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15. ol <br />5 o' <br />,CP10 <br />Z <br />L <br />/ Z <br />CP14 <br />i <br />�L <br />3 <br />CP7 <br />CP11 <br />\ <br />�i <br />CP12 <br />CP8 <br />/ 1 <br />PLAN VIEW OF LDCRS SUMP <br />Scale in Feet <br />1 0 3 6 12 <br />1' - 6 feet <br />" ^ ^f- PIPE <br />1/2" DIA. PERFORATIONS <br />ON 3" CENTERS ALONG <br />— AXIS OF PIPE <br />I <br />90.0' <br />Koi1PIPE PERFORATION DETAIL <br />3 <br />NOT TO SCALE <br />2 EA. -14" DIA. <br />HDPE LDCRS PI <br />1 <br />LDCRS GEONET <br />LEAK DETECTION FILL <br />16 FT. X 16 FT. <br />MINIMUM <br />2 EA. -14 IN. DIA. HDPE LDCRS <br />SUMP RISER PIPES WITH 5J <br />LOWER 5' PERFORATED 3 <br />UPPER 80 MIL <br />HDPE SMOOTH <br />GEOMEMBRANE LINER <br />LLDPE GEOMEMBRANE LINER <br />2.5 000 oe000eoo o. <br />1' MIN. SOIL LINER FILL <br />END C) <br />X 6 FT. <br />MINIMUM <br />2 LDCRS SUMP DETAIL <br />3 NOT TO SCALE <br />EF. DWGS. 2 At 3 <br />ENGINEER'S STAMP <br />RE <br />v <br />1' MIN. c <br />SOIL LINER <br />FILL <br />i <br />NO. I REVISION <br />END CAP — <br />0.25 IN. DIA. AIR VENT HOLE <br />2 FT. STAINLESS STEEL CLAMPS WITH <br />CLOSED CELL NEOPRENE GASKET <br />14" DIA. HDPE <br />LDCRS PIPE —� 1 FT <br />UPPER 80 MIL SMOOTH <br />HDPE GEOMEMBRANE <br />1 FT. <br />MIN. <br />3 EA. -6" DIA. STEEL <br />PIPE BOLLARDS SPACED <br />AT 4 FT. ON CENTER, <br />FILL WITH CONCRETE <br />V, <br />GRADED TO DRAIN <br />jl 1 %MIN. <br />EL. 9,417.0 <br />1 <br />2.5 LLDPE LINER BOOT <br />WELDED TO UPPER <br />GEOMEMBRANE 4 <br />LOWER 80 MIL. <br />SMOOTH LLDPE <br />GEOMEMBRANE <br />12 IN <br />DIA. �` °; CONCRETE <br />LDCRS RISER PIPE DETAIL <br />NOT TO SCALE <br />3 <br />RECEIVED <br />APR 0 3 2000 <br />Division of Minerals & Geolm <br />UPPER 80 mil SMOOTH <br />HDPE GEOMEMBRANE <br />2 EA. -14" DIA. 6' WIDE 80 mil. SMOOTH LLDPE <br />HDPE LDCRS PIPES GEOMEMBRANE STIFFENER <br />SHEET; CENTER OVER LDCRS PIPES; <br />EXTRUSION WELDED TO LOWER LINER <br />LDCRS GEONET <br />�12 "--wi�36 " 12 "–�{ <br />4 RISER PIPES SECTION <br />3 1 NOT TO SCALE <br />1 k 3 <br />LOWER 80 mil. SMOOTH <br />LLDPE GEOMEMBRANE <br />Permit Number #: d2 19X0 �f- <br />Clan: OPermit <br />SeGExhibit: _ <br />! Class: vision._._._._._._._._.___. _._._._._._._._._._._._._._._.i fS i T'� - - - -- 7�i .-,. �. ..�.--------------------- - - - - -- <br />Class: ❑ Report ❑ Hydro OGeneral <br />Doc Type__--___—_______— ____ - -_- <br />OAppl. OBand EMaforce - Inspect <br />THIS DRAWING IS NOT APPROVED DATE I BY CHKD AP'VD <br />UNLESS LAST REVISION IS HAND RRITTEN Cripple Creels & Victor Cold Mining Company <br />Cresson ProJeot <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />i� <br />3/22/00 <br />200 UNION <br />INNNIININNIINNINNININN <br />PHASE V1/11 19588 <br />EXTERNAL POW SECTIONS AND DETALS <br />N <br />DRAWN DAM <br />DATE MARCH 2000 <br />'�s <br />JOB NO. 993 -2099 <br />1 ` <br />F <br />� <br />°'a' <br />RevKrED RB <br />DtcrreL x0. D031 <br />APPROVED JFL <br />4'e •w••0.. 'l <br />:: .y. <br />•'F':O:' .. <br />�:.�.,�:S. <br />.b. <br />'P'.`• <br />a <br />•I �p. <br />•:: 'a..i <br />�.i�'.. �': <br />a.. •'• QO <br />'�• <br />°�P'~ ° •i•��•.'P <br />.�:. <br />". w,'P' <br />i•' <br />•� �s'r: °s <br />Y• "•a'e:'Y �.w <br />, ;•. ;•. QO <br />•.�• r'�y^� <br />,. ° <br />Fr <br />... :'. •..'::�:. <br />�'s:'.ty" <br />t.w <br />A <br />:b •: <br />a':':w...i. :e <br />.P .t °.•'�. <br />t,C <br />LOWER 80 MIL SMOOTH <br />:,..;... <br />?,;'..:.,:".":"..:.;:..•..,..:: <br />c° 25 <br />LLDPE GEOMEMBRANE LINER <br />2.5 000 oe000eoo o. <br />1' MIN. SOIL LINER FILL <br />END C) <br />X 6 FT. <br />MINIMUM <br />2 LDCRS SUMP DETAIL <br />3 NOT TO SCALE <br />EF. DWGS. 2 At 3 <br />ENGINEER'S STAMP <br />RE <br />v <br />1' MIN. c <br />SOIL LINER <br />FILL <br />i <br />NO. I REVISION <br />END CAP — <br />0.25 IN. DIA. AIR VENT HOLE <br />2 FT. STAINLESS STEEL CLAMPS WITH <br />CLOSED CELL NEOPRENE GASKET <br />14" DIA. HDPE <br />LDCRS PIPE —� 1 FT <br />UPPER 80 MIL SMOOTH <br />HDPE GEOMEMBRANE <br />1 FT. <br />MIN. <br />3 EA. -6" DIA. STEEL <br />PIPE BOLLARDS SPACED <br />AT 4 FT. ON CENTER, <br />FILL WITH CONCRETE <br />V, <br />GRADED TO DRAIN <br />jl 1 %MIN. <br />EL. 9,417.0 <br />1 <br />2.5 LLDPE LINER BOOT <br />WELDED TO UPPER <br />GEOMEMBRANE 4 <br />LOWER 80 MIL. <br />SMOOTH LLDPE <br />GEOMEMBRANE <br />12 IN <br />DIA. �` °; CONCRETE <br />LDCRS RISER PIPE DETAIL <br />NOT TO SCALE <br />3 <br />RECEIVED <br />APR 0 3 2000 <br />Division of Minerals & Geolm <br />UPPER 80 mil SMOOTH <br />HDPE GEOMEMBRANE <br />2 EA. -14" DIA. 6' WIDE 80 mil. SMOOTH LLDPE <br />HDPE LDCRS PIPES GEOMEMBRANE STIFFENER <br />SHEET; CENTER OVER LDCRS PIPES; <br />EXTRUSION WELDED TO LOWER LINER <br />LDCRS GEONET <br />�12 "--wi�36 " 12 "–�{ <br />4 RISER PIPES SECTION <br />3 1 NOT TO SCALE <br />1 k 3 <br />LOWER 80 mil. SMOOTH <br />LLDPE GEOMEMBRANE <br />Permit Number #: d2 19X0 �f- <br />Clan: OPermit <br />SeGExhibit: _ <br />! Class: vision._._._._._._._._.___. _._._._._._._._._._._._._._._.i fS i T'� - - - -- 7�i .-,. �. ..�.--------------------- - - - - -- <br />Class: ❑ Report ❑ Hydro OGeneral <br />Doc Type__--___—_______— ____ - -_- <br />OAppl. OBand EMaforce - Inspect <br />THIS DRAWING IS NOT APPROVED DATE I BY CHKD AP'VD <br />UNLESS LAST REVISION IS HAND RRITTEN Cripple Creels & Victor Cold Mining Company <br />Cresson ProJeot <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />i� <br />3/22/00 <br />200 UNION <br />INNNIININNIINNINNININN <br />PHASE V1/11 19588 <br />EXTERNAL POW SECTIONS AND DETALS <br />N <br />DRAWN DAM <br />DATE MARCH 2000 <br />CHECKED BN <br />JOB NO. 993 -2099 <br />1 ` <br />F <br />� <br />RevKrED RB <br />DtcrreL x0. D031 <br />APPROVED JFL <br />�.L\l -L.� <br />k i• <br />3CA1,E AS SHOWN <br />D>cc / <br />REV 0 <br />SUITE 500, LAKEWOOD, COLORADO 60225 <br />31980-0540 PAX: (30319R5 -2080 <br />3 <br />1 POE NO. <br />2099D031 <br />