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<br />N48500
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<br />N49000 t
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<br />0
<br />LIMITS OF EXISTING
<br />VLF GEOMEMBRANE
<br />J*
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<br />Permit Number p:
<br />In // z — .P-
<br />Class: OPearnH
<br />ELEVATION
<br />(SEE NOTE 1)
<br />SedExhibit:
<br />48,634.54
<br />r._._..._._ -
<br />Class. vision._._._
<br />'•
<br />._._._._._._._. _._._- _._._._._._. ------------
<br />•
<br />Type/Seq :
<br />- - - - - =-- - - - - --
<br />7;e-O
<br />- - -- --- -�- ------------- ---------------- - - - - -�
<br />Class: 0 Report O Hydro OGeneral
<br />Doc Type:
<br />OAppl. Mond DEntome D Inspect
<br />r
<br />LEGEND
<br />EXISTING GROUND SURFACE ELEVATIONS
<br />FINAL GROUND SURFACE ELEVATION
<br />(TOP OF UPPER GEOMEMBRANE IN POND
<br />AREAS)
<br />1.5H:1 V CI SLOPE INDICATOR, EXPRESSED AS
<br />HORIZONTAL TO VERTICAL
<br />DLIMITS OF TEXTURED UPPER LINER,
<br />GEOMEMBRANE, TEXTURED SIDE UP;
<br />PLACE ONE PANEL APPROXIMATELY
<br />EVERY 4 PANELS AS SHOWN
<br />CONTINGENCY POND
<br />SURVEY CONTROL
<br />CONTROL
<br />POINT
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />(SEE NOTE 1)
<br />CP1
<br />48,634.54
<br />35,100.46
<br />9,417.0
<br />CP2
<br />48,768.58
<br />35,594.97
<br />9,417.0
<br />CP3
<br />48,590.16
<br />35,738.73
<br />9,417.0
<br />CP4
<br />48,344.18
<br />35,240.16
<br />9,417.0
<br />CP5
<br />48,571.38
<br />35,239.05
<br />9,378.0
<br />CP6
<br />48,475.18
<br />35,285.33
<br />9,378.0
<br />CP7
<br />48,649.34
<br />35,556.21
<br />9,375.0
<br />CP8
<br />48,626.34
<br />35,574.74
<br />9,375.0
<br />CP9
<br />48,601.45
<br />35,524.30
<br />9,375.0
<br />CP10
<br />48,638.07
<br />35,514.44
<br />9,375.0
<br />CP11
<br />48,643.66
<br />35,554.36
<br />9,373.0
<br />CP12
<br />48,628.06
<br />35,566.93
<br />9,373.0
<br />CP13
<br />48,615.39
<br />35,541.26
<br />9,373.0
<br />CP14
<br />48,638.45
<br />35,535.05
<br />9,373.0
<br />NOTES:
<br />1. ELEVATION SHOWN TO TOP OF UPPER GEOMEMBRANE
<br />LINER.
<br />2. POND PROVIDES TOTAL CAPACITY OF 20 MILLION GALLONS
<br />TO EL. 9,414.0 CREST ELEVATION OF 9,417.0 INCLUDES
<br />3 FEET OF FREEBOARD.
<br />3. ROAD WIDTH MAY BE MODIFIED DURING CONSTRUCTION AS
<br />APPROVED BY OWNER.
<br />4. BASE TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING
<br />INC.; BASED ON AS— GUILTS FOR PHASE I & II AND FEB. 1998
<br />SURVEY FOR ALL OTHER AREAS.
<br />I
<br />NORTH
<br />Scale in Feet
<br />0 25 50 100
<br />1' - 50 feet
<br />5' CONTOUR INTERVAL
<br />FEB2A 000
<br />Division of Minerals i Geology
<br />ENGINEER'S STAMP NO. I REVISION DESCRIPTION TM9 DUTMG 13 NOT APPROVED DATE I BY CHIC AP'VD
<br />UMSS 1ASP R MOM IS KM 1PRI7TEx ripple Creek & Victor Gold Mining Company
<br />c� Cresson Project
<br />Q47'.l A Joint Venture — AngloGold (Colorado) Corp., Manager
<br />•R EG /s�4i��i mu
<br />as '��`� ' EXTERNAL POND IGRAIDING PLAN
<br />° le °$�= A
<br />ISSUED FOR CONSTRUCTION
<br />2/15/00
<br />Jfi�— I zoo
<br />500,
<br />50zze
<br />DR& 19 BN /dam
<br />carte BN
<br />UTEMM RAB
<br />11PPRaVI5 JFL
<br />WAM 1 " =50'
<br />ME NO. 2099DO30
<br />IIIllllllllliiiiill lllllllll llll
<br />19582
<br />FEB. 2000
<br />NO. 993 -2099
<br />ra NO. D030
<br />1IFM
<br />0
<br />
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