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4888.2 <br />X <br />I• <br />CQ <br />0 <br />O <br />SCALE: 1" = 50' <br />tO `(EAR R <br />4860 <br />R8) <br />HAUL ROAD 4 <br />POND 11 <br />PLAN (AS BUILT) <br />N5f <br />N55 <br />4870 <br />12102 <br />V SCALE: <br />1" = 10' <br />H SCALE: <br />1" = 50' <br />M <br />1`111 <br />SECTION N55 - N55' <br />MAI C-RFFK PLAN & PROFILE <br />0 <br />4876 <br />4874 <br />4872 <br />4870 <br />4868 <br />4866 <br />4864 <br />rl '� COAL GULCH <br />RIP RAP <br />15 YEAR PEAK HAW DEPTH - 4866.9' <br />SE111MENT STORAGE - 4865.1 <br />SECTION N - N' <br />V SCALE: 1" = 5' <br />H SCALE: 1" = 50' <br />SEDIMENT POND 11 SPECIFICATIONS FOR CBA -2 ONLY <br />WATER STORAGE VOLUME — 0.40 A.F. <br />SEDIMENT STORAGE VOLUME — 0.27 A.F. <br />POST CBA -2 POND CAPACITY — 4.85 A.F. <br />SPILLWAY DESIGN FLOW — 8.58 CFS <br />CREEK <br />REFERENCES <br />J. E_ S. <br />12102 <br />^FRMIT RENEWAL ADEQUACY - A <br />G11741-9-7 <br />Af. C.L. <br />?EV: DETAIL (K) NOTE <br />cn <br />z <br />P <br />REV. DETAIL (K) <br />0410 7194 <br />5 <br />REV. DETAIL (K) <br />I? <br />4 <br />RIP RAP DESIGN REF. <br />3 <br />POND 10 RIP RAP <br />No. <br />I DESCRIPTION: <br />CREEK <br />REFERENCES <br />J. E_ S. <br />12102 <br />L M. R. <br />G11741-9-7 <br />Af. C.L. <br />12112/ r7F; <br />L.M.R. <br />04113/54 <br />L.M. R. <br />0410 7194 <br />3Y <br />DATE <br />C%0 <br />C%'Q <br />I <br />O <br />N CI <br />4820 <br />SCALE: 1' <br />L <br />POND 10 <br />_AN (AS BUILT) <br />\X <br />s: . <br />SECTION L55 - L55' <br />V SCALE: 1" - .. <br />H SCALE: 1" = 90' <br />SEDIMENT POND 10 SPECIFICATIONS <br />WATER STORAGE VOLUME — 10 YEAR 24 HOUR EVENT, 1.37 A.F. <br />5. SEDIMENT STORAGE VOLUME — 2 YEARS, 1.23 A.F. <br />TOTAL POND CAPACITY — 2.60 A.F. <br />SPILLWAY DESIGN FLOW — 25 YEAR 24 HOUR EVENT, 44.8 ICES <br />L' <br />V SCALE: 1” = 10' <br />H SCALE: 1" = 50' <br />SEE EXHIBIT 51 <br />RIP —RAP LIMITS <br />I <br />6 ) ' 40' j;+ ,� `�, STREAM CHANNEL <br />PLAN <br />1 WITH VERRCAL DRO 10' . <br />r0' ARIES WIN V InCAL DRO 10' <br />S = 0.02 <br />4H:1V <br />RIP -RAP <br />DsD= 30" <br />PROFILE <br />RIP —RAP PROTECTION AT TRANSITION <br />S = 0.02 <br />PERMANENT EPHEMERAL STREAM CHANNEL DIVERSION, TRANSITION ZONE DETAIL <br />DETAIL "K" <br />SCALE: 1" = 20' <br />SEE EXHIBIT 5. 52; 88 AND SC <br />REC"I orb <br />JUL 0 4 2003 <br />Division of Minerals and Geolor'' <br />PR-`` SNOWCAP COAL COMPANY <br />�'D R'S CERTIFICATION N <br />t this <br />drawing was done <br />t�YQ 9 SNOWCAP COAL COMPANY <br />or Un ®$r;e, direct supervision and NT E CAMEO REFUSE DISPOSAL AREAS 2 81 3 <br />�V all of thpSn O motion presented on P.O. Box 14]D,PalisaUe,CO 81526 <br />iit/!s dk82� is 3Aue orld correct to the S DETAILS & CROSS- SECTIONS <br />�(4�t of my kn?* and belief. ONE INCHHINCH <br />1 •f• • ° 45 _ J. E. Sl O�LI,' h ASSOCIATE, DMG LG. ? „o. DWG. f, Mt. <br />p° - -_____ 2768 Compass Or Suite It - ;IGNED BY: D.A.J. 4/03 C _ gj _ 041 <br />!'9230 D to __ ° ,1 PY. D.A.J. 4103 EXHIBIT 55 <br />Cc- -- <br />- Bv: I J.E.S. I 4103 AS NOTED <br />