Precious Metals Recovery LLC RCRA Permit Application Dry Hills ...

A
B
C
D
E
F
$$W ATERMARKD$$
N 4,475,000
(N 14,681,729.17)
N 4,474,500
(N 14,680,089.75)
1 2 3 4 5 6 7 8
H340940-0000-07-015-0001
DWG. NO.
DATUM (REF.) (NOTE 4)
(GROUND SURVEY LIMITS)
REFERENCE DATUM
N 4,474,853.41
SEC. LINE 32/6 (REF.)
A
SEC. 32(REF.)
(N 14,681,248.24)
BLDG. COL.
N 4,474,798.55
(N 14,681,068.24)
SEC. 6 (REF.)
1000’ BEYOND
FACILITY FENCE
1000’ BEYOND
PERIMETER FENCE LINE
DRAWING NO. DRAWING TITLE
REFERENCE DRAWINGS
E 553,500
(E 1,815,941.25)
TRUCK UNLOADING
MONITORING WELL (MW-3)
REFERENCE DATUM
SEC. LINE 6/5
E 553,603.71 (E 1,816,281.50)
N 00 35’ 12" W 4130.42
DRY HILLS W ELL 2 (DH-2)
OBSERVATION W ELL (OW-1)
MONITORING W ELL (MW-4)
FUTURE
STORAGE
7
(E 1,816,741.50)
E 553,743.92
MONITORING WELL (MW-2A)
BLDG. COL.
SEC. 5/LOT 4
UTILITY
BLDG.
STORAGE
NOM. GRADE
EL. 4975’-6"
(SEE NOTE 6)
(REF.)
PROCESS
AREA
E 554,000
NOM. GRADE
EL. 4985’-6"
(SEE NOTE 6)
(E 1,817,581.67)
SECTION CORNER
NOT FOUND. FALLS
IN ROAD
LOT LINE 4/3
MAIN SECURITY
PASS GATE
PERIMETER SECURITY
GATE
PLANT ACCESS
ROAD
SEC LINE 32/33
MONITORING WELL (MW-1)
SEC. 5/LOT 3(REF.)
SEC. 33(REF.)
ROAD INTERSECTION
E 554,274.13 (E 1,818,481.03)
B
A
INFORMATION
INFORMATION
SEC. LINE 33/5
N89 34’ 38" E 5281.46
ROAD INTERSECTION
N 4,474,763.78 (N 14,680,954.16)
EL. 4979’-0"
PROPOSED IMPROVED
EXISTING COUNTY ROAD
(WILLOW CORRAL PASS)
0
100
EC SS 14-11-2012 J. CHALMERS
NO. DESCRIPTION BY CHK’D APP’D DATE REV. ISSUE FOR AUTH. BY DATE
REVISIONS
ISSUE AUTHORIZATION
DESIGNED BY
J. CHALMERS
S. SENNIK
200
SCALE IN FEET
400
E. CRAWFORD
S. SENNIK
EC SS 25-10-2012 DATE 25-10-2012 DATE 25-10-2012
M. SUCHARDA
DATE 25-10-2012
DRAWN BY
DATE 25-10-2012 DATE 25-10-2012
CHECKED BY DISCIP. ENGR.
R. FUKUZAWA
DATE 25-10-2012 DATE 25-10-2012
PROJ. DES. COORD.
PROJ. ENGR.
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
ALL COORDINATES SHOWN ARE IN METERS
(BRACKETED COORDINATES ARE IN U.S.
SURVEY FEET).
ALL ELEVATIONS ARE IN FEET UNLESS NOTED
OTHERWISE.
GRID COORDINATES SHOWN ARE BASED ON THE
NORTH AMERICAN DATUM OF 1983, (UTM ZONE 11).
SURVEY COORDINATES AND ELEVATIONS SHOWN
ARE AS RECORDED BY SUMMIT ENGINEERING
(RYAN COOK - 08/24/2012).
LEGEND:
PROJ. MGR. SCALE
1"=200’
WELL COORDINATES FOR MW-2A, MW-3 AND
MW-4 AS PROVIDED BY JBR (09/26/2012).
NATURAL GRADE TOPOGRAPHIC INFORMATION
(SUMMIT ENGINEERING SURVEY 08/24/2012)
OVERLAYED ON THE ENGINEERED GRADE
(NOM. GRADE EL. 4975’-6" & EL. 4985’-6")
WIND ROSE
STATION - CRESCENT VALLEY DEAN RANCH,
18%
15%
12%
NEVADA.
9%
5%
3%
N
CALM
6.8%
W E
S
FACILITY FENCE
PERIMETER FENCE LINE
BERM FENCE
BATTERY LIMIT
SECTION\LOT LINE
GRID COORDINATES
EXISTING WATER COURSE
DATUM POINT
GROUND SURVEY LIMITS
WELL (SURVEY 08/24/2012)
WELL (JBR 09/26/2012)
FUTURE EXPANSION
MPH
1.3 - 4
4-8
8-13
13-19
19-25
25-32
32-39
39-47
47+
TOPOGRAPHIC MAP BOUNDARY
BARRICK GOLDSTRIKE MINES
PRECIOUS METALS RECOVERY PROJECT
OR AS NOTED
PMR FACILITY
TOPOGRAPHIC MAP
(RCRA PERMIT APPLICATION)
DWG. NO.
H340940-0000-07-015-0001
1 2 3 4 5 6 7 8
REV.
B
A
B
C
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P:\BARRICK\340940\CAD\50\Drawing\H340940-0000-07-015-0001\H340940-0000-07-015-0001.dgn
14/11/2012 1:03:19 PM
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