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9450
<br />9,75
<br />9`300
<br />1 :3 ICS
<br />0
<br />A
<br />2
<br />1
<br />ice
<br />7
<br />LI
<br />l
<br />EMBRAN
<br />,
<br />I c r)
<br />Q v,.2 5
<br />C7
<br />10
<br />.
<br />2
<br />1
<br />-r
<br />if
<br />1
<br />A
<br />`1
<br />i
<br />1
<br />4,
<br />1
<br />1
<br />1
<br />♦
<br />ENGINEER'S STAMP
<br />�RE
<br />GEOMEM
<br />50'x 1
<br />(NOTE 3)
<br />♦
<br />N49000
<br />LIMITS 'OF-EXIST - INQ
<br />VLF GEOMEMBRNE
<br />1 Nv
<br />NO. I REVISION DESCRIPTION TRIs DRAWING IS NOT APPROVED
<br />UNLESS LAST REVISION IS NAND WRITTEN
<br />ISSUED FOR PERMIT
<br />c9
<br />LEGEND
<br />EXISTING GROUND SURFACE ELEVATIONS
<br />FINAL GROUND SURFACE ELEVATION
<br />(TOP OF UPPER GEOMEMBRANE IN POND
<br />AREAS)
<br />1.5H:lV� 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 />MOTES:
<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 />RECEIVED
<br />APR 10 20
<br />i t
<br />1 S Di
<br />t gIS10110f�1jIpB E �y_,
<br />NORTH
<br />1
<br />Scale in Feet
<br />Permit#
<br />Date: dDO 0 25 50 100
<br />Doc Nalne See Map 1" = 50 feet Illlillllill!illliilllllil
<br />Origin: ry/ - �9 5' CONTOUR INTERVAL
<br />19651
<br />DATE BY CHKD AP'VD fir- c- Cripple Crook & VIctor GWd GAIn:n$ Company
<br />Cresson Project
<br />A Joint Venture — AngloGold (Colorado) Corp., Manager
<br />ITME PHASE I/C/r
<br />EXTERNAL PAD GRAM01 PLAIN
<br />200
<br />90228
<br />CREC® BN
<br />REVIEWED RAB
<br />1PPROVED JFL
<br />SCALE 1"=50'
<br />ME No. 2099DO30
<br />MARCH 2000
<br />NO. 993 -2099
<br />PAL NO. D030
<br />1I L
<br />
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