checked By: 1000 100 200 SEA Ursa Operating Company LLC Ph: (720) 508-8350 .. ini Date: 792 Buckhorn Dr. SCALE IN FEET ORIGINAL SCALE River Valley Survey,Inc. 02/16/2015 .5 110 East 3rd. Street, Suite 213 R><fle, Colorado 81650 !00,17 Rifle, Colorado 81650 Computer File: Ph:970-379-7846 Fax:970-625-5775 06011 A 1 1 I Tract 4 ) \ � \ / l ' \ t J Tract 5 1 I \ / / / J — \� /„ \ \\ \ / 9 1 / / / _- \ \ 1 \ I I 7 I / // 11 �� N �_ \ \ 1 \ / -- IProQertLBoundary \ \1 \ 1\ �� J/ // �/ /.— Tract 6 - l UNDERWOOD,LANE - 0 I f / / \ \ J J / I I \ 0 \ /� --CP/ 1. J I 1 / / J o r C• NTY ROAD - r 84+00 302 '�10/ —berm 85+00 +pp (1J ( Herm. Esr BH+00 89+00 1 X187+00� Eons J smkst- 90+00 92+00't EEsn" n/ ... �Es _ j nt.191+00r smt. — Con.' ' - - r ' 94+00 \F _ 193+00 g5+ a t E---' r\ sm.rm. sm fid. =n i__ i i— YYLr'1i'� _. 00 Esmt. J-96+OO�p 97+00 98+00 Mist. Esmr �,-` r I`) / bm ersm•__._._. `.` i�erm. Es.99+00 Q+Qp Esml �t /_:: f err ,F - 101+00----i -' -- \ p - Const. Esmr. - - - _ 3 00 104+00 C:inst -- ^onst. Es-' - _...i. Esmt. 102+00 10 + f ~ nr,s't. Es t. oust. Esmt,1 rm. sm .nt. -perm. / 105+OOe 106+00' 107+00 i_ \ %O _ - rm- Esm.. CONTRACTOR TO \ \ I Cont snit . erm. sp — 00 I onst\ Es t. erm. Esmt, - .108+ Q W STA. 83+ 36, 0.00' ,4 _ s erm. s -, _ r- J \ {onst. Esmt. Esmt. -erm.. \ . / W REMOVE/REPLACE onst. / sm . I I / Const. Esmt. erm. 'erm. W ` -717-16"-Horizontal Bend II 1 \ / Co:::Cnst. Esmt. Const. Esrnt. s er s �_1 / FENCE CROSSING PROPOSED 16" GAS PIPELINE & TW1 J (JNPLA 1 C��I1NTRACTOR TO f / / _ r / I S `f / Const. Esmt. _ _ _ _ _ STA. 80+95.5-8,15.001 40°-16" Horizontal Bend / // STA. 79+98.23, 0.00' r 62°-16" Horizontal Bend I \ /7, / $oxaos% g,t E I 0 \ / o: , ti; d (A y \ f . � y E w EN F oy hF; / 7 `F ( ' 'a \ \` SF - f IN-KIND (8" PRODUCTION WATER PIPELINE / / / / / _ \\ \ / r �. O / / a 6,I/ 1 . \ \ 0 \ \ BATTLE \ I 1 \ / \ ) ,/ / / ece•tion ED \ \ \ RE�M/�OVE/REPLACE 1 / / / ;' / ENT (MESA PUD 1 \ \a \ FENCE CROSSING 1r / // / UNPL,ATTED / #3331476 \ \ \ 1/ \ IN-KIND / / BATTLEMENT MESA PUD / 1 I \ \ \ 1 / / Reception #333476 / / ' I i \ V A 1 / / ///'''/ I \ \ \ \\ \ / / / // / / PROPOSED/16" GAS PIPELINE & T IN \ \ \ 1 ) / // / / 8" PRODUCTION WATER PIPE ES / I 1 \ \ J/ /" i I \ \1 \ \\ I 1 ( / / / / 1 \ I \ \ I \ / / / / S J f \1 \\ 11 1 I / / / I / / / / / f J \` 1t 1 II \\ // / JJ /' // 1 1 / 1 ,� a o a 0 o W j Z W _ Q // / \ MATCHLINE \ pRnpns TA. 78 / a ....- SEE 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 27- 00all — - 5750 5625 = _ 5745 - - - - - - - 5620 - - - - - - _ 5740 5615 - 5735 5610 = 5730 5605 _ 5725 5600 5720 - �� 5595 -- 5715 _ 5590 _� -eesser INSTALL STRAW �' - WADDLE 5710 5585 _ _ AND GEOTEXTILE FABRIC / _ _ - 0- 5705 5580 ON SLOPES GREATER -THAN 2:1 � - - - 0 - 5700 5575 =(TYP.) =la / � - 5695 / �_ 5570 _ _ ® / -/ ® 5690 5565 ��SI ® ® ,--- Q 5685 5560 _ , ar�y�:�s� .'— - �... �_. c. L.y. e�..� w. I�r nlr•r.r.rrlv�r .� �...�.... I 5680 5555 / a,s 7C' :,i��1�� - - - _ .- = ======5675 5550 —_ — — — / TQC 5670 5545 zei `�C ='�— 5665 5540 - — PROPOSED 1R" GAS PIPELINE& -TWIN �� =� ��.� _T • 8" PRODUCTION WATER PIPELINES5535 _ _'�® 5660 + * EXISTING GRADE� 78+00 o ® - 5655 5530 z iO — ��, Q • d • "� - w CL PIP J _ c. — 5650 5525 } _¢ N- m t- iit - 4az — CI Q to Li- -�- - �� 5645 - r.w� cv �- 0 j 5520 z r.�� as i, _ 5640 5515 - :mss r�� ,_ ' _ d'�� cocc 5635 - Q IX w 5510 '~^ FE' — F -L + J ^�Imo— _ --- - - t ''® - 5630 5505 W Z 5625 11 11 1 1 CICHLIN � - �� 5500 i� ® --- r� 5620 5495 � _ �-� `- i o 5615 5490 a �� _ 5610 5485 9 ¢ - 5605 5480 C 5600 5475 II I �� 5595 5470 0R1 „ 5590 C 0 5465 - 1 = VERT SOLE: 1:20 5585 5460 — — — — — — — — — 0O r. O N. m ). t• t. m O O O O N m h O W W N 'o O °rO co O N. O or OO n t\ ). N. co O co NO'o t. �i ni Oi �i ni 4 O �i O ro �"i ci r: h o; r'i ro o; O r: R 4i ni ‘. n O O O o, O o, o> o, O O o, O O O �. n c� N c5 M O h 12 12 12 12 h h h h h h h 12 h 12 h 12 12 12 12 12 h 12 0 N •m m ^ h ro k: a h h h ro 12 12 12 h M O O IN 0 a h a 0 h N m N. CO CO N. C3) CO 0) CO O a (0)'h COO CO O wN O b N MW coO'0 h h N. V, h O O h O oa h CO. CO Ni. O h h r0 N. CO O N. ti of 4i O a O o; ni h ): R ^ Oi ti R I.et) 1/45 o; ni CO 0; �: R ^ �: �i Qi ni 'ri o; n n 0 0> o, O. O O O O •. �. �. •. N N ti M M M b. 'a R 'n h r0 so <o so IN n n 12 12 12 12 12 12 12 h 12 h 12 h 12 h 12 b 12 12 h 12 h 12 12 12 h 12 b 12 12 12 h 12 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 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 STA: 78+00 to 108+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: Ursa ; ��,,:,�� Denver, Colorado 80265 Checked By: 100 o 100 0 SEA Ursa Operating Company LLC Ph: (720) 508-8350 Date: 792 Buckhorn Dr. SCALE IN FEET ORIGINAL SCALE r River Valley Survey, Inc. 02/16/2015 Rifle, Colorado 81650 110 East 3rd. Street, Suite 213 6 Vc Rifle, Colorado 81650 Computer File: 06011 r Ph: 970-379-7846 Fax: 970-625-5775 A N + a / John, Joan.,en R y Savage / / 00 al ( I .COOTRACTOR REPLACOE / / John, ok 9264 9 / � / / / + , ( I FEN CROSSING Rifle, Co. 81650 / , / / i / , z / CO O / - - IN -KIN[ 4 /t t / / \ \ \ _ \ I y v -- - rl A eta N._ \ \ - f -1 ``� �'1 / i -� ::erf :. O �- \ ----� UNPLATTED\ -, j -6-w JJ �- BATTLEMENT ESA PUD - 4 OQ - - � �'� ��-- 123+08.97, aQ \ STA. 132+98.46, 0.00' I w y. • I-- ( i \� -.,t _STA. PROPOSED 16" GAS PIPELINE 8 TWIN / Reception / ' / - _ - 0 Horizontal Bend 8 PRODUCTION WATER PIPELINES Ion #333476�\ Y 9 °-16" H O' IND wt SFJ C ` `\ \ E I-- - E R; Gr-- ( ( -_---- \ FIE6D VERIFY ATILITY POTHOLE. c� w 109+00 m�F — or-• .-.�. r / - ` J N ELEVA�I6NS R Tl7C�N TI \RUC._ (/� -e. 110+OO�erm 112+00 01st ' t L ) _ _ P E111+00 Esmt. 113+00 _ 114+00. 115+00_ -const. - - �\ ` w ___ . _.... _. kit 11 116+OO rm. Es 117+00 tr 71° - - n Sou dartE 220126+ . _-121+00 122+00 'L ioEsmt. �-Emt..' :-.. 00pm127+ 0O" 0 �--r� ,--"--..... :01 i1 128+00 LLI ErmF �:Oncf r, s -� ��. - -- .. Esmt f 131 00 132+00 % r133 / smt0 Cont. Esmi • rm. s -en _ ._ ... ` -F2r . �. - I 1 34+ 00 135+00 SF l SF) ConstiEsmt. m. - / N �-erm.t._ SM . --- - r- - - •a __ m. ��:1 = 136+C136+38-2- — --1 W / / Con Esmt. - sm I ♦ FM. sm -erm.-,�i►�1:_- -- -�.� -. �_: ----�. - .� ��• -.... _smt. L t0 / I Coast. Esmt. i on 1 rn 1. erm. nm . 'erm. • �• - _ / 4A. / 1, 01st. Esmt. - fonst. Esmt. r sm a 'e i � — — res-.- {. CO 110+37.35, O.tDO' ry, W -t I enst. % gp --r o♦,,, _. 1� rm. sm . -_ U PROPOSED 16" GAF PIPELINE &TWIN / `� t \ i \ .. _ _ _ 01st. t 1k ons� sm� ' ' 3 0.11i / I Q nd Bore Under Rogd / 8" PRODUCTION WATER PIPELINES / 1,9+37.35, 0.00' I 1 / i UNP ATTED PROPO^ A _.� GAS PIPELINE & TWIN t' �l �J J �` , \t (SF ____- t o . \i. i t N t -� \ \ ` `._ �� ' End 16" Pipeline7 \ - J UNDP_ ; ` D ! �� `� �� \ -- < I TSTA. / Beginore Under Road I BATTLEMENT MESA PU[� 8" PRO ION WATER PIPELINE rfto / / i -, 100'x100' Valve Site \- - ; ` i B s TLEMENT MESA ' D N \`� 1 / / / / / / / I l / / 1 / / �; / I / o Reception #333476 ` +, / i � -_.. / + / i / / (tt d / /% `. / / ! / ` 1 t` . w p -- - _ i I\� R ,ep 476 ��` -• ``` 1 t E - - _ _ _ mss- �� f" ° �% � / - Tie to Existing RRG Pipelines / \ Contractor to field verify' , \ I location 0d -depth -prior prior \ to connection. / / I / / / / / 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 27 JI JJ ! JVJV 5790 ;. — _ _ 5885 — — 5785 -I 5880 isi N O 5780 Ill LL0 5875 w 5775 ' a- a j it 5870 5770 w w i 5865 re imr r w 5765 o z LLO o 5860 m _ 5760 w " m Z w~ 5855 Lao, z r, L.J _ cw.t 0 Ey 5755: R ,., 5850 gpij 5845,_ =F 5745 o D E a o W Z U Z 5840 ,.. '�� 5740' u� �-- Q wrFOU-J0U 5835 M - 19+73.82 CROSSING STA. 11 ,1fl.46-BEG11- )AD CROSSING �• �,• ce— 5735 r 5830 f ~ U `� - 5730 LL _ ,= i t - 5825 tel L� p ill I J 0 u_ - a v. 1 5725 ! ra 5820 _ -Z— .� 5720 - Wim— PROPOSED -GAS PIPEIINE & uVw r J - t 5815 �' EXISTING GRADE 8" PRODUCTION WATER PIPELINES - 5715 ,� w o 5810 c� u1 U @ CL PIPE - _ - ,s® �� 5710 ; + w z - - a I - �._ II - 5805 t� -> ., 5705 LL W 0 —' PROPOSED T6" GAS PIPELINE &TWIN• _ — — o - �� 5800 s�/ l"� 5700 Cr. • y /" 8" PRODUCTION WATER PIPELINES r - - cu 5795 A- i- - i 5695 - •• 5790 O J , �' 1 J ��. ®� - = 5690 5785 �� 5685 5780 _ 5680 --- 5775 / a 5675 5770 w BORE LO�ATION A - E 5670_ —' 5765 TOTAL BORE DISTA �� 5665 5760 5660 V 5755 5655. 5750 _ C 11 5650 5745 5645 5740 5640 5735 5635 5730 5630 T 5725 _ 5625 ' -5720 MORE MOR - LC. 1. : 5715 5615 VERT SCALE: 1:20 5710 — 5610 5705 cease clnn 0 �i to h 0 IN 0 0 N. of ^'i �D �i 'o ro o m rn <o to 4o to % h h b 'n h N O o h 0 M ni ao 0 0 h `n O H 0 °^i Qi `^ @ 0 r\ h h h h M ni N ^ b c+� 0 to �i N M 4n v� a I+i M kn 0 0 M a �n Lo 0 h o C er eS ni a w h h ^ n 4n 4n b 'n % O �: h o ti In h In hT �`i o m h h 0 �: �i h h % of b I'i ro ^ 4n % O �i o 0 n h h h N a % 0 �i h N m o a rn a a I. r\ ti h h h h l h % Q h ai eS o 0 4 0 ro h h h 0 N 0 ai Q a rn o 0 m m 'n 4n % h b h N- 1\ �i to Qi 'o 0 0 0 ro ro m ro b vi h % % % % 0 % 0 h 1\ �i �i 4i L; I`i m 0 m m ro b H h % b % 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+00 123+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 STA: 108+00 to 136+37.52 (END) - Drawn By: Ursa Operating Company LLC P g P NO. Date Revision By Project NO. 1050 17th St., Ste 2400 GGS 1 7/23/2015 Pipeline Callout Revision MHH Prepared For , , * r+ Ursa Denver, Colorado 80265 Checked By: SEA Ursa Operating Company LLC 100 a 100 200 Ph: (720) 508-8350 �� Date: 792 Buckhorn Dr. SCALE IN FEETr SCALER® ORIGINALORIGINAL River Valley Survey, Inc. 02/16/2015 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 7 Rifle, Colorado 81650 Computer File: 06011 r Ph:970-379-7846 Fax: 970-625-5775 A Recommended Typical Trench Detail Reestablish excavation area with Noxious Weed Free Seed Mix 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 ,////,//,////,////,//, //,//,/,//,//,/,//,/,/ ///////////////////// //////////////////// //////////////////// //////////////////// /////////////////// /,///////,///////// /////////////////// 31611(ly u5; ////////////////// ////,//////////// / //////////////// // /////////,//////// ////////////////// ////////////////// 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'-0" 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 OVERLAP END ROLL SIDE 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) 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, CURLEW SEDIMENT LOGS WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING, NOT CURLEX MATERIAL SLOPE SURFACE TRENCH 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: Storni Water BMPs are subject to CDPHE Storm Water Plans and Permits. Install spacers/skids as necessary 24" 0.3. Steel Casing Pipe w/ 1/2" Wall 24" Steel Bore Detail 12" ID. Steel Pipe SF IP� OP� SEB SF 0 ° °I° olo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36" Steel Bore Detail Silt Fence Inlet Protection Outlet Protection Straw Wattle Soil Erosion Blanket SILT FABRIC STAPLED TO POSTS 10' MAX Beckmannia syzigachne Achnatherum hymenoides Bouteloua curtipendula Pascopyrum smithii Sporobolus airoides Sporobolus cryptandrus POST (2" X 2" NOMINAL) 24" MIN. 6" x 6" TRENCH 42" MIN. 24" MIN. 1 3 (wet areas, omit if not needed) 6 7 8 2 1 27 SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 6"x6" TRENCH FLOW 18-_ COMPACTED M1 N:i� _ _m BACKFILL i,1LIT SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST Install spacers/skics as necessary 36" O.D. Steel Casing Pipe w / 1/2" Wall 16" I.D. Steel Pipe SILT FENCE (Nat To Scale) KEYED INTO FILL SLOPE TOE OF FILL EROSION BALES RUNOFF 8 8 e FILTERED RUNOFF 0 0 Pdt Falb w cappoi CULVERT EROSION LOG STAKED INTO FILL SLOPE WOOD STAKES (2" x 2" MINIMUM) 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 (NO 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 A g P Y �� 1050 17th St., Ste 2400 �' .t, Ursa l Denver, Colorado 80265 Ph: (720) 508-8350 Drawn By GGS NO. Date Revision By Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. , Rifle, Colorado 81650 Project NO. 1 7/23/2015 Addition of Notes '11 Checked By: SEA Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph:970-379-7846 Fax: 970-625-5775 Date: 02/16/2015 r R®River Vc 8 Computer File: 06011 r A