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Li <br />M <br />z <br />v <br />w <br />0 <br />of <br />G_ <br />w <br />J <br />O <br />a <br />U <br />O <br />Q <br />.M <br />6050 <br />Z <br />° 6040 <br />Q <br />Li <br />J <br />W <br />6030 <br />6020 <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 6043.5 <br />8" DIAMETER GATED OUTLET <br />INVERT ELEV. 6037.5 <br />0 <br />20 <br />CROS <br />we <br />DISTANCE (FT.) <br />- SECTION <br />.• <br />A -A <br />100 <br />POND BOTTOM <br />PRIMARY SPILLWAY DECANT <br />EMERGENCY SPILLWAY INVERT <br />TOP OF EMBANKMENT <br />� � I <br />1.5'- <br />EMERGENCY SPILLWAY CROSS- SECTION <br />NOT TO SCALE <br />STORAGE CAPACITY TABLE <br />- <br />- <br />POND B <br />— - -- <br />I <br />i <br />—� <br />ELEVATION AREA <br />STORAGE <br />STORAGE <br />(feet) (acres) <br />CAPACITY <br />(ac —ft) <br />w <br />6035 0.025 <br />0 <br />> <br />DENVER A <br />D RIO GRANDE <br />~ <br />6037 0.035 <br />0.06 <br />Q <br />6037.5 0.038 <br />0.08 <br />z <br />WESTERN <br />AILROAD <br />INACTIVE TOTAL <br />0.08 <br />6038 0.0)41 <br />0.10 <br />Ld <br />6039 0.047 <br />I <br />_ <br />6040 0.0!53 <br />0.19 <br />U <br />II <br />0.25 <br />I <br />6042 0.0167 <br />CUL VER t <br />6043 0.074 <br />i <br />6043.5 0.078 <br />0.42 <br />0 <br />20 <br />CROS <br />we <br />DISTANCE (FT.) <br />- SECTION <br />.• <br />A -A <br />100 <br />POND BOTTOM <br />PRIMARY SPILLWAY DECANT <br />EMERGENCY SPILLWAY INVERT <br />TOP OF EMBANKMENT <br />� � I <br />1.5'- <br />EMERGENCY SPILLWAY CROSS- SECTION <br />NOT TO SCALE <br />STORAGE CAPACITY TABLE <br />POND B <br />ELEVATION AREA <br />STORAGE <br />STORAGE <br />(feet) (acres) <br />CAPACITY <br />(ac —ft) <br />w <br />6035 0.025 <br />0 <br />> <br />6036 0.030 <br />0.03 <br />~ <br />6037 0.035 <br />0.06 <br />Q <br />6037.5 0.038 <br />0.08 <br />z <br />INACTIVE TOTAL <br />0.08 <br />6038 0.0)41 <br />0.10 <br />Ld <br />6039 0.047 <br />0.14 <br />_ <br />6040 0.0!53 <br />0.19 <br />U <br />6041 0.0160 <br />0.25 <br />Q <br />6042 0.0167 <br />0.31 <br />6043 0.074 <br />0.38 <br />6043.5 0.078 <br />0.42 <br />ACTIVE TOTAL <br />0.34 <br />TOTAL <br />AVAILABLE CAPACITY <br />0.42 <br />6044 0.022 <br />0.46 <br />6045 0.0)91 <br />0.55 <br />I, BENJAMIN L. GODWIN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE <br />OF COLORADO DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY <br />SUPERVISION, AND THAT THE INFORMATION IS ACCURATELY REPRESENTED ON <br />THE MAP TO THE BEST OF MY KNOWLEDGE. <br />BENJAMIN L. GODWIN PE 34286 <br />DATE <br />NOTES: FOR DES /CN DETAIL: AND GEUTECHNICAL <br />,1NF0RMATI0N REFER TO 7HE COAL MINE "STE <br />BANK DESIGN FOR THE 5'ANEORN CREEA' MINE <br />DRAWNGS PFEPA.RED BY BALAZ & ASSOCIATES, INC'. <br />SCALE <br />DRAWING TITLE: <br />i � SEDIMEN TA TION POND C <br />permit Number 2 -z— <br />Class FPermit <br />secuoniexmnit A _ !!= ? - - - - -- -- 6 1 { J Sheet 1 Of 1 Sheets <br />Class. O Revision t _ ._._._._._._ _ -_ _- _._._._._._ <br />Typelseq_ :ALE: DRAWING No. <br />Class. O Report O Hydro OGeneral <br />Doc Type: As Shown 2.05 -M51 <br />'------ — - — — — - ----- - ----- - _ — _____ <br />OApplication (Coal only) ❑Bond ❑Enforcement O Inspection <br />I (IIII VIII VIII VIII VIII VIII IIII IIII <br />OO1fl90 <br />