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z <br />z <br />z <br />PRIMARY SOLUTION COLLECTION PIPE SEGMENT <br />O2 <br />SECONDARY SOLUTION COLLECTION PIPE SEGMENT <br />LINER FILL AS -BUILT FOR PHASE I, 11, <br />26" DIA. DR11 PERFORATED HDPE PRIMARY SOLUTION COLLECTION PIPE <br />- - - -- <br />15" DIA. PCPE (ADS N -12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />- - - -- <br />12" DIA. PCPE (ADS N -12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />-------- - - - - -- <br />10" DIA. PCPE (ADS N -12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />0 <br />0 <br />0 <br />4" DIA. PCPE HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE <br />E34500 <br />500 + <br />E37500 -+- <br />E38000 <br />z z z z z z z <br />cn cn (n cn (n (n (r, <br />NV N W W 41 � <br />0 0 0 0 0 0 0 0 <br />-+- + -I- -+- + + -+-- E34500 <br />HWY 67 <br />REALIGNMENT <br />PHASE 1 /11 /III <br />EXTERNAL POND <br />SOLUTION L E <br />RECOVERY SUMP P pyASHAS <br />'HASE IV <br />EXTERNAL POND <br />—+— E35000 <br />—+— E35500 <br />LEQEN D <br />- - - - - - - EXISTING LIMITS OF PHASES I, II AND III GEOMEMBRANE <br />c «E====! PROPOSED LIMITS OF PHASE IV GEOMEMBRANE <br />9550 <br />PROPOSED VALLEY LEACH FACILITY EXPANSION REGRADED CONTOURS <br />TOPOGRAPHY PROVIDED BY WESTERN <br />PRIMARY SOLUTION COLLECTION PIPE SEGMENT <br />O2 <br />SECONDARY SOLUTION COLLECTION PIPE SEGMENT <br />LINER FILL AS -BUILT FOR PHASE I, 11, <br />26" DIA. DR11 PERFORATED HDPE PRIMARY SOLUTION COLLECTION PIPE <br />- - - -- <br />15" DIA. PCPE (ADS N -12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />- - - -- <br />12" DIA. PCPE (ADS N -12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />-------- - - - - -- <br />10" DIA. PCPE (ADS N -12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />-------- — <br />8" DIA. PCPE (ADS N -12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />.•..••..•.•.....• • <br />4" DIA. PCPE HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE <br />650 <br />PLACED ON 75' CENTERS. <br />NOTC-S <br />13 <br />1. <br />TOPOGRAPHY PROVIDED BY WESTERN <br />STATES SURVEYING INC. IS BASED ON TOP OF SOIL <br />1 <br />3200 <br />LINER FILL AS -BUILT FOR PHASE I, 11, <br />AND 1999 PHASE III AREAS <br />AND FEBRUARY 1998 <br />E36000 <br />1 -8" DIA. PCPE <br />SURVEY FOR OTHER AREAS SHOWN. <br />2000 PHASE III AND PHASE <br />IV REGRADING DEVELOPED <br />O2 <br />1050 <br />BY GOLDER ASSOCIATES. <br />650 <br />1 -10" DIA. PCPE <br />2. <br />REGRADED CONTOURS SHOWN FOR PHASE IV REPRESENTS TOP OF <br />SOIL LINER FILL. <br />3. <br />PIPEWORK LAYOUT IS APPROXIMATE. <br />ACTUAL ALIGNMENT TO BE APPROVED BY ENGINEER <br />375 <br />1 -8" DIA. PCPE <br />DURING CONSTRUCTION. <br />250 <br />Y' 1 -8" DIA. PCPE <br />4. <br />SECONDARY AND TERTIARY SOLUTION <br />COLLECTION PIPES SHALL BE <br />PLACED AT A <br />I <br />MINIMUM GRADE OF 2 PERCENT. <br />1 -15" DIA. PCPE <br />O <br />E36500 <br />5. <br />ALL PCPE PIPE TERMINATIONS, REGARDLESS OF SIZE, ARE TO BE <br />CAPPED. <br />+ E38000 <br />+ + + + /(((((� k/Il + + E38500 <br />z z z z z z z z z z 1 z z <br />o o <br />OD co co 0 0 cn cn (n <br />cn cn cn Cn <br />O 0 O 0 <br />O 0 0 0 O 0 O 0 0 O O O O O <br />Scale in Feet <br />0 150 300 600 <br />1" = 300 feet <br />ENGINEER'S STAMP ' NO. I REVISION DESCRIPTION Tms DRAWDIG Is NOT APPROVED <br />UNLESS IASf REVISION IS HAND <br />R E <br />.0. f.L <br />o�•�o �dt•o <br />e4'S <br />0 <br />'Q •4WD <br />• C <br />G e <br />� //l /1111111111 \ \ \\ <br />ISSUED FOR PERMIT <br />ISSUED FOR CLIENT REVIEW <br />DATE I BY <br />2/29/00 <br />I.2IMIAIr3 7 Ar-11 r— <br />PIPE <br />SEGMENT <br />APPROXIMATE LENGTH <br />OF INDIVIDUAL PIPE <br />SEGMENT (FT.) <br />TYPE OF PIPING <br />PRIMARY SOLUTION COLLECTION PIPE <br />1 <br />3200 <br />26" DIA. DR11 PERFORATED HDPE <br />SECONDARY SOLUTION COLLECTION PIPE <br />O <br />350 <br />1 -8" DIA. PCPE <br />200 <br />1 -10" DIA. PCPE <br />O2 <br />1050 <br />1 -8" DIA. PCPE <br />650 <br />1 -10" DIA. PCPE <br />270 <br />1 -12" DIA. PCPE <br />750 <br />1 -15" DIA. PCPE <br />O3 <br />375 <br />1 -8" DIA. PCPE <br />O <br />250 <br />Y' 1 -8" DIA. PCPE <br />225 <br />1 -10" DIA. PCPE <br />250 <br />1 -12" DIA. PCPE <br />1000 <br />1 -15" DIA. PCPE <br />O <br />300 <br />1 -8" DIA. PCPE <br />350 <br />1 -10" DIA. PCPE <br />700 <br />1 -12" DIA. PCPE <br />OB <br />700 <br />1 -8" DIA. PCPE <br />425 <br />1 -10" DIA. PCPE <br />450 <br />1 -12" DIA. PCPE <br />550 <br />1 -15" DIA. PCPE <br />AP 'VD 1 CC Cr4r.A& Creek E Victor (fold M--I hig CmTh2anr <br />RrqKI Crcceo t Project <br />A Joint Venture — AngloGold (Colorado) Corp., Manager <br />0 <br />0 <br />0 <br />N <br />=C. <br />L <br />e <br />� m <br />m z° <br />_rn <br />c <br />E <br />� d <br />a <br />c <br />d <br />a QE <br />TrrLE <br />IIIIIIIII lIIIIIIIII!IIIIlIII!IIIII <br />PHASE IN 19516 <br />IfGH VOLME- SOS MOIN CoLIX-CnoN SYSrn1.4 PlYlli7 KAYO:, i <br />w DB " ` FEB. 2000 <br />CHECKED JFL +oR No. 993 -2099 %J <br />REVIEWED JFL DIOrrAL No. D037 <br />APPROVED JFL <br />sCmz AS SHOWN Dw ` ° <br />JMJ JFL 2w UNION RLvD. sUrre Boo. LAE TOOD, cOLONADO 60228 Paz No. A� �B <br />PHnNRe Immoan —nnAn PAY. [W_ maNS -2non 2099DO37 1G <br />