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�'I <br />cr <br />w <br />m <br />z <br />U <br />w <br />0 <br />2 <br />a <br />w <br />_J <br />ILL <br />0 <br />a <br />0 <br />Q <br />i <br />Y � <br />w <br />O0 CULVERT DE <br />I <br />J <br />I <br />I <br />I I <br />DITCH D I I <br />15 <br />I I <br />D C I Y <br />I , I i <br />LOWER <br />, <br />J <br />I II , <br />I� <br />Q t , <br />II <br />w <br />I I I I I <br />II I J_ y I <br />I <br />I <br />I <br />I <br />l <br />4 <br />y <br />I <br />°o <br />III <br />II <br />6 <br />III I <br />jj <br />Il <br />I'I <br />' I <br />'4 <br />I I <br />II I I <br />I I <br />I I I <br />I Il I <br />I <br />y <br />II I <br />a EAST CLEAN WATER DIVERSION <br />I I , <br />I , <br />I , <br />I <br />I <br />I I , <br />N� <br />EXTENSION OF EXISTING co <br />I <br />ELK CREEK CULVERT <br />II `/ <br />1 I <br />, I <br />'I <br />I <br />, I I <br />o, <br />I <br />, <br />-N- <br />it CULVERT DF <br />V;. I <br />I <br />o I <br />, I , <br />I <br />I <br />I V <br />I <br />I \ <br />I I p <br />I I li <br />I I I <br />i I 1 DITCH D5 6180 <br />I <br />I <br />I I LOWER I \ <br />I I <br />I j I I <br />i <br />I I <br />I I <br />I I I <br />I , <br />INL CHANNEL <br />RIPRAP D 2 <br />, <br />ET <br />II 1 \ 1\ I <br />1" / 1 <br />I <br />,I II <br />I <br />I li I . <br />u.. <br />_ I <br />1 <br />1 <br />ll <br />1 <br />I <br />I I <br />I � 4 <br />I'Illl 'I <br />I <br />UPPER HAUL <br />POND! I I' <br />ROAD DITCH' / ', BOTTOM; ' <br />EL 6158' <br />I <br />I IIIIIIII I � I, <br />I <br />P SPILLWAY <br />1 � I <br />PRINCIPAL SP LLW I I <br />I VIII I <br />I I I <br />12" DIA. CMP RISER INVERT EL. 6166' I <br />I <br />I <br />I I I <br />I <br />I r I II Iln� i I I <br />I i <br />I <br />/ II II <br />/ Illl 64 "TO <br />li I <br />I <br />I <br />y <br />A I <br />I GATED VALVE ON I <br />I <br />I II II \ I <br />, <br />PRINCIPAL SPILLWAY CMP <br />- 60 <br />61 I I y IF <br />I I I I ° I IIII� I -\. <br />p 12" DIA, CMP I 1 <br />2 <br />I <br />/ / I <br />T <br />I I I <br />I I <br />I <br />I <br />J <br />I <br />I I I <br />I <br />/ <br />Q <br />/ I <br />I <br />lI <br />' <br />I r I I <br />I l <br />I <br />I I I <br />I <br />A <br />O I I <br />II <br />, <br />I I <br />I , <br />I <br />ry I <br />1 <br />I � I <br />I <br />{I <br />1 III <br />'ll <br />i <br />SCALE <br />50 0 50 100 <br />CONTOUR INTERVAL 2 FT <br />6190 <br />6180 <br />6170 <br />6160 <br />6150 <br />6140 <br />6130 <br />0 <br />12" DIA. CMP EMERGENCY SPILLWAY INVERT EL. 6168.1' <br />DESIGN WATER EL. 6168.1' <br />CATWALK <br />DESIGN SEDIMENT EL. 6162.1' <br />12" DIA. CMP PRINCIPAL SPILLWAY RISER INVERT EL 6166' <br />EXISTING SURFACE —\ <br />FTOP OF EMBANKMENT EL. 6170' <br />°o <br />III <br />I <br />I <br />6 <br />III I <br />jj <br />Il <br />I'I <br />' I <br />'4 <br />I I <br />II I I <br />I I <br />I I I <br />I Il I <br />I <br />STORAGE <br />I I <br />'', I <br />II <br />jl'I .,•I , <br />I <br />(ac -ft) <br />W <br />6158 0.09 <br />0.00 <br />I <br />Ill <br />ill i <br />I <br />I I <br />I <br />I II <br />I 1 <br />I I I <br />I <br />I I <br />6190 <br />6180 <br />6170 <br />6160 <br />6150 <br />6140 <br />6130 <br />0 <br />12" DIA. CMP EMERGENCY SPILLWAY INVERT EL. 6168.1' <br />DESIGN WATER EL. 6168.1' <br />CATWALK <br />DESIGN SEDIMENT EL. 6162.1' <br />12" DIA. CMP PRINCIPAL SPILLWAY RISER INVERT EL 6166' <br />EXISTING SURFACE —\ <br />FTOP OF EMBANKMENT EL. 6170' <br />EMERGENCY SPILLWAY <br />12" DIA. CMP (INVERT ELEV. 6168.1) <br />I I <br />I <br />I <br />TOP OF EMBANKMENT (ELEV. 6170) <br />1 1 1 <br />III III <br />li I <br />I m <br />i N <br />III i'Ta- -i <br />I <br />III I <br />111 <br />3' DIA. DROP STRUCTURE <br />EXISTING 9' ELK CREEK CULVERT <br />100 <br />POND BOTTOM <br />PRIMARY SPILLWAY INVERT <br />EMERGENCY SPILLWAY INVERT <br />TOP OF EMBANKMENT <br />200 <br />CROSS - SECTION A -A' <br />SCALE <br />20 0 20 40 <br />SCALE IN FT. <br />STORAGE CAPACITY TABLE <br />POND D <br />STORAGE <br />ELEVATION AREA <br />STORAGE <br />CAPACITY <br />(feet) (acres) <br />(ac -ft) <br />W <br />6158 0.09 <br />0.00 <br />2 <br />BOTTOM EL. 6158' <br />6160 0.12 <br />0.20 <br />U <br />Q <br />�' <br />0.48 <br />z <br />INACTIVE TOTAL <br />.048 <br />6164 0.19 <br />12" DIA. CMP PRINCIPAL <br />SPILLWAY <br />3' DIA. <br />DROP STRUCTURE <br />1.23 <br />F <br />6168.1 0.28 <br />1.77 <br />U <br />EXISTING 9' DIA. CULVERT <br />EMERGENCY SPILLWAY <br />12" DIA. CMP (INVERT ELEV. 6168.1) <br />I I <br />I <br />I <br />TOP OF EMBANKMENT (ELEV. 6170) <br />1 1 1 <br />III III <br />li I <br />I m <br />i N <br />III i'Ta- -i <br />I <br />III I <br />111 <br />3' DIA. DROP STRUCTURE <br />EXISTING 9' ELK CREEK CULVERT <br />100 <br />POND BOTTOM <br />PRIMARY SPILLWAY INVERT <br />EMERGENCY SPILLWAY INVERT <br />TOP OF EMBANKMENT <br />200 <br />CROSS - SECTION A -A' <br />SCALE <br />20 0 20 40 <br />SCALE IN FT. <br />STORAGE CAPACITY TABLE <br />POND D <br />STORAGE <br />ELEVATION AREA <br />STORAGE <br />CAPACITY <br />(feet) (acres) <br />(ac -ft) <br />W <br />6158 0.09 <br />0.00 <br />F- <br />6160 0.12 <br />0.20 <br />U <br />Q <br />6162.1 0.15 <br />0.48 <br />z <br />INACTIVE TOTAL <br />.048 <br />6164 0.19 <br />0.80 <br />W <br />6166 0.23 <br />1.23 <br />F <br />6168.1 0.28 <br />1.77 <br />U <br />Q <br />ACTIVE TOTAL <br />1.29 <br />TOTAL <br />AVAILABLE CAPACITY <br />2.58 <br />6170 0.34 <br />2.36 <br />300 <br />Permit Number C___ / 7 � ^G`J j -2- <br />class. Qrillonit <br />Secuv /Exhibit _ <br />Class: O Revislvn <br />Type /Seq <br />Class. 17 Report ❑ Hydro 63eneral - - _ - -. _ <br />Doc Type <br />DAppllcahon (Coal only) 0 Bond 0 Enforcement 0 Inspection - <br />PROFESSIONAL ENGINEER'S STA TEMENT <br />1, Thomas E. L e/dich, state that this map <br />was prepared under my supervision agg\a� <br />the information presented hereon I's,�atY: <br />and correct to the best of my kn^� <br />and information. <br />Date Thomas E. Leidich, CO P. L44 <br />SCALE: DRAWING No <br />As Shown 12.05-M5 <br />