inches preliminary - not for construction

960

955

950

945

970

965

975

940

980

985

990

995

0+00 1+00 2+00 3+00 4+00

1000

1010

960

955

950

945

970

965

975

940

980

985

990

995

1000

1010

950

945

940

935

960

955

965

930

970

975

980

985

0+00 1+00 2+00 3+00 4+00

990

950

945

940

935

960

955

965

930

975

980

985

990

970

VERTICAL

HORIZONTAL0

SCALE IN FEET

50' 100'

0 5'

SCALE IN FEET

10'

EXISTINGGRADE

SILICA GRAVELTYP.

by

1 1312111098765432

I

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C

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A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckdSc

ale

For M

icro

film

ing

Inch

esM

illim

eter

s

no. date description

RTBA 8/10/18 BCW FOR REVIEW

CO

PYR

IGH

T ©

AUGUST 2018 B. WEIS

B. WEIS R. BETTMENG

Cimarron Environmental Response TrustINJECTION TRENCH DETAILS - SHEET 1

104407 -

BMCD-GWREMED-C102 A8 14

C102 INJ TRN DET 1.DWG

2018

OKLAHOMA FIRM LICENSEE NO. 421816-333-9400

KANSAS CITY, MO 641149400 WARD PARKWAY

BUR

NS

& M

cDO

NN

ELL

ENG

INEE

RIN

G C

OM

PAN

Y, IN

C.

Z:\CLIENTS\ENV\CERT\84237_BMCDECOM2015\DESIGN\CADD\DWGS\60% DESIGN\C102 INJ TRN DET 1.DWG 10/30/2018 12:17:34 PM BWEIS

BEG

IN T

REN

CH

STA.

0 +

00

C004-GWI-UP2-01

APPROX.BOTTOM OFTRENCH, TYP.

END

TR

ENC

HST

A. 3

+90

.86

BEG

IN T

REN

CH

INST

ALL

INJ.

WEL

LG

WI-U

P2-0

1AST

A. 0

+ 0

0

C004-GWI-UP2-04

NOTES:1. SUBSURFACE INFORMATION SHOWN IS

BASED ON LIMITED INVESTIGATIONAND IS PROJECTED TO THE TRENCHALIGNMENT AT THE PROPOSEDCONSTRUCTION LOCATION.SUBSURFACE INFORMATION SHOWSHOULD BE CONSIDEREDAPPROXIMATE.

2. REFER TO SHEET M102 FOR INJECTIONWELL CONSTRUCTION DETAILS.

3. WHERE SILICA GRAVEL BACKFILL ISPROPOSED, TRENCH SHALL BEDEVELOPED BY JETTING WALLS WITHPOTABLE WATER, AS DIRECTED BYENGINEER.

4. STATIC GROUNDWATER ELEVATIONESTIMATED USING HIGHESTGROUNDWATER ELEVATIONSRECORDED AT MONITORING WELLS1381, 1383, AND 1387 BETWEENDECEMBER 2012 AND AUGUST 2016.

5. THE CALCULATED GROUNDWATERSURFACE AT DESIGN INJECTION RATEDOES NOT CONSIDER GEOMEMBRANEINSTALLATION ON THE ENDS ANDSOUTHERN SIDE OF INJECTIONTRENCHES.

6. GEOMEMBRANE INSTALLATIONDETAILS WILL BE PROVIDED IN 90%DESIGN PACKAGE.

7. EXISTING GRADE SURVEYED 09/06/16.8. PLACE POTENTIALLY IMPACTED SOIL IN

OWNER-APPROVED LOCATION.

3' MIN.REPLACED SOIL,TYP.

INST

ALL

INJ.

WEL

LG

WI-U

P2-0

4AST

A. 1

+ 6

7.97

INST

ALL

INJ.

WEL

LEN

D T

REN

CH

GW

I-UP2

-04B

STA.

3 +

12.

58

APPROX.BOTTOM OFTRENCH, TYP.

SILICA GRAVELTYP.

EXISTINGGRADE

3' MIN.REPLACED SOIL,TYP.

PRELIMINARY - NOTFOR CONSTRUCTION

APPROX. TOP OFSANDSTONE A


APPROX. BOTTOMOF SANDSTONE A


APPROX. STATICGROUNDWATERELEVATION

GROUNDWATERSURFACE AT DESIGNINJECTION RATE



12 OZ. NON-WOVENGEOTEXTILE

12 OZ. NON-WOVENGEOTEXTILE

POTENTIALLYIMPACTED SOIL(SEE NOTE 8)

STA.

0 +

90.

80

980

975

970

965

990

985

960

1+00

980

975

970

965

990

985

960

2+00 3+000+00

975

970

965

960

1+00

985

980

955

995

1000

1005

1010

0+00 2+00

1010

1005

1000

995

990

985

980

970

965

960

955

990

975975

970

965

960

1+00

985

980

955

995

1000

1005

1010

0+00 2+00

1010

1005

1000

995

990

985

980

970

965

960

955

990

975

VERTICAL

HORIZONTAL

C004-GWI-UP1-04

0

SCALE IN FEET

50' 100'

0 5'

SCALE IN FEET

10'

APPROX.EXISTINGGRADE, TYP.

3' MIN. REPLACEDSOIL, TYP.

SILICA GRAVELTYP.

by

1 1312111098765432

I

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A

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ofsheet sheets

project contract

rev.drawing

file

ckdSc

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For M

icro

film

ing

Inch

esM

illim

eter

s



CO

PYR

IGH

T ©

AUGUST 2018 B. WEIS

B. WEIS R. BETTMENG

Cimarron Environmental Response TrustINJECTION TRENCH DETAILS - SHEET 2

104407 -


C103 INJ TRN DET 2.DWG

2018



BUR

NS

& M

cDO

NN

ELL

ENG

INEE

RIN

G C

OM

PAN

Y, IN

C.

Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\C103 INJ TRN DET 2.DWG 9/18/2015 4:14:49 PM JABURCH

BEG

IN T

REN

CH

STA.

0 +

00

END

TR

ENC

HST

A. 2

+23.

50

NOTES:1. SUBSURFACE INFORMATION

SHOWN IS BASED ON LIMITEDINVESTIGATION AND IS PROJECTEDTO THE TRENCH ALIGNMENT AT THEPROPOSED CONSTRUCTIONLOCATION. SUBSURFACEINFORMATION SHOWN SHOULD BECONSIDERED APPROXIMATE.

2. REFER TO SHEET M102 FORINJECTION WELL CONSTRUCTIONDETAILS.

3. WHERE SILICA GRAVEL BACKFILL ISPROPOSED, TRENCH SHALL BEDEVELOPED BY JETTING WALLSWITH POTABLE WATER, ASDIRECTED BY THE ENGINEER.

4. PLACE POTENTIALLY IMPACTEDSOIL IN OWNER-APPROVEDLOCATION.

5. SURFACE DATA SHOWN FROM ANAERIAL SURVEY DATED MAY 2014.

END

TR

ENC

HST

A. 1

+ 2

3.86


BEG

IN T

REN

CH

STA.

0 +

00

END

TR

ENC

HST

A. 1

+ 2

3.19

BEG

IN T

REN

CH

STA.

0 +

00

C004-GWI-UP1-03

C004-GWI-WU-01

INST

ALL

INJ.

WEL

LG

WI-U

P1-0

4AST

A. 0

+ 6

1.92

APPROX. BOTTOMOF TRENCH, TYP.


INST

ALL

INJ.

WEL

LG

WI-W

U-0

1AST

A. 1

+ 11

.75

SILICA GRAVELTYP.

APPROX. BOTTOM OFTRENCH, TYP.

SILICA GRAVELTYP.

INST

ALL

INJ.

WEL

LG

WI-U

P1-0

3AST

A. 0

+ 6

1.59









APPR

OX.

LIM

ITS

OF

FOR

MER

UP1

STA.

0 +

100

.00

POTENTIALLYIMPACTED SOIL POTENTIALLY

IMPACTED SOIL

APPR

OX.

LIM

ITS

OF

FOR

MER

UP1

STA.

0 +

34.

43

12 OZ.NON-WOVENGEOTEXTILE





GROUNDWATERSURFACE ATDESIGN INJECTIONRATE




VERTICAL

HORIZONTAL0

SCALE IN FEET

50' 100'

0 5'

SCALE IN FEET

10'

by

1 1312111098765432

I

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G

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E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckdSc

ale

For M

icro

film

ing

Inch

esM

illim

eter

s



CO

PYR

IGH

T ©

10

AUGUST 2018

A

BMCD-GWREMED-C104

-

KANSAS CITY, MO 64114

104407

OKLAHOMA FIRM LICENSEE NO. 421

C104 INJ TRN DET 3.DWG14

BUR

NS

& M

cDO

NN

ELL

ENG

INEE

RIN

G C

OM

PAN

Y, IN

C.

9400 WARD PARKWAY

816-333-9400

INJECTION TRENCH DETAILS - SHEET 3Cimarron Environmental Response Trust

R. BETTMENGB. WEIS

B. WEIS

2018

NOTES:1. SUBSURFACE INFORMATION

SHOWN IS BASED ON LIMITEDINVESTIGATION AND IS PROJECTEDTO THE TRENCH ALIGNMENT INAREAS. SUBSURFACEINFORMATION SHOWN SHOULD BECONSIDERED APPROXIMATE.

2. REFER TO SHEET M103 FORINJECTION WELL CONSTRUCTIONDETAILS.

3. WHERE SILICA GRAVEL BACKFILL ISPROPOSED, TRENCH SHALL BEDEVELOPED BY JETTING WALLSWITH POTABLE WATER, AS DIRECTED


Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\C104 INJ TRN DET 3.DWG 9/18/2015 4:14:49 PM EDULLE

GWI-BA1-03 -C005

930

925

920

915

1+00

940

935

945

910

950

955

960

0+00 2+00

960

955

950

945

940

935

930

925

920

915

910

GWI-BA1-02 -C005

END

TR

ENC

HST

A. 1

+ 0

7.13

930

925

920

915

1+00

940

935

945

910

950

955

960

965

0+00 2+00

965

960

955

950

945

940

935

930

925

920

915

910

APPROX. TOP OFSANDSTONE B


END

TR

ENC

HST

A. 0

+ 0

0.00

END

TR

ENC

HST

A. 1

+ 0

2.48

3' MIN.REPLACEDSOIL, TYP.

SILICA GRAVELTYP.


3' MIN.REPLACEDSOIL, TYP.

SILICA GRAVELTYP.

APPROX. TOP OFSANDSTONE B

BEG

IN T

REN

CH

STA.

0 +

00.

00

APPROXIMATE STATICGROUNDWATER ELEVATION

APPROXIMATE STATICGROUNDWATER ELEVATION

APPROXIMATE GROUNDWATERSURFACE AT DESIGN

INJECTION RATE

APPROXIMATE GROUNDWATERSURFACE AT DESIGN

INJECTION RATE


12 OZ. NON-WOVENGEOTEXTILE BY THE ENGINEER.

4. SURFACE DATA SHOWN FROM AERIALSURVEY DATED MAY 2014.

INST

ALL

INJ.

WEL

LG

WI-B

A1-0

2AST

A. 0

+ 5

3.56

INST

ALL

INJ.

WEL

LG

WI-B

A1-0

3AST

A. 0

+ 5

1.02

J

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs

no. date descriptionby

1 1312111098765432

I

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F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

CO

PY

RIG

HT

©

AUGUST 2018 E. DULLE

E. DULLE D. SLAVIN

Cimarron Environmental Response Trust

INJECTION WELL DETAILS

104407

BMCD-GWREMED-M102 A

2 7

M102.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

Z:\CLIENTS\ENS\CERT\96785_CERT-DECOM2017\DESIGN\CADD\DWGS\CERT 2017 BMCD DESIGN\MECHANICAL\M102.DWG 10/4/2018 7:47:10 AM EDULLE

EXISTING GROUND

INJECTION WELL

VAULT

TRANSDUCER CABLE

PRESSURE TRANSDUCER

PITLESS ADAPTER

6" INJECTION WELL

SCREEN AND CASING (SEE

NOTE 2)

VENT

A

C004

SECTION

TYPICAL INJECTION WELL

2" HDPE INJECTION

DROP PIPE

BOLLARD (TYP. 2)

3

C108

SAND FILTER PACK

BENTONITE SEAL

DSA 8/10/18 ED FOR REVIEW

INJECTION WELL NOTES:

1. CONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF

BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION.

2. INJECTION WELL SCREEN AND CASING LENGTHS VARY. REFER

TO DRAWING M202 FOR INJECTION WELL CONSTRUCTION

DETAILS. REFER TO DRAWINGS C102 THROUGH C104 FOR

TYPICAL INJECTION TRENCH PROFILES.

C005

PRELIMINARY - NOT

FOR CONSTRUCTION

FM

FM

0

SCALE IN FEET

1' 2'

INJECTION FEED

TANK (1,700-GAL.)

(TK-001)

2" SCH. 80

PVC

200-GPM

BAG FILTER

Scale F

or M

icrofilm

ing

Inches

Millim

eters


1 1312111098765432

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F

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D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

CO

PY

RIG

HT

©


E. DULLE D. SLAVIN


WESTERN AREA GROUNDWATER INJECTION

SYSTEM GENERAL ARRANGEMENT

104407

BMCD-GWREMED-M103A

3 7

M103.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\MECHANICAL\M103.DWG 1/20/2015 9:55:16 AM EDULLE

1

C006

PLAN

WESTERN AREA GROUNDWATER

INJECTION SYSTEM LAYOUT


GENERAL NOTES:

1. REFER TO K-EPM-DWG-C-110 FOR WATF SITE PLAN.

2. REFER TO DRAWING P103 FOR PROCESS AND

INSTRUMENTATION DIAGRAM.

3. BUILDING SHALL BE INSULATED TO OBTAIN MINIMUM U-FACTOR

OF 0.065.

HEATING/COOLING

UNIT

FROM

TK-102 EFFLUENT TANK

FLOW METER

4" SCH. 80

PVC BALL

VALVE

4" SCH. 80

PVC BALL

VALVE

4" SCH. 80

PVC BALL

VALVE

P-001 480V

DISCONNECT

P-002 480V

DISCONNECT

PRIMARY TRANSFER

PUMP (P-001)

SECONDARY TRANSFER

PUMP (P-002)

MXR-001 480V

DISCONNECT

480V

POWER CABLE

(TYP.)

INSTRUMENTATION

CABLE (TYP.)

4" SCH. 80

PVC

INSTRUMENTATION

JUNCTION BOX

(TYP.)

FLOW METER

120V POWER

CABLE (TYP.)

INJECTION

MANIFOLD

TANK MIXER

(MXR-001)

CHEMICAL PRE-

TREATMENT DRUM

(55-GAL.) (TK-002)

2" BUTTERFLY

VALVE (MOV-012)

CHEMICAL METERING

PUMP (MP-001)

POLYETHYLENE CHEMICAL

INJECTION LINE

LEVEL SWITCH/

TRANSMITTER (TYP.)

2" BUTTERFLY VALVE

(TYP. 11; MOV-001 - MOV-011)

PRELIMINARY - NOT

FOR CONSTRUCTION

30'

8'

CONTROL-POWER PANEL (CPP-2)

AND FIBER PATCH PANEL

L L

FM

FM

0

SCALE IN FEET

1.5' 3'

30'

8'

CONTROL PANEL (CPP-4) AND

FIBER OPTIC PATCH PANEL

30' X 8' X 10' INJECTION SYSTEM ENCLOSURE

(SEE NOTE 3)

DOUBLE DOORS

MOTOR CONTROL

CENTER (MCC-2)

Scale F

or M

icrofilm

ing

Inches

Millim

eters


1 1312111098765432

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B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

CO

PY

RIG

HT

©


E. DULLE D. SLAVIN


BURIAL AREA 1 GROUNDWATER INJECTION

SYSTEM GENERAL ARRANGEMENT

104407

BMCD-GWREMED-M104A

4 7

M104.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.


1

C006

PLAN

BURIAL AREA 1 GROUNDWATER

INJECTION SYSTEM LAYOUT


GENERAL NOTES:

1. REFER TO K-EPM-DWG-G-200 FOR BA1 GENERAL

ARRANGEMENT PLAN.

2. REFER TO P104 FOR PROCESS AND INSTRUMENTATION

DIAGRAM.

3. BUILDING SHALL BE INSULATED TO OBTAIN MINIMUM U-FACTOR

OF 0.065.

INJECTION FEED

TANK (950-GAL.)

(TK-003)

2" SCH. 80

PVC

100-GPM

BAG FILTER

FROM

TK-202 EFFLUENT

TANK

FLOW METER

2" SCH. 80

PVC

2" SCH. 80

PVC BALL

VALVE

2" SCH. 80

PVC BALL

VALVE

PRIMARY TRANSFER

PUMP (P-003)

SECONDARY TRANSFER

PUMP (P-004)

480V

POWER CABLE

(TYP.)

120V POWER

JUNCTION BOX

(TYP.)

INSTRUMENTATION

CABLE (TYP.)

2" SCH. 80

PVC

INSTRUMENTATION

JUNCTION BOX

(TYP.)

FLOW METER

120V POWER

CABLE (TYP.)

INJECTION

MANIFOLD

TANK MIXER

(MXR-002)

CHEMICAL PRE-

TREATMENT DRUM

(55-GAL.) (TK-004)

2" BUTTERFLY

VALVE (MOV-016)

CHEMICAL METERING

PUMP (MP-002)

POLYETHYLENE CHEMICAL

INJECTION LINE

LEVEL SWITCH/

TRANSMITTER (TYP.)

2" SCH. 80

PVC BALL

VALVE

HEATING/COOLING

UNIT

DOUBLE DOORS

2" BUTTERFLY VALVE

(TYP. 3; MOV-013 - MOV-015)

LL

INTERIOR LIGHT

(TYP.)

PRELIMINARY - NOT

FOR CONSTRUCTION

Scale F

or M

icrofilm

ing

Inches

Millim

eters


1 1312111098765432

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checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd


CO

PY

RIG

HT

©


E. DULLE D. SLAVIN


CONSTRUCTION DETAILS INDEX

INJECTION WELLS

104407

BMCD-GWREMED-M202 A

6 7

M202.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.


GENERAL NOTES:

1. SCREEN SLOT SIZE AND FILTER PACK WILL BE VERIFIED UPON

COLLECTION AND ANALYSIS OF FORMATION GRAIN SIZE

DISTRIBUTION DATA.

2. ACTUAL INJECTION WELL DEPTHS AND SCREEN LENGTHS WILL

BE DETERMINED AT TIME OF CONSTRUCTION.

3. INJECTION TRENCH WELLS GWI-BA1-01A, GWI-UP1-01A,

GWI-UP1-02A, AND GWI-UP2-01D WERE INSTALLED DURING THE

2017 PILOT STUDY.

PRELIMINARY - NOT

FOR CONSTRUCTION

2" - EGW - HDPE

LEVEL

TRANSDUCER

PITLESS

ADAPTER

2" - EGW - HDPE

GROUNDWATER INJECTION

WELL

(TYP. OF 11)

24V

PT

GENERAL NOTES:

1. REFER TO DRAWING P001 FOR P-001/P-002 AND MP-001

SPECIFICATIONS.

2. REFER TO K-EPM-DWG-P-110 AND K-EPM-DWG-P-115.

SCH 80 PVC

HDPE

PI

3/4" PVC

FR

OM

T

K-102 E

FF

LU

EN

T

TA

NK

(S

EE

N

OT

E 2)

TO ADDITIONAL

INJECTION MANIFOLD

LINES (QTY. 10)

460V

PI

3/4" PVC

M

24V INSTR

LHH

LLL

CHEMICAL PRE-TREATMENT

DRUM

CHEMICAL METERING

PUMP (WITH INTEGRAL CONTROLLER)

PRIMARY TRANSFER

PUMP

SECONDARY

TRANSFER

PUMP

2" - IGW - PVC

4" - EGW - PVC M

PT

120V

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd


CO

PY

RIG

HT

©


E. DULLE D. SLAVIN

Cimmaron Environmental Response Trust

WESTERN AREA GROUNDWATER

INJECTION SYSTEM P&ID

104407

BMCD-GWREMED-P103 A

4 10

P103.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\PROCESS\P103.DWG 8/20/2015 11:33:24 AM EDULLE

WATF BUILDING

LLL

PIPI

4" - EGW - PVC

4" - EGW - PVC

4" - EGW - PVC

1/4" O.D. DOUBLE-WALLED

POLYETHYLENE CHEMICAL INJECTION LINE

PRE-TREATMENT

INJECTION QUILL WITH

CHECK VALVE

M

120V

24V

24V

24V

IN

ST

R

24V

24V

IN

ST

R

TK-002

55 GAL

MP-001

460V

MP-002

P-001

460V

460V

TK-001

1,700 GAL

INJECTION FEED

TANK


POLYETHYLENE CHEMICAL FEED LINE

SAMPLE PORT

1

2

3

4

INTERLOCKS:

HIGH WELL WATER LEVEL; SHUT VALVE MOV-001.

LEVEL ALARM LOW; SHUT DOWN P-001/P-002, MP-001, AND

MXR-001.

LEVEL ALARM HIGH; SHUT VALVE MOV-011 AND SHUT DOWN

MP-001.

HIGH PRESSURE; SHUT VALVE MOV-001.


MXR-001 AND SHUT VALVE MOV-011.

2

1

2

3

4

5

5

5

5


MANIFOLD LINE (TYP.)

M

24V

PT

24V

IN

ST

R

6

8

MOV-001

(NC)

MOV-012

(NC)

7

120V

174

6

8

3 5

6 8

2

5

6

8

2

6

8

3

2

MXR-001

LT 9

M

10

HIGH/LOW FLOW RATE; SHUT DOWN P-001/P-002, MP-001, AND


HIGH/LOW FLOW RATE; SHUT VALVE MOV-001.

HIGH PRESSURE; SHUT DOWN P-001/P-002, MP-001, AND MXR-001

AND SHUT VALVE MOV-011.

MOV-011 POSITION MODULATES ON TK-001 FLUID LEVEL.

CONTROLS MP-001 FEED RATE.

6

7

8

9

10

5 6

8

(NC)

(NO)

(NO)

WATF-CPP

(CPP-1)

WATF-MCC

(MCC-1)

120V

CONTROL ROOM ELECTRICAL ROOM

24V INSTR

120V

11

11

LEAK DETECTED; SHUT VALVE MOV-011

LDS11

CO

MM

C

AB

LE

COMM CABLE

BRANCH LINE VALVE/

CLEANOUT VAULT

(SEE C108)

CLEANOUT

VENT

DRAIN

CO

MM

C

AB

LE

CO

MM

C

AB

LE

CO

MM

C

AB

LE

CO

MM

C

AB

LE

TT

T

PRELIMINARY - NOT

FOR CONSTRUCTION

WESTERN AREA INJECTION SYSTEM ENCLOSURE

WATF-CPP

(CPP-2)

24V

CO

MM

C

AB

LE

120V


WELL

(TYP. OF 3)

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E. DULLE D. SLAVIN


BURIAL AREA 1 GROUNDWATER

INJECTION SYSTEM P&ID

104407

BMCD-GWREMED-P104 A

5 10

P104.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

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BURIAL AREA 1 SYSTEM ENCLOSURE

SCH 80 PVC

HDPE

FROM TK-202 EFFLUENT

TANK (SEE NOTE 2)

TO ADDITIONAL

INJECTION MANIFOLD

LINES (QTY. 2)

460V

24V INSTR

LHH

LLL

CHEMICAL PRE-TREATMENT

DRUM

CHEMICAL METERING

PUMP (WITH INTEGRAL CONTROLLER)

PRIMARY TRANSFER

PUMP

SECONDARY

TRANSFER

PUMP

2" - IGW - PVC

2" - EGW - PVC

M

120V

LLL

PIPI

2" - EGW - PVC

2" - EGW - PVC

2" - EGW - PVC

120V

24V

24V

24V

IN

ST

R

24V

24V

IN

ST

R

TK-004

55 GAL

MP-002

460V

MP-004

P-003

460V

TK-003

950 GAL

INJECTION FEED

TANK


POLYETHYLENE CHEMICAL FEED LINE

2

3

GENERAL NOTES:

1. REFER TO DRAWING P001 FOR P-003/P-004 AND MP-002

SPECIFICATIONS.

2. REFER TO K-EPM-DWG-P-210 AND K-EPM-DWG-P-215.

5

5

PI

3/4" PVC

M

PT 4


MANIFOLD LINE (TYP.)

MOV-013

(NC)

7

174

3/4" PVC

M

PT

6

8

24V

IN

ST

R

24V

IN

ST

R

2

5

6

8

2

5

6

8

2

6

8

MOV-016

(NC)

3 5

6 8

120V

SAMPLE PORT

INTERLOCKS:

HIGH WELL WATER LEVEL; SHUT VALVE MOV-012.


MXR-002.

LEVEL ALARM HIGH; SHUT VALVE MOV-015 AND SHUT DOWN

MP-002.

HIGH PRESSURE; SHUT VALVE MOV-012.



1

2

3

4

5

HIGH/LOW FLOW RATE; SHUT DOWN P-003/P-004, MP-002, AND


HIGH/LOW FLOW RATE; SHUT VALVE MOV-012.

HIGH PRESSURE; SHUT DOWN P-003/P-004, MP-002, AND MXR-002

AND SHUT VALVE MOV-015.

MOV-015 POSITION MODULATES ON TK-003 FLUID LEVEL.

CONTROLS MP-002 FEED RATE.

6

7

8

9

10

PI

3


POLYETHYLENE CHEMICAL INJECTION LINE

PRE-TREATMENT

INJECTION QUILL WITH

CHECK VALVE

M

10

M

2

MXR-002

LT 9

5 6

8

(NC)

(NO)

(NO)

BA1-CPP

(CPP-4)

BA1-MCC

(MCC-2)

120V

24V INSTR

11

LEAK DETECTED; SHUT VALVE MOV-015

11

LDS 11

DRAIN

CO

MM

C

AB

LE

2" - EGW - HDPE

LEVEL

TRANSDUCER

PITLESS

ADAPTER

PT1

BRANCH LINE VALVE/

CLEANOUT VAULT

(SEE C108)

CLEANOUT

VENT

CO

MM

C

AB

LE

CO

MM

C

AB

LE

CO

MM

C

AB

LE

CO

MM

C

AB

LE

TT

T

PRELIMINARY - NOT

FOR CONSTRUCTION

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RGA 8/10/18 ED FOR REVIEW

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E. DULLE R. GONZALEZ


WATER TREATMENT DESIGN BASIS SUMMARY

EFFLUENT CRITERIA

SHEET 1

104407

BMCD-GWREMED-P202 A

7 10

P202.DWG

2015


816-333-9400


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GENERAL NOTES:

1THE MAXIMUM TREATMENT EFFLUENT URANIUM CONCENTRATION FOR RE-INJECTION OR OPDES DISCHARGE IS 30 ΜG/L. MAXIMUMCONCENTRATION PRIOR TO NITRATE REMOVAL IS NON-DETECT (1.0 ΜG/L DETECTION LIMIT).

2ANAEROBIC GROWTH ANALYSIS IS CONDUCTED BY ANALYZING THE POPULATION OF SULFATE REDUCING BACTERIA (SRB), AS A PERCENTAGE OF THETOTAL MICROBIAL POPULATION, BECAUSE SRB ARE THE MOST PROBABLE, PROLIFIC AND OBSERVABLE ANAEROBES IN GROUNDWATER.

3EPA DWEL USED FOR CONSTITUENTS FOR WHICH GROUNDWATER DATA AND CMEAN LEVELS ARE NOT AVAILABLE.4CMEAN VALUES PRESENTED IN OPDES DISCHARGE PERMIT USED FOR CONSTITUENTS FOR WHICH GROUNDWATER DATA ARE NOT AVAILABLE.5SODIUM AND CHLORIDE CONCENTRATIONS IN GROUNDWATER EXTRACTED FROM WELLS LOCATED NEAR THE CIMARRON RIVER MAY BE

SIGNIFICANTLY HIGHER THAN THE CONCENTRATIONS REPORTED FOR SITE MONITORING WELLS.PRELIMINARY - NOT

FOR CONSTRUCTION

DEFINITIONS:

BA1 - BURIAL AREA 1

CaCO

3

- CALCIUM CARBONATE

C

mean

- MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT.

CONC. - CONCENTRATION

DWEL - DRINKING WATER EQUIVALENT LEVEL

EPA - ENVIRONMENTAL PROTECTION AGENCY

Fe

2+

- FERROUS IRON

LSI - LANGELIER SATURATION INDEX

mg/L - MILLIGRAMS PER LITER

OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM

SiO

2

- SILICA DIOXIDE

s.u. - STANDARD UNITS

TDS - TOTAL DISSOLVED SOLIDS

TOC - TOTAL ORGANIC CARBON

TSS - TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER

USEPA - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY

WATF - WESTERN AREA TREATMENT FACILITY

APPLICABLE EFFLUENT STANDARDS:

1. CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT

2. INJECTION CRITERION

3. EPA DWEL

4. C

MEAN

PRESENTED IN THE OPDES PERMIT

5. AVERAGE INFLUENT CONCENTRATIONS FOR WATF AND BA1 GROUNDWATER PROCESS STREAMS

6. WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT

RATIONALE FOR ESTABLISHING EFFLUENT CRITERIA:

1. CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT APPLY FOR URANIUM, NITRATE, FLUORIDE, AND PH.

2. THE INJECTION CRITERION APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., HETEROTROPHIC PLATE COUNT, LSI, ETC.).

B. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

3. EPA DWELS APPLY IF THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE, THE CONSTITUENT IS NOT REFERENCED IN THE OPDES PERMIT, AND NO OTHER STANDARD (I.E., USEPA MCL)

EXITS (E.G., MOLYBDENUM, BORON).

4. THE C

MEAN

PRESENTED IN THE OPDES PERMIT APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. OF A REGULATED CONSTITUENT (E.G., SELENIUM).

B. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., COPPER).

5. THE INFLUENT CONCENTRATION APPLIES IF:

A. AN INJECTION CRITERION EXISTS, THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G., C

MEAN

) [E.G., SULFATE].

B. AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE – WATF PROCESS STREAM).

6. WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS).

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E. DULLE D. SLAVIN



EFFLUENT CRITERIA

SHEET 2

104407

BMCD-GWREMED-P203 A

8 10

P203.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

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PRELIMINARY - NOT

FOR CONSTRUCTION

DEFINITIONS:

BA1 - BURIAL AREA 1

CaCO

3

- CALCIUM CARBONATE

C

mean

- MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT.

CONC. - CONCENTRATION

DWEL - DRINKING WATER EQUIVALENT LEVEL

EPA - ENVIRONMENTAL PROTECTION AGENCY

Fe

2+

- FERROUS IRON



OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM

SiO

2

- SILICA DIOXIDE






USEPA - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY


APPLICABLE EFFLUENT STANDARDS:

1. CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT

2. INJECTION CRITERION

3. EPA DWEL

4. C

MEAN

PRESENTED IN THE OPDES PERMIT

5. AVERAGE INFLUENT CONCENTRATIONS FOR WATF AND BA1 GROUNDWATER PROCESS STREAMS

6. WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT

RATIONALE FOR ESTABLISHING EFFLUENT CRITERIA:

1. CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT APPLY FOR URANIUM, NITRATE, FLUORIDE, AND PH.

2. THE INJECTION CRITERION APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., HETEROTROPHIC PLATE COUNT, LSI, ETC.).

B. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

3. EPA DWELS APPLY IF THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE, THE CONSTITUENT IS NOT REFERENCED IN THE OPDES PERMIT, AND NO OTHER STANDARD (I.E., USEPA MCL)

EXITS (E.G., MOLYBDENUM, BORON).

4. THE C

MEAN

PRESENTED IN THE OPDES PERMIT APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. OF A REGULATED CONSTITUENT (E.G., SELENIUM).

B. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., COPPER).

5. THE INFLUENT CONCENTRATION APPLIES IF:

A. AN INJECTION CRITERION EXISTS, THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G., C

MEAN

) [E.G., SULFATE].

B. AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE – WATF PROCESS STREAM).

6. WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS).

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E. DULLE D. SLAVIN



INJECTION CRITERIA

104407

BMCD-GWREMED-P204 A

9 10

P204.DWG

2015


816-333-9400


9400 WARD PARKWAY

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PRELIMINARY - NOT

FOR CONSTRUCTION

DEFINITIONS:

BA1 - BURIAL AREA 1

CaCO

3

- CALCIUM CARBONATE



mL - MILLILITER

mV - MILLIVOLT

ORP - OXIDATION-REDUCTION POTENTIAL

SiO2 - SILICA DIOXIDE






µm - MICROMETER

µS/CM - MICROSIEMENS PER CENTIMETER


WSE - WATER SYSTEMS ENGINEERING INC.

BOLD - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION. PRETREATMENT WILL BE REQUIRED PRIOR TO INJECTION UNLESS OTHERWISE NOTED.

BOLD (WITH SHADE) - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION; HOWEVER PRETREATMENT WILL NOT BE REQUIRED INITIALLY. IN-PROCESS MONITORING RESULTS WILL BE EVALUATED TO ASSESS THE NEED FOR FUTURE PRETREATMENT.

GENERAL NOTES:

1. AN UNDERGROUND INJECTION CONTROL (UIC) PERMIT WILL NOT BE REQUIRED FOR TREATED WATER INJECTION; THEREFORE THERE WILL BE NO PERMIT REQUIREMENTS FOR THE INJECTATE.

2. RESULTS OF THE WSE EVALUATION WERE PRESENTED IN A LETTER REPORT ENTITLED INJECTION WELL WATER QUALITY CRITERIA (DATED 9/25/18).

3. THE CRITERIA PRESENTED IN THIS TABLE APPLY ONLY TO TREATMENT SYSTEM EFFLUENTS UTILIZED FOR AQUIFER INJECTION.

1

ORP IS DEPENDENT ON NATURAL WATER CHEMISTRY AND ANY INDUCED SUBSURFACE TREATMENT TECHNOLOGIES EMPLOYED.

2

TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR BA1 ONLY.

3

TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR WATF ONLY.

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E. DULLE D. SLAVIN


GROUNDWATER EXTRACTION AND INJECTION

FLOW RATE SUMMARY

104407

BMCD-GWREMED-P205 A

10 10

P205.DWG

2015


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

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PRELIMINARY - NOT

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CO

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©

OCTOBER 2018 J. BEABER

J. HELLEBUSCH D. BUTLER


SINGLE LINE DRAWING

WESTERN AREA TREATMENT BUILDING

104407

BMCD-GWREMED-E101 A

2 12

E101.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

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ON

NE

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IN

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PA

NY

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C.

PAD MOUNTED XFMR

500 KVA

MCC-1

WATF BUILDING 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12

GE-WU-01 CB

15A

0.33

HP

GE-WU-01 CONT

SIZE 0

P-8

GE-WU-01

GE-WAA-03 CB

15A

1.5

HP

GE-WAA-03 CONT

SIZE 0

P-13

GE-WAA-03

GE-WAA-01 CB

15A

GE-WAA-04 CB

15A

GE-WAA-02 CONT

SIZE 0

GE-WAA-01 CONT

SIZE 0

GE-WAA-04 CONT

SIZE 0

P-11

P-14

GE-WAA-02GE-WAA-01 GE-WAA-04

GE-WAA-05

GE-WAA-06 CB

15A

GE-WAA-06 CONT

SIZE 0

P-15

GE-WAA-06

GE-WAA-07 CB

15A

GE-WAA-08 CB

15A

GE-WAA-09 CB

15A

GE-WAA-10 CB

15A

GE-WAA-11 CB

15A

GE-WAA-12 CB

15A

GE-WAA-13 CB

15A

GE-WAA-07 CONT

SIZE 0

GE-WAA-08 CONT

SIZE 0

GE-WAA-09 CONT

SIZE 0

GE-WAA-10 CONT

SIZE 0

GE-WAA-12 CONT

SIZE 0

GE-WAA-13 CONT

SIZE 0

P-18 P-19

P-20P-21

GE-WAA-07 GE-WAA-08 GE-WAA-10 GE-WAA-11 GE-WAA-12 GE-WAA-13

GETR-WU-01A CB

15A

GETR-WU-01A

GE-WAA-05 CB

15A

GE-WAA-05 CONT

SIZE 0

GETR-WU-01A CONT

SIZE 0

P-9 P-10

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

1.5

HP

0.5

HP

CPP-2 CB

30A

P-4

WA INJECTION

ENCLOSURE PANEL

CPP-2

P-6 P-7

2E 2G2A 2B 2C

3D 3E

3F 3G 3H 3J

2D

2K2J

2H

2L 2M 3A 3B 3C

800AT

800AF

400AT

400AF

1A

2C

WESTERN AREA TREATMENT BUILDING 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12

SWBD-A

(BY OTHERS)

SEE DWG K-EPM-DWG-DWG-E-110

OG&E DROP #1

13.2KV 3PH

NOTES:

1. SEE DRAWING E105 THROUGH E107 FOR

CABLE AND CONDUIT SIZES.

2. SEE DRAWING E103 FOR MCC ELEVATION.

3. CABLE AND CONDUIT BETWEEN SWBD-1

AND MCC-1 SHALL BE PROVIDED BY

OTHERS.

13.2KV

480V/277V

GETR-WU-02A

1.5

HP

2F

30A

1H

10 KVA

480VAC-120/240V

PP-2

1PH, 3W

IJ

1D

P-5

P-12 P-17

GE-WAA-09

METER

(BY OG&E)

WESTERN AREA TREATMENT BUILDING 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12

GE-WAA-02 CB

15A

GETR-WU-02A CB

15A

GETR-WU-02A CONT

SIZE 0

P-16

GE-WAA-11 CONT

SIZE 0

GE-WAA-14 CB

15A

GE-WAA-14 CONT

SIZE 0

GE-WAA-14

1.5

HP

GE-WAA-15 CB

15A

GE-WAA-15 CONT

SIZE 0

GE-WAA-15

1.5

HP

Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\ELECTRICAL\E101.DWG 10/29/2018 1:03 PM JROBERSON

P-3

1A

3K

SPARE CB

15A

SPARE CONT

SIZE 0

SPARE

SPARE CB

15A

SPARE CONT

SIZE 0

SPARE

SPARE CB

15A

SPARE CONT

SIZE 0

SPARE

A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW

JFR AMG

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PRELIMINARY - NOT

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SINGLE LINE DRAWING

BURIAL AREA 1

INJECTION SYSTEM ENCLOSURE

104407

BMCD-GWREMED-E102 A

3 12

E102.dwg

2015


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

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ON

NE

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IN

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PA

NY

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C.

T2

10 KVA

480VAC-120/240V

PP-4

1PH, 3W

OG&E DROP #2

13.2KV 3PH

1H

GE-BA1-02 CB

15A

GE-BA1-04 CB

15A

GE-BA1-05 CB

15A

GE-BA1-06 CB

15A

GE-BA1-07 CB

15A

GE-BA1-08 CB

15A

GETR-BA1-02A CB

15A

P-43

GETR-BA1-02A

GE-BA1-09 CB

15A

GETR-BA1-01A

VFD

GETR-BA1-01A CB

15A

GETR-BA1-01B CB

15A

GE-BA1-02 CONT

SIZE 0

GE-BA1-04 CONT

SIZE 0

GE-BA1-05 CONT

SIZE 0

GE-BA1-06 CONT

SIZE 0

GE-BA1-07 CONT

SIZE 0

GE-BA1-08 CONT

SIZE 0

GE-BA1-09 CONT

SIZE 0

P-45

P-53

P-42

GE-BA1-02

GE-BA1-04 GE-BA1-05 GE-BA1-06 GE-BA1-07 GE-BA1-08 GE-BA1-09

GETR-BA1-01A GETR-BA1-01B

0.75

HP

0.75

HP

0.75

HP

0.75

HP

0.75

HP

0.75

HP

0.75

HP

0.75

HP

0.75

HP

0.75

HP

0.75

HP

3C

P-003 CB

15A

P-003 CONT

SIZE 0

0.5

HP

P-004 CB

15A

P-004 CONT

SIZE 0

P-004

TRANSFER PUMP

MXR-002 CB

15A

MXR-002 CONT

SIZE 0

MXR-002

MIXER MOTOR

P-003

TRANSFER PUMP

0.5

HP

0.5

HP

3D

3F 3G 3H 3J 3K

3A 3B2E 2G2F

NOTES:

1. SEE DRAWING E105 THROUGH

E107 FOR CABLE AND

CONDUIT SIZES.

2. SEE DRAWING E104 FOR MCC

ELEVATION.

P-54

P-44

1J

2A

30A

(3) SINGLE PHASE

POLE MOUNTED XFMRS

75 KVA

1A

13.2KV

480V/277V

60A

TO ION EXCHANGE SKID

(BY OTHERS)

SEE K-EPM-DWG-E-210

METER

60A 60A

P-52

(BY OG&E)

MCC-2

BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12

BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12

P-41

P-46 P-48P-47

GE-BA1-03 CB

15A

GE-BA1-03 CONT

SIZE 0

GE-BA1-03


VFD

GETR-BA1-01B

VFD

VFD

GETR-BA1-02A

VFD

VFD

3E

3L

SPARE CB

15A

SPARE CONT

SIZE 0

SPARE

3M

P-50 P-51P-49


DESIGN REVIEW

JFR AMG

A

B

C

D

SECTION 1 SECTION 2 SECTION 3 SECTION 4

GE-WU-01

PUMP

GETR-WU-01A

PUMP

480VAC

TO

120/240V

XFMR

PP-2

120/240V

CB

PANEL

E

F

G

H

J

K

L

M

GETR-WU-02A

PUMP

GE-WAA-01

PUMP

GE-WAA-02

PUMP

GE-WAA-03

PUMP

GE-WAA-04

PUMP

GE-WAA-05

PUMP

GE-WAA-06

PUMP

GE-WAA-07

PUMP

GE-WAA-08

PUMP

GE-WAA-10

PUMP

GE-WAA-11

PUMP

GE-WAA-12

PUMP

SPARE

CPP-2

WA CONTROL PANEL

480VAC

XFMR

DISCONNECT

MAIN

LUG

COMPARTMENT

SPACE

GE-WAA-13

PUMP

GE-WAA-14

PUMP

GE-WAA-15

PUMP

GE-WAA-09

PUMP

SPACE

SPACE

SPARE

SPARE

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©




MCC AND TRANSFORMER ELEVATION

WESTERN AREA TREATMENT BUILDING

104407

BMCD-GWREMED-E103 A

4 12

E103.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

NOTES:

1. SEE DRAWING E101 FOR SINGLE LINE.

2. SEE DRAWING E108 FOR PANELBOARD SCHEDULE.

3. MCC-1 SHALL BE LOCATED WITHIN THE WATF

BUILDING. SEE DRAWING K-EPM-DWG-E115 FOR

MCC-1 LOCATION WITHIN THE WATF BUILDING.


MCC-1

ELEVATION VIEW


DESIGN REVIEW

JFR AMG

SECTION 1 SECTION 2

MAIN

CB

480VAC

TO

120/240V

XFMR

PP-4

120/240V

CB

PANEL

SECTION 3

A

B

C

D

E

F

G

H

J

K

L

M

GETR-BA1-01B

PUMP

GE-BA1-02

PUMP

GE-BA1-03

PUMP

GE-BA1-04

PUMP

GE-BA1-05

PUMP

GE-BA1-06

PUMP

GE-BA1-07

PUMP

GE-BA1-08

PUMP

GE-BA1-09

PUMP

SPARE

P-003

TRANSFER PUMP

P-004

TRANSFER PUMP

MXR-002

MIXER MOTOR

SPACE

480VAC

XFMR

DISCONNECT

GETR-BA1-01A

PUMP

SPACE

SPACE

SPACE

GETR-BA1-02A

PUMP

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©




MCC AND TRANSFORMER ELEVATION

BURIAL AREA 1

INJECTION SYSTEM ENCLOSURE

104407

BMCD-GWREMED-E104 A

5 12

E104.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

NOTES:

1. SEE DRAWING E102 FOR SINGLE LINE.

2. SEE DRAWING E108 FOR PANELBOARD SCHEDULE.

3. MCC-2 SHALL BE LOCATED WITHIN THE BURIAL

AREA 1 TREATMENT SYSTEM ENCLOSURE. SEE

DRAWING M104 FOR LOCATION.


MCC-2

ELEVATION VIEW


DESIGN REVIEW

JFR AMG

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©




CABLE AND CONDUIT SCHEDULE

104407

BMCD-GWREMED-E105 A

6 12

E105.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\ELECTRICAL\E105.DWG 10/12/2018 9:05 AM JROBERSON


DESIGN REVIEW

JFR AMG

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©





104407

BMCD-GWREMED-E106 A

7 12

E106.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.



DESIGN REVIEW

JFR AMG

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©





104407

BMCD-GWREMED-E107 A

8 12

E107.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.



DESIGN REVIEW

JFR AMG

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©




PANELBOARD SCHEDULES

104407

BMCD-GWREMED-E108 A

9 12

E108.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.


DESIGN REVIEW

JFR AMG

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©




COMMUNICATION SYSTEM ARCHITECTURE

SHEET 1

104407

BMCD-GWREMED-E109 A

10 12

E109.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

GETR-WU-02A

WELL SITE

GETR-WU-01A

WELL SITE

GE-WU-01

WELL SITE

GE-WAA-06

WELL SITE

GE-WAA-07

WELL SITE

GE-WAA-08

WELL SITE

GE-WAA-09

WELL SITE

FLOW XMTR

PSI XMTR

LEVEL XMTR

GE-WAA-10

WELL SITE

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

GE-WAA-11

WELL SITE

GE-WAA-12

WELL SITE

GE-WAA-13

WELL SITE

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

GE-WAA-05

WELL SITE

GE-WAA-14

WELL SITE

GE-WAA-15

WELL SITE

ETHERNET

TO BURIAL AREA 1

INJECTION SYSTEM

ENCLOSURE

DRAWING E110

WAA-REMOTE PLC CABINET - CPP-3WATF BUILDING - CONTROL ROOM

FIBER TO

ETHERNET

SWITCH / MEDIA

CONVERTER

FIBER

FIBERETHERNET

ETHERNET

MOTOR CONTROL CENTER (MCC-1)

WATF BUILDING - ELECTRICAL ROOM

CPP-3 PLC

FIBER TO

ETHERNET SWITCH /

MEDIA CONVERTER

(18) 9/C #14

(1) 3/C #14

DIG

IT

AL

OU

TP

UT

S

DIG

IT

AL

IN

PU

TS

CPP-1 PLC

#14 TSP

HMI

PSI XMTR (11)

INJECTION

WELLS

NOTES:

1. SEE DRAWING K-EPM-DWG-J-115 FOR

CONTROL SYSTEM NETWORK BY OTHERS.

CO

MM

S.

ET

HE

RN

ET

DIG

IT

AL

IN

PU

TS

SECURITY INTRUSION

SENSOR

CO

MM

S.

ET

HE

RN

ET

TO WATER

TREATMENT

SYSTEM PLC

(BY OTHERS)

#14 TSP

GE-WU-01

MOTOR STARTER

AND STATUSES

GETR-WU-01A

MOTOR STARTER

AND STATUSES

GE-WAA-02

MOTOR STARTER

AND STATUSES

GE-WAA-01

MOTOR STARTER

AND STATUSES

GETR-WU-02A

MOTOR STARTER

AND STATUSES

GE-WAA-05

MOTOR STARTER

AND STATUSES

GE-WAA-03

MOTOR STARTER

AND STATUSES

GE-WAA-04

MOTOR STARTER

AND STATUSES

GE-WAA-13

MOTOR STARTER

AND STATUSES

GE-WAA-06

MOTOR STARTER

AND STATUSES

GE-WAA-07

MOTOR STARTER

AND STATUSES

GE-WAA-08

MOTOR STARTER

AND STATUSES

GE-WAA-14

MOTOR STARTER

AND STATUSES

GE-WAA-15

MOTOR STARTER

AND STATUSES

12-COUNT

FIBER PATCH PANEL

(BY OTHERS)


GE-WAA-09

MOTOR STARTER

AND STATUSES

GE-WAA-10

MOTOR STARTER

AND STATUSES

GE-WAA-11

MOTOR STARTER

AND STATUSES

GE-WAA-12

MOTOR STARTER

AND STATUSES

WATF BUILDING

SECURITY INTRUSION SENSOR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

GE-WAA-02

WELL SITE

GE-WAA-03

WELL SITE

3/C #14

FIBER

12-COUNT

FIBER PATCH PANEL

TO WA INJECTION

SYSTEM ENCLOSURE

DRAWING E110

GE-WAA-04

WELL SITE


DESIGN REVIEW

JFR AMG

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©




COMMUNICATION SYSTEM ARCHITECTURE

SHEET 2

104407

BMCD-GWREMED-E110 A

11 12

E110.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

GETR-BA1-01A

WELL SITE

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

FLOW XMTR

PSI XMTR

LEVEL XMTR

BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE

CPP-4 PLC

FIBER TO

ETHERNET

SWITCH / MEDIA

CONVERTER

DIG

IT

AL

OU

TP

UT

S

DIG

IT

AL

IN

PU

TS

MOTOR CONTROL CENTER (MCC-2)

AT BURIAL AREA 1 INJECTION

SYSTEM ENCLOSURE

WATF

BUILDING

DWG E109

(14) 9/C #14

(4) #14 TSP

FIBER

ETHERNET

GE-BA1-03

MOTOR STARTER

AND STATUSES

GE-BA1-04

MOTOR STARTER

AND STATUSES

GE-BA1-05

MOTOR STARTER

AND STATUSES

GE-BA1-06

MOTOR STARTER

AND STATUSES

GE-BA1-07

MOTOR STARTER

AND STATUSES

GE-BA1-08

MOTOR STARTER

AND STATUSES

GE-BA1-09

MOTOR STARTER

AND STATUSES

GETR-BA1-01B

WELL SITE

GE-BA1-07

WELL SITE

GE-BA1-06

WELL SITE

GETR-BA1-02A

WELL SITE

GE-BA1-05

WELL SITE

GE-BA1-02

WELL SITE

GE-BA1-04

WELL SITE

GE-BA1-03

WELL SITE

GE-BA1-09

WELL SITE

FLOW XMTR

PSI XMTR

LEVEL XMTR

GE-BA1-08

WELL SITE

P-003

MOTOR STARTER

AND STATUSES

P-004

MOTOR STARTER

AND STATUSES

MXR-002

MOTOR STARTER

AND STATUSES

FLOW XMTR (5)

PSI XMTR (4)

LEVEL XMTR (1)

INJECTION

SYSTEM

NOTES:

1. SEE DRAWING KUR-ENVI01-001-DWG-J115 FOR

CONTROL SYSTEM NETWORK BY OTHERS.

AN

ALO

G

OU

TP

UT

AN

ALO

G

IN

PU

T

CO

MM

S.

ET

HE

RN

ET

HMI

TO WATER TREATMENT

SYSTEM PLC (BY OTHERS)

INJECTION

SYSTEM

LEVEL SWITCH (3)

LEAK DETECTION (1)

BURIAL AREA 1 INJECTION

SYSTEM ENCLOSURE

SECURITY

INTRUSION SENSOR

PSI XMTR (3)

INJECTION

WELLS

MOVS (4)

INJECTION

SYSTEM

(12) COUNT FIBER

PATCH PANEL

FLOW XMTR

PSI XMTR

LEVEL XMTR


GE-BA1-02

MOTOR STARTER

AND STATUSES

GETR-BA1-01A

VFD STATUSES AND

SPEED

VFDS

AT BURIAL AREA 1 INJECTION

SYSTEM ENCLOSURE

GETR-BA1-01B

VFD STATUSES

AND SPEED

GETR-BA1-02A

VFD STATUSES

AND SPEED

#14 TSP #14 TSP

#14 TSP

WA INJECTION SYSTEM ENCLOSURE

CPP-2 PLC

FIBER TO

ETHERNET

SWITCH / MEDIA

CONVERTER

DIG

IT

AL

OU

TP

UT

S

DIG

IT

AL

IN

PU

TS

WATF

BUILDING

DWG E109

FIB

ER

ETHERNET

AN

ALO

G

OU

TP

UT

AN

ALO

G

IN

PU

T

CO

MM

S.

ET

HE

RN

ET

HMI

TO WATER TREATMENT

SYSTEM PLC (BY OTHERS)

MOVS (12)

INJECTION

SYSTEM

(12) COUNT FIBER

PATCH PANEL

#14 TSP

P-001

MOTOR STARTER

AND STATUSES

MXR-001

MOTOR STARTER

AND STATUSES

P-002

MOTOR STARTER

AND STATUSES

FLOW XMTR (13)

PSI XMTR (12)

LEVEL XMTR (1)

INJECTION

SYSTEM

(3) 9/C #14

(5) #14 TSP

#14 TSP

INJECTION

SYSTEM

LEVEL SWITCH (3)

LEAK DETECTION (1)


DESIGN REVIEW

JFR AMG

WA INJECTION

SYSTEM ENCLOSURE

SECURITY

INTRUSION SENSOR

10'-0"

BOTTOM OF PLATFORM

T/GRADE

WAA-REMOTE

PLC

CPP-3

Sca

le

F

or M

icro

film

in

g

In

ch

es

Millim

ete

rs


1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckd

PRELIMINARY - NOT

FOR CONSTRUCTION

CO

PY

RIG

HT

©




ELECTRICAL DETAILS

104407

BMCD-GWREMED-E111 A

12 12

E111.dwg

2018


816-333-9400


9400 WARD PARKWAY

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

C003

ACONTROL PANEL DETAIL

N.T.S.


DESIGN REVIEW

JFR AMG

HORIZONTAL

VERTICAL

HORIZONTAL

VERTICAL

by

1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

ckdSc

ale

For M

icro

film

ing

Inch

esM

illim

eter

s



CO

PYR

IGH

T ©

AUGUST 2018 B. WEIS

B. WEIS R. BETTMENG

Cimarron Environmental Response TrustPIPE & CONDUIT TRENCH SECTIONS -

SHEET 1

104407 -


C105 PIPE-CONDUIT 1.DWG

2018



BUR

NS

& M

cDO

NN

ELL

ENG

INEE

RIN

G C

OM

PAN

Y, IN

C.

Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\C105 PIPE-CONDUIT 1.DWG 9/18/2015 4:10:49 PM BWEIS

SAFETY WARNING TAPE, TYP. ABOVEEACH PIPE, CONDUIT, OR GRID

C003ASECTION

COMPACTED BACKFILL (SEENOTES)

EXISTING GROUNDSURFACE

6"(MIN.)

3" WA GROUNDWATER EXTRACTION LINE 2

INSTRUMENTATION CABLESCONDUIT (SEE ELECTRICALDRAWINGS FOR CONDUIT SIZESAND DETAILS)

ELECTRICAL WIRE CONDUITS (SEE ELECTRICALDRAWINGS FOR CONDUIT SIZES AND DETAILS)

SAND GRAVEL MIXBACKFILL (SEE NOTES)

36" (

MIN

.) C

OVE

RAL

L PI

PES

AND

CO

ND

UIT

S AS

PRAC

TIC

AL (S

EE N

OTE

13)

NOT TO SCALE

PIPE & CONDUIT TRENCH SECTIONS NOTES:

1. TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH OSHA STANDARDS.

2. NUMBER OF CABLES AND ARRANGEMENT IN ELECTRICAL WIRE CONDUIT GRID MAY VARY, SHOWN FOR VISUAL CONCEPT PURPOSESONLY. CONTRACTOR SHALL ORGANIZE CONDUITS / WIRING IN A LOGICAL ARRANGEMENT. SUBMIT PROPOSED ARRANGEMENT FORAPPROVAL AND PROVIDE AS BUILT CONDITIONS.

3. CLEARANCE AROUND PIPES / CONDUITS SHALL BE INCREASED IF NECESSARY TO ATTAIN GOOD COMPACTION IN HAUNCHES OFPIPES.

4. SAFETY WARNING TAPE COLOR AND TEXT SHALL BE SPECIFIC TO THE PIPE, CONDUIT, OR ELECTRICAL GRID IT IS INSTALLED TOPROTECT ("GAS, PIPES SHALL BE YELLOW TAPE THAT INCLUDES THE TEXT "BURIED GAS PIPE").

5. BACKFILL SHALL BE CLEAN, ACCEPTABLE EXCAVATED SOIL DURING TRENCHING OR FROM BORROW SOURCE.

6. PLACE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS. COMPACT COHESIVE SOILS TO A MINIMUM OF 85% (95%IN AREAS OF ASPHALT OR GRAVEL PAVEMENT) OF MAXIMUM DRY DENSITY WITHIN THE MOISTURE RANGE OF +/- 3% ABOVE OPTIMUMAS DETERMINED BY ASTM D698.

7. PLACE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 6 INCHES IN THICKNESS. 4" BEDDING BELOW PIPING OR CONDUIT TO BECOMPACTED TO A MINIMUM OF 90% OF MAXIMUM DRY DENSITY WITHIN THE MOISTURE RANGE OF +/- 3%. SUBSEQUENT BEDDING TOBE COMPACTED BY HAND OR MECHANICAL METHODS. SUITABLE CLEAN MATERIAL TO BE PROVIDED BY CONTRACTOR.

8. ALL PIPING / CONDUIT WILL BE BURIED BENEATH THE ESTABLISHED FROST LINE (18 INCHES).

9. DISCHARGE PIPING TRENCH BACKFILL (BEDDING AND SOIL) SHALL BE COMPACTION TESTED IN ACCORDANCE WITH ASTM D6938 AT AFREQUENCY OF ONCE EVERY 300 LINEAR FEET. BACKFILL FAILING TO MEET COMPACTION REQUIREMENTS SHALL BERE-COMPACTED AND TESTED AT NO COST TO OWNER/ENGINEER.

10. ELECTRICAL WIRE CONDUIT GRID (DUCT BANK) SHALL CONTAIN PLASTIC SPACERS WITH CONDUITS PLACED AT 7.5 INCH CENTERS,AND SHALL BE BACKFILLED WITH SAND.

11. TRACER WIRE AND TEST STATIONS SHALL BE INSTALLED IN TRENCHES WITHOUT ELECTRICAL POWER OR INSTRUMENTATIONCABLES. TEST STATIONS SHALL BE INSTALLED AT A MAXIMUM OF ONCE EVERY 1000 FEET.

12. CONTRACTOR MAY ELECT TO CONSTRUCT A FLAT BOTTOM TRENCH IF IT IS DETERMINED TO BE A MORE ECONOMICAL APPROACH.MINIMUM CLEARANCES SHOWN MUST BE PROVIDED.

13. IF ROCK OR GROUNDWATER IS ENCOUNTERED AT SHALLOW DEPTHS ALONG TRENCH ALIGNMENT, MINIMUM PIPE / CONDUIT COVERDEPTH MAY BE REDUCED TO 12" BELOW EXISTING GROUND SURFACE IF 6" MOUND ABOVE EXISTING SURFACE IS PROVIDED TOMAINTAIN 18" TOTAL COVER. MOUNDING MAY NOT BE PERMISSIBLE IN DRAINAGE WAYS OR AREAS TO BE MOWED. ENGINEER SHALLAPPROVE ALL AREAS WHERE MOUNDING IS PROPOSED, SUBMIT AREAS OF PROPOSED MOUNDING FOR APPROVAL PRIOR TOCONSTRUCTION.

14. AIR RELEASE VALVES SHALL BE PROVIDED AT ALL HIGH POINTS OF PRESSURE WATER PIPE SYSTEMS. CONTRACTOR SHALLCONSTANTLY MONITOR PIPE INSTALLATION ELEVATIONS TO DETERMINE ALL HIGH POINTS. SEE SHEET C108 FOR AIR RELEASEVALVE DETAILS.


C004BSECTION

COMPACTED BACKFILL (SEENOTES) EXISTING GROUND

SURFACE

6"(MIN.)

6" MIN., TYPCLEARANCE BETWEENPIPES / CONDUITS

4"(M

IN.) SAND GRAVEL MIX

BACKFILL (SEE NOTES)

36" (

MIN

.) C

OVE

RAL

L PI

PES

AND

CO

ND

UIT

S AS

PRAC

TIC

AL (S

EE N

OTE

13)

NOT TO SCALE

C004CSECTION

NOT TO SCALE

4"(M

IN.)

6" FIRESUPPRESSIONWATER SUPPLYPIPE TO HYDRANT

1" COMMUNICATIONCONDUIT / CABLE FROMUTILITY TO WA TREATMENTBUILDING

4"(M

IN.)




6" WA GROUNDWATEREXTRACTION LINE 1

8" TREATMENTDISCHARGE PIPE TOWA OUTFALL


VARIES 4"(M

IN.)

6"(MIN.)

4"(M

IN.)

4" MIN.(TYP.)

6" MIN., TYP. CLEARANCEBETWEEN PIPES / CONDUITS

4" MIN.(TYP.)

36" (

MIN

.) C

OVE

RAL

L PI

PES

AND

CO

ND

UIT

S AS

PRAC

ITC

AL (S

EE N

OTE

13)

ELECTRICAL WIRE CONDUIT GRID (SEEELECTRICAL DRAWINGS FOR CONDUIT SIZESAND DETAILS), INCLUDES 1" FIBER OPTIC CABLE/ CONDUIT FROM WA TREATMENT BUILDING TOWA RTU CABINET (SEE NOTE 10)

2" POTABLE WATERSUPPLY PIPE TO WATREATMENT BUILDING

6" MIN., TYP CLEARANCEBETWEEN PIPES / CONDUITS

4"(M

IN.)

12" (

MAX

.), T

YP.

4"(M

IN.)

12" (

MAX

.), T

YP.

4"(M

IN.)

12" (

MAX

.), T

YP.


INSTRUMENTATION CABLESCONDUIT (SEE ELECTRICALDRAWINGS FOR CONDUITSIZES AND DETAILS)

HORIZONTAL

VERTICAL

HORIZONTAL

VERTICAL

by

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Cimarron Environmental Response TrustPIPE & CONDUIT TRENCH SECTIONS -

SHEET 2

104407 -


C106 PIPE-CONDUIT 2.DWG

2018



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36" (

MIN

.) C

OVE

RAL

L PI

PES

AND

CO

ND

UIT

S AS

PRAC

TIC

AL (S

EE N

OTE

13,

C10

5)

2" GROUNDWATERINJECTION SUPPLY PIPES

LOCATIONAPPROXIMATE

FIBER OPTIC CABLE /CONDUIT (SEE ELECTRICALDRAWINGS FOR DETAILS)

INSTRUMENTATION CABLE /CONDUIT (SEE ELECTRICALDRAWINGS FOR DETAILS)

REP

LAC

EDSO

IL (1

3' ±

)

TOP OFINJECTION

TRENCHGWI-UP2-01

C004DSECTION

NOT TO SCALE




36" (

MIN

.) C

OVE

RAL

L PI

PES

AND

CO

ND

UIT

S AS

PRAC

TIC

AL (S

EE N

OTE

13,

C00

5)

VAR

IES

6"(MIN.)

SAND GRAVEL MIXBACKFILL (SEE NOTES)VARIES 4"

(MIN

.)

4" TREATMENTDISCHARGE PIPETO BA1 OUTFALLELECTRICAL WIRE CONDUIT GRID (SEE

ELECTRICAL DRAWINGS FOR CONDUIT SIZESAND DETAILS), INCLUDES 1" FIBER OPTIC CABLE/ CONDUIT FROM WA TREATMENT BUILDING TOCENTRAL CONTROL BUILDING (SEE NOTE 10,SHEET C105)

2" INJECTIONSUPPLY PIPES

6" BA1 GROUNDWATEREXTRACTION LINE 1

INSTRUMENTATIONCABLES / CONDUIT (SEEELECTRICAL DRAWINGSFOR DETAILS)

C006ESECTION

4"(M

IN.)



NOTE:

1. SEE SHEET C105 FOR PIPE & CONDUITTRENCH SECTION NOTES.


4" (M

IN.)

12" (

MAX

.), T

YP.

4" (M

IN.)

12" (

MAX

.),TY

P.SAFETY WARNING TAPE, TYP. ABOVEEACH PIPE, CONDUIT, OR GRID COMPACTED BACKFILL (SEE

NOTES)EXISTING GROUNDSURFACE

36" (

MIN

.) C

OVE

RAL

L PI

PES

AND

CO

ND

UIT

S AS

PRAC

TIC

AL (S

EE N

OTE

13,

C10

5)

INSTRUMENTATION CABLE /CONDUIT (SEE ELECTRICALDRAWINGS FOR CONDUIT SIZESAND DETAILS)

SAND GRAVEL MIXBACKFILL

6"(MIN.)4"

(MIN

.)

C003FSECTION

4" (M

IN.)

12" (

MAX

.),TY

P.

2" GROUNDWATEREXTRACTION PIPELATERAL

POWER SUPPLY CABLE / CONDUIT(SEE ELECTRICAL DRAWINGS FORCONDUIT SIZES AND DETAILS)

4"(M

IN.)


NOT TO SCALENOT TO SCALE

CONSTRUCTIONPRIOR TO PIPEINSTALLATIONTRENCHING

PL

PL

PL

PL

PL

PLPL PL PL PL

Scal

e Fo

r Mic

rofil

min

gIn

ches

Milli

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ers


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Cimarron Environmental Response TrustOUTFALL DETAILS

104407 -


C107 OUTFALL DETAILS.DWG

2018



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HEADWALL

CHECK VALVE

HEADWALL

HDPE DISCHARGEPIPE

1 1/4" DIA. X 5 1/2" HILTISTAINLESS STEEL EXPANSIONANCHOR, MIN. EMBEDMENT2 1/2" (TYP.)

CHECK VALVE

RIVERFLOW

CURVE BILL

HDPE DISCHARGEPIPE

(NOT TO SCALE)

D

5' MIN.

10' M

IN.

TYPE 1, 36-INCHOK DOT RIPRAP,UNDERLAY WITHGEOTEXTILE

CIMARRON RIVER

HEADWALL, CHECK VALVE,AND RIP-RAP APRON

WESTERN AREA OUTFALL PLAN

CIMARRON RIVER

HEADWALL, CHECK VALVE,AND RIP-RAP APRON

BURIAL AREA 1 OUTFALL PLAN

CHECK VALVE

(NOT TO SCALE)RIPRAP APRON

(NOT TO SCALE)

219.87' OF 10' WIDETRIANGULAR

RIP-RAP CHANNEL

164.89' OF 10' WIDETRIANGULARRIP-RAP CHANNEL

EX. GRADE


APPROXIMATE AREA OFOBSERVED VARIANCE INTOPOGRAPHY FROMTHE CONTOURS SHOWN- FIELD-VERIFY ACTUALCONDITIONS, TYP.

DETAIL 2C005

3-

4-

DETAIL 1C003

SECTION A-

DETAIL 4-

DETAIL 3-

3-

4-

-A

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min

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Milli

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Cimarron Environmental Response TrustMISCELLANEOUS DETAILS

104407 -


C108 MISC DET.DWG

2018



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TYPICAL ACCESS ROADIMPROVEMENTS SECTION

DETAIL 6M101, M102

SECTION AC004

6" STD. WT GALV. PIPE(FILL W/ CONCRETE)

1"

4'-0

"BOLLARD NOTES:

1. AFTER INSTALLATION PAINT BOLLARD WITHALKYD GLOSS ENAMEL (40% SOLIDS BY VOLUME)"SAFETY" YELLOW AT 1.5 MILS DRY FILMTHICKNESS.

2. CONTRACTOR SHALL VERIFY QUANTITY ANDLOCATION OF BOLLARDS WITH ENGINEER PRIORTO CONSTRUCTION.

3'-0

"3"

FINISHGRADE

8" (MIN.)

BOLLARDNOT TO SCALE

1"

18" M

IN.

BALL VALVE DOUBLE WASHED2-INCH CLEAN STONE

OPEN-BOTTOM HDPEVAULT WITH LID

PVC TO HDPETRANSITION COUPLING

(TYP.)

2" SCH 80 PVCCOUPLING & CAP

FROMEXTRACTION

WELL(S)

GATE VALVE

DETAIL 3-

TYPICAL EXTRACTION BRANCHLINE CLEANOUT VALVE VAULT

NOT TO SCALE

20'-0CL

31

COMPACTEDSOIL BACKFILL

2 % 2 %

EX. GRADE

31 DEPTH

VARIES

ROADSIDE DRAINAGECHANNEL, AS NECESSARYCOMPACTED SUBGRADE

ODOT TYPE AAGGREGATE BASE

8" M

IN.

2" M

IN.

2" M

IN.

EXISTING ACCESSROAD, 10' ±

31

18" M

IN.



FROM UPSTREAMEXTRACTION WELLS


(TYP.)


TOTREATMENT

BUILDING

GATE VALVE

DETAIL 4-

TYPICAL EXTRACTION TRUNKLINE CLEANOUT VALVE VAULT

NOT TO SCALE

DETAIL 1-

TYPICAL EXTRACTION LINECLEANOUTS (PLAN VIEW)

NOT TO SCALE

FRO

MEX

TRAC

TIO

NW

ELL

(BR

ANC

H)

TOTREATMENT

BUILDING

FROMUPSTREAM

WELLS(TRUNK)

TYPICAL TRUNK LINE CLEANOUTVALVE VAULT - TO BE INSTALLED

ON TRUNK LINE AS INDICATED(SEE DETAIL 4 ABOVE)

TYPICAL BRANCH LINECLEANOUT VALVE VAULT -TO BE INSTALLED ONBRANCH LINES AS INDICATED(SEE DETAIL 3 ABOVE)

WYE

WYE

TRUNK LINE

BRANCH LINE

DETAIL 2-

TYPICAL INJECTION & WATER SUPPLYLINE CLEANOUTS (PLAN VIEW)

NOT TO SCALE

TOIN

JEC

TIO

NW

ELL

TODOWNSTREAM

INJECTIONWELL

FROMTREATMENT

BUILDING

TYPICAL TRUNK LINE CLEANOUTVALVE VAULT - TO BE INSTALLEDON TRUNK LINE AS INDICATED(SEE DETAIL 5 ABOVE)

TYPICAL BRANCH LINECLEANOUT VALVE VAULT -TO BE INSTALLED ONBRANCH LINES AS INDICATED(SEE DETAIL 5 ABOVE)

WYE

WYE

TRUNK LINE

BRANCH LINE

18" M

IN.



FROM TREATMENTBUILDING ORTRUNK LINE

BOLLARD(TYP. OF 2, SEE

DETAIL 6, THIS SHEET)


(TYP.)


TOINJECTION

WELL(S)

GATE VALVE

DETAIL 5-

TYPICAL INJECTION & WATER SUPPLYLINE CLEANOUT VALVE VAULT

NOT TO SCALE

CLEANOUTS MAYBE COMBINED INTOA SINGLE VAULT IFINDICATED IN CLOSEPROXIMITY

TRUNK LINE


ESTABLISHVEGETATIONIN DISTURBEDAREAS, TYP.

BACKFILL TOEXISTING, TYP.

3"


3"


3"

FINISHGRADE

PRECAST SLAB

AIR RELEASE VALVE

1/2" ANGLE HOSE VALVE

3/4" GATE VALVE

2" FIBERGLASS BATTS @MH WALL & PIPE ONLY

PROPOSED EXTRACTION,INJECTION, OR SUPPLY PIPING

CLAY & BAILEY #2007 MROR APPROVED EQUAL

1/2" COMPACTEDAGGREGATE

AIR RELEASE VALVENOT TO SCALE

AIR RELEASE VALVE NOTES:

1. AIR RELEASE VALVESSHALL BE INSTALLED ATTHE HIGH POINT OF ALLPRESSURE WATERSYSTEM PIPING.

2. AIR RELEASE VALVEVAULT SHALL BEDESIGNED FOR H20 TRAFFIC LOADING.

3. TWO PIPELINES SHOWNIN DETAIL, ACTUALNUMBER OF PIPELINESMAY VARY.

18" (

MIN

.)

13" 8"

6"

18" (TYP.)

48" I.D. PRECASTMANHOLE RISER

REINFORCING EQUALTO ASTM C-478

12 OZ NON-WOVENGEOTEXTILE





inches preliminary - not for construction

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