|
_ I1
<br />_ 2
<br />_ I
<br />e`
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />N49000 +
<br />M
<br />CA
<br />rn
<br />0
<br />0
<br />0
<br />LIMITS OF EXISTING
<br />VLF GEOMEMBRANE
<br />♦♦ 4
<br />♦ ♦♦ �.♦
<br />i
<br />♦ ♦♦ .0
<br />N48500 +
<br />M
<br />CA
<br />rn
<br />0
<br />0
<br />0
<br />Permit Number #: 7n R2 7
<br />Class: OPermit
<br />Sec/Exhibit
<br />iClass: -- ---- -- -._._,._ �_._.-.-.-.-.- __._._._---- .- .- _- .- ._._._ - - - -I
<br />TWe sea- - - - - --z _ -0 3 3- ---- ---- -- -- -- -- -- - - ---------
<br />J
<br />Class: O Report O Hydro OGeneral
<br />Doc Type - - -- - - - - -- —
<br />ClAppl. Mond OEnforce 0lnspect
<br />ENGINEER'S STAMP NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP VD
<br />UNLESS LAST REVISION IS HAND WRITTEN
<br />ISSUED FOR PERMIT
<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 SLOPE INDICATOR, EXPRESSED AS
<br />HORIZONTAL TO VERTICAL
<br />LIMITS OF TEXTURED UPPER LINER,
<br />GEOMEMBRANE, TEXTURED SIDE UP;
<br />PLACE ONE PANEL APPROXIMATELY
<br />EVERY 4 PANELS AS SHOWN
<br />EXTERNAL POND
<br />SURVEY CONTROL
<br />CONTROL
<br />POINT
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />(SEE NOTE 1)
<br />CP1
<br />48,634.87
<br />35,100.30
<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 />48,571.10
<br />35,239.66
<br />9,377.8
<br />CP6
<br />48,476.21
<br />35,285.68
<br />9,377.7
<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 />35,524.35
<br />9,375.0
<br />CP10
<br />48,638.05
<br />35,514.45
<br />9,375.0
<br />CP11
<br />48,645.08
<br />35,554.82
<br />9,373.5
<br />CP12
<br />48,627.63
<br />35,568.88
<br />9,373.5
<br />CP13
<br />48,611.91
<br />35,537.02
<br />9,373.5
<br />CP14
<br />48,638.34
<br />35,529.90
<br />9,373.5
<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— BUILTS FOR PHASE I & II AND FEB. 1998
<br />SURVEY FOR ALL OTHER AREAS.
<br />5. SEE DRAWING 3 FOR PLAN LOCATIONS OF CONTROL POINTS
<br />11, 12, 13, AND 14.
<br />oecEIVEb
<br />NORTR
<br />APR 0,? 2000
<br />Division of Mine;
<br />Scale in Feet
<br />0 25 50 100
<br />1" = 50 feet
<br />5' CONTOUR INTERVAL ip81111gIIIICpplppi
<br />19586
<br />�� Cripple Creek Victor Gold FAIning Company
<br />'�T Crosson Project
<br />A Joint Venture — AngloGold (Colorado) Corp., Manager
<br />TITLE
<br />PHASE VC /IC
<br />EXTERNAL POPD GRAM i PLAN!
<br />DRAWN BN /dam DATE MARCH 2000
<br />CHECKED BN JOB NO. 993 -2099
<br />GalREVIMD RAE) DIGITAL No. D030
<br />L
<br />APPROVED JFL
<br />l• 6J+ o .. °. 9CALB 1 „_50' DEG / REV /
<br />200 UNION BLVD. , SUITE 500, LAXEWOOD, COLORADO 00228 FILE No. 2099D030
<br />PHONE:' 303 900 -0540 FAX: 303 905 -2080 11 E
<br />
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