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Jf J <br /> c-^ <br /> A - 4460 - - <br /> - <br /> ' � <br /> ,5 - _- <br /> MAXIMUM WATER -- -- --_ <br /> STORAGE CONTOUR <br /> EAST CRESSON �> <br /> OVERBURDEN ^� <br /> \9- `9480��` <br /> STORAGE AREA <br /> REFERENCE 30 0 30 60 FEET <br /> EXISTING TOPOGRAPHY WAS RECEIVED IN MULTIPLE FILES FROM CRIPPLE CREEK <br /> AND VICTOR GOLD MINING COMPANY. <br /> 1"=30 AT FULL SIZE(ANSI D) <br /> 1'SA AT HALF SIZE(ANSI B) <br /> 10040 10040 <br /> �g <br /> LU l0000 o 5 looao w NOTES: <br /> LL m LL <br /> Z F w PROPOSED ECOSA r w Z 1. SCALE BAR MEASURES 3"ON A FULL SIZE PLOT(ANSI-D)AND 1.5"ON A <br /> O n W TOE BERM CREST N W O HALF SIZE PLOT(ANSI-B). <br /> Q EL.9964 ft Q <br /> W 9960 9960 W <br /> w EXISTING ECOSA LU <br /> TOE BERM CREST <br /> 9920 9920 <br /> 0+00 1+00 2+00 2+77 <br /> A ECOSA EMBANKMENT <br /> PROFILES <br /> 30 0 30 60 Feet 30 0 30 60 FEET <br /> 9 HORIZONTAL SCALE VERTICAL SCALE <br /> m 1.=M.AT FULL SIZE(ANSI D) 1'=30 AT FULL SIZE(ANSI-D) <br /> J.-W AT HALF SIZE(ANSI-B) 1'=W AT HALF SIZE(ANSI-B) <br /> a <br /> �a <br /> �m <br /> S� <br /> orn <br /> aw <br /> uF <br /> d <br /> NOT FOR CONSTRUCTION <br /> w V i REV DATE DESCRIPTION APPD ADD KNIGHT PIESOLD AND CO.PRODUCEDDISCLAIMER <br /> CLIENT PROJECT CRIPPLE CREEK AND VICTOR MINE <br /> THE SHOWN HEREON USING <br /> s° BE BOTHTECHNICA INFORMATION AND METHODS.RECEIPT OF THIS CRIPPLE CREEK AND VICTOR GOLD MINING CO. STORMWATER MANAGEMENT PLAN UPGRADES <br /> A =24/18 ISSUED FOR CLIENT REVIEW� DRAWING DOES NOT IMPART TO THE RECIPIENT ANY RIGHTS TO SUCH RS TECHNICAL INFORMATION OR METHODS.ANY ADAPTATION OR TITLE <br /> �Ib BE MpgFITHOUT IA THE DATA ORDRAWINURE TO BEAT USERSSSOLE RISK <br /> ECOSA FACILITY TOE BERM DESIGN UPGRADE <br /> m H K B 10/01I18 ISSUED FOR REGULATORY REVIEW <br /> O d� IRS AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO KNIGHT PIESOLD AND CO. � � , <br /> <Zw Knight PLesold L PROJECT NUMBER DRAWING NUMBER REVISION <br /> Fz F DESIGNED BY RS <br /> o o C 0 hl S U L 7 1 Ft G DRAWN BY RS DV101 00408.03 220 B <br />