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15.d <br />MCP 10 <br />N <br />�2 <br />L <br />I <br />L <br />CP7 it <br />3 <br />t CP11 <br />1 <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 1 FT <br />3 EA. -6" DIA. STEEL <br />PIPE BOLLARDS SPACED <br />AT 4 FT. ON CENTER, <br />FILL WITH CONCRETE <br />1 4 FT. <br />UPPER 80 MIL SMOOTH <br />HDPE GEOMEMBRANE <br />2 EA. -14 IN. DIA. HDPE LDCRS <br />4 SUMP RISER PIPES WITH 1 FT GRADED TO DRAIN <br />3 1 LOWER 5' PERFORATED 3 MIN. EL. 9,417.0 1 %MAIN. <br />16 FT. X 16 FT. <br />2 EA. -14" DIA. 2 MINIMUM UPPER 80 MIL <br />HDPE LDCRS PIPE LDCRS GEONET HDPE SMOOTH 1 <br />LEAK DETECTION FILL GEOMEMBRANE LINER 2.5 <br />LLDPE LINER BOOT <br />9,373.5 WELDED TO UPPER <br />0 GEOMEMBRANE R. 4 <br />.t. .d i '.b' .• �l - y"P.' 9': ro -S ..p' p.p°..°�'P'•.J ` .gyp' . 9, ®C -�. <br />'..9•psR'. ,ro •b •.b° 9 °,p e,e "4.° v 4 °,e .e. 'd.:.� ap.84° O <br />a.b °d`s'4` ..b vb a ✓p °s d,..L ea <br />°ep b.,a v.p'C Cd.a ,ds ,°'b ° a'Pn 4• :e :9 :e :ro oe <br />LOWER 80 MIL. <br />°y'� .`.e° roa •. 4.'p' , b;K v':e .dap e. °.d d .b P p �'tla Q <br />SMOOTH LLDPE <br />.p�b'a " "4.a. °'::.' :.. : °•d`4° oo 1 GEOMEMBRANE <br />LOWER 80 MIL SMOOTH °, ep <br />LLDPE GEOMEMBRANE LINER 1 ° d. ,e n�'b�e•'e' °� 00 <br />2.5 000 00000000 12 IN. <br />DIA. CONCRETE <br />1' MIN. SOIL LINER FILL <br />END CAP 6 Fr. X 6 FT <br />MINIMUM <br />r2'�NN LDCRS SUMP DETAIL 3 LDCRS RISER PIPE DETAIL <br />3 NOT TO SCALE 3 NOT TO SCALE <br />2 & 3 <br />E <br />UPPER 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 />PLANT VIEW OF LDCRS SUMP EXTRUSION WELDED TO LOWER LINER <br />Scale in Feet LDCRS GEONET <br />0 3 6 12 <br />Owc. 1 1" = 6 feet 1' MIN. LOWER 80 mil. SMOOTH <br />SOIL LINER LLDPE GEOMEMBRANE <br />FILL <br />HDPE PIPE <br />90.0' <br />3 <br />1/2" DIA. PERFORATIONS <br />ON 3" CENTERS ALONG <br />AXIS OF PIPE <br />PIPE PERFORATION DETAIL <br />NOT TO SCALE <br />12" 36" 12" <br />4 \ RISER PIPES SECTION <br />3 / NOT TO SCALE <br />REF_. D�WGS. 1 & 3 <br />ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APaROVEO DATE BY CH <br />UNLESS LAST REVISION IS HAND WRITTEN <br />Sz. Je =�F�� 141 <br />V ! i psI -" <br />RECEIVED <br />APR 10 2000 <br />Division of Minerals & G%bV <br />IIIIINIINIIIIII Illllliililliiliii <br />19653 <br />Permit# ' 9 2 � <br />Date: <br />Doc Names See Map <br />Origin. YI7 <br />AP'VD 55jr Cripple Crook & Victor Gold Mining Company <br />Cresson Project <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TITLE <br />PRASE uun' <br />EXTERNAL POND SECTIONS AND DETALS <br />ISSUED FOR PERMIT 3/22/00 200 UNION BLVD. , SUITE 500, FY COLORADO 80228 <br />FxnNF: Isnswan —neAn DA6 -2nan <br />DAM "ra MARCH 2000 <br />BN JOB NO. 993 -2099 <br />RAB DIGITAL NO. D031 <br />JFL <br />AS SHOWN DWG i Im A\ <br />2099DO31 3 �` <br />CP14 <br />1 \ <br />7 <br />CP12 <br />CP8 <br />1 <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 1 FT <br />3 EA. -6" DIA. STEEL <br />PIPE BOLLARDS SPACED <br />AT 4 FT. ON CENTER, <br />FILL WITH CONCRETE <br />1 4 FT. <br />UPPER 80 MIL SMOOTH <br />HDPE GEOMEMBRANE <br />2 EA. -14 IN. DIA. HDPE LDCRS <br />4 SUMP RISER PIPES WITH 1 FT GRADED TO DRAIN <br />3 1 LOWER 5' PERFORATED 3 MIN. EL. 9,417.0 1 %MAIN. <br />16 FT. X 16 FT. <br />2 EA. -14" DIA. 2 MINIMUM UPPER 80 MIL <br />HDPE LDCRS PIPE LDCRS GEONET HDPE SMOOTH 1 <br />LEAK DETECTION FILL GEOMEMBRANE LINER 2.5 <br />LLDPE LINER BOOT <br />9,373.5 WELDED TO UPPER <br />0 GEOMEMBRANE R. 4 <br />.t. .d i '.b' .• �l - y"P.' 9': ro -S ..p' p.p°..°�'P'•.J ` .gyp' . 9, ®C -�. <br />'..9•psR'. ,ro •b •.b° 9 °,p e,e "4.° v 4 °,e .e. 'd.:.� ap.84° O <br />a.b °d`s'4` ..b vb a ✓p °s d,..L ea <br />°ep b.,a v.p'C Cd.a ,ds ,°'b ° a'Pn 4• :e :9 :e :ro oe <br />LOWER 80 MIL. <br />°y'� .`.e° roa •. 4.'p' , b;K v':e .dap e. °.d d .b P p �'tla Q <br />SMOOTH LLDPE <br />.p�b'a " "4.a. °'::.' :.. : °•d`4° oo 1 GEOMEMBRANE <br />LOWER 80 MIL SMOOTH °, ep <br />LLDPE GEOMEMBRANE LINER 1 ° d. ,e n�'b�e•'e' °� 00 <br />2.5 000 00000000 12 IN. <br />DIA. CONCRETE <br />1' MIN. SOIL LINER FILL <br />END CAP 6 Fr. X 6 FT <br />MINIMUM <br />r2'�NN LDCRS SUMP DETAIL 3 LDCRS RISER PIPE DETAIL <br />3 NOT TO SCALE 3 NOT TO SCALE <br />2 & 3 <br />E <br />UPPER 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 />PLANT VIEW OF LDCRS SUMP EXTRUSION WELDED TO LOWER LINER <br />Scale in Feet LDCRS GEONET <br />0 3 6 12 <br />Owc. 1 1" = 6 feet 1' MIN. LOWER 80 mil. SMOOTH <br />SOIL LINER LLDPE GEOMEMBRANE <br />FILL <br />HDPE PIPE <br />90.0' <br />3 <br />1/2" DIA. PERFORATIONS <br />ON 3" CENTERS ALONG <br />AXIS OF PIPE <br />PIPE PERFORATION DETAIL <br />NOT TO SCALE <br />12" 36" 12" <br />4 \ RISER PIPES SECTION <br />3 / NOT TO SCALE <br />REF_. D�WGS. 1 & 3 <br />ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APaROVEO DATE BY CH <br />UNLESS LAST REVISION IS HAND WRITTEN <br />Sz. Je =�F�� 141 <br />V ! i psI -" <br />RECEIVED <br />APR 10 2000 <br />Division of Minerals & G%bV <br />IIIIINIINIIIIII Illllliililliiliii <br />19653 <br />Permit# ' 9 2 � <br />Date: <br />Doc Names See Map <br />Origin. YI7 <br />AP'VD 55jr Cripple Crook & Victor Gold Mining Company <br />Cresson Project <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TITLE <br />PRASE uun' <br />EXTERNAL POND SECTIONS AND DETALS <br />ISSUED FOR PERMIT 3/22/00 200 UNION BLVD. , SUITE 500, FY COLORADO 80228 <br />FxnNF: Isnswan —neAn DA6 -2nan <br />DAM "ra MARCH 2000 <br />BN JOB NO. 993 -2099 <br />RAB DIGITAL NO. D031 <br />JFL <br />AS SHOWN DWG i Im A\ <br />2099DO31 3 �` <br />