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A <br />Af <br />9475 <br />9475 <br />CP1 &4 <br />Cpr� <br />&3 <br />9450 <br />EL. 9,417.0 <br />B <br />EL. <br />— <br />9,417.0 <br />— -- — <br />9450 <br />- -- <br />20, <br />CP5 <br />EL. 9,377.8 <br />EXISTING <br />SURFACE <br />GROUND <br />_ _- - - <br />- <br />- -_ <br />50 - <br />9425 <br />(NOTE 3 ON <br />DWG. 1) <br />9425 <br />EL. 9,377.7 <br />CP9&10 <br />CP7&8 <br />1.5 <br />171 <br />tz <br />1.5 <br />EL � <br />9,375.0 <br />EL. 9, <br />75.0 <br />z <br />2 9400 <br />z <br />9400 <br />GEOMEMBRANE �71( <br />! <br />w <br />9375 <br />SYSTEM ANCHOR <br />2) <br />2.5 <br />1% <br />2.5 <br />2 <br />GEOMEMBRAINE <br />LLJ <br />9350 <br />SL4MP-S------- <br />----------- <br />9350 <br />139 <br />9325 <br />9325 <br />0.0 <br />100.0 <br />200.0 <br />300.0 <br />400.0 <br />500.0 <br />600.0 <br />700.0 800.0 <br />HORIZONTAL DISTANCE (FT.) <br />A' <br />POND SECTION <br />A-A' <br />SCALE: 1 "=30' <br />REF. DWG. 1 <br />B <br />BP <br />9475 <br />CP1&2 <br />CP3&4 <br />9475 <br />9450 <br />EL. 9,417.0 <br />EL. 9,417.0 <br />9450 <br />20'-. GEOMEMBR NE <br />SYSTEM ANCHORt <br />20'-. <br />9425 <br />9425 <br />171 <br />tz <br />z <br />2 9400 <br />9400 LD <br />STRUCTURAL FLL <br />—S <br />is <br />GEOMEMBRANE - <br />SYSTEM ANCHO <br />e <br />9375 <br />Z.n <br />9375 <br />2.5 <br />VARIES <br />9350 <br />9350 <br />9325 <br />9325 <br />100.0 <br />200.0 <br />300.0 <br />400.0 <br />500.0 <br />600.0 <br />700.0 <br />HORIZONTAL DISTANCE (FT.) <br />APR 10 200o <br />K'B% <br />POND SECTION <br />B-B <br />Gootry <br />SCALE: 1"=30' <br />LDCRS GEONET <br />REF. DWG. 1 <br />BETWEEN PRIMARY <br />AND SECONDARY <br />NOTE <br />GEOMEMBRANES <br />2 <br />2' MIN.41 <br />1. PLACE TEXTURED UPPER LINER <br />IN LOCATIONS <br />UPPER 80 MIL <br />GRADE TO DRAIN <br />SHOWN IN PLAN ON DRAWING <br />1. PLACE <br />SMOOTH HDPE <br />1% MIN. <br />TEXTURED SIDE UP. <br />GEOMEMBRANE <br />............. <br />......... <br />-X� <br />IIIIiiINIIIIINIBiiiNiiillllll <br />UPPER 80 MIL <br />—LDCRS GEONET <br />BETWEEN UPPER <br />(NOTE 1) <br />............ <br />19652 <br />SMOOTH HDPE <br />GEOMEMBRANE <br />AND LOWER <br />GEOMEMBRANES <br />LOWER 80 MIL <br />LINER <br />nit# <br />p:te. <br />(NOTE 1) <br />SMOOTH LLDPE <br />... <br />ANCHOR <br />Doc Na <br />See map <br />GEOMEMBRANE <br />4' <br />MIN. ........ <br />FILL <br />Origin. <br />LOWER 80 MIL <br />SMOOTH LLDPE <br />12" MIN. SOIL <br />12" <br />SOIL <br />MIN. <br />LINER <br />....... <br />ENGINEER'S STAMP <br />NO. <br />REVISION DESCRIPTION <br />THIS DRAWING IS NOT APPROVED <br />DATE BY CHKD <br />AP'VD Cripple Crook Victor Gold <br />FAIning Company <br />GEOMEMBRANE <br />LINER FILL <br />........ <br />UNLESS LAW REVISION IS HAM WRITTEN <br />Cresson Project <br />!&rx:C*r1 <br />T <br />A Joint Venture — AngloGold (Colorado) <br />Corp.. Manager <br />POND SUBGRADE <br />A KE% <br />Jok " <br />A ;bKorf 0 <br />TME <br />PHASE V01171 <br />2' <br />MIN.-T <br />A* 4 -C�; e-. !��, <br />EXTERNAL POND Sl-:CTK)NS <br />EXTERNAL <br />POND <br />DRAWN <br />DATE <br />GEOMEFABRANE <br />NOT TO SCALE <br />LINER DETAIL <br />r2 TYPICAL <br />2 <br />POND <br />NOT TO SCALE <br />ANCHOR DETAIL <br />CHICKED <br />BEVEDIM <br />RB/darn MARCH 2000 <br />BN JOB NO. 993-2099 <br />RAB DIGUAL NO. <br />D049 <br />REF. DWGS. 2& 3 <br />REF. DWGS. 2& <br />JFL <br />SCAM <br />AS SHOWN DWC <br />ISSUED FOR PERMIT <br />3/22/00 <br />_200 UNION BLVD. , OOD COLORADO 00228 <br />= 5006 = (30�)985 -2080 <br />PHONE: (30�)980-054 - I <br />2099DO491 2T I <br />