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i I~ <br />I '~ <br />~ <br />~6"D PVC 1/2'0 F£RFORAT <br />T <br />TYPE 3 MA <br />L <br />ttPE 9 MATL. <br /> 6320 <br />n ': <br />e v, <br />.~ 0 ~ ~~ ~ Y - <br />' - <br />O ~ <br /> <br />. . 6310 <br />`, b <br />.A <br />- 120° ~ . <br /> <br />~. ',. , <br />I f ~ m 6300 <br />TOE DRAIN DETAIL TYPICAL <br />N.T.S. <br />~~~ k~ <br />D[SCRIPTIOH <br />6290 <br />6280 <br />62]0 + <br />IW <br />6320 <br />6310 <br />6300 <br />6290 <br />6260 <br />62]0 <br />ioo <br />EMBANKMENT CREST <br />SPILLWAY CHANNEL <br />24"CLASS llC RIP-RAP <br /> EMBANKMENT FILL-TYPEI <br /> MATERIAL COMPACTED IN 6" 2 % SIDPE - CREST OF DAM-ELEV 6'AB.O (FINAL) <br /> LAYERS <br /> s <br /> DOWNS? AM Po r <br />1 ~ <br />i013E'SEEDEO <br />4°COMRtCTEO IDYR 29 RR STORM WATER SURFACE -ELEV 6302.94 (12 99 GAGE) <br />- <br />- <br />SEE DETAIL LEFT / <br />-- BASE COURSE SEED UPSTREAM -~ FILTER FABRIC <br />° MA%IMUM SIDEMENT <br /> 6LOPElA60V E 6300.W) <br />RIP-RAP LAYER - CLA55 ]II RIP-RA <br />29 <br /> <br />LTER BOTTOM - <br />e o <br />o. e. =~I <br />••I ~ IL <br />(UP TO ELEV 6300.0 ' <br />I <br />-EXISTING GRADE <br />_ SEDIMENT CLEANOUT <br /> <br />-EV 62918 ° o <br />o <br />bfo': .- <br />IY <br /> <br />~ -1 <br />--_---_.~ - ----- _ <br /> 5' BOTTOM OF POND ELE . - 6290.00 NORMAL <br />TOE IX2AIN-6"0 <br />)L <br />10' <br />PERFORATED P.V C . GRADED FILTER <br />IB 2qq, <br />DRAINPIPE. TYPE3MATERIAL <br /> IL J1 _ELEV BOTTOM OF KEY-62840 <br /> ~.~ 1 1 <br />50 <br />0 <br />STATION I +00 <br />(TYPIC4U <br />50 <br />100 <br />SPILLWAY CHANNEL I q, I <br />EMBANKMENT FILL-TYPEI MATERIAL COMPACTED IN 6"LAYERS <br /> O CREST OF OAM - ELEV. 6308.00 (FINAL) I <br /> <br />DO <br />AM <br />P <br />BE SEEDED 2.5 y 3 <br />-~ <br />WNSTRE <br />SLO <br />E TO 1~ <br />4~COMPACTEO 9' <br />I IOYR. 24 HR.STORM WATER SURFACE-ELEV.6302 .94 (1 <br />2.94 GAGE) <br />I <br />---~- __ <br />' ----- BA6E COURSE _ <br />)-Z. --- <br />FILTER F48RIC <br />- --- ______ <br />-- IL '- ---------_---xF%ISTING GRADE -_ <br /> <br /> <br />" <br />S~fFr I SEED UPSTREAM ( ® ' <br />SLOPE (ABOVE 6300.00) 24"RIP-RAP LAYER -CLASS lII RIP-RAP(UP TO <br />29 <br />CLASS lQ RIP-RAP 1 NORMAL <br /> 2 BOTTOM OF POND - FLEV 6290.00 <br />' <br /> 10 <br /> 2.4 Y. I <br />II-- <br />9~V ~ <br />ll /~~ JL ~1 _ELEV. BOTTOM OF KEY-6283.0 ' <br />/ <br />\~ ~I~j ~ 6~ <br />~ <br />I <br /> ~ <br />I ~ <br />'~ <br />' <br />I <br />I <br />50 O 50 <br />~I9T ION 0 + 00 <br />DESIGNED MOUNT CtiUNNISON <br />MWG <br />oRAwN LL.a cH d'~ y'a+ GUNNISON COUNTY, COLORADO <br />cNEC%EO MWG ~ MERRICK AND COMPANY ARCO Coal Company N <br />DENVER, COLORADO ~N„y~~N~~„F <br />APPROVEp DAE 7w COQ' ~ Proje<I No. 103 -33]60 <br />DFSCRi PTION DATE 12/10/9D SUBMITTED APPROVED <br />100 <br />10® <br />~ by up~dte <br />CROSS SECTIONS <br />RUNOFF POND•N0.1 <br />(MB #I) <br />(STATION 0+00- I+00) <br />PpaccT No. <br />MG -02 -01 <br />DRAWING N0. REV PAGE <br />c-oo] az <br />