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AJ <br />F- <br />a <br />RIP <br />INLET 4WO CHP OUTLET <br />r <br />rP , <br />\\ RIP RAP OUTFALL — — — <br />\ CHANNEL. <br />\ 1 <br />\ EMERGENCY - <br />\ SPILLWAY Tn'. EL 6120�6 blz0. <br />� I <br />1 \\ EL 6116.7 \ ' DITCH <br />\\ / B -106 J <br />\\ A E 3INL CHP \ �� <br />R � / <br />1 -`: <br />24%2 PIPE CHP <br />I 01' 9TLEY / <br />GUY CABLE EL• <br />' <br />rip, <br />D / <br />NEW POND M:3 -2R / <br />17.12 Ac.Ft. C EL. 6118.7 <br />?� SLOPE _ —BOTT. EL. 6100.0 <br />a <br />I <br />I <br />0 <br />SW INLET <br />8-36.9 CHP <br />_ I <br />2 -1/2 PIPE CHP VP MO. 10 <br />24'9 N 404462231 <br />E L447AR&3133 <br />C1 - <br />B -107 / <br />PLAN - DETENTION POND MB -2R <br />SI 1' m 30' <br />FOR SECTIDIIS SEE DWG NO, 36 -104 <br />REFUSE <br />PILE TOE <br />I <br />i <br />I <br />i <br />NOTEi <br />REFER TO EXHIBIT 66 FOR HYDROLOGIC <br />DESIGN DATA. <br />1 <br />UG,D•T- <br />Q EL mpe-A <br />SLR - OPE 3_1 <br />GCL LINER r/ <br />6' SOIL COVER TYP. <br />46.9 CHP OUTLET PIPE <br />SECTION 2 PRIMARY OUTLET <br />€ EMBANKMENT <br />I <br />€ SPILLWAY <br />SLOPE b <br />I <br />PLAN - EMERGENCY SPILLWAY <br />ARevisiows <br />Ow <br />0 <br />_y <br />W <br />WEIR DISCHARGE <br />EXIST CLLVERTS UN� <br />APPROX. EXIST GROUND <br />46'9 CMP <br />ST/WD PIPE <br />HmIVAY 133 <br />_ _ L—II <br />_ � <br />2 <br />6 -23-94 <br />ADD A8-BUILT DATA FROM FIELD (ISD <br />\ <br />10 -01 -93 <br />j <br />WEIR - <br />- - <br />.. -- <br />NO. <br />4 St12U <br />DESCRIPTION IV <br />= =-�"-• <br />— <br />--- - - - - -- — <br />60GV. <br />—r <br />4WO CHIP <br />INVERT EL <br />6060 S - E3X T <br />6'9 PIPE TO <br />63 <br />EXIST INTA10E <br />GALLERY <br />4800 CMP OUTLET PROFILE <br />N.T.S. <br />NOTE, AS -BUILT <br />DRAWING DERIVED <br />FROM 49 SURVEY POINTS. <br />Ow <br />0 <br />_y <br />W <br />g� 3 -00 <br />krr(uLtj Prim wt j.4 na i <br />UV ve Ed Elevdt�ohf <br />S op m..s reS <br />2 <br />6 -23-94 <br />ADD A8-BUILT DATA FROM FIELD (ISD <br />1 <br />10 -01 -93 <br />REVISE POND ELEVATIONS AND STORAGE VOLUMES <br />Dw4L NO. <br />DESCRIPTION <br />NO. <br />DATE <br />DESCRIPTION IV <br />&m f ISLt S <br />X 4. W'. <br />V� <br />:916 5' o: <br />EMERGENCY SPILLWAY INVERT EL 4116,7 -- <br />SCALEr 10 = <br />DRAWNs ACA <br />DESIGNe SA. <br />CHECKEDs <br />APPROVEDo <br />r <br />fy <br />BRIDGE STRUCTURE <br />46'9 CHP <br />ONSILADDER I ly mA �Ilf <br />DE <br />INSIDE LADDER <br />2 1 <br />F1I�u AROUND <br />I <br />\\ 1 BAX I W OUTLET I VALVE rATE <br />INVERT EL- b103• A& <br />GM LINER •/ <br />6' SOIL COVER TYP. <br />I ' <br />i <br />€ EMERGENCY SPILLWAY <br />J <br />Y A <br />�• <br />r <br />ENGINEER SEAL <br />.......r 1w YYIw/iJ 1 LW AU_ 1 T rL <br />VL -D50 WITH A HDIINUN SP.GR. <br />► OF 2.3 PLACED ON 6' CL 2 BEDDING <br />SECTION - A <br />I <br />i <br />t <br />I <br />1 <br />i <br />k <br />i <br />• y 1 <br />pr_rFIV1 =� . <br />rcc 2 2 1995 <br />Permit Number <br />Class. ermlt 2I �? @Q� <br />se_cro /B.hib ��% G. - Y� �tvtGA11 JI . +ulttlfdl5 ei <br />Class 0 Revision <br />-- - ---- ------ -- '�------- --- -- --- --- <br />Class E q _ _ _ ______ <br />Class E Report O Hydro ❑General - - - - - <br />Doc Type - IIII IIII <br />CAppli abon (Coal only) ❑ Bond O Enforcement ❑ Inspection <br />III VIII VIII VIII VIII (IIII <br />dLa:, <br />b12-0. <br />CREST EL 61E0:9_ <br />i <br />TYPICAL POND SECTION <br />P1T.S. <br />®` Mountain Coal Company <br />West Elk Mine <br />PHASE 111 <br />or <br />CRUSHED COAL STORAGE <br />DRA�,I', <br />s. <br />u <br />, <br />AS - BUILT <br />GATE F <br />mmm u Is SMA we - <br />W"ACIIJ = t CowntACTORS <br />DELTA, COLORADO <br />►WING NUMBER IREV.-NO. <br />36 -103 2 <br />LA. <br />—F <br />