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HomeMy WebLinkAbout11 Site PlansSITE PLANS O\OLSSON ASSOCIATES THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. O\OLSSON ASSOCIATES / Overhea Elec. / 500' Line From \ Edge of Pad / / /o / / / Battlement Mesa Land Investments, LLC Parcel 1 Parcel No. 2407-08-200- 183 0 / o a / / / / / / SE1/4NW1/4 o /,i Easement Reception #264797 100.0 \ 500' Line Front Edge of Pad Battlement Mesa Land Investments, LLC Parcel 1 Parcel No. 2407-08-200-183 5 2' Drainage & Utility Easement No. 10 Reception#541093 \\ roduction Equip. to Building S 22°01' E 1005' \ 5 Well �\ to Building ` \ S 31°42' E 1005' N E 1/4 N W 1/4 Sec. 8 \ / �\ \\• / HOBU \\ Grace Bible Child Care Grace Bible Church of Parachute Parcel No. 2407-083-01-001 Battlement Mesa Land Investments, LLC Parcel 2 Parcel No. 2407-083-00-184 Distance / Improvement Summary Improvement Type Distance to Nearest Well Distance to nearest Production Facility Building 1005' 1005' Building Unit 1113' 1248' HOBU 1005' 1005' DOAA N/A N/A Public Roads/Trails 463' 351' Abv. Gnd. Utility 208' 276' Railroads 5280'+ 5280'+ Pipelines 467' 355' Property Line 463' 351' Fence 500'+ 500'+ Mines 500'+ 500'+ Oil / Gas / In] Wells 500'+ 500'+ Water Well 500'+ 500'+ Sewers Manholes 550'+ 456'+ Bodies of Water 500'+ 500'+ Channels / Ditches 500'+ 500'+ PDOP at Time of Survey= 1.1 Inst. Operator: P. Hoffmann Drainage & Utility Easement No. 10 Reception#541093/ Distance to Section Line From Center of Pad: Lat:39.453394°N Long:108.023925°W 1902' FWL 2238' FNL Elev.= 5438 100' 0' Graphic Scale in Feet 1"= 200' 200' River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 UrsaCOMPANY COMPANY Project: - RVS 06001-58L Field Date: 09-20-16 Scale: 1"= 200' Date: 05-23-17 Sheet: 1 of 1 Rev: By: Form 2A - Attachment D Location Drawing BMC L Pad Sections 8, Township 7 South, Range 95 West L Q;\2006\479 062_URSA\dwg\Ursopad and pipeline KEY_MAP-PH2 dwg Plotted; 4/20/2017 4;45 PM By; Key Map Ursa Operating Company Special Use Permit and Major Impact Review Battlement Mesa P.U.D. Phase II Garfield County, Colorado NOTES: - This map has been prepared for the purpose of aiding the reader regarding the location and general information for the Pads to be considered as part of a Major Land Use Impact Review application by Ursa Operating Company within the Battlement Mesa P.U.D. The boundary of the P.U.D. is shown per Resolution 82-121 recorded as Reception No. 333476 and amended by unrecorded Resolution 82-138, dated 21 June, 1982. The majority of the information shown hereon has been plotted using the information contained within the Special Warranty Deed recorded as Reception No. 408507 which describes the limits of the Battlement Mesa P.U.D. along with the encumbrances and exceptions affecting the parcel at the time of recording. Other information shown hereon has been plotted per SGM legacy data and title work provided by Ursa Operating Company. - BMC L Pad lies within Assessor Parcel No. 2407-082-00-183. - Proposed pads, pipelines, and associated grading are shown per current preliminary design. - Applicant: Ursa Operating Company, 792 Buckhorn Dr., Rifle, Colorado 81650. Vicinity Map Scale: 1"=3000' 1115a i OPERATING I COMPANY r 6SGM 1 18 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com / 1 1 6 12 1 7 12 - to C8 12 77 13 I i i 404"." i meq• 32 Battlement Mesa P.U.D. Boundary (Typical) i i soo soo 4e UNPLATTED BATTLEMENT MESA P.U.D. Reception #333476 Tompkins, T.L. 998 Co. Rd. 309 Parachute, Co. 81635 UNPLATTED BATTLEMENT MESA P.U.D. Reception No. 333476 & Unrecorded Resolution No. 82-138 (21 June, 1982) Parcel 1 57.68 Acres t Reception/740449 Parcel 7 58.17 Acres t Reception#740453 Parcel 2 76.26 Acres t Reception#740450 4 5 4 8 9 1 1 Old High School Parcel 11 �Q I 41.35 Acres t Reception#740455 Parcel 6 35.67 Acres t Reception#740452 Parcel 3 52.80 Acres t Reception#740451 School Parcel Reception#727518 Willow Creek Section 2 Reception#322310 n U I � nom co 0 IV,70 in as 8 X ti 17 16 Tonder, D.R. & M.A. 1104 CR 308 Parachute, CO 81635 a Oper Pa BMC B Unplatted Battlement Mesa Partners Reception #333476 e Quarry mmons ,t.,• • tion#691970 River Bluff Filing No, 1 Reception#371428 X410 MIN it?!TM 4S C ed himm911 Alla d pie 01111111A I ��*,�Q\\\U\� 11510101111 V000 ssisssw vIi ��iii 000 100 Battlement Mesa PUD Boundary (Typical) URSA Operating Company, LLC Battlement Mesa PUD Phase 11 BMC L PAD L.W. St. John Middle School Reception#347912 18 19 17 20 20 Yater, A.N. & B�S. 7281 Co. Rd. 300 Parachute Co. 81635 Watson Ranches, Ltd. P.O. Box 586 Meeker, Co. 81641 UNPLATTED BATTLEMENT MESA P.U.D. Reception No. 333476 & Unrecorded Resolution No. 82-138 (21 June, 1982) Gardner, 11. 1 36 Co. Rd. 302 Parachu Co. 8163 Foster, M.L. 600 Poderosa Circle 1 Parachute, Co. 81635 Savage, J.W. & R.E. P.O. oz 1928 Rifle, Co. 81650 Battlement Mesa PUD Boundary (Typical) Coulters Pocket, L.L.C. P.O. Box 26 Woody Creek, Co. 81656 Gardner, S.I. 1236 Co. Rd. 302 Parachute, Co. 81635 L Ursa c 16 1,• mpa Gardner, S.I. 1236 Co. Rd. 302 Parachute, Co. 81635 ting y Battlement Mesa P.U.D. Boundary (Typical) a 42 acro 43 co a2d o U d o z6 �6 a Payton, A. & W. 702 Co. Rd. 303 Parachute, Co. 81635 B.L.M. Encana Oil & Gas (USA) Inc. 3615 D. Huron St., Ste. 200 Englewood, Co. 80110 1000 Rill, G.B. & D.J. 3212 F Rd. Clifton, Co. 81520 UNPLATTED BATTLEMENT MESA P.U.D. Reception No. 333476 & Unrecorded Resolution No. 82-138 _ — (21 June, 1982) Bosley, M.A. P.O. Box 26 Woody Creek, Co. 81656 0 500 r 4 3 9 1 10 10 9 1 10 16 15 GRAPHIC SCALE 1000 2000 1) 4000 Special Use Permit and Major Impact Review Key Map ( IN FEET ) 1 inch = 1000 ft. 2006-479.062 TB 4.20.17 Jss Ursapad and pipeline KEY_MAP-PH2 Exhibit E L1 I 111 I 1 III Q:\2006\479062_URSA\dwg\easement description_BM-1_2016-URSA-PH2 dwg Drainage • a ' • • •. Ur`ility' Ease'm'ent.:.... •' •••••Reception#398288 •••••• 1 Drainage : & Utility .. • Easernerit No. 12 :•Receptian#541093 Site' Easement.• '' •.. Proposed 50' • • -W. • Construction Easement Proposed 25 Water & Gas .."': Pipeline Easement Drai•nage: - & 11t// ty.• E.asernei�t No. 1.0 Receptioin154103 0rain.age & U. tiity Easement•' No. Z 1' -Reception#54093 . .13arcl :7 Battlement Mesa 1.And..•.:Investments Parcel .# 24077081 —00=187 Notice: According to Colorado Law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect In no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. UrSaOTlN1��1 0,1pY Notes: P1 n Ursa Op era ting Company BMC L Located in the W 1/2 Section 8 Township 7 South Range 95 West of the 6th P.M. Ba t tl ern en t Mesa P.U.D. Ga rfl el d County, Colorado - BMC L Site Easement Legal Description An Easement located within the Battlement Mesa Planned Unit Development (hereinafter referred to as P.U.D.) as described in that document recorded as Reception No. 333476 in Garfield County Records (hereinafter referred to as G.C.R.) and amended by unrecorded Resolution No. 82-138 dated 21 June, 1982, said Easement also lies within the West 1/2 of Section 8, Township 7 South, Range 95 West, of the 6th Principal Meridian, Garfield County, Colorado, and being more particularly described as follows.. COMMENCING at the most Northeasterly corner of the said P.U.D., being the Point of Beginning of the legal description contained in said Reception No. 333476 also being the East Quarter Corner of Section 5, Township 7 South, Range 95 West, of the 6th Principal Meridian, from which the Southeast corner of said Section 5 bears S 00°15'43" W a distance of 2605.35 feet (Basis of Bearings for this description); Thence S 31°40'09" W for a distance of 5608.09 feet to a point on the Western Right—of—Way line of Spencer Parkway as described in that document recorded as Reception No. 541093 and shown on Exhibit B thereof, G.C.R., said point also being located on the Easterly line of Parcel 1 as described in that document recorded as Reception No. 740449, G. C. R., and being the POINT of BEGINNING; Thence S 35°28'59" W along said Western Right—of—Way line of Spencer Parkway a distance of 524.24 feet; Thence S 70°15'06" W a distance of 99.92 feet; Thence N 89°26'55" W a distance of 211.60 feet; Thence N 29°16'37" W a distance of 291.86 feet; Thence N 01°17'34" W a distance of 408.72 feet; Thence N 12°52'59 " E a distance of 17786 feet; Thence N 90°00'00" E a distance of 210.47 feet; Thence S 79°56'57" E a distance of 356.57 feet; Thence S 0701'55" E a distance of 192. 17 feet; Thence S 51°12'03" E a distance of 19741 feet to the POINT OF BEGINNING. Said Easement contains 10.91 acres (475, 121 sq.ft.) more or less. Applicant: Ursa Operating Company, 792 Buckhorn Dr., Rifle, Colorado 81650 - Basis of Bearings: S 00°15'43" W a distance of 2605.35 feet between the East 1/0 Corner and the Southwest Corner of Section 5, Township 7 South, Range 95 West, of the 6th Principal Meridian. Contours and improvement information shown hereon are from the photogrammetry dated October 2005 by Aerometrics. The Vertical Datum of said contours is NGVD 29, the contour interval is 2 feet. — Proposed BMC L falls within a Planned Unit Development zone district: Low Density Residential (LDR). - Proposed grading and structures shown hereon are from current SGM designs. There are no buildings or structures on the subject property that will affect development. Ground cover vegetation is native grasses and sagebrush. - See Sheet 3 for detailed view of Well Pad & Typical Elevation Sections. The proposed Produced Water Treatment System for the Well Pads in this Major Impact Review application is shown on the 'Pad F" Site Plan. The water will be cycled in the Proposed Pipeline shown hereon. - Pump and haul facilities will be provided for Sanitary Waste. GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. Surveyors Certificate: this 1, Robert E. Brandeberry, being a Registered Land Surveyor in the State of Colorado, do hereby certify that this Site Plan was made under my supervision and is true and correct to the best of my belief and . awledge. Robert E. Brandeberry Colorado PLS # 38388 For, and on behalf of SGM 'SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com URSA Operating Company, LLC Battlement Mesa PUD Phase 11 BMC L PAD Revision Date By 2 3 4 5 Special Use Permit and Major Impact Review Site Plan Job No. 2006-479.062 Drawn by: tb Date: 5/1 8/1 7 Approved: bb FiRsement description_BM-1_2016-URSA-PH2 Of Exhibit E L2 J I 111 I 1 III 11:36 AM By: Anthony A/fini a� 0 6 aJ aJ N N ZI c .o co co co OE --Graphic_Scale 25 50 100 1 n Feet: -14 " = 5 COLLECTION DfTCH (SEE _GRADING & DRAINAGE -- PLA - - PLA / 7T - -ET) DETENTION POND DETENTION 'PON)' PLAN, THIS, SHEET) OE 1'35x0' r TEMPORARY COMPLETION FACILITIES 400.8'' BMC L PAD -(31 PROPOSED WELLS) COLLECTION D/TCH (SEE GRADING & DRAINAGE PLAN THIS SHEET) / L -8E D UND ACCESS 10.00; J 01104,100004101104110090 114 4114)14101111114110411141.111111 TRAFFIC-, FLOW (TYPj ` -1- 104.6' SEPARATORS SITE PLAN GE --IN OUT '19.50 W/,, OU LET PROTECTION STA. 13+.6.31 •0/S 22329,11 10 LF '18" HDPE, OVERFLOW 6,30.0% '1NV. IN 2250 STA. 13+36.4.1 0/S213.91? TOP BERM, EL. 54400, 2:1 SIDE SLOPES E but i- 5 IN -12. -OUT 18.90 W/ OUTLET PROTECTION STA. 13-43 69, 0/S229.511 5420 20 LF 12" -HDPE 2.5[19' - 12" WATERMAN SLIDE GATE;__INV:- Al 19:40 STA: 13+ 43.69 0/5 209.511_ OE Graphic Scale 15 30 60 In Feet: 1" = 30' LEGEND PW = COND. CMP = PRODUCED WATER CONDENSTATE CORRUGATED METAL PIPE WATER & GAS PIPELINES OBER I Ir N1C' 1 COMPAKY DETENTION POND PLAN DRAINAGE NOTES: 1. COLLECTION DITCHES TO CAPTURE ON SITE RUNOFF AND OUTLET INTO DETENTION PONDS. 2. DIVERSION DITCHES TO DIVERT OFF SITE RUNOFF AND OUTLET TO HISTORICAL DRAINAGE OUTLET COLLECT/ON DITCH�` --2.1 SIDE SLOPES, MIN 1Z—GRADE, _ 1 FT DEEP; OUTLET INTO ----- DETENl/ON_ POND --DETENTION POND.- - (SEE DETENTION' •PONfJ PAD CORNER PLAN THIS. SKEET)_' EL. 29.6 -CUT 1:Q _-- STA, .10+36.89• p/ /157.59 1 Graphic Scale 0 30 60 120 In Feet: 1" = 60' COLLECTION DITCH W/ 2:1 SIDE SLOPES, MIN. 1Z GRADE, 1 FT DEEP; OUTLET INTO DETENTION POND \n‘4. 129:65 /L ,5.00 S,T,4.2f'91.36 - 'D/S6`00.67'R --1-2"__C ® 0.509 _ STAMP: 10+ 1.6.84 STA. 11 +4 O,.1 -1,1+4, S 43, 642.77'L1 " 1 _ II INV -.1N --2B. _ D 9 W/ BOULDER .1 A' 1 STA. -1-0416.8 INV. OUT 28.6'6" W/ BOULDER HEADkt/ALL_ ,STA. Po' 16.84' - 0/S 1 .:,L ------ 5450 .•BMC, L PAD, I- - -MCCOQOQOCC ---3 62 1 • 0.04-' -- ---------_O STA.- .76 j o/ 38:807? II.'1 --R4D_ CD_RNEP' . EL. CUT 16 8,3 STA. 10+3&89 O P142:41'R,- PAD CORNER - --EL. 3-LJi5 CUT 13,84__ DIVERS/Q/u DITCH-4TOE -OF-BERM, 41 ----------- N '1 GRADS 1 FT DEEP,, OUTLET INTO—EX. DRA/N;40E GULCH GRADING AND DRAINAGE PLAN 2 (TYP) FILL SLOPE II1 ' RECEIVER 4'-5'H II III LAUNCHER 4'-5'H BLOCK GATE 3'-4'H 3'-5' (TYP) WELL HEAD 3-47-1 SEPARATORS (5) 12'W X 22'L X 15'H II I 75' COMMUNICATION ANTENNA 18'H 12' COMBUSTOR 03' X 12'H TANKS (8) 015' X 9'H CONTAINMENT RING (TYP) CUT SLOPE In Feet: 1" = 20' PAD FACILITIES AND STRUCTURES ELEVATION 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com URSA Operating Company, LLC Battlement Mesa PUD Phase II BMC L Pad Revision Date By Site, Grading, & Drainage Plan Job No. 2006-479 Drawn by: AWA Date: 3/13/2017 QC: JSS PE: JSS File: PadL-Sheets Of L3 5 J PROPOSED ACCESS ROA �0 TON CLASS 6,,s48C) , 6.5' CU "5' RAD: SEE i FR REP , CEMEIeT./E"pA1L' SHED REMs 014,8 ,-GUTTER ,M yf '(HATCHED,); PLACE ASPHALT .DETA/t, THIS EL. /5472.73 Q/S-35 RAD 5440, MA TC 'Tx FL 547399 TA. 1439.98 0/S ,&6.20'" D ' rCESS TA. 1,0 RAD. PNT,,' ,-'STA:'1 +65.6,7 0/S 35.07'R ,-'PT ,ROAD/EL. /73.181 ,STA.,1 +64.9,8 0/S 11.0©R ,/ RAD. PNT. STA. 10+,11.89 O/S 3&00'R/ ¥4 TCH PAD EL. 30.62 5'TA.10+36.89 ,' 0/Si35. 99'R FtL 11.0' 2.09 11.0' 2.0% A.B.C. = Aggregate Base Course = Minimum 4" Topsoil or Specified Alternative 8" CLASS 6 ABC EXISTING GRADE 1.0' DEEP ROADSIDE DITCH TYPICAL ROAD SECTION STA.1s+ 0/S 3&000'L Graphic Scale 0 20 40 80 '' 4.0" H.M.A. GRADE SX(75) (PG 58-28) 1/4'R 8" A.B.C. CLASS 6 ASPHALT PATCH SECTION DETAIL SCALE: N.T.S. 1' 0" 1 6" 1/2'R 6" 3/4" 1/2'R —3/4"4a I Q P. 18" CURB & GUTTER REPLACEMENT DETAIL SCALE: 1 1/2" = 1 '-0" 18" CURB & 2' MIN. FULL GUTTER TYPE 2 DEPTH In Feet: 1" = 40' 8" AGGREGATE BASE COURSE CLASS 6 TYPICAL T -TOP PAVEMENT JOINT TO BE USED TO TRANSITION TO EX. PAVEMENT SURFACES SCALE = N.T.S. OBER I Ir Nh' 1 COMPAKY BSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com URSA Operating Company, LLC Battlement Mesa PUD Phase II BMC L Pad Revision Date By SAW CUT CLEAN EDGE, APPROX. PERPENDICULAR TO ROADWA Y Job No. Drawn by: Access Road Plan & Profile Date: QC: File: 2006-479 AWA JSS 3/13/2017 PE: JSS Of PadL-Sheets L4 5 J PV/ STA.2+38.52 PV/ ELEV..5471.93 K=30.26 100.00' VC N ^h UV MATCH EX. ASPH. m STA 1-1-37 5480 03 h Nh U m14-1 co Cki V 5480 - EL. 5473.94 5475 -2.00% 5475 - _ PV/ S74.10+16.89 5470 _ - - PV/ ELEV.5430.64 - _ ' ' 5470 5465 - - -30.00' --- VC 5465 5460 ------------ - - ------__ - °0 CO N- 5460 5455 - 309, - _ _ - - - - ,* 'E ci ' 6.89 5455 5450 - -- _ ____.z?...." iki .. STAT EL. 10+3CH 5430.44 5450 - -------- ��- c, 5445 5440 Q1 - - - 5440 5435 SCALE. "-40' 12" CMP INV. 5435 5430 HORZ: 1 STA. 16.84 - - - 5430 VERT: 1 "=20' EL.5428.72 70+ -1.00X 0 0 FG 5474.0 EG 5473.90 PC 5471.0 EG 5473.50 PC 5467. 9 EG 5473.10 FG 5466.0 EG 5472.68 FG 5465. 7 EG 5472.14 FG 5463.8 EG 5471.46 PC 5462.3 EG 5470.65 PC 5460.8 EG 5469.72 FG 5460.7 EG 5468.67 PC 5460.5 EG 5467.61 FG 5460.6 EG 5466.55 FG 5460.4 EG 5465.48 PC 5460.2 EG 5464.42 66 5459.8 EG 5463.36 PC 5459.6 EG 5462.30 PC 5459.6 EG 5461.24 PC 5459.7 EG 5460. 18 FG 5459.7 EG 5459.12 PC 5459.8 EG 5458.06 PC 5459.9 EG 5457.00 PC 5459.9 EG 5455.94 PC 5460.0 EG 5454.87 PC 5459.9 EG 5453.81 FG 5459.6 EG 5452.75 PC 5459.2 EG 5451.69 PC 5458.7 EG 5450.63 FG 5458.1 EG 5449.57 PC 5457.3 EG 5448.51 PC 5456.3 EG 544745 PC 5455.3 EG 5446.39 FG 5454.7 EG 5445.33 FG 5452.9 EG 5444.27 FG 5451.6 EG 5443.20 PC 5450.1 EG 5442. 14 FG 5448.8 EG 5441.08 PC 5447.4 EG 5440.02 PC 5446.1 EG 5438.96 FG 5444.9 EG 5437.90 FG 5443.9 EG 5436.84 PC 5442.9 EG 5435.78 PC 5442.3 EG 5434.72 FC 5441.9 EG 5433.66 PC 5441.5 EG 5432.59 FG 5440.7 EG 5431.53 FG 5440.1 EG 5430.71 PC 5439.1 EG FG 5438.3 EG FG 5438.0 EG cp 5425 1+00 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 OBER I Ir Nh' 1 COMPAKY BSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com URSA Operating Company, LLC Battlement Mesa PUD Phase II BMC L Pad Revision Date By SAW CUT CLEAN EDGE, APPROX. PERPENDICULAR TO ROADWA Y Job No. Drawn by: Access Road Plan & Profile Date: QC: File: 2006-479 AWA JSS 3/13/2017 PE: JSS Of PadL-Sheets L4 5 J Anthony A/f 7 L Pad\PadL—Sheets.dwg evisions H DWGs 20 20062006-47 NOTES: 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES (INCLUDING STAGING AREAS) NOT CALLED OUT IN THIS PLAN ARE TO BE TOP SOILED 4" MIN. AND SEEDED. 2. BMPs MAY VARY TO ACCOMMODATE LANDSCAPING. 3. CHECK DAMS AND INLET/OUTLET PROTECTION ARE TO BE CONSTRUCTED OF LOOSE ROCK OR ROCK SOCKS. 4. SEED MIX IS TO BE URSA DRY LAND MIX OR OWNER APPROVED MIX 5. TOPSOIL TO BE SPREAD EVENLY ON TOP OF BERMS AT TOE OF FILL SLOPES. 6. ALL STORMWATER OUTLETS TO BE PROTECTED BY CONTECH LANDL0K450 TURF REINFORCEMENT MATS OR APPROVED EQUAL (5.0 SY MIN. EACH OUTLET). 7. VEHICLE TRACKING PAD TO BE 8" DEEP OF 1 " MINUS CLEAN SCREENED ROCK UNDERLAIN BY 140N GEOTEXTILE FABRIC OR APPROVED EQUAL. LEGEND e VEHICLE TRACKING PAD SURFACE ROUGHENING W/ SEED (CD CHECK DAM 4" TOPSOIL & SEED h COMPACTED NATIVE FILL 10' 22.5' �\\\\ 1 X \i �i \ice —11 3 BERM TYPICAL SECTION SCALE: N. T.S. EXISTING GROUND OE OE 01 1 OE -------------- '5435 OE OE DITCH TO COLLECT RUNOFF FROM PAD, OUTLET INTO DETENTION POND OE OE OE OE OUTLET PROTECTION -OUTLET PROTECT/ON 5.0 SY'.TRM� 5.0 SY,-TRM- 5420 DETENTION POND FOR -,PAD RUNOFF OE OE airgg MIEMIRMIM VEMOMMIM MMMMMMMM VP MMM MM. OE lerrea- -----------5440 - t r OE DITCH TO COLLECT, 5425 RUNOFF FROM - PAD OUTLET -%NTO � � DETENTlON POND BMC L PAD r OUTLET .PROTECT/ON 5.0SYTRM a -------------------5445---------------- - oocpbocooc000poo -1--- 000000000000000s‘‘, - --- 5450 • BERM (TYP).- CHECK DAMS TO BE IMPLEMENTED AS ( Y?)/ at -if ar ft --1- MaraillifitiNaltu Waal SSC.= : ` 'sfiMIMPS MMM r 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com • BERM- -(TYP) _ _ • • URSA Operating Company, LLC Battlement Mesa PUD Phase II BMC L Pad 'DITCH AT TOE OF BERM TO' '.D/VERT OFFSITE RUNOFF, OUTLET INTO EX DRAINAGE OE OE - Erosion Control Plan Graphic Scale 0 25 50 100 In Feet: 1" = 50' Job No. 2006-479 Drawn by: AWA Date: 3/13/2017 QC: JSS PE: JSS File: PadL-Sheets Of L5 5