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

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$$W ATERMARKD$$
N 4,475,000
(N 14,681,729.17)
A
N 4,474,500
(N 14,680,089.75)
DATUM (REF.) (NOTE 4)
(GROUND SURVEY LIMITS)
W LLS HI
REFERENCE DATUM
N 4,474,853.41 DRY ELL ( DH-2) 2
SEC. LINE 32/6
1 2 3 4 5 6 7 8
H340940-0000-50-014-0001
SEC. 32
(N 14,681,248.24)
DRY HILLS WELL (DH-2)
N 4,474,852.99
(N 14,681,246.84)
E 553,500
(REF.)
OBSERVATION WELL (OW-1)
N 4,474,840.98
(N 14,681,207.45)
N 4,474,840.00
(N 14,681,204.23)
BLDG. COL.
N 4,474,798.55
(N 14,681,068.24)
(REF.)
MONITORING WELL (MW-4)
MONITORING WELL (MW-2A)
N 4,474,640.00
(N 14,680,548.07)
MONITORING WELL (MW-3)
N 4,474,620.00
(N 14,680,482.45)
DWG. NO.
(E 1,815,941.25)
REFERENCE DATUM
E 553,608.28 (E 1,816,296.51)
BATTERY LIMIT
SEC. LINE 6/5
E 553,603.71 (E 1,816,281.50)
N 00 35’ 12" W 4130.42
E 553,643.19 (E 1,816,411.02)
OBSERVATION W ELL (OW-1)
E 553,683.74 (E 1,816,544.07)
MONITORING W ELL (MW-3)
E 553,699.00 (E 1,816,594.14)
MONITORING W ELL (MW-4)
E 553,730.00 (E 1,816,695.84)
E 553,743.92
7
(E 1,816,741.50)
BLDG. COL.
PROCESS/
STORAGE
FACILITY
NOM. GRADE
EL. 4975’-6"
NOM. GRADE
EL. 4985’-6"
MONITORING W ELL (MW-2a)
E 553,823.00 (E 1,817,000.96)
MONITORING W ELL (MW-1)
N 553,872.49 (N 1,817,163.33)
BATTERY LIMIT
E 554,000
N 4,474,853.41 (N 14,681,248.24)
BATTERY LIMIT
N 4,474,548.61 (N 14,680,248.24)
EXISTING
WATERCOURSE
BATTERY LIMIT
(E 1,817,581.67)
N 00 32’ 59" W 4126.20
E 554,005.46 (E 1,817,599.58)
SECTION CORNER
NOT FOUND. FALLS
LOT LINE 4/3
MAIN SECURITY
PASS GATE
PERIMETER SECURITY
GATE
PLANT ACCESS
ROAD
N 4,474,727.23
ROAD INTERSECTION
MONITORING WELL (MW-1)
(N 14,680,834.25)
SEC. 6 (REF.)
SEC. 5/LOT 4 (REF.)
SEC. 5/LOT 3 (REF.)
DRAWING NO. DRAWING TITLE
REFERENCE DRAWINGS
UNDEVELOPED
UTILITY
BLDG.
IN ROAD
SECURITY
BERM
SEC LINE 32/33
PROPOSED IMPROVED
EXISTING COUNTY ROAD
(WILLOW CORRAL PASS)
N 4,474,763.78 (N 14,680,954.16)
0 25
SCALE IN FEET
SEC. 33
EL. 4979’-0"
NO. DESCRIPTION BY CHK’D APP’D DATE REV. ISSUE FOR AUTH. BY DATE
REVISIONS
ISSUE AUTHORIZATION
75
125
E.C. S.S.2012-12-14 DESIGNED BY
(REF.)
ROAD INTERSECTION
E 554,274.13 (E 1,818,481.03)
SEC. LINE 33/5
N89 34’ 38" E 5281.46
0 10 20
30 40 50
SCALE IN METRES
ISSUE FOR DESIGN J.C. S.S.2012-11-29 J. CHALMERS D. EAILEY
ISSUE FOR DESIGN
DATE 2012-05-28 DATE 2012-05-28
J.C. S.S.2012-11-14
CHECKED BY DISCIP. ENGR.
ISSUE FOR DESIGN J.C. S.S. 2012-10-11
J. CHALMERS D. KLUWAK
FS FINAL REPORT J.C. S.S. 2012-07-30
DATE 2012-05-28 DATE 2012-05-28
J.C. S.S.2012-07-05 PROJ. DES. COORD.
DRAWN BY
PROJ. ENGR.
GENERAL NOTES:
1.
2.
3.
4.
5.
PROJ. MGR. SCALE
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).
WELL COORDINATES FOR MW-2A, MW-3 AND
MW-4 AS PROVIDED BY JBR (09/26/2012).
LEGEND:
OR AS NOTED
WIND ROSE
STATION - CRESCENT VALLEY DEAN RANCH,
1 2 3 4 5 6 7 8
H
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E
D
C
B
A
ISSUE FOR DESIGN
FS FINAL REPORT
DISCIPLINE ENGINEERING
CLIENT REVIEW
J.C. S.S.2012-06-18 J. CHALMERS
DATE 2012-05-28
S. SENNIK
J.C. S.S. 2012-05-28 DATE 2012-05-28 DATE 2012-05-28
M. SUCHARDA
W
DWG. NO.
NEVADA.
18%
15%
12%
9%
6%
3%
N
CALM
11%
S
FACILITY FENCE
PERIMETER FENCE LINE
BERM FENCE
BATTERY LIMIT
SECTION\LOT LINE
GRID COORDINATES
EXISTING WATER COURSE
DATUM POINT
MPH
1.3 - 4
4 - 8
8 - 13
13 - 19
19 - 25
25 - 32
32 - 39
39 - 47
47+
E
GROUND SURVEY LIMITS
WELL (SURVEY 08/24/2012)
WELL (JBR 09/26/2012)
PRECIOUS METALS RECOVERY LLC
1:1500
PRECIOUS METALS RECOVERY LLC
DRY HILLS FACILITY PROJECT
DRY HILLS FACILITY
OVERALL SITE PLAN
H340940-0000-50-014-0001
REV.
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