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

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$$W ATERMARKD$$
N 4,475,000
(N 14,681,729.17)
N 4,474,500
1 2 3 4 5 6 7 8
H340940-0000-07-015-0001
(N 14,680,089.75)
DWG. NO.
REFERENCE DRAWINGS
DATUM (REF.) (NOTE 4)
(GROUND SURVEY LIMITS)
DRAWING NO. DRAWING TITLE
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
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)
UNDEVELOPED
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)
NO. DESCRIPTION BY CHK’D APP’D DATE REV. ISSUE FOR AUTH. BY DATE
REVISIONS
SECTION CORNER
NOT FOUND. FALLS
IN ROAD
LOT LINE 4/3
MAIN SECURITY
PASS GATE
PERIMETER SECURITY
GATE
PLANT ACCESS
ROAD
SEC. LINE 33/5
ROAD INTERSECTION
N 4,474,763.78 (N 14,680,954.16)
ISSUE AUTHORIZATION
DESIGNED BY
DRAWN BY
CHECKED BY DISCIP. ENGR.
INFORMATION EC SS 14-12-2012
S. SENNIK R. FUKUZAWA
INFORMATION
EC SS 29-11-2012
DATE 25-10-2012 DATE 25-10-2012
EC SS 15-11-2012 PROJ. DES. COORD.
DATE 25-10-2012 DATE 25-10-2012
PROJ. ENGR.
EC SS 25-10-2012 DATE 25-10-2012 DATE 25-10-2012
PROJ. MGR. SCALE
1 2 3 4 5 6 7 8
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)
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INFORMATION
INFORMATION
INFORMATION
N89 34’ 38" E 5281.46
PROPOSED IMPROVED
EXISTING COUNTY ROAD
(WILLOW CORRAL PASS)
EL. 4979’-0"
0
100
J. CHALMERS
EC SS 14-11-2012 J. CHALMERS
M. SUCHARDA
DATE 25-10-2012
200
SCALE IN FEET
400
E. CRAWFORD
S. SENNIK
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
LEGEND:
OR AS NOTED
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).
W
DWG. NO.
WIND ROSE
STATION - CRESCENT VALLEY DEAN RANCH,
NEVADA.
18%
15%
12%
9%
6%
3%
N
CALM
11%
S
FACILITY FENCE
PERIMETER FENCE LINE
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)
MPH
1.3 - 4
4 - 8
8 - 13
13 - 19
19 - 25
25 - 32
32 - 39
39 - 47
47+
PRECIOUS METALS RECOVERY LLC
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")
BERM FENCE
TOPOGRAPHIC MAP BOUNDARY
PRECIOUS METALS RECOVERY LLC
DRY HILLS FACILITY PROJECT
DRY HILLS FACILITY
TOPOGRAPHIC MAP
(RCRA PERMIT APPLICATION)
H340940-0000-07-015-0001
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