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i <br /> // / 2 FT. STAINLESS STEEL CLAMPS WITH <br /> CLOSED CELL NEOPRENE GASKET <br /> 14" DIA. DR 11 HDPE <br /> ! N ii i/ LDCRS PIPE <br /> Z 5- <br /> 2 EA.-14 IN. DIA. DR 11 HDPE LDCRS- <br /> �- SUMP RISER PIPES WITH rj r -iJPPER 80 MIL SMOOTH <br /> LOWER 5' PERFORATED I HDPE GEOMEMBRANE <br /> / <br /> (PROJECTED INTO SECTION) <br /> / /i <br /> 3g0 /%/ 1 { r' <br /> I 10 FT. X 24 <br /> m. <br /> P7 / , 3 I OCRs GEONET 1 ,i i-r -'' ;UPPER 80 MIL ° <br /> HOPE SMOOTH 2,5 1 <br /> „ ' LEAK DETECTION FILL - GEOMEMBRANE' q. <br /> / •.. <br /> f l i 'p, ` LLDPE LINER BOOT <br /> 2 EA.- DIA. DR-11 l � _ � ... ',{ •.,,.,,.' .P. <br /> HDPE LD S PiPFS I EL 9 370.0 WELDED TO UPPER <br /> ... g3 5 �_Y�CP10 :.I'../t/'/,1�/ .. v L je.�n...'q. R0,�m.jk,a R"'.a s.'P'.,.a¢':eP6 t..T,a"te.:.`<Yb...:b..fa...P....�°a'V,�",'.;'P.....eP°....o9.D`.qoR.•,: x.-�ro�.P..Jry.4...o�"r\.:.Pe.9..d;:e,.d..dP,Pqoa rqe....;'.Pds...roo...'eb•;a: <br /> .,a•0.-0Y+6 9d o''s r�•PP <br /> oP• <br /> 'P r9a <br /> .R.° ••®• <br /> k. a <br /> GEOMEMBRANE <br /> CP11 LOWER 80 MIL— <br /> SMOOTH LLDPE <br /> .- .• ./ /j / rL• P .. a b a a " ••• 4 GEOMEMBRANE � ..-- <br /> ��� LOWER �l1 i `Q 0Cr , <br /> ��� _r( C)L.. Mli�. � l'rs Pl'5r 5 <br /> ,vf v ••• <br /> � 's:✓/ / _ \ I I EOMEPBRANE o"I LDPF GP14 C •e•'•z. •'•." • • • •a•.d•:. :• <br /> ANCHOR TRENCH! <br /> -. <br /> i ��r---- <br /> CP12 <br /> .g�6 � ' 1 Niel^ .' _IrJER FILL =; 1!_I _J , t: ? <br /> CP8 END CAP:--� 6 FT. X�6 FT� <br /> g-b� y .. ® MINIMUM MANUFACTURED ELBOW <br /> CP13 � :-' � .. <br /> L ' 6vRS SllnllP DETAIL 3 LDCRS RISER PIPE DETAIL <br /> 3 „ NOT TO SCALE 3 NOT TO SCALE <br /> REF. DWGS. 2 &i 3 REF. DWG. 3 <br /> g_56 <br /> CP9 c� <br /> '2-1/2"0 SCH,. 40 PVC <br /> ANTISCALANT A.,DITIOW'PIPE-- <br /> UPPER 80 mil SMOOTH <br /> HDPE GEOMEMBRANE <br /> _i PIPE BEDDING FILL—� 2 EA,-14" DIA. DR 11 6' WIDE 80 mil, SMOOTH LLDPE <br /> HDPE LDCRS PIPES GEOMEMBRANE STIFFENER <br /> PLAN VIEW OF LDCRS SUMP SHEET; CENTER OVER LDCRS PIPES: <br /> Scale in Feet . :. .._,.. _ .. <br /> EXTRUSION WELDED TO LOWER LINER <br /> ;. <br /> o s 10 a . . LDCRS GEONET <br /> REF. DWG. 1 20 <br /> 1° = 10 feet �— <br /> 1 ' MIN. LOWER 80 mil, SMOOTH <br /> SOIL LINER <br /> • <br /> � FILL : � LLDPE GEOMEMBRANE <br /> F ' <br /> MIN. <br /> �PREPA E <br /> � 12" 36" 12" � �- <br /> 14" IN. DIA. DR 11 <br /> � IHDPE (PIPE <br /> 4 RISER PIPES SECTION <br /> Qf� <br /> NOT TO SCALE <br /> 1/2" DIA. PERFORATIONS REF.o GS. 1 & 3 OCT 2 5 7L fjf <br /> ON 3" CENTERS ALONG aivisionofiyioer—�— — — -+- — — — /— AXIS OF PIPE alsandGeology <br /> 90' <br /> 0 E <br /> ELIGINEER"S STAMP N0, REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD A1P'VD <br /> i UNLESS LAST REVISION IS HAND WRITTEN �� Cripple Creek $ Victor Gold Mining Company <br /> 5 PIPE PERFORATION DETAIL <br /> m N Cresson Protect <br /> 0 a 3 NOT TO SCALE - A Joint Venture r AngloGold (Colorado) Corp., Manager <br /> rn 0 a REF. DWG. 3 Rh G'Is rtTT.E <br /> PHASE MUM <br /> N �. _ �� oN•�.�UP `ry w � EXTERNAL POND SECTIONS AND DETAILS_ , <br /> 2 q <br /> ® 0 �r DRAWN AM 111Te MARCH 2000 <br /> rS/O aRevanraD DIGITAL xa <br /> z BN 993-2099 <br /> Zoo N ufutlllplplN, ISSUED FOR CONSTRUCTfON 2/2/01 Gol�Ay RAB D03i <br /> REVISED ISSUED FOR CONSTRUCTION 1 17 01 GSL jJFL JFL _ dpj ePpRa°gD <br /> L / / � Q p�(�►�'�'p� JFL DRAWING 3 OF 3 <br /> oJm a \ A ISSUED FOR CONSTRUCTION 7/28/00 MRJ JFL JFL L�7�� �"� AS SHOWN nlrc � 1tRV � <br /> /A ISSUED FOR PERMIT 3/22/00 MRJ JFL JFL ** UNION HLVD• surrE soo, LAEE!WOD, COLORADO 80228 FRE NO. �s <br /> ?HONE: SOS 980-0540 FAX: S03 985-2080 ZC99C.,1 3 _ <br />