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

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$$W ATERMARKD$$
MONITORING
WELL (MW-4)
H340940-0000-50-014-0002
N 4,474,840.00
(N 14,681,204.23)
N 4,474,800
(N 14,681,073.00)
N 4,474,700
(N 14,680,744.92)
E 553,600
(E 1,816,269.33)
BATTERY LIMIT E 553,608.28 (E 1,816.,276.51)
H340940-0000-50-014-0003 AREA PLOT PLAN
H340940-0000-50-014-0001
1 2 3 4 5 6 7 8
DATUM
EL. 4994.44’ (REF.)
N 4,474,852.99
(N 14,681,246.84)
PERIMETER SECURITY
FENCE
10’-0"
70’-0"
OVERALL SITE PLAN
DWG. NO.
DRY HILLS W ELL (DH-2)
E 553,643.19 (E 1,816,411.02)
DRAWING NO. DRAWING TITLE
REFERENCE DRAWINGS
N 4,474,840.98
(N 14,681,207.45)
SECURITY
FENCE/BERM.
T.O. BERM EL. 5095’-6"
NOM. GRADE
EL. 4985’-6"
OBSERVATION W ELL (OW-1)
E 553,683.74 (E 1,816,544.07)
UNDEVELOPED
E 553,700
(E 1,816,597.42)
20’-0"
85’-0"
N 4,474,812.28 (REF.)
(N 14,681,113.28)
N 4,474,798.55
(N 14,681,068.24)
N 4,474,749.46 (REF.)
(N 14,680,907.19)
MONITORING W ELL (MW-4)
E 553,730.00 (E 1,816,695.84)
40’-0"
(REF.)
E 553,743.92
7 10 16
(E 1,816,741.50)
BLDG. COL.
E 553,683.74 (REF.)
PROPOSED BLDG.
NE COR.
(NOTE 2)
(E 1,816,544.07)
E 553,750.10 (REF.)
(E 1,816,761.78)
9 BAYS @ 20’-0" = 180’-0"
HYD.
No.8
SE COR.
123’-0"
HYD.
No.2
6 BAYS @ 20’-0" = 120’-0"
FACILITY
(NOTE 2)
160’-0" (REF.)
PROCESS/STORAGE
PROPOSED BLDG.
PIPERACK
6’-0" (WIDE)
E 553,800
(E 1,816,925.50)
PERIMETER SECURITY
FENCE
ROADWAY
(40’-0" WIDE)
HYD.
No.3
SANITARY
WASTE WATER
DRAINAGE TRENCH
T.O. BERM
EL. 4995’-6"
SANITARY
WASTE WATER
STORAGE TANK
1540-TK-010
MATCHLINE FOR CONT. SEE DWG. No. H340940-0000-50-014-0003
E 553,872.49
(E 1,817,163.33)
8 BAYS @ 20’-0" = 160’-0"
67’-6"
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MONITORING
WELL (MW-1)
= 40’-0"
N 4,474,727.23
(N 14,680,834.25)
ISSUE FOR DESIGN J.C. S.S.2012-11-14 J. CHALMERS K. AWAN
ISSUE FOR DESIGN
DATE 2012-05-28 DATE 2012-05-28
J.C. S.S. 2012-10-11
CHECKED BY DISCIP. ENGR.
FOR WELL LOCATIONS (JBR) J.C. S.S. 2012-09-11
S. SENNIK D. KLUWAK
FS FINAL REPORT J.C. S.S.2012-07-30
DATE 2012-05-28 DATE 2012-05-28
FS FINAL REPORT J.C. S.S. 2012-07-05
DISCIPLINE ENGINEERING J.C. S.S. 2012-06-18
CLIENT REVIEW
2 BAYS @ 20’-0"
BATTERY LIMIT N 4,474,853.41 (N 14,681,248.24)
MAIN SECURITY
PASS GATE
(TRUCK UNLOADING)
E 553,900
ISSUE FOR DESIGN
(E 1,817,252.58)
E.C. S.S.2012-12-14 DESIGNED BY
J.C.
S.S. 2012-05-28
NO. DESCRIPTION BY CHK’D APP’D DATE REV. ISSUE FOR AUTH. BY DATE
REVISIONS
ISSUE AUTHORIZATION
0
J. CHALMERS
M. SUCHARDA
25 50
PROJ. DES. COORD.
SCALE IN FEET
S. SENNIK
100
DATE 2012-05-28 DATE 2012-05-28
DATE 2012-05-28
DRAWN BY
PROJ. ENGR.
PROJ. MGR. SCALE
NOTES:
1. FOR GENERAL NOTES SEE DWG.
H340940-0000-50-014-0001.
2. SURVEY COORDINATES AND ELEVATIONS SHOWN
3. WELL COODINATES FOR MW-2A, MW-3 AND MW-4
AS PROVIDED BY JBR (09/26/2012).
1"=50’
OR AS NOTED
ARE AS RECORDED BY SUMMIT ENGINEERING
(RYAN COOK - 08/24/2012).
LEGEND:
FACILITY FENCE
PERIMETER FENCE LINE
BERM FENCE
BATTERY LIMIT
ROADS
FIRE HYDRANT AND HOSE BOX
DATUM POINT
WELL (SURVEY 08/24/2012)
SURVEY POINTS (AUG 24)
WELL (JBR 09/26/2012)
THIS DRAWING
PRECIOUS METALS RECOVERY LLC
DRY HILLS FACILITY PROJECT
DWG. NO.
KEY PLAN
DRY HILLS FACILITY
PROCESS AREA
PLOT PLAN
H340940-0000-50-014-0002
1 2 3 4 5 6 7 8
SCALE 1"-500’
PRECIOUS METALS RECOVERY LLC
REV.
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