- DRAFT - NOT FOR CONSTRUCTION · 2014. 11. 13. · rb-1a-3 rb-013 rb-2a-3 rb-023 rb-3a-3 rb-033...

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

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:P

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ATE

�PLO

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C-05-011" =20�

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-050

2AD

.DW

G

VMB

VMB

PC

WTH

4/5/139/8/14

INTERMEDIATE (60%) DESIGNPRE-FINAL (90%) DESIGN

01


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

sers

\pet

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rd\C

AD\T

opoc

k\E2

-C-X

XX-0

501.

dwg,

11X

17, 9

/3/2

014

1:11

:19

PM

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LOT

DA

TE:

PLO

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C-05-021" =20'

E2-

C-X

XX

-050

2AD

.DW

G

VMB

VMB

PC

WTH

4/5/139/8/14


01


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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k\E2

-C-X

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502.

dwg,

22X

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/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

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VMB

PTPH

C-05-031" =20'

E2-

C-X

XX

-050

3AD

.DW

G

VMB

VMB

PC

PH

4/5/139/8/14


01


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


01


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"


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

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opoc

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-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

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C-05-051" =5'-0"

E2-

C-X

XX

-050

5AD

.DW

G

VMB

VMB

PC

PH

4/5/139/8/14


01



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'




1.

2.

3.

NOTES:


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

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:$P

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ATE

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PTPH

C-05-061" =5'-0"

E2-

C-X

XX

-050

6AD

.DW

G

VMB

VMB

PC

PH

4/5/139/8/14


01



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.


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

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k\E2

-C-X

XX-0

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

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VMB

PTPC

C-05-071" =5'-0"

E2-

C-X

XX

-050

7AD

.DW

G

VMB

VMB

PC

PH

4/5/139/8/14


01



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


SEE SHEET C-05-01

"PIPELINE H

"




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


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

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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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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



STA 13+50 TO STA 19+00

0 60


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


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


STA 19+00 TO STA 24+50

0 60


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


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


25+00 26+00 27+00 28+00 29+00


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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



STA 24+50 TO STA 29+50

0 60


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


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


30+00 31+00 32+00 33+00 34+00


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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



STA 29+50 TO STA 33+17

0 60


20 40

0 30

VERT: SCALE: 1"=10'

10 20

MATCHLINE FOR CONTINUATION SEE SHEET C-05-11

BAS

1" = 20'

KLD

BAS


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



- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


10"MIN10"MIN

10"M

IN10

"MIN

10"MIN

10"M

IN

10"MIN

10"M

IN

ALUMINUM DIAMONDPLATE VAULT ACCESSDOOR WALKING SURFACE


C

A

B

WELL METER VAULT

WELL A VAULT

INNER RECIRCULATIONLOOP INJECTION WELLVAULTS - TYPE 1 - PLAN


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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





INNER RECIRCULATION LOOPINJECTION WELL VAULTS -

FOUNDATION PLAN


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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



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)




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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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



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)




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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


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


DEPTH

BOTTOM OF NEAT CEMENT SEALTOP OF TRANSITION SAND


DEPTHDEPTH

C

D

E

F

G

PUMP INTAKEJDEPTH


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


F

O

N


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


PUMP INTAKEEDEPTH

PUMP INTAKE

K

DEPTH


TUBE PENETRATION


34" PRESSURE RELIEF

1-12" 316 SS DROPPIPE PENETRATION

2" 316 SS INJECTIONPIPE PENETRATION



TUBE PENETRATION

2" 316 SS INJECTION DROPPIPE PENETRATION




BACKWASH PUMP LEADWIRE PENETRATIONS

1 2" 316 SS DROP PIPE

2 CUSTOM TAPPED WELL FLANGE

3 14" DIAMETER HOSE FROM PACKER TO FILL ASSEMBLY


5 WELL CASING (316L SS)


7 ANNULAR SPACE, NEAT CEMENT GROUT WITH UP TO 6% BENTONITE


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


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


F

O

N


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


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


PUMP INTAKEEDEPTH

PUMP INTAKE

K

DEPTH


TUBE PENETRATION


34" PRESSURE RELIEF

1-12" 316 SS DROPPIPE PENETRATION

2" 316 SS INJECTIONPIPE PENETRATION



TUBE PENETRATION





BACKWASH PUMP LEADWIRE PENETRATIONS

1 2" 316 SS DROP PIPE

2 CUSTOM TAPPED WELL FLANGE

3 14" DIAMETER HOSE FROM PACKER TO FILL ASSEMBLY


5 WELL CASING (316L SS)


7 ANNULAR SPACE, NEAT CEMENT GROUT WITH UP TO 6% BENTONITE


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


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



8

VAULT LID

8"X8"X4"PATCH PANEL


PLASTIC COATEDSTEEL STEP

WELL PACKERFILL ASSEMBLY

4

WELL PACKERFILL ASSEMBLY

3


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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

r:vya

tes

Spe

c:P

IRN

IE S

TAN

DA

RD

File

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WG

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le:1

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ate:

08/2

7/20

14 T

ime:

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5 La

yout

:E-0

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PG

&E

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der.d

wg

IM

AG

ES

:Non

e


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


I-05-01

INNER RECIRCULATION LOOPEXTRACTION WELLS P&ID

08/27

/2014

, 11:0

1, G:

\Gra

phics

\AR\

TOPO

CK-0

1\Pos

t 90%

\I-05

-01.d

wg, T

ab: I-

05-0

1

MWM

NONE

MWM

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

ITS

OF

EX

TRA

CTI

ON

WE

LL V

AU

LT

LIM

ITS

OF

EX

TRA

CTI

ON

WE

LL C

AS

ING

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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


I-05-02

INNER RECIRCULATION LOOP TYPE 1 INJECTION WELLS P&ID

08/27

/2014

, 11:0

1, G:

\Gra

phics

\AR\

TOPO

CK-0

1\Pos

t 90%

\I-05

-02.d

wg, T

ab: I-

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

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

LIM

ITS

OF

WE

LL V

AU

LT

SEE NOTE 5

RUN FAULTSTART/STOP

LEAKDETECTION

LEAKDETECTION


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

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

/

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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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)


+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)


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)


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


- DRAFT -NOT FOR

CONSTRUCTION

AJW


JEFJPB

JPBJEF

09/08/141


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

- DRAFT - NOT FOR CONSTRUCTION · 2014. 11. 13. · rb-1a-3 rb-013 rb-2a-3 rb-023 rb-3a-3 rb-033...

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Transcript of - DRAFT - NOT FOR CONSTRUCTION · 2014. 11. 13. · rb-1a-3 rb-013 rb-2a-3 rb-023 rb-3a-3 rb-033...