inches preliminary - not for construction
TRANSCRIPT
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
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
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. TOP OFSANDSTONE A
APPROX. BOTTOMOF SANDSTONE A
APPROX. BOTTOMOF SANDSTONE A
APPROX. STATICGROUNDWATERELEVATION
GROUNDWATERSURFACE AT DESIGNINJECTION RATE
GROUNDWATERSURFACE AT DESIGNINJECTION RATE
APPROX. STATICGROUNDWATERELEVATION
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
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
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 2
104407 -
BMCD-GWREMED-C103 A9 14
C103 INJ TRN DET 2.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\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
APPROX.EXISTINGGRADE, TYP.
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.
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
PRELIMINARY - NOTFOR CONSTRUCTION
APPROX.EXISTINGGRADE, TYP.
APPROX. TOP OFSANDSTONE A
APPROX. BOTTOMOF SANDSTONE A
APPROX. TOP OFSANDSTONE A
3' MIN. REPLACEDSOIL, TYP.
3' MIN. REPLACEDSOIL, TYP.
APPROX. TOP OFSANDSTONE A
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
12 OZ.NON-WOVENGEOTEXTILE
12 OZ.NON-WOVENGEOTEXTILE
GROUNDWATERSURFACE AT DESIGNINJECTION RATE
APPROX. STATICGROUNDWATERELEVATION
GROUNDWATERSURFACE ATDESIGN INJECTIONRATE
APPROX. STATICGROUNDWATERELEVATION
GROUNDWATERSURFACE AT DESIGNINJECTION RATE
APPROX. STATICGROUNDWATERELEVATION
VERTICAL
HORIZONTAL0
SCALE IN FEET
50' 100'
0 5'
SCALE IN FEET
10'
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
no. date description
RTBA 8/10/18 BCW FOR REVIEW
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
PRELIMINARY - NOTFOR CONSTRUCTION
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
APPROX. BOTTOMOF TRENCH, TYP.
END
TR
ENC
HST
A. 0
+ 0
0.00
END
TR
ENC
HST
A. 1
+ 0
2.48
3' MIN.REPLACEDSOIL, TYP.
SILICA GRAVELTYP.
APPROX. BOTTOMOF TRENCH, TYP.
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
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
H
G
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
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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
no. date descriptionby
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
©
AUGUST 2018 E. DULLE
E. DULLE D. SLAVIN
Cimarron Environmental Response Trust
WESTERN AREA GROUNDWATER INJECTION
SYSTEM GENERAL ARRANGEMENT
104407
BMCD-GWREMED-M103A
3 7
M103.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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
DSA 8/10/18 ED FOR REVIEW
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
no. date descriptionby
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
©
AUGUST 2018 E. DULLE
E. DULLE D. SLAVIN
Cimarron Environmental Response Trust
BURIAL AREA 1 GROUNDWATER INJECTION
SYSTEM GENERAL ARRANGEMENT
104407
BMCD-GWREMED-M104A
4 7
M104.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\M104.DWG 1/20/2015 9:55:16 AM EDULLE
1
C006
PLAN
BURIAL AREA 1 GROUNDWATER
INJECTION SYSTEM LAYOUT
DSA 8/10/18 ED FOR REVIEW
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
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
DSA 8/10/18 ED FOR REVIEW
CO
PY
RIG
HT
©
AUGUST 2018 E. DULLE
E. DULLE D. SLAVIN
Cimarron Environmental Response Trust
CONSTRUCTION DETAILS INDEX
INJECTION WELLS
104407
BMCD-GWREMED-M202 A
6 7
M202.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\M202.DWG 1/20/2015 9:55:16 AM EDULLE
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
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
DSA 8/10/18 ED FOR REVIEW
CO
PY
RIG
HT
©
AUGUST 2018 E. DULLE
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
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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
1/4" O.D. DOUBLE-WALLED
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.
LEVEL ALARM LOW; SHUT DOWN P-001/P-002, MP-001, AND
MXR-001 AND SHUT VALVE MOV-011.
2
1
2
3
4
5
5
5
5
GROUNDWATER INJECTION
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
MXR-001 AND SHUT VALVE MOV-011.
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
GROUNDWATER INJECTION
WELL
(TYP. OF 3)
Sca
le
F
or M
icro
film
in
g
In
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Millim
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no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
DSA 8/10/18 ED FOR REVIEW
CO
PY
RIG
HT
©
AUGUST 2018 E. DULLE
E. DULLE D. SLAVIN
Cimmaron Environmental Response Trust
BURIAL AREA 1 GROUNDWATER
INJECTION SYSTEM P&ID
104407
BMCD-GWREMED-P104 A
5 10
P104.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\P104.DWG 8/20/2015 11:33:24 AM EDULLE
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
1/4" O.D. DOUBLE-WALLED
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
GROUNDWATER INJECTION
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.
LEVEL ALARM LOW; SHUT DOWN P-003/P-004, MP-002, AND
MXR-002.
LEVEL ALARM HIGH; SHUT VALVE MOV-015 AND SHUT DOWN
MP-002.
HIGH PRESSURE; SHUT VALVE MOV-012.
LEVEL ALARM LOW; SHUT DOWN P-003/P-004, MP-002, AND
MXR-002 AND SHUT VALVE MOV-015.
1
2
3
4
5
HIGH/LOW FLOW RATE; SHUT DOWN P-003/P-004, MP-002, AND
MXR-002 AND SHUT VALVE MOV-015.
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
1/4" O.D. DOUBLE-WALLED
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
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
RGA 8/10/18 ED FOR REVIEW
CO
PY
RIG
HT
©
AUGUST 2018 E. DULLE
E. DULLE R. GONZALEZ
Cimmaron Environmental Response Trust
WATER TREATMENT DESIGN BASIS SUMMARY
EFFLUENT CRITERIA
SHEET 1
104407
BMCD-GWREMED-P202 A
7 10
P202.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\P202.DWG 8/20/2015 11:33:24 AM EDULLE
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).
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
DSA 8/10/18 ED FOR REVIEW
CO
PY
RIG
HT
©
AUGUST 2018 E. DULLE
E. DULLE D. SLAVIN
Cimmaron Environmental Response Trust
WATER TREATMENT DESIGN BASIS SUMMARY
EFFLUENT CRITERIA
SHEET 2
104407
BMCD-GWREMED-P203 A
8 10
P203.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\P203.DWG 8/20/2015 11:33:24 AM EDULLE
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).
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
DSA 8/10/18 ED FOR REVIEW
CO
PY
RIG
HT
©
AUGUST 2018 E. DULLE
E. DULLE D. SLAVIN
Cimmaron Environmental Response Trust
WATER TREATMENT DESIGN BASIS SUMMARY
INJECTION CRITERIA
104407
BMCD-GWREMED-P204 A
9 10
P204.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\P204.DWG 8/20/2015 11:33:24 AM EDULLE
PRELIMINARY - NOT
FOR CONSTRUCTION
DEFINITIONS:
BA1 - BURIAL AREA 1
CaCO
3
- CALCIUM CARBONATE
LSI - LANGELIER SATURATION INDEX
mg/L - MILLIGRAMS PER LITER
mL - MILLILITER
mV - MILLIVOLT
ORP - OXIDATION-REDUCTION POTENTIAL
SiO2 - SILICA DIOXIDE
s.u. - STANDARD UNITS
TDS - TOTAL DISSOLVED SOLIDS
TOC - TOTAL ORGANIC CARBON
TSS - TOTAL SUSPENDED SOLIDS
µg/L - MICROGRAMS PER LITER
µm - MICROMETER
µS/CM - MICROSIEMENS PER CENTIMETER
WATF - WESTERN AREA TREATMENT FACILITY
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.
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
DSA 8/10/18 ED FOR REVIEW
CO
PY
RIG
HT
©
AUGUST 2018 E. DULLE
E. DULLE D. SLAVIN
Cimmaron Environmental Response Trust
GROUNDWATER EXTRACTION AND INJECTION
FLOW RATE SUMMARY
104407
BMCD-GWREMED-P205 A
10 10
P205.DWG
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\P205.DWG 8/20/2015 11:33:24 AM EDULLE
PRELIMINARY - NOT
FOR CONSTRUCTION
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
SINGLE LINE DRAWING
WESTERN AREA TREATMENT BUILDING
104407
BMCD-GWREMED-E101 A
2 12
E101.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
BU
RN
S &
M
cD
ON
NE
LL E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
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
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
SINGLE LINE DRAWING
BURIAL AREA 1
INJECTION SYSTEM ENCLOSURE
104407
BMCD-GWREMED-E102 A
3 12
E102.dwg
2015
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
BU
RN
S &
M
cD
ON
NE
LL E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
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
Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\ELECTRICAL\E102.DWG 10/29/2018 1:04 PM JROBERSON
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
A 10/12/18 ISSUED FOR 60%
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
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
MCC AND TRANSFORMER ELEVATION
WESTERN AREA TREATMENT BUILDING
104407
BMCD-GWREMED-E103 A
4 12
E103.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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.
Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\ELECTRICAL\E103.DWG 10/29/2018 1:05 PM JROBERSON
MCC-1
ELEVATION VIEW
A 10/12/18 ISSUED FOR 60%
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
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
MCC AND TRANSFORMER ELEVATION
BURIAL AREA 1
INJECTION SYSTEM ENCLOSURE
104407
BMCD-GWREMED-E104 A
5 12
E104.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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.
Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\ELECTRICAL\E104.DWG 10/29/2018 1:06 PM JROBERSON
MCC-2
ELEVATION VIEW
A 10/12/18 ISSUED FOR 60%
DESIGN REVIEW
JFR AMG
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
CABLE AND CONDUIT SCHEDULE
104407
BMCD-GWREMED-E105 A
6 12
E105.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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
A 10/12/18 ISSUED FOR 60%
DESIGN REVIEW
JFR AMG
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
CABLE AND CONDUIT SCHEDULE
104407
BMCD-GWREMED-E106 A
7 12
E106.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\E106.DWG 10/12/2018 9:07 AM JROBERSON
A 10/12/18 ISSUED FOR 60%
DESIGN REVIEW
JFR AMG
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
CABLE AND CONDUIT SCHEDULE
104407
BMCD-GWREMED-E107 A
8 12
E107.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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\E107.DWG 10/29/2018 1:24 PM JROBERSON
A 10/12/18 ISSUED FOR 60%
DESIGN REVIEW
JFR AMG
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
PANELBOARD SCHEDULES
104407
BMCD-GWREMED-E108 A
9 12
E108.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
9400 WARD PARKWAY
BU
RN
S &
M
cD
ON
NE
LL E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
C.
A 10/12/18 ISSUED FOR 60%
DESIGN REVIEW
JFR AMG
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
COMMUNICATION SYSTEM ARCHITECTURE
SHEET 1
104407
BMCD-GWREMED-E109 A
10 12
E109.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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)
Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\ELECTRICAL\E109.DWG 10/12/2018 9:03 AM JROBERSON
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
A 10/12/18 ISSUED FOR 60%
DESIGN REVIEW
JFR AMG
Sca
le
F
or M
icro
film
in
g
In
ch
es
Millim
ete
rs
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
COMMUNICATION SYSTEM ARCHITECTURE
SHEET 2
104407
BMCD-GWREMED-E110 A
11 12
E110.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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
Z:\CLIENTS\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\ELECTRICAL\E110.DWG 10/29/2018 1:22 PM JROBERSON
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)
A 10/12/18 ISSUED FOR 60%
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
no. date descriptionby
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
©
OCTOBER 2018 J. BEABER
J. HELLEBUSCH D. BUTLER
Cimarron Environmental Response Trust
ELECTRICAL DETAILS
104407
BMCD-GWREMED-E111 A
12 12
E111.dwg
2018
OKLAHOMA FIRM LICENSEE NO. 421
816-333-9400
KANSAS CITY, MO 64114
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.
A 10/12/18 ISSUED FOR 60%
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
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 TrustPIPE & CONDUIT TRENCH SECTIONS -
SHEET 1
104407 -
BMCD-GWREMED-C105 A11 14
C105 PIPE-CONDUIT 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\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.
SAFETY WARNING TAPE, TYP. ABOVEEACH PIPE, CONDUIT, OR GRID
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.)
SAFETY WARNING TAPE, TYP. ABOVEEACH PIPE, CONDUIT, OR GRID
COMPACTED BACKFILL (SEENOTES)
EXISTING GROUNDSURFACE
6" WA GROUNDWATEREXTRACTION LINE 1
8" TREATMENTDISCHARGE PIPE TOWA OUTFALL
SAND GRAVEL MIXBACKFILL (SEE NOTES)
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.
PRELIMINARY - NOTFOR CONSTRUCTION
INSTRUMENTATION CABLESCONDUIT (SEE ELECTRICALDRAWINGS FOR CONDUITSIZES AND DETAILS)
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
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 TrustPIPE & CONDUIT TRENCH SECTIONS -
SHEET 2
104407 -
BMCD-GWREMED-C106 A12 14
C106 PIPE-CONDUIT 2.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\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\C106 PIPE-CONDUIT 2.DWG 9/18/2015 4:10:49 PM BWEIS
SAFETY WARNING TAPE, TYP. ABOVEEACH PIPE, CONDUIT, OR GRID
COMPACTED BACKFILL (SEENOTES)
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)
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
SAFETY WARNING TAPE, TYP. ABOVEEACH PIPE, CONDUIT, OR GRID
COMPACTED BACKFILL (SEENOTES)
EXISTING GROUNDSURFACE
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.)
SAND GRAVEL MIXBACKFILL (SEE NOTES)
6" MIN., TYP. CLEARANCEBETWEEN PIPES / CONDUITS
NOTE:
1. SEE SHEET C105 FOR PIPE & CONDUITTRENCH SECTION NOTES.
6" MIN., TYP. CLEARANCEBETWEEN PIPES / CONDUITS
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.)
PRELIMINARY - NOTFOR CONSTRUCTION
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
met
ers
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
RTBA 8/10/18 BCW FOR REVIEW
CO
PYR
IGH
T ©
AUGUST 2018 B. WEIS
B. WEIS R. BETTMENG
Cimarron Environmental Response TrustOUTFALL DETAILS
104407 -
BMCD-GWREMED-C107 A13 14
C107 OUTFALL DETAILS.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\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\C107 OUTFALL DETAILS.DWG 1/20/2015 9:55:16 AM BWEIS
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
PRELIMINARY - NOTFOR CONSTRUCTION
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
Scal
e Fo
r Mic
rofil
min
gIn
ches
Milli
met
ers
no. date descriptionby
1 1312111098765432
I
H
G
F
E
D
C
B
A
date detailed
checkeddesigned
ofsheet sheets
project contract
rev.drawing
file
ckd
RTBA 8/10/18 BCW FOR REVIEW
CO
PYR
IGH
T ©
AUGUST 2018 B.WEIS
B. WEIS R. BETTMENG
Cimarron Environmental Response TrustMISCELLANEOUS DETAILS
104407 -
BMCD-GWREMED-C108 A14 14
C108 MISC DET.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\ENS\CERT\104407_CERT-DECOM2018\DESIGN\CADD\DWGS\BMCD REV 60% DESIGN 2018\C108 MISC DET.DWG 1/20/2015 9:55:16 AM BWEIS
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.
BALL VALVE DOUBLE WASHED2-INCH CLEAN STONE
OPEN-BOTTOM HDPEVAULT WITH LID
FROM UPSTREAMEXTRACTION WELLS
PVC TO HDPETRANSITION COUPLING
(TYP.)
2" SCH 80 PVCCOUPLING & CAP
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.
BALL VALVE DOUBLE WASHED2-INCH CLEAN STONE
OPEN-BOTTOM HDPEVAULT WITH LID
FROM TREATMENTBUILDING ORTRUNK LINE
BOLLARD(TYP. OF 2, SEE
DETAIL 6, THIS SHEET)
PVC TO HDPETRANSITION COUPLING
(TYP.)
2" SCH 80 PVCCOUPLING & CAP
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
PRELIMINARY - NOTFOR CONSTRUCTION
ESTABLISHVEGETATIONIN DISTURBEDAREAS, TYP.
BACKFILL TOEXISTING, TYP.
3"
BACKFILL TOEXISTING, TYP.
3"
BACKFILL TOEXISTING, TYP.
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
BOLLARD(TYP. OF 2, SEE
DETAIL 6, THIS SHEET)
BOLLARD(TYP. OF 2, SEE
DETAIL 6, THIS SHEET)