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101
RIVER BANK EXTRACTION WELL NETWORK
RB
-1A
-3
RB
-013
RB
-2A
-3
RB
-023
RB
-3A
-3
RB
-033
RB
-4A
-3
RB
-043
RB
-5A
-3
RB
-053
301
ABBREVIATIONS:
BWGW:CAGW:CIPR:ETOH:EXGW:FW:GPD:GPM:IRL:IRZ:lbs/daymg/L:NTH:TOC:TW:WMR:μg/L:
BACKWASH GROUNDWATERCARBON AMENDED GROUNDWATERCLEAN IN PLACE REAGENTETHANOLEXTRACTED GROUNDWATERFRESH WATERGALLONS PER DAYGALLONS PER MINUTEINNER RECIRCULATION LOOPIN-SITU REACTIVE ZONEPOUNDS PER DAYMILLIGRAMS PER LITERNATIONAL TRAIL HIGHWAYTOTAL ORGANIC CARBONTREATED WATERWELL MAINTENANCE REAGENTMICROGRAMS PER LITER
NOTES:
1. SPARE HEADERS AND FUTUREPROVISIONAL WELLS ARE NOT SHOWN.
G-06-01INNER RECIRCULATION LOOPCARBON AMENDED WELLS
G-06-02FRESHWATER HEADER
G-06-01IRL BACKWASH
G-06-01RIVER BANK EXTRACTIONWELL NETWORK HEADER201
307
INNER RECIRCULATION LOOPCARBON-AMENDED INJECTION WELL
NETWORK (TYP. OF XX=01 TO 04)
IRL-
XX
A-1IR
L-X
X1A
IRL-
XX
1B
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
G-05-01
INNER RECIRCULATION LOOPPROCESS FLOW DIAGRAM
08/27
/2014
, 13:1
7, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\PFD
.dwg,
Tab:
G-05
-01
BJW
NONE
BJW
BJWKLD
KLD
KLD
FILE
NA
ME
:P
LOT
DA
TE:
PLO
T TI
ME
:�P
LOTD
ATE
�PLO
TTIM
E
PT
PTPC
C-05-011" =20�
E2-
C-X
XX
-050
2AD
.DW
G
VMB
VMB
PC
WTH
4/5/139/8/14
INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN
01
TOPOCK GROUNDWATER REMEDIATION PROJECT
IRL-4 ACCESS ROAD SITE PLAN
0 60
HORZ: SCALE: 1"=20�
20 40
1
VMB09/08/14
VMB
VMBPT
VMBPT
LEGEND= EDGE OF ROAD= FLOW LINE
1.
NOTE:
REFER TO POINT LINE AND CURVE TABLEON C-07-25 FOR ROAD COORDINATES ANDSTATIONING WHICH IS IDENTICAL TOPIPELINE H STATIONING� EXCEPT FORBEGINNING AND ENDING POINTS.
C:\U
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ubba
rd\C
AD\T
opoc
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-C-X
XX-0
501.
dwg,
11X
17, 9
/3/2
014
1:11
:19
PM
FILE
NA
ME
:P
LOT
DA
TE:
PLO
T TI
ME
:$P
LOTD
ATE
$PLO
TTIM
E
PT
PTPC
C-05-021" =20'
E2-
C-X
XX
-050
2AD
.DW
G
VMB
VMB
PC
WTH
4/5/139/8/14
INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN
01
TOPOCK GROUNDWATER REMEDIATION PROJECT
IRL-4 ACCESS ROAD - SECTIONS
0 160
HORZ SCALE: 1"=40'
40 80
1
VMB09/08/14
VMB
VMBPT
VMBPT
0 30
VERT SCALE: 1" = 10'
10 20
SECTIONCSECTIOND
SECTIONB
SECTIONA
IRL-4 ACCESS ROAD
C:\U
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er.h
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rd\C
AD\T
opoc
k\E2
-C-X
XX-0
502.
dwg,
22X
34, 9
/3/2
014
12:1
2:42
PM
542
554
555
556
557
FILE
NA
ME
:P
LOT
DA
TE:
PLO
T TI
ME
:$P
LOTD
ATE
$PLO
TTIM
E
VMB
PTPH
C-05-031" =20'
E2-
C-X
XX
-050
3AD
.DW
G
VMB
VMB
PC
PH
4/5/139/8/14
INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN
01
TOPOCK GROUNDWATER REMEDIATION PROJECT
IRL-2 ACCESS ROADPLAN AND SECTION
6' 6'
21
21
2% 2%
MATCH EXISTING DIRT ROADSMOOTH TRANSITION
R=15'
R=50'
SMOOTH TRANSITIONMATCH EXISTING DIRT ROAD
EL. 555.4±
6'6'
PIPELINE "A"W
G
G
G
E
E
W
W
E
G
G
0 60
SCALE: 1"=20'
20 40
A-
SECTIONNTS
A
-
IRL-2 ACCESS ROAD - SITE PLAN1" = 20'
1
VMB09/08/14
VMB
VMBPT
VMBPT
C:\U
sers
\pet
er.h
ubba
rd\C
AD\T
opoc
k\E2
-C-X
XX-0
503.
DW
G, 2
2X34
, 8/2
0/20
14 2
:39:
00 P
M
FILE
NA
ME
:P
LOT
DA
TE:
PLO
T TI
ME
:$P
LOTD
ATE
$PLO
TTIM
E
VMB
PTPH
C-05-041" =5'-0"
E2-
C-X
XX
-050
4AD
.DW
G
VMB
VMB
PCPH
4/5/139/8/14
INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN
01
TOPOCK GROUNDWATER REMEDIATION PROJECT
INNER RECIRCULATION LOOPINJECTION WELL IRL-1
SITE PLAN
INJECTION WELLAND METER VAULT ,FOR STRL. DET,SEE DWGS S-05-01THROUGH S-05-05.
IRL-1
TW
TW
FO
FO TW
TW
G
G
G
E
FO
FO
FOR MECHANICAL DRAWINGSOF VAULT. SEE DWGS M-05-05AND M-05-06.
EXISTINGHANDHOLE FOR FOCONDUIT
0 15
SCALE: 1"=5'
5 10IRL-1 WELL, METER AND VALVE VAULT SITE PLAN1" = 5'
MATCH LINE FOR CONTINUATION
SEE SHEET C-07-22
"PIPELINE A"
MATCH LINE FOR CONTINUATION
SEE SHEET C-07-21
"PIP
ELINE A
"
4"FO
12 KV (BELOW)
4"SP
6"CA
6"FW
6"FW
8"RW
8"SP
8"x 6" REDUCER
4"FO, 2"FO
12 KV (BELOW)
2"E, 2"SP
6"CA
6"FW
6"FW
6"RW
6"SP
6"RW
6"FW
6"CA
2" FO
2"E
TYP. OF 2
FOR INJECTION WELL AND METER VAULT STRUCTURALDETAILS, SEE DWGS. S-05-01 THROUGH S-05-05.
FOR WELL, METER AND VALVE VAULT MECHANICALDETAILS, SEE DWGS. M-05-05 AND M-05-06.
SURVEILLANCE CAMERA LOCATION AND DETAILS TOBE DETERMINED LATER.
1.
2.
3.
NOTES:
1
VMB09/08/14
VMB
VMBPT
VMBPT
C:\U
sers
\pet
er.h
ubba
rd\C
AD\T
opoc
k\E2
-C-X
XX-0
504.
DW
G, 2
2X34
, 8/2
0/20
14 2
:46:
24 P
M
FILE
NA
ME
:P
LOT
DA
TE:
PLO
T TI
ME
:$P
LOTD
ATE
$PLO
TTIM
E
VMB
PTPH
C-05-051" =5'-0"
E2-
C-X
XX
-050
5AD
.DW
G
VMB
VMB
PC
PH
4/5/139/8/14
INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN
01
TOPOCK GROUNDWATER REMEDIATION PROJECT
INNER RECIRCULATION LOOPINJECTION WELL IRL-2
SITE PLAN
IRL-2
DIRT
ROAD
G
G
FO
TW
TW
FO
T
FOTW
4" DR
6" RW
6" CA
2" FO
4" D
R
4" D
R
4" D
R
6" FW
0 15
SCALE: 1"=5'
5 10IRL-2 WELL, METER AND VALVE VAULT SITE PLAN1" = 5'
FOR INJECTION WELL AND METER VAULT STRUCTURALDETAILS, SEE DWGS. S-05-01 THROUGH S-05-05.
FOR WELL, METER AND VALVE VAULT MECHANICALDETAILS, SEE DWGS. M-05-05 AND M-05-06.
SURVEILLANCE CAMERA LOCATION AND DETAILS TOBE DETERMINED LATER.
1.
2.
3.
NOTES:
MATCH LINE FOR CONTINUATION
SEE SHEET C-07-21
TO "P
IPEL
INE
A"
"PIP
ELIN
E A"
"PIP
ELIN
E A"
4" E
1
VMB09/08/14
VMB
VMBPT
VMBPT
C:\U
sers
\pet
er.h
ubba
rd\C
AD\T
opoc
k\E2
-C-X
XX-0
505.
DW
G, 2
2X34
, 8/2
0/20
14 2
:49:
51 P
M
NODE 5 SEE DWGE-00-09 FOR SITE PLAN
PBX-5BA
A3C-07-100
H2C-07-102
A2C-07-100
SEE NOTE 3
PBX-T5A
TW, FO
XFMR-05
FILE
NA
ME
:P
LOT
DA
TE:
PLO
T TI
ME
:$P
LOTD
ATE
$PLO
TTIM
E
VMB
PTPH
C-05-061" =5'-0"
E2-
C-X
XX
-050
6AD
.DW
G
VMB
VMB
PC
PH
4/5/139/8/14
INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN
01
TOPOCK GROUNDWATER REMEDIATION PROJECT
INNER RECIRCULATION LOOPINJECTION WELL IRL-3
SITE PLAN
IRL-3 WELL, METER AND VALVE VAULT SITE PLAN1" = 5'
0 30
SCALE: 1" = 10'
10 20
1
VMB09/08/14
VMB
VMBPT
VMBPT
1.
2.
NOTES:
FOR IRL-3 WELL AND METER VAULT STRUCTURALDETAILS, SEE DWGS. S-05-01 THROUGH S-05-05.
FOR WELL, METER AND VALVE VAULT MECHANICALDETAILS, SEE DWGS. M-05-05 AND M-05-06.
3. PG&E IS STILL EVALUATING OPTIONS TO OPTIMIZETHE NODE 5 FOOTPRINT.
4. SEE E-05-03 FOR ELECTRICAL SITE PLAN AT IRL-3.
C:\U
sers
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k\E2
-C-X
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506.
DW
G, 2
2X34
, 9/5
/201
4 2:
19:2
5 PM
559
558
557
556
FILE
NA
ME
:P
LOT
DA
TE:
PLO
T TI
ME
:$P
LOTD
ATE
$PLO
TTIM
E
VMB
PTPC
C-05-071" =5'-0"
E2-
C-X
XX
-050
7AD
.DW
G
VMB
VMB
PC
PH
4/5/139/8/14
INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN
01
TOPOCK GROUNDWATER REMEDIATION PROJECT
INNER RECIRCULATION LOOPINJECTION WELL IRL-4
SITE PLAN
SECONDARY CONTAINMENTSTRUCTURE AND PUMP STATION ANDMETER BOX, FOR STRUCTURAL DWGS-02-XX.
24" SD
0 15
SCALE: 1"=5'
5 10
IRL-4 METER AND VALVE VAULT SITE PLAN1" = 5'
IRL-4 WELL VAULT SITE PLAN1" = 5'
4" DR
6"SP
6"RW/10"SC
6"CA
2"E
2"E, 2"FO
2"E, 2"SP
MATCH LINE FOR CONTINUATION
SEE SHEET C-05-01
"PIPELINE H
"
FOR INJECTION WELL AND METER VAULT STRUCTURALDETAILS, SEE DWGS. S-05-01 THROUGH S-05-05.
FOR WELL, METER AND VALVE VAULT MECHANICALDETAILS, SEE DWGS. M-05-05 AND M-05-06.
SURVEILLANCE CAMERA LOCATION AND DETAILS TOBE DETERMINED LATER.
1.
2.
3.
NOTES:
6"FW
1
VMB09/08/14
VMB
VMBPT
VMBPT
6"DR
6"SP
6"CA
2"E
2"E, 2"FO
2"E, 2"SP
MATCH LINE FOR CONTINUATION
SEE SHEET C-05-01
"PIPELINE H"
6"RW
6"FW
6"CA
4"E
2"F0, 2"SP
6"SP
MATCH LINE FOR C
ONTINUATION
SEE SHEET C
-05-01
"PIPELINE H"
6"RW/10"SC
6"FW
C:\U
sers
\pet
er.h
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rd\C
AD\T
opoc
k\E2
-C-X
XX-0
507.
DW
G, 2
2X34
, 8/2
0/20
14 3
:40:
54 P
M
10+00 11+00 12+00 13+00
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/2
7/20
14, 1
3:50
, G:\G
raph
ics\
AR
\TO
PO
CK
-01\
Pos
t 90%
\C-0
4-01
to 1
1_C
-05-
08 to
13A
cces
sRoa
d.dw
g, T
ab: C
-05-
08-
C-05-08
ACCESS ROAD - PLAN(SCALE: 1" = 20')
ACCESS ROAD-PLAN AND PROFILE - PIPELINE "G"
STA 10+00 TO STA 13+50
0 60
HORIZ: SCALE: 1"=20'
20 40
0 30
VERT: SCALE: 1"=10'
10 20
MATCHLINE FOR CONTINUATION SEE SHEET C-05-09
BAS
1" = 20'
KLD
BAS
ACCESS ROAD - PROFILE(SCALE: 1" = 20' H; 1" = 10' V)
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-09
450
440
500
490
480
470
460
450
440
500
490
480
470
460
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
4-01
1
C-05-13
TYPICAL ACCESS ROAD CONSTRUCTIONDETAIL CROSS SECTION SHOWN ONSHEET C-05-13.
1
1
14+00 15+00 16+00 17+00 18+00 19+00
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/2
7/20
14, 1
3:50
, G:\G
raph
ics\
AR
\TO
PO
CK
-01\
Pos
t 90%
\C-0
4-01
to 1
1_C
-05-
08 to
13A
cces
sRoa
d.dw
g, T
ab: 0
9-
C-05-09
ACCESS ROAD - PLAN(SCALE: 1" = 20')
ACCESS ROAD-PLAN AND PROFILE - PIPELINE "G"
STA 13+50 TO STA 19+00
0 60
HORIZ: SCALE: 1"=20'
20 40
0 30
VERT: SCALE: 1"=10'
10 20
MA
TCH
LIN
E
FOR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-10
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-08
BAS
1" = 20'
KLD
BAS
ACCESS ROAD - PROFILE(SCALE: 1" = 20' H; 1" = 10' V)
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
4-03
450
440
500
490
480
470
460
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-08
450
440
500
490
480
470
460
NOTE:TYPICAL ACCESS ROAD CONSTRUCTION DETAILCROSS SECTION SHOWN ON SHEET C-05-13.
19+00 20+00 21+00 22+00 23+00 24+00
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/2
7/20
14, 1
3:50
, G:\G
raph
ics\
AR
\TO
PO
CK
-01\
Pos
t 90%
\C-0
4-01
to 1
1_C
-05-
08 to
13A
cces
sRoa
d.dw
g, T
ab: 1
0-
C-05-10
ACCESS ROAD-PLAN AND PROFILE - PIPELINE "G"
STA 19+00 TO STA 24+50
0 60
HORIZ: SCALE: 1"=20'
20 40
0 30
VERT: SCALE: 1"=10'
10 20ACCESS ROAD - PLAN(SCALE: 1" = 20')
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-09
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
S
EE
SH
EE
T C
-05-
11
BAS
1" = 20'
KLD
BAS
ACCESS ROAD - PROFILE(SCALE: 1" = 20' H; 1" = 10' V)
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-11
450
440
500
490
480
470
460
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-09
450
440
500
490
480
470
460
NOTE:TYPICAL ACCESS ROAD CONSTRUCTION DETAILCROSS SECTION SHOWN ON SHEET C-05-13.
25+00 26+00 27+00 28+00 29+00
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/2
7/20
14, 1
3:51
, G:\G
raph
ics\
AR
\TO
PO
CK
-01\
Pos
t 90%
\C-0
4-01
to 1
1_C
-05-
08 to
13A
cces
sRoa
d.dw
g, T
ab: 1
1-
C-05-11
ACCESS ROAD - PLAN(SCALE: 1" = 20')
ACCESS ROAD-PLAN AND PROFILE - PIPELINE "G"
STA 24+50 TO STA 29+50
0 60
HORIZ: SCALE: 1"=20'
20 40
0 30
VERT: SCALE: 1"=10'
10 20
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
S
EE
SH
EE
T C
-05-
10
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
S
EE
SH
EE
T C
-05-
12
BAS
1" = 20'
KLD
BAS
ACCESS ROAD - PROFILE(SCALE: 1" = 20' H; 1" = 10' V)
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-12
450
440
500
490
480
470
460
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-10
450
440
500
490
480
470
460
NOTE:TYPICAL ACCESS ROAD CONSTRUCTION DETAILCROSS SECTION SHOWN ON SHEET C-05-13.
30+00 31+00 32+00 33+00 34+00
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/2
7/20
14, 1
3:51
, G:\G
raph
ics\
AR
\TO
PO
CK
-01\
Pos
t 90%
\C-0
4-01
to 1
1_C
-05-
08 to
13A
cces
sRoa
d.dw
g, T
ab: 1
2-
C-05-12
ACCESS ROAD - PLAN(SCALE: 1" = 20')
ACCESS ROAD-PLAN AND PROFILE - PIPELINE "G"
STA 29+50 TO STA 33+17
0 60
HORIZ: SCALE: 1"=20'
20 40
0 30
VERT: SCALE: 1"=10'
10 20
MATCHLINE FOR CONTINUATION SEE SHEET C-05-11
BAS
1" = 20'
KLD
BAS
ACCESS ROAD - PROFILE(SCALE: 1" = 20' H; 1" = 10' V)
450
440
500
490
480
470
460
MA
TCH
LIN
E F
OR
CO
NTI
NU
ATI
ON
SE
E S
HE
ET
C-0
5-11
450
440
500
490
480
470
460
NOTE:TYPICAL ACCESS ROAD CONSTRUCTION DETAILCROSS SECTION SHOWN ON SHEET C-05-13.
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/2
7/20
14, 1
3:51
, G:\G
raph
ics\
AR
\TO
PO
CK
-01\
Pos
t 90%
\C-0
4-01
to 1
1_C
-05-
08 to
13A
cces
sRoa
d.dw
g, T
ab: C
-05-
13
C-05-13
ACCESS ROAD-TYPICAL ROAD SECTION
BAS
1" = 20'
KLD
BAS
1C-05-08 THRU' C-05-12
SECTIONNOT TO SCALE
NOTES:1. AGGREGATE BASE MATERIAL SHOULD MEET CALTRANS SPECIFICATION
FOR CLASS 2 AGGREGATE BASE.2. SUBBASE MATERIAL SHOULD MEET CALTRANS SPECIFICATION FOR CLASS
2 AGGREGATE BASE OR CLASS 1 OR 2 AGGREGATE SUBBASE.3. IF ONLY CLASS 2 AGGREGATE BASE IS USED IN THE ROAD SECTION, THE
GEOTEXTILE MAY BE OMITTED.
AGGREGATE BASE
SUBBASE
CALTRANS CLASSA2 GEOTEXTILE
6"
10"
(SEE NOTE 1)
(SEE NOTE 2)
(SEE NOTE 3)
SUBGRADE
8'-0"
4'-0
"
ALUMINUMDIAMOND PLATE
VAULT ACCESSDOOR WALKING
SURFACE
8'-0" X 4'-0" ALUMINUM DRAINAGE VAULTACCESS DOOR (SEE SCHEDULE ONSHEET S-00-05 FOR VAULT ACCESS LOADRATING REQUIRED)
10"MIN
10"M
IN
10"MIN
10"M
IN
ALUMINUM DIAMONDPLATE VAULT ACCESSDOOR WALKING SURFACE
A
B
WELL METER VAULT
INNER RECIRCULATION LOOPEXTRACTION WELL VAULTS TYPE 1
- PLAN
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
INNER RECIRCULATION LOOP EXTRACTION WELL VAULT TYPE 1 - PLAN1"=1'-0"
0 3'
SCALE: 1"=1'-0"
2'1'
S-05-03
S-05-03
S-05-01
8'-0"
4'-0
"6" MIN
6" MIN
6"MIN
6"MIN 6"6"
6"6"
2'-0
"S
UM
P
2'-0"SUMP
BOTTOM SLABEL. 0'-0"
SLOPE
SLOPE
A
B
LOW POINT CONCRETEFILL EL. +0'-2"
HIGH POINT CONCRETEFILL EL. +0'-3"
INNER RECIRCULATIONLOOP EXTRACTION WELL
VAULTS - FOUNDATION PLAN
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
INNER RECIRCULATION LOOP EXTRACTION WELL VAULT- FOUNDATION PLAN1"=1'-0"
0 3'
SCALE: 1"=1'-0"
2'1'
S-05-03
S-05-03
S-05-02
HIGH POINT CONCRETEFILL EL. +0'-3"
LOW POINT CONCRETEFILL @ SUMP EL. +0'-2"
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
CONCRETEFILL
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
2"-0" SQUARE SUMPFORMED BY CONCRETEFILL (IN BACKGROUND)
WELL METER VAULT
WELL METER VAULT
INNER RECIRCULATION LOOPEXTRACTION WELLVAULTS - SECTIONS
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
0 3'
SCALE: 1"=1'-0"
2'1'
AS-05-01, S-05-02
INNER RECIRCULATION LOOP EXTRACTION WELL METER TYPE 1 - SECTION1" = 1'-0"
BS-05-01, S-05-02
INNER RECIRCULATION LOOP EXTRACTION WELL VAULT TYPE 1 - SECTION1" = 1'-0"
S-05-03
2S-00-06
1S-00-06
8'-0"
4'-0
"
5'-0"
4'-0
"
ALUMINUMDIAMOND PLATE
VAULT ACCESSDOOR WALKING
SURFACE
8'-0" X 4'-0" ALUMINUM DRAINAGE VAULTACCESS DOOR (SEE SCHEDULE ONSHEET S-00-05 FOR VAULT ACCESS LOADRATING REQUIRED)
10"MIN10"MIN
10"M
IN10
"MIN
10"MIN
10"M
IN
10"MIN
10"M
IN
ALUMINUM DIAMONDPLATE VAULT ACCESSDOOR WALKING SURFACE
5'-0" X 4'-0" ALUMINUM DRAINAGE VAULTACCESS DOOR (SEE SCHEDULE ONSHEET S-00-05 FOR VAULT ACCESS LOADRATING REQUIRED)
C
A
B
WELL METER VAULT
WELL A VAULT
INNER RECIRCULATIONLOOP INJECTION WELLVAULTS - TYPE 1 - PLAN
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
INNER RECIRCULATION LOOP INJECTION WELL METER VAULT AND WELL VAULT TYPE 1 - PLAN1"=1'-0"
0 3'
SCALE: 1"=1'-0"
2'1'
S-05-07
S-05-07
S-05-07
S-05-04
8'-0"
4'-0
"
4'-0" SQUARE ACCESSHATCH (WITH SOLIDCOVER)
REMOVABLE PRECASTCONCRETE TOP SLAB
2'-0"
2'-0
"
2'-0" DIAMETER ACCESSHATCH (WITH SOLID LID
COVER)
3"
3"
LIFTING INSERTCAST-IN PRECASTCONCRETE TOP SLAB(TYP 4 CORNERS)
5'-0"
4'-0
"
4'-0" SQUARE ACCESSHATCH (WITH SOLIDCOVER)
6" 4'-0" 6"
LC
LC
ACCESS LADDER
6"MIN
6"MIN
6" MIN
6" MIN
1'-0
"M
IN1'
-0"
MIN
1'-0"MIN
1'-0"MIN
1'-3"
A
B
C
WELL B VAULT
WELL A VAULT
5'-0"
4'-0
"
6" 4'-0" 6"
1'-0
"M
IN1'
-0"
MIN
1'-0"MIN
1'-0"MIN
INNER RECIRCULATION LOOPINJECTION WELL VAULTS
TYPE 2 - PLAN
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
INNER RECIRCULATION LOOP INJECTION WELL METER VAULT AND WELL VAULT TYPE 2 - PLAN1"=1'-0"
0 3'
SCALE: 1"=1'-0"
2'1'
S-05-08
S-05-08
S-05-05
8'-0"
4'-0
"
4'-0
"
6" MIN
6" MIN
6"MIN
6"MIN
6" MIN
6" MIN
6"6"
6"6"
6" 6"6"
MIN 5'-0"6"
MIN
6"6"
6" MIN
4'-0
"6" MIN
6"6"
5'-0"6"
MIN6"
MIN 6"6"
2'-0
"S
UM
P
2'-0"SUMP
BOTTOM SLABEL. 0'-0"
SLOPE
SLOPE
2'-0"
2'-0
"S
UM
P
SUMP
2'-0
"S
UM
P
2'-0"SUMP
A
B
CWELL A VAULT
WELL B VAULT
LOW POINT CONCRETEFILL EL. +0'-2"
HIGH POINT CONCRETEFILL EL. +0'-3"
HIGH POINT CONCRETEFILL EL. +0'-3"
LOW POINT CONCRETEFILL EL. +0'-2"
INNER RECIRCULATION LOOPINJECTION WELL VAULTS -
FOUNDATION PLAN
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
INNER RECIRCULATION LOOP INJECTION WELL METER VAULT AND WELL VAULTS - FOUNDATION PLAN1"=1'-0"
0 3'
SCALE: 1"=1'-0"
2'1'
S-05-06
S-05-07S-05-08
S-05-07S-05-08
S-05-07S-05-08
HIGH POINT CONCRETEFILL EL. +0'-3"
LOW POINT CONCRETEFILL @ SUMP EL. +0'-2"
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
CONCRETEFILL
CONCRETEFILL
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
LOW POINT CONCRETEFILL @ SUMP EL. +0'-2"
HIGH POINT CONCRETEFILL EL. +0'-3"
2"-0" SQUARE SUMPFORMED BY CONCRETEFILL (IN BACKGROUND)
2"-0" SQUARESUMP FORMEDBY CONCRETEFILL
WELL METER VAULT
WELL VAULT
WELL VAULT
WELL METER VAULT
INNER RECIRCULATION LOOPINJECTION WELL VAULTS -SECTIONS SHEET 1 OF 2
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
0 3'
SCALE: 1"=1'-0"
2'1'
AS-05-04, S-05-06
INNER RECIRCULATION LOOP INJECTION WELL METER VAULT AND WELL VAULT TYPE 1 - SECTION1" = 1'-0"
BS-05-04, S-05-06
INNER RECIRCULATION LOOP INJECTION WELL METER VAULT TYPE 1 - SECTION1" = 1'-0" C
S-05-04, S-05-06
INNER RECIRCULATION LOOP INJECTION WELL VAULT TYPE 1 - SECTION1" = 1'-0"
S-05-07
2S-00-06
2S-00-06
1S-00-06
1S-00-06
HIGH POINT CONCRETEFILL EL. +0'-3"
LOW POINT CONCRETEFILL @ SUMP EL. +0'-2"
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
CONCRETEFILL
CONCRETEFILL
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
DE
PTH
(SE
E S
CH
ED
ULE
ON
SH
EE
T S
-00-
05)
LOW POINT CONCRETEFILL @ SUMP EL. +0'-2"
HIGH POINT CONCRETEFILL EL. +0'-3"
2"-0" SQUARE SUMPFORMED BY CONCRETEFILL (IN BACKGROUND)
2"-0" SQUARE SUMPFORMED BY CONCRETEFILL
REMOVABLEPRECAST
CONCRETETOP SLAB
2'-0" DIAMETERACCESS HATCH (WITH
SOLID LID COVER)
REMOVABLE PRECASTCONCRETE TOP SLAB
4'-0" SQUARE ACCESSHATCH (WITH SOLID
LID COVER)
4'-0" SQUARE ACCESSHATCH (WITH SOLIDLID COVER)
WELL METER VAULT WELL VAULT
WELL VAULT
WELL METER VAULT
INNER RECIRCULATION LOOPINJECTION WELL VAULTS -SECTIONS - SHEET 2 OF 2
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
AS SHOWN
GWEMSL
GWE
GWE
MSL
MSL
AS-05-05, S-05-06
INNER RECIRCULATION LOOP INJECTION WELL METER VAULT AND WELL VAULT TYPE 2 -1" = 1'-0"
0 3'
SCALE: 1"=1'-0"
2'1'
BS-05-05, S-05-06
INNER RECIRCULATION LOOP INJECTION WELL METER VAULT TYPE 2 - SECTION1" = 1'-0" C
S-05-05, S-05-06
INNER RECIRCULATION LOOP INJECTION WELL VAULT TYPE 2 - SECTION1" = 1'-0"
SECTION
S-05-08
4S-00-06
3S-00-06
1'-0
"
1'-0
"
1'-0
"
1'-0
"
1 2" PVC DROP PIPE
2 CUSTOM TAPERED WELL FLANGE
3 WELL CASING (MATERIALS TBD)
4 1" PVC TUBING (STILLING WELL WITH PRESSURE TRANSDUCER)
5 ANNULAR SPACE, 100% NEAT CEMENT GROUT
6 ANNULAR SPACE, TRANSITION SAND (SIZE TBD)
7 ANNULAR SPACE, FILTER PACK (SIZE TBD)
8 WELL SCREEN (MATERIALS & TYPE TBD)
9 SUMP
10 GROUNDWATER EXTRACTION PUMP
11 1/4" DIAMETER HOSE FROM PACKER TO FILL ASSEMBLY
12 PNEUMATIC WELL PACKER
13 3/4" PACKER PRESSURE RELIEF SAFETY VALVE
A
DEPTH 2.0' TOP OF CASING
MEASURINGPOINT
0' GROUND SURFACEHEIGHT 0.25' TOP OF VAULT
BOTTOM OF VAULTTOP OF NEAT CEMENT SEAL
SEE SINGLE WELLSCREEN FLANGE DETAIL
MBOTTOM OF FILTER PACKBOTTOM OF BORING
TOP OF DEEP SCREENK
BOTTOM OF DEEP SCREENL
BOTTOM OF NEAT CEMENT SEALTOP OF TRANSITION SANDH
BOTTOM OF TRANSITION SANDTOP OF FILTER PACK
I
B STATIC WATER LEVEL
1" PVC STILLING WELLPENETRATION
1" PUMP LEADWIRE PENETRATION
NOTES:1. ALL DEPTH INTERVALS 'A' THRU 'K' ARE IN FEET BELOW GROUND SURFACE.2. ALL COORDINATES BASED ON NAD83, CA ZONE V.3. ALL WELL SEALS ARE 100% NEAT CEMENT.4. ALL ABOVE-GRADE PIPING AND INSTRUMENTATION INSTALLED IN ACCORDANCE WITH THE P&ID AND THE WELLHEAD MECHANICAL LAYOUT
STILLING WELLANCHORED TOINJECTION DROP PIPEWITH DRILLER'S TAPE(PVC TYPE, 20 MIL MIN.)
2" SPARE PIPEPENETRATION (PLUGGED)
DEPTH
DEPTH
DEPTHDEPTH
DEPTH
DEPTH
DEPTH
2" PVC DROPPIPE PENETRATION
3/4" PRESSURERELIEF
1" PVC STILLINGWELL PENETRATION
1" PUMP LEADWIRE PENETRATION
14" PACKER INFLATION
TUBE PENETRATION1
4" PACKER INFLATIONTUBE PENETRATION
2" PVC DROPPIPE PENETRATION
TOP OF SHALLOW SCREENDEPTH
BOTTOM OF SHALLOW SCREEN
DEPTHBOTTOM OF NEAT CEMENT SEALTOP OF TRANSITION SAND
BOTTOM OF TRANSITION SANDTOP OF FILTER PACK
DEPTH
BOTTOM OF NEAT CEMENT SEALTOP OF TRANSITION SAND
BOTTOM OF TRANSITION SANDTOP OF FILTER PACK
DEPTHDEPTH
C
D
E
F
G
PUMP INTAKEJDEPTH
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
INNER RECIRCULATION LOOPEXTRACTION WELL
CONSTRUCTION DETAILS
08/26
/2014
, 15:2
9, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\Well
Con
struc
tion D
etails
.dwg,
Tab:
M-05
-01
AS NOTEDM-05-01
A RIVERBANK DUAL SCREEN EXTRACTION WELL DETAILNO SCALE
SEE WELL CONSTRUCTION SCHEDULE SHEET M-X-01 FOR REPRESENTATIVEDEPTHS. WELL DIAMETER EXAGGERATED TO SHOW DETAIL.
B DUAL SCREEN WELL FLANGE DETAILNO SCALE
C EXTRACTION WELL PACKER DETAILNO SCALE
JPB
JPB
JPBBEH
BEH
BEH
NOTES:1. ALL DEPTH INTERVALS 'A' THRU 'K' ARE IN FEET BELOW GROUND SURFACE.2. ALL COORDINATES BASED ON NAD83, CA ZONE V.3. ALL WELL SEALS ARE 100% NEAT CEMENT WITH UP TO 6% BENTONITE.4. ALL ABOVE-GRADE PIPING AND INSTRUMENTATION INSTALLED IN ACCORDANCE WITH THE P&ID AND THE WELLHEAD MECHANICAL LAYOUT.
DEPTH A
TOP OF SHALLOW SCREEN
TOP OF TRANSITION SAND
DEPTH 2.0' TOP OF CASING
F
O
N
0' GROUND SURFACEHEIGHT 0.25' TOP OF VAULT
BOTTOM OF VAULTTOP OF UPPER NEAT CEMENT SEAL
BOTTOM OF DEEP FILTER PACKBOTTOM OF BORING
BOTTOM OF TRANSITION SANDTOP OF SHALLOW FILTER PACKC
TOP OF DEEP SCREEN
L
BOTTOM OF DEEP SCREEN
M
BOTTOM OF TRANSITION SANDTOP OF LOWER NEAT CEMENT SEAL
H
BOTTOM OF LOWER NEAT CEMENT SEALTOP OF TRANSITION SAND
I
BOTTOM OF UPPER NEAT CEMENT SEALTOP OF TRANSITION SANDDEPTH B
BOTTOM OF TRANSITION SANDTOP OF DEEP FILTER PACK
J
D STATIC WATER LEVEL
SEE DUAL SCREEN INJECTIONWELL FLANGE DETAIL
1" COMPRESSION FITTING
STILLING WELL ANCHORED TO INJECTION DROPPIPE WITH DRILLER'S TAPE (PVC TYPE, 20 MIL MIN.)
SEE INJECTION WELLPACKER DETAIL
DEPTHDEPTH
DEPTH
DEPTH
DEPTH
DEPTHDEPTH
DEPTH
DEPTH
DEPTH
1" COMPRESSION FITTING
PUMP INTAKEEDEPTH
PUMP INTAKE
K
DEPTH
14" PACKER INFLATION
TUBE PENETRATION
1" PVC STILLING WELLPENETRATION
34" PRESSURE RELIEF
1-12" 316 SS DROPPIPE PENETRATION
2" 316 SS INJECTIONPIPE PENETRATION
1" PUMP LEADWIRE PENETRATION
12" PACKER INFLATION
TUBE PENETRATION
2" 316 SS INJECTION DROPPIPE PENETRATION
1" PVC STILLING WELLPENETRATION
2" 316 SS INJECTION DROPPIPE PENETRATION
1" PVC STILLING WELLPENETRATION
BACKWASH PUMP LEADWIRE PENETRATIONS
1 2" 316 SS DROP PIPE
2 CUSTOM TAPPED WELL FLANGE
3 14" DIAMETER HOSE FROM PACKER TO FILL ASSEMBLY
4 PNEUMATIC WELL PACKER
5 WELL CASING (316L SS)
6 1" PVC TUBING (STILLING WELL WITH PRESSURE TRANSDUCER)
7 ANNULAR SPACE, NEAT CEMENT GROUT WITH UP TO 6% BENTONITE
8 ANNULAR SPACE, TRANSITION SAND (SIZE TBD)
9 ANNULAR SPACE, FILTER PACK (TYPE TBD)
10 WELL SCREEN (316L SS, WIRE-WOUND)
11 ASR VALVE
12 SUMP
13 34" PACKER PRESSURE RELIEF SAFETY VALVE
14 BACKWASH PUMP
BOTTOM OF SHALLOW SCREENGDEPTH
UNIONCONNECTED
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
INNER RECIRCULATION LOOPTYPE 1 INJECTION WELLCONSTRUCTION DETAILS
08/26
/2014
, 15:2
9, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\Well
Con
struc
tion D
etails
.dwg,
Tab:
M-05
-02
AS NOTEDM-05-02
A WITH BACKWASH PUMP DETAILNO SCALE
B IRL DUAL SCREEN WELL FLANGE DETAILNO SCALE
SEE WELL CONSTRUCTION SCHEDULE SHEET M-X-01 FOR REPRESENTATIVEDEPTHS. WELL DIAMETER EXAGGERATED TO SHOW DETAIL.
IRL DUAL SCREEN INJECTION WELL
C INJECTION WELL PACKER DETAILNO SCALE
JPB
JPB
JPBBEH
BEH
BEH
NOTES:1. ALL DEPTH INTERVALS 'A' THRU 'K' ARE IN FEET BELOW GROUND SURFACE.2. ALL COORDINATES BASED ON NAD83, CA ZONE V.3. ALL WELL SEALS ARE 100% NEAT CEMENT WITH UP TO 6% BENTONITE.4. ALL ABOVE-GRADE PIPING AND INSTRUMENTATION INSTALLED IN ACCORDANCE WITH THE P&ID AND THE WELLHEAD MECHANICAL LAYOUT.
DEPTH A
TOP OF SHALLOW SCREEN
TOP OF TRANSITION SAND
DEPTH 2.0' TOP OF CASING
F
O
N
0' GROUND SURFACEHEIGHT 0.25' TOP OF VAULT
BOTTOM OF VAULTTOP OF UPPER NEAT CEMENT SEAL
BOTTOM OF DEEP FILTER PACKBOTTOM OF BORING
BOTTOM OF TRANSITION SANDTOP OF SHALLOW FILTER PACKC
TOP OF DEEP SCREEN
L
BOTTOM OF DEEP SCREEN
M
BOTTOM OF TRANSITION SANDTOP OF LOWER NEAT CEMENT SEAL
H
BOTTOM OF LOWER NEAT CEMENT SEALTOP OF TRANSITION SAND
I
BOTTOM OF UPPER NEAT CEMENT SEALTOP OF TRANSITION SANDDEPTH B
BOTTOM OF TRANSITION SANDTOP OF DEEP FILTER PACK
J
D STATIC WATER LEVEL
SEE DUAL SCREEN INJECTIONWELL FLANGE DETAIL
1" COMPRESSION FITTING
STILLING WELL ANCHORED TO INJECTION DROPPIPE WITH DRILLER'S TAPE (PVC TYPE, 20 MIL MIN.)
SEE INJECTION WELLPACKER DETAIL
DEPTHDEPTH
DEPTH
DEPTH
DEPTH
DEPTHDEPTH
DEPTH
DEPTH
DEPTH
1" COMPRESSION FITTING
PUMP INTAKEEDEPTH
PUMP INTAKE
K
DEPTH
14" PACKER INFLATION
TUBE PENETRATION
1" PVC STILLING WELLPENETRATION
34" PRESSURE RELIEF
1-12" 316 SS DROPPIPE PENETRATION
2" 316 SS INJECTIONPIPE PENETRATION
1" PUMP LEADWIRE PENETRATION
12" PACKER INFLATION
TUBE PENETRATION
2" 316 SS INJECTION DROPPIPE PENETRATION
1" PVC STILLING WELLPENETRATION
2" 316 SS INJECTION DROPPIPE PENETRATION
1" PVC STILLING WELLPENETRATION
BACKWASH PUMP LEADWIRE PENETRATIONS
1 2" 316 SS DROP PIPE
2 CUSTOM TAPPED WELL FLANGE
3 14" DIAMETER HOSE FROM PACKER TO FILL ASSEMBLY
4 PNEUMATIC WELL PACKER
5 WELL CASING (316L SS)
6 1" PVC TUBING (STILLING WELL WITH PRESSURE TRANSDUCER)
7 ANNULAR SPACE, NEAT CEMENT GROUT WITH UP TO 6% BENTONITE
8 ANNULAR SPACE, TRANSITION SAND (SIZE TBD)
9 ANNULAR SPACE, FILTER PACK (TYPE TBD)
10 WELL SCREEN (316L SS, WIRE-WOUND)
11 ASR VALVE
12 SUMP
13 34" PACKER PRESSURE RELIEF SAFETY VALVE
14 BACKWASH PUMP
BOTTOM OF SHALLOW SCREENGDEPTH
UNIONCONNECTED
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
INNER RECIRCULATION LOOPTYPE 2 INJECTION WELLCONSTRUCTION DETAILS
08/26
/2014
, 15:2
9, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\Well
Con
struc
tion D
etails
.dwg,
Tab:
M-05
-03
M-05-03
A WITH BACKWASH PUMP DETAILNO SCALE
B IRL DUAL SCREEN WELL FLANGE DETAILNO SCALE
SEE WELL CONSTRUCTION SCHEDULE SHEET M-X-01 FOR REPRESENTATIVEDEPTHS. WELL DIAMETER EXAGGERATED TO SHOW DETAIL.
IRL DUAL SCREEN INJECTION WELL
C INJECTION WELL PACKER DETAILNO SCALE
JPB
AS NOTED
JPB
JPBBEH
BEH
BEH
1
2
5
24"X24"X10"ELECTRICAL
PANEL
2"X1"1"X2"
TRANSITION FROM2" SCH 80 PVC TO
2" HDPE
6
7
330"X30"X8"
CONTROL PANEL
WELLCASING
12"X10"X7TRANSFORMER
CONTROL PANEL(30"X30"X8")
VAULT LID
7
8
4
2
TRANSITION FROM2" SCH 80 PVC TO2" HDPE
WELLCASING
11"X2"
2"X1"
FROM EXTRACTIONWELL TO EXTRACTION
HEADER
8"X8"X4"PATCHPANELELECTRICAL
PANEL24"X24"X10"
VAULT LID
FROM EXTRACTIONWELL TO EXTRACTIONHEADER
7
6 5
4
WELLCASING
VAULT LID
2" SCH 80 PVC36" CONTROL
PANELCLEARANCE
42" ELECTRICALPANEL
CLEARANCE
42" TRANSFORMERCLEARANCE
8
PLASTIC COATEDSTEEL STEP
8"X8"X4"PATCH PANEL
24"X24"X10"ELECTRICAL PANEL
12"X10"X7"TRANSFORMER
12"X10"X7"TRANSFORMER
30"X30"X8"TRANSFORMER
8
VAULT LID
8"X8"X4"PATCH PANEL
12"X10"X7"TRANSFORMER
PLASTIC COATEDSTEEL STEP
WELL PACKERFILL ASSEMBLY
4
WELL PACKERFILL ASSEMBLY
3
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
NOTES:1. ALL PIPING, INSTRUMENTATION, AND OTHER COMPONENTS SHALL BE INSTALLED AS PER THE MANUFACTURER'S GUIDELINES.2. ALL PIPING AND INSTRUMENTATION SHALL BE INSTALLED PER P&IDs.3. INSTALLATION OF ELECTRIC COMPONENTS SHALL COMPLY WITH ALL APPLICABLE NEC AND LOCAL CODES.4. CROSS SECTIONS SHOW ONLY THOSE COMPONENTS NECESSARY TO INDICATE ELEVATIONS AND SPACE REQUIREMENTS FOR PIPING AND MAJOR
COMPONENTS. INSTALL PIPING AND INSTRUMENTATION PER THE P&IDs.5. ALL INSTRUMENTATION SHALL BE INSTALLED SUCH THAT IT MAY BE READ WITHOUT ENTERING THE WELL VAULT.
EXTRACTION WELL VAULT SCHEDULEITEM PIPE SIZE MATERIAL PROCESS FLOW DESCRIPTION
2" HDPE EXTRACTED GROUNDWATER EXTRACTION WELL CONVEYANCE LINE
2" PVC EXTRACTED GROUNDWATER ISOLATION BALL VALVE - EQUIPPED WITH STEM EXTENSION TO ALLOW FOROPERATION FROM OUTSIDE THE VAULT
2" PVC EXTRACTED GROUNDWATER BALL VALVE
1" TEFLON EXTRACTED GROUNDWATER MAGNETIC FLOW METER
2" PVC EXTRACTED GROUNDWATER CHECK VALVE
2" PVC EXTRACTED GROUNDWATER BALL VALVE
1/2" TBD EXTRACTED GROUNDWATER PRESSURE TRANSMITTER ASSEMBLY1/4" TBD EXTRACTED GROUNDWATER SAMPLE PORT
M-05-04
SECTION A1"=1'-0"A
C
M-05-04
B
M-05-04
EXTRACTION WELL VAULT PLAN VIEW1" = 1''-0"
M-05-04
SECTION B1"=1'-0"B
M-05-04
SECTION C1"=1'-0"C
6. ALL VALVE HANDLES SHALL BE INSTALLED SUCH THAT THEY ARE ACCESSIBLE WITHOUT ENTERING THE WELL VAULT AND OPERABLE THROUGHENTIRE STROKE.
7. ALL PIPING AND CONDUIT SHALL BE SECURED TO THE WALLS OF THE CONCRETE WELL VAULT WITH ANCHOR BOLTS AND UNI-STRUT. SUPPORTSSHALL BE INSTALLED WHEREVER NECESSARY TO PROPERLY SUPPORT PIPING AND CONDUIT.
8. PIPE SIZES AND MATERIALS ARE SHOWN ON THE P&IDs.9. PIPING KNOCKOUTS AND ROUTING OF PIPING SHOWN AS PROPOSED AND APPROXIMATE. ACTUAL ROUTING TO BE FIELD DETERMINED AND IS
SUBJECT TO ENGINEER'S APPROVAL.10. ALL FLANGES SHALL BE CLASS 150 RATE FACE FLANGES UNLESS OTHERWISE SPECIFIED.11. ALL TRANSITION FITTINGS FOR HDPE PIPING SHALL BE FLANGED WITH BACKING RINGS.
B
M-05-04
M-5-04
SECTION D1"=1'-0"D
A
M-05-04
INNER RECIRCULATION LOOPEXTRACTION WELL VAULT MECHANICAL
DETAILS
M-05-04
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
NOTES:1. ALL PIPING, INSTRUMENTATION, AND OTHER COMPONENTS SHALL BE INSTALLED AS PER
THE MANUFACTURER'S GUIDELINES.2. ALL PIPING AND INSTRUMENTATION SHALL BE INSTALLED PER P&IDs.3. INSTALLATION OF ELECTRIC COMPONENTS SHALL COMPLY WITH ALL APPLICABLE NEC AND
LOCAL CODES.4. CROSS SECTIONS SHOW ONLY THOSE COMPONENTS NECESSARY TO INDICATE ELEVATIONS
AND SPACE REQUIREMENTS FOR PIPING AND MAJOR COMPONENTS. INSTALL PIPING ANDINSTRUMENTATION PER THE P&IDs.
5. ALL INSTRUMENTATION SHALL BE INSTALLED SUCH THAT IT MAY BE READ WITHOUTENTERING THE WELL VAULT.
6. ALL VALVE HANDLES SHALL BE INSTALLED SUCH THAT THEY ARE ACCESSIBLE WITHOUTENTERING THE WELL VAULT AND OPERABLE THROUGH ENTIRE STROKE.
7. ALL PIPING AND CONDUIT SHALL BE SECURED TO THE WALLS OF THE CONCRETE WELLVAULT WITH ANCHOR BOLTS AND UNI-STRUT. SUPPORTS SHALL BE INSTALLED WHEREVERNECESSARY TO PROPERLY SUPPORT PIPING AND CONDUIT.
8. PIPE SIZES AND MATERIALS ARE SHOWN ON THE P&IDs.9. PIPING KNOCKOUTS AND ROUTING OF PIPING SHOWN AS PROPOSED AND APPROXIMATE.
ACTUAL ROUTING TO BE FIELD DETERMINED AND IS SUBJECT TO ENGINEER'S APPROVAL.10. ALL FLANGES SHALL BE CLASS 150 RATE FACE FLANGES UNLESS OTHERWISE SPECIFIED.11. ALL TRANSITION FITTINGS FOR HDPE PIPING SHALL BE FLANGED WITH BACKING RINGS.
INJECTION WELL VAULT SCHEDULEITEM PIPE
SIZE MATERIAL PROCESS FLOW DESCRIPTION
2" HDPE CARBON AMENDED GROUNDWATER CARBON AMENDED CONVEYANCE LINE -2" PVC CARBON AMENDED GROUNDWATER WYE STRAINER
2" PVC CARBON AMENDED GROUNDWATER ISOLATION BALL VALVE EQUIPPED WITH STEM EXTENSION TO ALLOW FOR OPERATION FROM OUTSIDE OF VAULT
2" PVC CARBON AMENDED GROUNDWATER BACK PRESSURE REGULATOR
1/2" TBD CARBON AMENDED GROUNDWATER PRESSURE GAUGE ASSEMBLY
1/4" PVC CARBON AMENDED GROUNDWATER SAMPLE PORT
1" TEFLON CARBON AMENDED GROUNDWATER MAGNETIC FLOW METER
2" TBD CARBON AMENDED GROUNDWATER ACTUATED BALL VALVE
2" TBD CARBON AMENDED GROUNDWATER AIR/VAC RELEASE ASSEMBLY
2" PVC CARBON AMENDED GROUNDWATER CHECK VALVE
2" HDPE FRESH WATER FRESH WATER CONVEYANCE LINE
2" PVC FRESH WATER ISOLATION BALL VALVE EQUIPPED WITH STEM EXTENSION TO ALLOW FOR OPERATION FROM OUTSIDE OF VAULT
1/2" TBD FRESH WATER PRESSURE GAUGE ASSEMBLY1/4" PVC FRESH WATER SAMPLE PORT1" TEFLON FRESH WATER MAGNETIC FLOW METER2" TBD FRESH WATER ACTUATED BALL VALVE
2" PVC FRESH WATER BALL VALVE
2" PVC FRESH WATER CHECK VALVE
2" PVC BACKWASH WATER CHECK VALVE
2" PVC BACKWASH WATER ACTUATED BALL VALVE
INJECTION WELL METERING AND WELL VAULT PLAN VIEW1" = 1''-0"
A
M-05-06
F
M-05-06
E
M-05-06
B
M-05-06
C
M-05-06
D
M-05-06
INNER RECIRCULATION LOOPINJECTION WELL VAULTS TYPE 1
MECHANICAL DETAILSM-05-05
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
M-05-05
SECTION A1"=1'-0"A
M-05-05
SECTION B1"=1'-0"B
M-05-05
SECTION C1"=1'-0"C
M-05-05
SECTION D1"=1'-0"D
M-05-05
SECTION E1"=1'-0"E
M-05-05
SECTION F1"=1'-0"F
INNER RECIRCULATION LOOPINJECTION WELL VAULT TYPE 1
MECHANICAL SECTIONSM-05-06
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
NOTES:1. ALL PIPING, INSTRUMENTATION, AND OTHER COMPONENTS SHALL BE INSTALLED AS PER
THE MANUFACTURER'S GUIDELINES.2. ALL PIPING AND INSTRUMENTATION SHALL BE INSTALLED PER P&IDs.3. INSTALLATION OF ELECTRIC COMPONENTS SHALL COMPLY WITH ALL APPLICABLE NEC AND
LOCAL CODES.4. CROSS SECTIONS SHOW ONLY THOSE COMPONENTS NECESSARY TO INDICATE ELEVATIONS
AND SPACE REQUIREMENTS FOR PIPING AND MAJOR COMPONENTS. INSTALL PIPING ANDINSTRUMENTATION PER THE P&IDs.
5. ALL INSTRUMENTATION SHALL BE INSTALLED SUCH THAT IT MAY BE READ WITHOUTENTERING THE WELL VAULT.
6. ALL VALVE HANDLES SHALL BE INSTALLED SUCH THAT THEY ARE ACCESSIBLE WITHOUTENTERING THE WELL VAULT AND OPERABLE THROUGH ENTIRE STROKE.
7. ALL PIPING AND CONDUIT SHALL BE SECURED TO THE WALLS OF THE CONCRETE WELLVAULT WITH ANCHOR BOLTS AND UNI-STRUT. SUPPORTS SHALL BE INSTALLED WHEREVERNECESSARY TO PROPERLY SUPPORT PIPING AND CONDUIT.
8. PIPE SIZES AND MATERIALS ARE SHOWN ON THE P&IDs.9. PIPING KNOCKOUTS AND ROUTING OF PIPING SHOWN AS PROPOSED AND APPROXIMATE.
ACTUAL ROUTING TO BE FIELD DETERMINED AND IS SUBJECT TO ENGINEER'S APPROVAL.10. ALL FLANGES SHALL BE CLASS 150 RATE FACE FLANGES UNLESS OTHERWISE SPECIFIED.11. ALL TRANSITION FITTINGS FOR HDPE PIPING SHALL BE FLANGED WITH BACKING RINGS.
INJECTION WELL VAULT SCHEDULEITEM PIPE
SIZE MATERIAL PROCESS FLOW DESCRIPTION
2" HDPE CARBON AMENDED GROUNDWATER CARBON AMENDED CONVEYANCE LINE
2" PVC CARBON AMENDED GROUNDWATER WYE STRAINER
2" PVC CARBON AMENDED GROUNDWATER ISOLATION BALL VALVE EQUIPPED WITH STEM EXTENSION TO ALLOW FOR OPERATION FROM OUTSIDE OF VAULT
2" PVC CARBON AMENDED GROUNDWATER BACK PRESSURE REGULATOR
1/2" TBD CARBON AMENDED GROUNDWATER PRESSURE GAUGE
1/4" PVC CARBON AMENDED GROUNDWATER SAMPLE PORT
1" TEFLON CARBON AMENDED GROUNDWATER MAGNETIC FLOW METER
2" TBD CARBON AMENDED GROUNDWATER ACTUATED BALL VALVE
2" TBD CARBON AMENDED GROUNDWATER AIR/VAC RELEASE ASSEMBLY
2" PVC CARBON AMENDED GROUNDWATER CHECK VALVE
2" HDPE FRESH WATER FRESH WATER CONVEYANCE LINE
2" PVC FRESH WATER ISOLATION BALL VALVE EQUIPPED WITH STEM EXTENSION TO ALLOW FOR OPERATION FROM OUTSIDE OF VAULT
1/2" TBD FRESH WATER PRESSURE GAUGE ASSEMBLY1/4" PVC FRESH WATER SAMPLE PORT1" TEFLON FRESH WATER MAGNETIC FLOW METER2" TBD FRESH WATER ACTUATED BALL VALVE
2" PVC FRESH WATER BALL VALVE
2" PVC FRESH WATER CHECK VALVE
2" PVC BACKWASH WATER CHECK VALVE
2" PVC BACKWASH WATER ACTUATED BALL VALVE
INJECTION WELL METERING AND WELL VAULT PLAN VIEW1" = 1''-0"
A
M-05-08
F
M-05-08
E
M-05-08
B
M-05-08
C
M-05-08
D
M-05-08
INNER RECIRCULATION LOOPINJECTION WELL VAULTS TYPE 2
MECHANICAL DETAILSM-05-07
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
M-05-07
SECTION A1"=1'-0"A
M-05-07
SECTION B1"=1'-0"B
M-05-07
SECTION C1"=1'-0"C
M-05-07
SECTION D1"=1'-0"D
M-05-07
SECTION E1"=1'-0"E
M-05-07
SECTION F1"=1'-0"F
INNER RECIRCULATION LOOPINJECTION WELL VAULT TYPE 2
MECHANICAL SECTIONSM-05-08
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
ZS*680A
LSH*650A
FIT*670A
PIT*660ALT
*660B
PSL*660C
PMP*640
DSC*
XFMR*
JB
PMP*640
LCP*
LSH*650A
ZS*680A
FIT*670A
P-20
P-11
P-12
P-3
FO
LT*660B
JB
PSL*660C
PIT*660A
2" COND.
2" COND.
I-1
I-11
I-1
I-11
I-1
I-1
SEE NOTE 3
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
WELL VAULT ELECTRICAL AND INSTRUMENTATION PLAN1" = 1''-0"
INNER RECIRCULATION LOOP INJECTIONDUAL SCREEN INJECTION WELL
ELECTRICAL PLAN
E-05-05
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
WELL VAULT RISER DIAGRAMNOT TO SCALE
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
METER AND WELL VAULT ELECTRICAL AND INSTRUMENTATION PLAN1" = 1''-0"
INNER RECIRCULATION LOOPDUAL SCREEN INJECTION WELL
TYPE 1 ELECTRICAL PLANE-05-06
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
METER AND WELL VAULT RISER DIAGRAMNOT TO SCALE
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
E-05-07
KLD
KLD
1" = 1'-0"
KLDLUK
LUK
LUK
METER AND WELL VAULT ELECTRICAL AND INSTRUMENTATION PLAN1" = 1''-0"
METER AND WELL VAULT RISER DIAGRAMNOT TO SCALE
INNER RECIRCULATION LOOPDUAL SCREEN INJECTION WELL
TYPE 2 ELECTRICAL PLAN
Use
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TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
I-05-01
INNER RECIRCULATION LOOPEXTRACTION WELLS P&ID
08/27
/2014
, 11:0
1, G:
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FE*670A
FIT*670A
V-*601B
WELLPUMPPMP-*640
M
//
PSL*660C
PI*660D
//
I-06-01RIVERBANK EXTRACTIONWELL NETWORK HEADER
V-*601D
V-*601C
LSH*650A
RIVERBANKEXTRACTION
WELLS
LIM
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OF
EX
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AU
LT
LIM
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EX
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LT*660B
V-*601E
WELL *A
PIT*660A
PLC
CONTROLPANEL
FIELD
PLC
CONTROLPANEL
FIELD
L*660B
F*670A
PA*660CL
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/ / /
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/////////////
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/
DWG E-00-45
//
YI*640
RUN
//
UA*640
FAULT
//
XC*640
STT/STP
LEAKDETECTION
LOWPRESSURE
LA*650AH
HIGHLEVEL
EXTRACTIONFLOW
LEVELFLOW
NOTES1. TAG NUMBER "*" IS A PLACEHOLDER FOR THE STATION SCADA
ID. FOR THE RIVERBANK EXTRACTION WELLS THE LOCATION IS"RBXX-". EXCHANGE "RBXX-" FOR "*" TO COMPLETE TAG ORINSTRUMENT REFERENCE. REFER TO SHEET I-00-03 FOR ATABLE OF LOCATION IDS.
2. SEE SHEET I-00-03 FOR INTERLOCK TABLE.3. CONTRACTOR TO PLACE CLEANOUTS, LOW POINT DRAINS AND
AIR RELIEF VALVES AT LOCATION SHOWN ON CIVIL SHEETS.4. SIMILAR FOR EACH INTERVAL.
ZS*680A
Z*680A
//
//
//
//
//
//
/
POSITION
V-*622A
V-*622B
S
VAULTINTRUSION
V-*622C
WP-*612
V-*622D
V-*601A
FM-*670A
P*660A
PRESSURE
PIT-*660A
MWM
6"-EX-HALE-050101
2"-EX-SUTK-050101
2"-EX-PVLK-050101
2"-EX-HALE-050101
MS
MS
MS
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
I-05-02
INNER RECIRCULATION LOOP TYPE 1 INJECTION WELLS P&ID
08/27
/2014
, 11:0
1, G:
\Gra
phics
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TOPO
CK-0
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\I-05
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wg, T
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05-0
2
MWM
NONE
MWM
V-*617
V-*618
I-06-01CARBON AMENDED WELLS
I-02-01FRESHWATER
I-06-04IRL BACKWASH
WELLPUMP
PMP-*641A M
LT*661F
LSH*651B
LSH*651A
INNER RECIRCULATIONLOOP INJECTION WELL
LIM
ITS
OF
EX
TRA
CTI
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WE
LL M
ETE
R V
AU
LT
LIMITS OFVALVE VAULT
////
////
////
////
////
////
//
////////
WELL *A
ASR PUMPPACKAGE
FV-*606
PLC
CONTROLPANEL
FIELD
PLC
CONTROLPANEL
FIELD
/////////////////////////////
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
//
//
/ / / /
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
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//
//
//
/
//
/
////////////////////////
//
//
//
//
//
//
//
//
//
//
//
//
//
//
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//
//
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/
F*671C
LIM
ITS
OF
WE
LL V
AU
LT
SEE NOTE 5
RUN FAULTSTART/STOP
LEAKDETECTION
LEAKDETECTION
NOTES1. TAG NUMBER "*" IS A PLACEHOLDER FOR THE STATION SCADA
ID. FOR THE INNER RECIRCULATION LOOP THE LOCATION IS"IRLXX-". EXCHANGE "IRLXX-" FOR "*" TO COMPLETE TAG ORINSTRUMENT REFERENCE. REFER TO SHEET I-00-03 FOR ATABLE OF LOCATION IDs.
2. SECONDARY CONTAINMENT SHALL BE PROVIDED FORINJECTION/BACKWASH LINE AT IRL-04.
3. CONTRACTOR TO PLACE CLEANOUTS, LOW POINT DRAINS ANDAIR RELIEF VALVES AT LOCATION SHOWN ON CIVIL SHEETS.
4. SIMILAR FOR EACH INTERVAL.5. SEE SHEET I-00-03 FOR INTERLOCK TABLE.
LA*651BH
HIGHLEVEL
LA*651AH
HIGHLEVEL
ZC*607
ZI*607
VALVECONTROL
VALVEPOSITION
VALVECONTROL
VALVEPOSITION
ZC*609
ZI*609
VALVECONTROL
VALVEPOSITIONFLOWLEVEL
M
//
YI*641A
RUN
//
UA*641A
FAULT
//
XC*641A
START/STOP
L*661F
LEVEL
WELLPUMP
PMP-*641B M
V-*611
V-*612
V-*614
V-*615
FV-*609
MV-*616
SEENOTE 5
V-*620
V-*610
S
PI*661D
FV-*608 M
FE*671C
FIT*671C
V-*603A
V-*602B
S
PI*661A
V-*
603B
FE*671A
FIT*671A
V-*613
V-*619S
FV-*605M
V-*604B
V-*
604A
S
PI*661B
V-*602A
F-*619
FV-*607
M
ZC*608
ZI*608
VALVECONTROL
VALVEPOSITION FLOW
F*671A
FLOWFLOW
LIMITS OF WELL CASING
LIM
ITS
OF
WE
LL M
ETE
R V
AU
LT
//
//
//
//
//
//
//
//
//
//
//
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//
//
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//
//
//
/
Z*681B
POSITION
//
//
//
//
/
Z*681A
POSITION
ZS*681A
//
//
/
///////////
ZS*681B
//
////////////////////////////////////////
V-*621F
V-*621E
V-*621H
V-*621G
V-*621D
V-*621C
V-*621B
V-*621A
VAULTINTRUSION
VAULTINTRUSION
WP-*611
FM-*
671A
FM-*671C
V-*623
M
M
MWM
L*661E
F*671B
ZI*606
ZC*606
F*671D
LT*661E
FIT*671D
FE*671D
FE*671B
FIT*671B
PI*661C
ZSC*608
CLOSEDZSO*608
OPENZSC*607
CLOSEDZSO*607
OPEN CLOSED OPENZSO*606
ZSC*606
ZSC*609
CLOSEDZSO*609
OPENVALVE
CONTROLVALVE
POSITIONZI
*605ZC
*605
CLOSED OPENZSO*605
ZSC*605
M
M
6"-CA-HALE-050201
6"-CA-HALE-050202
2"-FW-PVLK-050202
2"-CA-PVLK-050203
6"-RW-HALE-050204
3"-RW-PVLK-050204
4"-FWCA-SUTK-050202
2"=FWCA-HALE-050202
CLEANOUT
//
//
//
/////////
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
PA*662L
LOWPRESSURE
////
////
////
////
////////////
PSL*662
PI*663
V-*624V-*625
DWG E-00-43DWG E-00-44
DWG E-00-43DWG E-00-44
XC*641B
UA*641B
YI*641B
MS
MS
MS
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
I-05-03
INNER RECIRCULATION LOOP TYPE 2 INJECTION WELLS P&ID
08/27
/2014
, 11:0
2, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\I-05
-03.d
wg, T
ab: I-
05-0
3
MWM
NONE
MWM
V-*617
V-*618
I-06-01CARBON AMENDED WELLS
I-02-01FRESHWATER
I-06-04IRL BACKWASH
LT*661F
LSH*651B
LSH*651A
INNER RECIRCULATIONLOOP INJECTION WELL
LIM
ITS
OF
EX
TRA
CTI
ON
WE
LL M
ETE
R V
AU
LT
LIMITS OFVALVE VAULT
////
////
////
////
////
////
//
////////
WELL *A
ASR PUMPPACKAGE
FV-*606
PLC
CONTROLPANEL
FIELD
PLC
CONTROLPANEL
FIELD
////////////////////////////
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
//
//
/ / /
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/
//
/
///////////////////////
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/
F*671C
SEE NOTE 5
RUN FAULTSTART/STOP
LEAKDETECTION
LEAKDETECTION
NOTES1. TAG NUMBER "*" IS A PLACEHOLDER FOR THE STATION SCADA
ID. FOR THE INNER RECIRCULATION LOOP THE LOCATION IS"IRLXX-". EXCHANGE "IRLXX-" FOR "*" TO COMPLETE TAG ORINSTRUMENT REFERENCE. REFER TO SHEET I-00-03 FOR ATABLE OF LOCATION IDs.
2. SECONDARY CONTAINMENT SHALL BE PROVIDED FORINJECTION/BACKWASH LINE AT IRL-04.
3. CONTRACTOR TO PLACE CLEANOUTS, LOW POINT DRAINS ANDAIR RELIEF VALVES AT LOCATION SHOWN ON CIVIL SHEETS.
4. SIMILAR FOR EACH INTERVAL.5. SEE SHEET I-00-03 FOR INTERLOCK TABLE.
LA*651BH
HIGHLEVEL
LA*651AH
HIGHLEVEL
ZC*609
ZI*609
VALVECONTROL
VALVEPOSITIONFLOWLEVEL
M
//
YI*641A
RUN
//
UA*641A
FAULT
//
XC*641A
START/STOP
L*661F
LEVEL
V-*611
V-*612
V-*614
V-*615
FV-*609
MV-*616
SEENOTE 5
V-*620
V-*610
S
PI*661D
FV-*608 M
FE*671C
FIT*671C
V-*603A
V-*602B
S
PI*661A
V-*
603B
V-*613
V-*619S
FV-*605M
V-*604B
V-*
604A
S
V-*602A
F-*619
FV-*607
M
VALVECONTROL
VALVEPOSITIONFLOWFLOWFLOW
LIMITS OF WELL CASING
LIM
ITS
OF
WE
LL M
ETE
R V
AU
LT
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
/
Z*681B
POSITION
//
//
//
//
/
Z*681A
POSITION
ZS*681A
//
//
/
///////////
ZS*681B
//
///////////////////////////////////////
V-*621F
V-*621E
V-*621H
V-*621G
V-*621D
V-*621C
V-*621B
V-*621A
VAULTINTRUSION
VAULTINTRUSION
FM-*
671A
FM-*671C
V-*623
MWM
L*661E
F*671B
ZC*605
ZI*605
F*671D
LT*661E
FIT*671D
FE*671D
FE*671B
FIT*671B
PI*661C
FE*671A
FIT*671A
F*671A
PI*661B
WELLPUMP
PMP-*641A M
WELLPUMP
PMP-*641B MWP-*611
MM
M
M
VALVECONTROL
VALVEPOSITION
VALVECONTROL
VALVEPOSITION
ZC*608
ZI*608
VALVECONTROL
VALVEPOSITION
ZI*606
ZC*606
ZSC*608
CLOSEDZSO*608
OPEN CLOSED OPEN CLOSED OPENZSO*606
ZSC*606
ZSO*607
ZSC*607
ZI*607
ZC*607
ZSC*609
CLOSEDZSO*609
OPENCLOSED OPENZSO*605
ZSC*605
6"-CA-HALE-050301
6"-CA-HALE-050302
2"-FW-PVLK-050302
2"-CA-PVLK-050303
6"-RW-HALE-050304
3"-RW-PVLK-050304
4"-FWCA-SUTK-050302
2"=FWCA-HALE-050302
CLEANOUT
LIM
ITS
OF
WE
LL V
AU
LT
LOWPRESSURE
V-*624V-*625
PI*663
PSL*662
PA*662L
DWG E-00-46DWG E-00-47
DWG E-00-46DWG E-00-47
YI*641B
XC*641B
UA*641B
MS
MS
MS
IRL-1 IRL-2
IRL-3 IRL-4
FX2
LOOP 1FX9FX10
ESW-3
FX1
LOOP 2FX11FX12
FO-PC
FO
FX13FX14
FX15FX16
COMMUNICATION PANEL 05(SEE E-00-32 AND E-00-33)
DISTRIBUTED I/O
MEDIA CONVERTER
LOOP1FX4FX3FX2FX1
5E
FO
DISTRIBUTED I/O
MEDIA CONVERTER
FX4FX3FX2FX1
5E
LOOP1
DISTRIBUTED I/O
MEDIA CONVERTER
LOOP2FX4FX3FX2FX1
5E
FO
DISTRIBUTED I/O
MEDIA CONVERTER
FX4FX3FX2FX1
5E
LOOP2
LEGENDFO MM FIBER OPTIC CABLE
FO-PC FIBER OPTIC PATCH CABLE 5E CAT 5e ETHERNET PATCH CABLE FOD FIBER OPTIC DROP PLC PROGRAMMABLE LOGIC CONTROLLER I/O INPUT/OUTPUT
NOTES:
1. ALL MEDIA CONVERTERS ARE MANAGED ETHERNETMEDIA CONVERTER/SWITCH 8 10/100 BASE TX RJ-45PORT, 6 100BASE FX, SC. (N-TRON MODEL 114FX6-SCOR 714FX6-SC)
TO REMEDYSYSTEM PLC
PANEL 05
FO
FO
FO
FO
FO
FO
FX6FX5 FX6FX5
FX6FX5FX6FX5
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/27
/2014
, 10:4
8, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\Con
trols(
I).dw
g, Ta
b: 5-
04
I-05-04
NODE 05 FIBER OPTIC NETWORKMWM
NONE
MWM
MWMMS
MS
MS
2 3
1
4
2 - POWER SUPPLY3 - CPU (RX3i)4 - ETHERNET MODULE
COMMUNICATION PANEL 05 (DWG. E-00-30)
LOOP 1
IRL-1
LOOP 2 LOOP 3 LOOP 4 LOOP 5 LOOP 6
SPARE SPARE
PLC (PACSystems RX3i)
12"QUICK PANEL VIEW
IRL-3IRL-4
1 - I/O RACK
IRL-2MCP-05 SPARE
LEGENDAC ALTERNATING CURRENTDC DIRECT CURRENT
DC-DI DC DISCRETE INPUTDO DISCRETE OUTPUTAI ANALOG INPUTAO ANALOG OUTPUTPLC PROGRAMMABLE LOGIC CONTROLLERFOD FIBER OPTIC DROP I/O INPUT/OUTPUT
MCP MAIN CONTROL PANEL FO MM FIBER OPTIC CABLEFO-PC FIBER OPTIC PATCH CABLE 5E CAT 5e ETHERNET PATCH CABLE
NOTES:
1. ALL MEDIA CONVERTERS ARE MANAGED ETHERNETMEDIA CONVERTER/SWITCH 8 10/100 BASE TX RJ-45PORT, 6 100BASE FX, SC. (N-TRON MODEL 114FX6-SCOR 714FX6-SC)MEDIA CONVERTER
FX4FX3FX2FX1
5E
FO
TOCOMMUNICATION
PANEL 05(SHEET I-05-04)
5E
REMEDY SYSTEM PLC PANEL 05
FX6FX5
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/27
/2014
, 10:4
8, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\Con
trols(
I).dw
g, Ta
b: 5-
05
I-05-05
NODE 05 PLC PANELINSTRUMENTATION CONNECTION
SHEET 1 OF 2
MWM
NONE
MWM
MWMMS
MS
MS
IRLxx PLC PANEL 05
1 2 3
0 - 24VDC POWER SUPPLY1 - E-NET / IP ADAPTER (STXEIP001)
COM+24
105NCNO
302
301
303
305
304
306
308
307
402
401
403
405
404
102
101
103
105
104
106
108
107
DC-DI
202
201
203
204
DO
AI
407
406
408
5 6
DISTRIBUTED I/O(GE MODEL: STXi)
0
2 - 8 POINT DC INPUT (ST-1218)
7 - 4 CH. ANALOG INPUT (ST-3274)
10 - 8 CH. ANALOG INPUT (ST-3218)
+24SIG 325
COM+24
NCNO
107
COM+24
SIG -SIG + 309
310
301
302
110
109
111
113
112
114
116
115
3 - 8 POINT DC INPUT (ST-1218)4 - 8 POINT DC INPUT (ST-1218)5 - 8 POINT RELAY OUTPUT (ST-2748)
8 - 4 CH. ANALOG INPUT (ST-3274)
7 8
FAULT
STATUS110
111
202N
CALL
FAULT
STATUS108
109
+24201
N
+24
CALL
-
+4-20mAOUTPUT
401
402-
+4-20mAINPUT
305
3064-20mAOUTPUT
405
4064-20mAINPUT
COM+24
106NCNO
206
205
207
208
-
+
-
+
PULSE 101
COM+24
SIG -SIG + 311
312
PULSE 102
COM+24
SIG -SIG + 313
314
PULSE 103
COM+24
SIG -SIG + 315
316
PULSE 104
310
309
311
313
312
314
316
315
9
318
317
319
321
320
322
324
323
10
11 - 4 CH. ANALOG OUTPUT (ST-4274)
4
118
117
119
121
120
122
124
123
6 - SHIELD TERMINATION MODULE(ST-7408)
(TYP. IRL-1, IRL-2, IRL-3, IRL-4)
317
3184-20mAOUTPUT
409
4104-20mAINPUT
-
+
-
+
11 12
12 - 4 CH. ANALOG OUTPUT (ST-4274)
9 - 4 CH. ANALOG INPUT (ST-3274)
326
325
327
329
328
330
332
331
AI AI AI
410
409
411
413
412
AO
415
414
416
AO
+24SIG 326
COM+24
NCNO
112
(WELL VAULT)
303
3044-20mAOUTPUT
403
4044-20mAINPUT
-
+
-
+
307
3084-20mAOUTPUT
407
4084-20mAINPUT
-
+
-
+
NL
120VACNL
120VAC
NL
120VACNL
120VAC
+24VCLOSED
OPEN
+24VCLOSED
OPEN
+24VCLOSED
OPEN
+24VCLOSED
OPEN
NL
120VAC
+24VCLOSED
OPEN
FV-*605
FV-*606
LT-*681F
LSH-*651B
FV-*609
FV-*607
FV-*608
PMP-*641A
PMP-*641B
LT-*681E
ZS-*681B
FIT-*671A
FIT-*671B
FIT-*671C
FIT-*671D
LSH-*651A
ZS-*681A
116117
120121
114115
118119
122123
LEGENDCOM COMMONCP CONTROL PANELFO MM FIBER OPTIC CABLEE5 CAT5e ETHERNETCH CHANNELSIG SIGNALL LINEN NEUTRAL
PWR POWERAC ALTERNATING CURRENT
DC-DI 24VDC DISCRETE INPUTDO DISCRETE OUTPUTAI ANALOG INPUTAO ANALOG OUTPUT
NOTES:1. ALL MEDIA CONVERTERS ARE MANAGED ETHERNET
MEDIA CONVERTER/SWITCH 8 10/100 BASE TX RJ-45PORT, 6 100BASE FX, SC. (N-TRON MODEL 114FX6-SCOR 714FX6-SC).
2. NOT ALL INSTRUMENTS ARE TO BE INSTALLED IN EACHIRL WELL. SEE I-05-02 AND I-05-03 FOR DETAILS.
FX4FX3FX2FX1 FO
5E
MEDIA CONVERTER
FO LOOPxLOOPx
(METER VAULT)
COM+24
NCNO
124PSL-*662
FX6FX5
TOPOCK GROUNDWATER REMEDIATION PROJECT
- DRAFT -NOT FOR
CONSTRUCTION
AJW
AJW04/05/13 INTERMEDIATE (60%) DESIGN0 JPB JEF
JEFJPB
JPBJEF
09/08/141
AJW09/08/14 PRE-FINAL (90%) DESIGN1 JPB JEF
08/27
/2014
, 10:4
8, G:
\Gra
phics
\AR\
TOPO
CK-0
1\Pos
t 90%
\Con
trols(
I).dw
g, Ta
b: 5-
06
I-05-06
NODE 05 PLC PANELSINSTRUMENTATION CONNECTION
SHEET 2 OF 2
MWM
NONE
MWM
MWMMS
MS
MS