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JO <br />0 <br />0 <br />N <br />a <br />i <br />Ln <br />0 <br />z <br />z <br />a <br />D <br />0 C <br />O C <br />0 J 3. 00 TTw <br />.0l m <br />'V T <br />> m <br />u•n <br />G t N N <br />t Urn <br />O <br />�� O <br />a N< <br />N O <br />1 <br />1 ,oN <br />n o� <br />T O <br />j ; 0 0 <br />Z <br />E o0 <br />E Z o <br />o a— <br />Z-00_ <br />� Ty91 N <br />ti <br />IF THE ABOVE BAR DOES <br />NOT SCALE 1 INCH THE <br />DRAWING SCALE IS ALTERED <br />Lim <br />wM �A <br />I <br />i <br />I <br />ME <br />i <br />I <br />9 <br />F <br />I <br />LEGEND <br />— — — — — EXISTING LIMITS OF PHASES I, II AND III GEOMEMBRANE <br />■ ■ LIMITS OF PHASE IV GEOMEMBRANE <br />MATCH LINE TO DRAWING 10e <br />— ..— .. —.. —.. _— ..— .. - - -- — --..— ..— ..— ..— ..— ..— ..— ..— ..— .._.. —. — —..— — — PROPOSED VALLEY LEACH FACILITY <br />EXPANSION REGRADED CONTOURS <br />Ot PRIMARY SOLUTION COLLECTION PIPE SEGMENT <br />O2 SECONDARY SOLUTION COLLECTION PIPE SEGMENT <br />15" DIA. PCPE (ADS N -12 OR EQUIVALENT) <br />\ SOLUTION COLLECTION PIPE <br />12" DIA. PCPE (ADS N -12 OR EQUIVALENT) <br />SOLUTION COLLECTION PIPE <br />_ __________ 10" DIA. PCPE (ADS N -12 OR EQUIVALENT) <br />SOLUTION COLLECTION PIPE <br />/ +Lon 000 <br />Ln 0 <br />o <br />n Ln <br />z z Z Z <br />n� <br />II I <br />ENGINEER'S STAMP NO. REVISION DESCRIPTION THIS DRAWING !IS NOT APPROVED I DATE I BY ICHKDIAP'VDI NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED I DATE I BY ICHKDIAP'VD <br />UNLESS LAST REVISION IS HAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN <br />2004 RECORD DRAWING <br />— <br />— — — 8" DIA. PCPE (ADS N -12 OR EQUIVALENT) <br />X;M <br />OF INDIVIDUAL PIPE <br />SOLUTION COLLECTION PIPE <br />E37000 <br />MRJ <br />4" DIA. PCPE HIGHWAY GRADE TERTIARY SOLUTION <br />JFL <br />REVISED, RE- ISSUED FOR CONSTRUCTIION <br />COLLECTION PIPE PLACED ON 75' CENTERS. <br />SFD <br />GE <br />JFL <br />PIPE LINEIYPE CHANGE, RE- ISSUED FOR CONSTRUCTION <br />7/10/00 <br />MRJ <br />NOTES <br />JFL <br />\ <br />1. <br />TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC. IS <br />JMJ <br />JFL <br />BASED ON TOP OF SOIL LINER FILL AS -BUILT FOR PHASE I, II, AND <br />\\ <br />KAJ <br />1999 PHASE III AREAS AND FEBRUARY 1998 SURVEY FOR OTHER <br />GE <br />1 -10" DIA. PCPE <br />AREAS SHOWN. 2000 PHASE III AND PHASE IV REGRADING <br />626 <br />1 -8" DIA. PCPE <br />DEVELOPED BY GOLDER ASSOCIATES. <br />262 <br />2. <br />REGRADED CONTOURS SHOWN FOR PHASE IV REPRESENTS TOP <br />130 <br />1 -8" DIA. PCPE <br />OF SOIL LINER FILL. <br />170 <br />3. <br />PIPE WORK LAYOUT IS APPROXIMATE. ACTUAL ALIGNMENT TO BE <br />134 <br />1 -8" DIA. PCPE <br />APPROVED BY ENGINEER DURING CONSTRUCTION. <br />4. <br />SECONDARY AND TERTIARY SOLUTION COLLECTION PIPES SHALL BE <br />,\ <br />PLACED AT A MINIMUM GRADE OF 2 PERCENT. PRIMARY PIPES <br />SHALL BE PLACED AT A MINIMUM GRADE OF 1 PERCENT. <br />5. <br />ALL PCPE PIPE TERMINATIONS, REGARDLESS OF SIZE, ARE <br />TO <br />BE CAPPED. <br />6. <br />TERTIARY SOLUTION COLLECTION PIPING SHALL BE INSTALLED <br />TYPICALLY AT A 45 DEGREE ANGLE TO SECONDARY SOLUTION <br />COLLECTION PIPING AND ON APPROXIMATE 75' CENTERS. <br />MAXIMUM TERTIARY PIPE LENGTH SHALL BE APPROXIMATELY <br />650'. <br />7. <br />SECONDARY SOLUTION COLLECTION PIPING SHALL BE TYPICALLY <br />/ <br />INSTALLED PERPENDICULAR TO GRADE, AND WITHIN DRAINAGES <br />WHEN POSSIBLE. <br />/ +Lon 000 <br />Ln 0 <br />o <br />n Ln <br />z z Z Z <br />n� <br />II I <br />ENGINEER'S STAMP NO. REVISION DESCRIPTION THIS DRAWING !IS NOT APPROVED I DATE I BY ICHKDIAP'VDI NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED I DATE I BY ICHKDIAP'VD <br />UNLESS LAST REVISION IS HAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN <br />2004 RECORD DRAWING <br />a 13 0s <br />X;M <br />OF INDIVIDUAL PIPE <br />REVISED GRADING AND PHASE BOUNDARIES <br />7/10/01 <br />MRJ <br />GC1 <br />JFL <br />REVISED, RE- ISSUED FOR CONSTRUCTIION <br />2/16/01 <br />SFD <br />GE <br />JFL <br />PIPE LINEIYPE CHANGE, RE- ISSUED FOR CONSTRUCTION <br />7/10/00 <br />MRJ <br />GE <br />JFL <br />ISSUED FOR CONSTRUCTION <br />6/9/00 <br />MRJ <br />JMJ <br />JFL <br />ISSUED DRAFT <br />5/25/00 <br />KAJ <br />GE <br />GE <br />1 -10" DIA. PCPE <br />CLIENT DATE <br />]PRINT ISSUE RECORD <br />PHASE IVc PIPING TABLE (SEE NnTE) <br />PIPE <br />APPROXIMATE LENGTH <br />SEGMENT <br />OF INDIVIDUAL PIPE <br />TYPE OF PIPING <br />SEGMENT (FT.) <br />SECONDARY SOLUTION COLLECTION PIPE <br />0 28 <br />1 -10" DIA. PCPE <br />338 <br />1 -8" DIA. PCPE <br />O <br />189 <br />1 -15" DIA. PCPE <br />243 <br />1 -12" DIA. PCPE <br />233 <br />1 -10" DIA. PCPE <br />254 <br />1 -8" DIA. PCPE <br />O <br />329 <br />1 -10" DIA. PCPE <br />626 <br />1 -8" DIA. PCPE <br />O <br />262 <br />1 -10" DIA. PCPE <br />130 <br />1 -8" DIA. PCPE <br />O <br />170 <br />1 -8" DIA. PCPE <br />O <br />134 <br />1 -8" DIA. PCPE <br />NOTE: <br />PIPE LENGTHS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. ACTUAL PIPE LENGTHS <br />WILL VARY TO SUIT FIELD CONDITIONS. <br />2 <br />�aa <br />Scale in Feet <br />0 50 100 200 <br />1" = 100 feet <br />CC Cripple Creek & Victor Gold Mining Company <br />I V Cresson Project <br />SIG A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TITLE <br />PHASE IVc <br />-IGH VOLUME SOLUTION COLLECTION PMG LAYOUT SHEET 1 OF 2 <br />DRAWN RMN DAB APRIL 2000 <br />cRECI® GE IoE No. 003 -2142 <br />REVIEWED GE DIGITAL NO. D051 <br />APPROVED JFL <br />SCALE AS SHOWN DWG / REV <br />44 UNION BLVD. , SUITE 300, LAKEVOOD, COLORADO 80228 FILE NO. <br />PHONE: (303)980-0540 FAX: 303)985 -2080 1 2142DO51 10d <br />