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N53000 - i - <br />N52000 <br />REVISED WESTERN <br />VLF PERIMETER <br />q III <br />it <br />ENGINEER'S STAMP <br />a <br />I— <br />IF THE ABOVE BAR DOES <br />NOT SCALE 1 INCH THE <br />DRAT'ING SCALE IS ALTERED <br />/ <br />PROPOSED PERIMETER <br />ACCESS ROAD <br />ATE MGNWP 14 <br />Y. <br />i IN, p, <br />r 1 i <br />2 ' 9�01 <br />1.11 <br />CA <br />1 <br />i <br />/ <br />t C.7 � �.� r r , rr 1 / i • � r� r i r , 1 <br />f V 1 f, 1 Ii Uj. <br />C,3 <br />c, rr II <br />If <br />ASE 11 ! ti'•Itr I ,' <br />(EXitTING)Ill <br />k4 rti II <br />COCA 01/' 1 A <br />­___9450 <br />�.�1. <br />NO. I REVISION DESCRIPTION <br />REVISED <br />° <br />0 <br />0 <br />0 <br />0 <br />0 <br />f- <br />0 <br />CC) <br />w <br />w <br />w <br />ro <br />w <br />® <br />555 <br />1 <br />18" <br />I <br />. 14 <br />® <br />N53000 <br />/ <br />PROPOSED PERIMETER <br />ACCESS ROAD <br />ATE MGNWP 14 <br />Y. <br />i IN, p, <br />r 1 i <br />2 ' 9�01 <br />1.11 <br />CA <br />1 <br />i <br />/ <br />t C.7 � �.� r r , rr 1 / i • � r� r i r , 1 <br />f V 1 f, 1 Ii Uj. <br />C,3 <br />c, rr II <br />If <br />ASE 11 ! ti'•Itr I ,' <br />(EXitTING)Ill <br />k4 rti II <br />COCA 01/' 1 A <br />­___9450 <br />�.�1. <br />NO. I REVISION DESCRIPTION <br />REVISED <br />ISSUE FOR CONSTRUCTION <br />REVISED <br />ISSUE FOR CONSTRUCTION <br />ISSUED <br />FOR CONSTRUCTION <br />ISSUED <br />FOR FINAL DESIGN <br />ISSUED <br />FOR DRAFT DESIGN REPORT <br />ISSUED <br />FOR CLIENT REVIEW <br />� •. Cj I., <br />/. '\ <br />1� <br />1 II <br />, <br />II to <br />! I. <br />t <br />it <br />C -U4_ P <br />�I I <br />Il I• i � <br />0 <br />II <br />REVISED NORTH- <br />EAST CORNER <br />III <br />- i - N52000 <br />LCC� °IYa'? <br />-- 9f•I)b EXISTING GROUND CONTOURS <br />......................... .... <br />--^ EXISTING PAVED ROAD (COLORADO STATE HIGHWAY 67) <br />- - - --'- -- EXISTING HIGHWAY GUARDRAIL <br />- - - - - -- EXISTING LIMITS OF PHASE I & 11 <br />- PROPOSED LIMITS OF PHASE III <br />PROPOSED VALLEY LEACH FACILITY EXPANSION REGRADED CONTOURS <br />— ..�.._..� 24" DIA. CPE (ADS N -12 OR EQUIVALENT) SOLUTION TRANSFER PIPE <br />18" DIA. POPE (ADS N -12 OR EQUIVALENT) PRIMARY SOLUTION COLLECTION PIPE <br />- -- 15" DIA. PCPE (ADS N -12 OR EQUIVALENT) PRIMARY SOLUTION COLLECTION PIPE <br />10" DIA, PCPE (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />— •- • -• -•— 8" DIA. PCPE (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />— ••- •• -••— 4" DA. PCPE HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE <br />............• ^•••••• APPROXIMATE LOCATION OF ARMOURED PIEZOMETER CABLE <br />PIPE SEGMENT <br />APPROXIMATE <br />LENGTH OF <br />INDIVIDUAL PIPE <br />SEGMENT <br />(Fr.) <br />TYPE <br />OF PIPING <br />NO. OF <br />PIPES <br />PIPE SIZE <br />1Q <br />570 <br />1 <br />15" <br />DIA. <br />PCPE <br />® <br />555 <br />1 <br />18" <br />DIA. <br />PCPE <br />® <br />270 <br />1 <br />18" <br />DIA. <br />PCPE <br />165 <br />1 <br />1 <br />18 <br />15" <br />DIA. <br />DIA. <br />PCPE <br />PCPE <br />® <br />170 <br />1 <br />1 <br />18 <br />15" <br />DIA. <br />DIA. <br />PCPE <br />PCPE <br />® <br />530 <br />1 <br />1 <br />18 <br />15" <br />DUI. <br />DUI. <br />PCPE <br />PCPE <br />® <br />590 <br />2 <br />1 <br />18 <br />15" <br />DIA. <br />DIA. <br />PCPE <br />PCPE <br />® <br />645 <br />3 <br />18" <br />DUI. <br />PCPE <br />® <br />580 <br />3 <br />18" <br />DIA. <br />PCPE <br />® <br />(NOTE 6) <br />1 <br />24" <br />DIA, <br />CPE <br />I. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING <br />INC. IS BASED ON TOP OF SOIL LINER FILL AS -BUILT FOR <br />PHASE I AND II AREAS AND FEBRUARY 1998 SURVEY FOR <br />OTHER AREAS SHOWN. PHASE III REGRADING DEVELOPED <br />BY GOLDER ASSOCIATES. <br />2. REGRADED CONTOURS SHOWN FOR PHASE III REPRESENTS <br />TOP OF SOIL LINER FILL. <br />3. PIPEWORK LAYOUT IS APPROXIMATE. ACTUAL ALIGNMENT <br />TO BE APPROVED BY ENGINEER DURING CONSTRUCTION, <br />4. PRIMARY, SECONDARY AND TERTIARY SOLUTION COLLECTION <br />PIPES SHALL BE PLACED AT A MINIMUM GRADE OF 2 PERCENT. <br />5. ALL PCPE PIPE TERMINATIONS, REGARDLESS OF SIZE, <br />ARE TO BE CAPPED. <br />6. THE LAST 75' OF 24" DIA, SOLUTION TRANSFER PIPE IN AREA <br />OF PHASE II PSSA WILL BE 24" DIA. PCPE PIPE. THE PIPE <br />IN THIS AREA WILL BE PLACED IN A TRENCH, WITH A MINIMUM COVER <br />OF 4' OF ORE. <br />Permit Number #: M- 1980 -244 <br />Class: Revisions <br />Type & Sequence:TR -029 <br />RECF VP0 <br />APR 15 1999 <br />Dnlision 01 Mlmlab ° <br />NORTH <br />Scale in Feet <br />0 100 200'400 <br />1' - 200 feet <br />APPROVED DATE BY CHKD AP'VD N0. REVISION DESCRIPTION TM DRAWING IS NOT APPROVED DATE BY CHKD AP'VD <br />IS RAND WR11REN UNLESS 418'1' REVISION IS RAND r,RIMN Crk3ple Creek L. Victor Gold Lllri tQ ConVranb <br />s �y Creas,on Project <br />Q CLIENT DATE A Joint Venture — Pikes Peak Mining Company, Manager <br />Q PRINT ISSUE RECORD T PHASE a <br />Q DATE <br />NEel i VOLlxC smunol t CO'JSCTim fa" LAyou ' <br />11-IIVI14 <br />R// <br />// <br />12/2/98 <br />TM <br />TM <br />J J <br />11/13/98 <br />TM <br />TM <br />JMJ <br />7/6/98 <br />TM <br />TM <br />JMJ <br />6/12/98 <br />TM <br />TM <br />JMJ <br />5/27/98 <br />TM <br />TM <br />JMJ <br />200 UNION <br />50228 <br />5N <br />IXIENNINN <br />196, <br />MRJ 'a APRIL 1998 <br />TM +oa do' 993 -2022 <br />APM °Ian°' NO. D013 <br />JMJ <br />1" = 200' DWG �Q <br />2022DO13 10 2 <br />1111INJIN <br />�g <br />