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<br />52,147.2
<br />35,687.7
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<br />36 +00
<br />52,050.9
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<br />9,468.7
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<br />LEGEND
<br />4 LIMITS OF PHASE II PAD
<br />LIMITS OF PHASE II EXPANSION
<br />— — — PERMIT BOUNDARY
<br />— — PHASE II EXPANSION HIGH VOLUME
<br />SOLUTION COLLECTION PIPE
<br />PHASE II EXPANSION SOLUTION
<br />TRANSFER PIPE
<br />- ' - - -' -- — •- - PHASE II' HIGH VOLUME SOLUTION
<br />COLLECTION PIPE (INSTALLED
<br />PREVIOUSLY
<br />_ _.._ -.. )
<br />.. ....
<br />PHASE II UNDERDRAIN SYSTEM
<br />(INSTALLED PREVIOUSLY)
<br />NOTES
<br />1. TOPOGRAPHY SHOWN FOR PHASE II EXPANSION
<br />REPRESENTS TOP OF SOIL LINER FILL SUBGRADE.
<br />2. T -
<br />OPOGRAPHY PROVIDED BY WESTERN STAT�� pG
<br />INC., BASED ON TOP OF SOIL LINER FILL'ASMIN
<br />FOR PHASE it PAD AND NOVEMBER 1996 SURVEY FOgj
<br />OTHER AREAS SHOWN. PHASE II EXPANSIQUDRZOR IEVG
<br />DEVELOPED BY GOLDER.
<br />DIVIS" u, mimtoo a 0wj ogy
<br />3. PERMIT BOUNDARY LOCATION PROVIDED BY CC&V.
<br />4. LOCATION OF LEACH PAD SECONDARY UNDERDRAINS TO BE
<br />APPROVED BY ENGINEER, BASED ON FIELD GRADES AND
<br />SEEPS ENCOUNTERED DURING CONSTRUCTION.
<br />5. CONTRACTOR TO REFER TO 1994, 1995 AND 1996
<br />AS —BUILT DRAWINGS FOR DETAILED LOCATION OF
<br />UNDERDRAINS AND HIGH VOLUME SOLUTION COLLECTION
<br />d PIPING.
<br />N
<br />4
<br />O
<br />00 N
<br />\ \ Sp \1111111i11111/llli'ii7����
<br />rn \\ p0 REG
<br />v NORTH _ :�� n {�
<br />L C C .41 228
<br />> N o
<br />Z w �l��I i n wa W,
<br />IN FEET
<br />(D
<br />CL
<br />d U > 0 50 100 200 IIIIIIIIINIINNNItlNNINNNN
<br />19570_ t
<br />clr>n�'I'/Pxatcr J'
<br />CRIPPi LC CRCGIC & VICTOR GOLD hAlIsEING OCYA4PANY
<br />CRESSON PROJECT PI- ASE <II EXPANSION
<br />SITE GRADING PLAN
<br />r Denver, Colorado D1��' JMJ °A� DEC. 1996
<br />,.._� , cmcc® TM � AS SHOWN
<br />B 1/21/97 ISSUED FOR FINAL DESIGN '> h'r ! 1'", J �/�� II��� TM N0• 963 -2027
<br />VVtlVl ArrrsovEO JMJ. No. D068
<br />7 ISSUED FDR CLIENT REVIEW = I
<br />A
<br />2/ 7/96,
<br />1 JMJ
<br />TM
<br />rjz�{'�
<br />`],-' i�„j, X-A—Y
<br />REV.
<br />I DATE
<br />DESCRIPTION
<br />DR. BY
<br />APP. BY
<br />r
<br />
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