ML22285A211

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Burns & Mcdonnell, Cimarron Environmental Response Trust, Electrical Single Line Watf
ML22285A211
Person / Time
Site: 07000925
Issue date: 09/30/2022
From:
Burns & McDonnell
To:
Office of Nuclear Material Safety and Safeguards
Shared Package
ML22286A041 List:
References
Download: ML22285A211 (16)
v • d • e


Text

le For Microfilming 12 P-130

  • -JVn-ri-Ai 3; 'T 25 V 0

0 0

KEYED NOTES:

ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO POLE MOUNTED UTILITY TRANFORMERS FURNISHED BY OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS WITH UTILITY.

EQUIPMENT PROVIDED AS PART OF PERFORMANCE SPEC 460000 INCLUDED WITH SKID PROCUREMENT. SHOWN FOR REFERENCE ONLY.

EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE. TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO COORDINATE CONDUIT WINDOWS WITH SKID MANUFACTURER AND MAKE FINAL CONNECTIONS TO SOURCE OVERCURRENT PROTECTION DEVICE (SEE VEOLIA DESIGN DRAWINGS) AS SHOWN.

0 0

0 EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF 4-0". EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO DETAIL 1. SHEET E201. EC TO PROVIDE NEMA6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 2. SHEET E201.

0 0

0 0

0 P-220 0

P-240 0

P-200 0

[ft ] GETR-BA1 -02A_FT 0 0

[ft ] GETR-BA1-01B_FT 0

ft ] GE-BA1-02_FT [ft ] GE-BA1-03_FT

" " 0

[ft ] GE-BA1-04_FT 0

[ft ] GETR-BA1-01A_FT 0

GENERAL NOTES:

1.

SEE DRAWING E103 THROUGH E105 FOR CABLE AND CONDUIT SIZES.

2.

CABLE AND CONDUIT BETWEEN XFMR BA1 (LINE SIDE) AND ATS-201 ARE DEPICTED BY VEOLIA DESIGN DRAWINGS.

3.

MATERIAL DEPICTED IN GRAYSCALE PROVIDED BY OTHERS. REFERENCE VEOLIA DRAWINGS VFS-EPM-000-DWG-E-210 FOR CLARIFICATION.

4.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

no. l date l by A 08/19/22 ACH ckd SJD description ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

  • BURNS

^M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. HIMES designed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE BA1 project 142089 contract drawing BMCD-GWREMED-E102 rev.

A sheet of sheets file E102.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E102.DWG 8/18/2022 1:33 PM EAPULCHER

Scale For Microfilming 11 12 13 OG&E DROP m 13.2KV 3PH WATF-SV I 30A 3P (30A) I P-1 132KV.A 480V/277V f ]1

<D i XMFR WATF 1 l

.; 500 KVA l{ M }l il i

0 0

0 KEYED NOTES:

ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO PAD MOUNTED UTILITY TRANFORMER FURNISHED BY OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS WITH UTILITY.

EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO PROVIDE POWER FEED WITH 40' OF COILED LABELED CONDUCTOR IN SPECIFIED ELECTRICAL TRANSITION VAULT TO BE TERMINATED BY OTHERS TO SOURCE.

EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF 4-0". EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

0 EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

r

2EL 2J 1 2GL WATF BUILDING
  • SWBD-A I2K I 2GR

} 2FL

2FR

) 2HL

) 2HR WATF BUILDING; MCC-1 i

WATF-INJ
  • GETR WU-01A GE WAA-05 GE WAA-05

} GE WAA-02 GETR WU-01A j vfd ]i HP

\\3R)

P-5A i

GE WAA-04 I i

i GE WAA-04 l PP-2 P-240

[ft ] GETR-WU-01A_FT 0

0

[ft ] GE~WAA~05_FT 0

240/120V v I XMFR MINIPZONE i 15 KVA PNL LP-2 240/120V 1PH. 3W+G MG 8 [70A]

P-260 P-270 P-280

[ft ] GE-WAA-02_FT [ft

] GE-WAA-03_FT [ft ] GE-WAA-04_FT 0 0 0 GENERAL NOTES:

1.

SEE DRAWING E103 THROUGH E105 FOR CABLE AND CONDUIT SIZES.

2.

CABLE AND CONDUIT BETWEEN XFMR WATF (LINE SIDE) AND SWBD-A SHALL BE PROVIDED BY VEOLIA DESIGN DRAWINGS.

3.

MATERIAL DEPICTED IN GRAYSCALE PROVIDED BY VEOLIA DESIGN DRAWINGS.

REFERENCE VEOLIA DRAWINGS VFS-EPM-000-DWG-E-110 FOR CLARIFICATION AND VFS-EPM-000-DWG-E-130 FOR ELEVATIONS, LOCATED IN APPENDIX J2.

4.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

5.

EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO PROVIDE POWER FEED WITH 40' OF COILED LABELED CONDUCTOR IN SPECIFIED ELECTRICAL TRANSITION VAULT. DETAILS BETWEEN TRANSITION VAULT AND SOURCE ARE DEPICTED ON THE VEOLIA DESIGN DRAWINGS.

6.

EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR.

REFER TO DETAIL 1, SHEET E201. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 2, SHEET E201.

date 10/08/21 by l ckd description ACH SJD ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VVMEDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed A. HIMES detailed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE WATF project 142089 contract drawing BMCD-GWREMED-E101 rev.

A sheet of sheets file E101.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E101.DWG 8/17/2022 9:25 AM EAPULCHER

le For Microfilming 12 P-130

  • -JVn-ri-Ai 3; 'T 25 V 0

0 0

KEYED NOTES:

ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO POLE MOUNTED UTILITY TRANFORMERS FURNISHED BY OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS WITH UTILITY.

EQUIPMENT PROVIDED AS PART OF PERFORMANCE SPEC 460000 INCLUDED WITH SKID PROCUREMENT. SHOWN FOR REFERENCE ONLY.

EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE. TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO COORDINATE CONDUIT WINDOWS WITH SKID MANUFACTURER AND MAKE FINAL CONNECTIONS TO SOURCE OVERCURRENT PROTECTION DEVICE (SEE VEOLIA DESIGN DRAWINGS) AS SHOWN.

0 0

0 EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF 4-0". EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO DETAIL 1. SHEET E201. EC TO PROVIDE NEMA6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 2. SHEET E201.

0 0

0 0

0 P-220 0

P-240 0

P-200 0

[ft ] GETR-BA1 -02A_FT 0 0

[ft ] GETR-BA1-01B_FT 0

ft ] GE-BA1-02_FT [ft ] GE-BA1-03_FT

" " 0

[ft ] GE-BA1-04_FT 0

[ft ] GETR-BA1-01A_FT 0

GENERAL NOTES:

1.

SEE DRAWING E103 THROUGH E105 FOR CABLE AND CONDUIT SIZES.

2.

CABLE AND CONDUIT BETWEEN XFMR BA1 (LINE SIDE) AND ATS-201 ARE DEPICTED BY VEOLIA DESIGN DRAWINGS.

3.

MATERIAL DEPICTED IN GRAYSCALE PROVIDED BY OTHERS. REFERENCE VEOLIA DRAWINGS VFS-EPM-000-DWG-E-210 FOR CLARIFICATION.

4.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

no. l date l by A 08/19/22 ACH ckd SJD description ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

  • BURNS

^M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. HIMES designed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE BA1 project 142089 contract drawing BMCD-GWREMED-E102 rev.

A sheet of sheets file E102.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E102.DWG 8/18/2022 1:33 PM EAPULCHER

Scale For Microfilming 13

  • I =

1

=

SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR POWER CIRCUIT SIZES.

CABLE TYPE A

DESCRIPTION 120V/208V/240V/480V SYSTEMS & BELOW: SINGLE CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE XHHW-2 (PVC-INSULATION) 120V/208V/240V/480V SYSTEMS & BELOW: MULTI-CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE TC (PVC-NYLON INSULATION / PVC JACKET)

OKONITE TYPE SP-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (TRIAD - INDIVIDUAL & OVERALL SHIELD 300V -105 °C RATING) OR APPROVED EQUAL OKONITE TYPE P-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -105 °C RATING) OR APPROVED EQUAL INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET)

OKONITE, OKOGUARD-OKOSEAL, MV-105, 5kV 133% SINGLE CONDUCTOR OKONITE C-L-X MV-105, 5kV 133% FOR CABLE TRAY USE, MULTICONDUCTOR BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

COMMUNICATION/NETWORK CABLING CABLE AND CONDUIT SCHEDULE CABLE NUMBER SERVICE LOAD CONDUCTORS CONDUIT VOLTS POWER CONTROL INSTRUMENT & COMMS.

NUMBER AND SIZE UJ CL NUMBER AND SIZE LLI CL NUMBER OF CABLES &

NO. PAIRS /

CONDUCTORS LLi CL FROM (SOURCE)

TO SIZE TYPE SHEET 1 P-1 WATF BUILDING POWER DROP 13.2KVAC (3) #2 AWG + #2 GND I

WATF-SV XFMR WATF 4

PVC P-2 WATF INJECTION SKID POWER 480VAC (3) #8 AWG + #8 GND A

MCC-1 WATF-INJ 1

PVC/RGS P-3 PUMP GETR-WU-01A POWER [VFD]

480VAC (3) #10 AWG+ #10 GND A

MCC-1 VFD GETR-WU-01A 1

PVC P-3A PUMP GETR-WU-01A POWER [MOTOR]

480VAC (3) #10 AWG+ #10 GND A

VFD GETR-WU-01A GETR-WU-01A 1

PVC P-4 PUMP GE-WAA-05 POWER 480VAC (3) #8 AWG + #8 GND A

MCC-1 GE-WAA-05 1

PVC P-5 PUMP GE-WAA-02 POWER 480VAC (3) #10 AWG+ #10 GND A

MCC-1 GE-WAA-02 1

PVC P-6 PUMP GE-WAA-03 POWER 480VAC (3) #8 AWG + #8 GND A

MCC-1 GE-WAA-03 1

PVC P-7 PUMP GE-WAA-04 POWER 480VAC (3) #8 AWG + #8 GND A

MCC-1 GE-WAA-04 1

PVC P-8 PUMP GETR-WU-01A FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

MCC-1 GETR-WU-01 A_FT 1

PVC/RGS P-9 PUMP GE-WAA-05 FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

MCC-1

  • GE-WAA-05_FT 1

PVC/RGS P-10 PUMP GE-WAA-02 FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

MCC-1 GE-WAA-02.FT 1

PVC/RGS P-11 PUMP GE-WAA-03 FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

MCC-1 GE-WAA-03_FT 1

PVC/RGS P-12 PUMP GE-WAA-04 FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

MCC-1 GE-WAA-04_FT 1

PVC/RGS P-13 BA1 INJECTION SKID POWER DROP 13.2KVAC (3) #2 AWG + #2 GND I

BA1-SV (3) 10 XMFR BA1 4

PVC P-14 PUMP GETR-BA1-01A POWER [VFD]

480VAC (3) #10 AWG+ #10 GND A

MCC-2 VFD GETR-BA1-01A 1

PVC P-14A PUMP GETR-BA1-01A POWER [MOTOR]

480VAC (3) #10 AWG+ #10 GND A

VFD GETR-BA1-01A GETR-BA1-01A 1

PVC P-15 PUMP GETR-BA1-01B POWER [VFD]

480VAC (3) #10 AWG+ #10 GND A

MCC-2 VFD GETR-BA1-01B 1

PVC P-15A PUMP GETR-BA1-01B POWER [MOTOR]

480VAC (3) #10 AWG+ #10 GND A

VFD GETR-BA1-01B GETR-BA1-01B 1

PVC P-16 PUMP GETR-BA1-02A POWER [VFD]

480VAC (3) #10 AWG+ #10 GND A

MCC-2 VFD GETR-BA1-02A 1

PVC P-16A PUMP GETR-BA1-02A POWER [MOTOR]

480VAC (3) #10 AWG+ #10 GND A

VFD GETR-BA1-02A GETR-BA1-02A 1

PVC P-17 PUMP GE-BA1-02 POWER 480VAC (3) #10 AWG+ #10 GND A

MCC-2 GE-BA1-02 1

PVC P-18 PUMP GE-BA1-03 POWER 480VAC (3) #10 AWG+ #10 GND A

MCC-2 GE-BA1-03 1

PVC P-19 PUMP GE-BA1-04 POWER 480VAC (3) #10 AWG+ #10 GND A

MCC-2 GE-BA1-04 1

PVC P-20 PUMP GETR-BA1-01A FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

BA1 PP-2 GETR-BA1-01A_FT 1

PVC P-21 PUMP GETR-BA1-01B FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

BA1 PP-2 GETR-BA1 -01 B_FT 1

PVC P-22 PUMP GETR-BA1-02A FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND A

BA1 PP-2 GETR-BA1 -02A_FT 1

PVC P-23 PUMP GE-BA1-02 FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

BA1 PP-2 GE-BA1-02_FT 1

PVC P-24 PUMP GE-BA1-03 FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

BA1 PP-2 GE-BA1-03_FT 1

PVC P-25 PUMP GE-BA1-04 FLOW XMTR POWER 240VAC (2) #10 AWG+ #10 GND A

BA1 PP-2 GE-BA1-04_FT 1

PVC no.

"a~l08/19/22 ACH by ckd SJD description ISSUED FOR PRELIMINARY DESIGhl PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. HIMES designed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust CABLE AND CONDUIT SCHEDULE-SHEET 1 project 142089 contract drawing BMCD-GWREMED-E103 rev.

A sheet of sheets file E103.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E103.DWG 8/18/2022 1:33 PM EAPULCHER

e For Microfilming description 1

23456789 10 11 CABLE AND CONDUIT SCHEDULE CABLE NUMBER SERVICE LOAD CONDUCTORS CONDUIT VOLTS POWER CONTROL INSTRUMENT & COMMS.

NUMBER AND SIZE LU Q_

£ NUMBER AND SIZE L1I Q.

NUMBER OF CABLES &

NO. PAIRS /

CONDUCTORS HIa.£ FROM (SOURCE)

TO SIZE TYPE SHEET 2 C-E1 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CAT 6 J

WATF PLC ETHERNET SWITCH WELL FIELD PLC CPP-1 CABLE TRAY C-E2 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CAT 6 J

WATF PLC ETHERNET SWITCH WA INJECTION SYSTEM SKID 1

PVC/RGS C-E3 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CAT 6 J

WELL FIELD PLC CPP-1 WATF MCC-1 CABLE TRAY C-F1 FIBER OPTIC COMMUNICATIONS BETWEEN FACILITIES (12 STRAND) 62.5fim MM E

WATF FiBER-ETHERNET CONVERTER RTU FiBER-ETHERNET CONVERTER 2

PVC C-F2 FIBER OPTIC COMMUNICATIONS BETWEEN FACILITIES (12 STRAND) 62.5lim MM E

WATF FIBER-ETHERNET CONVERTER BA1 FIBER-ETHERNET CONVERTER 2

PVC C-3 GWI-WU-01A INJECTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-WU-01A-PSI XMTR 4 MAIN/1 BRANCH PVC C-4 GETR-WU-01A VFD SPEED CONTROL 24V DC

  1. 14 TSP D

WELL FIELD PLC CPP-1 GETR-WU-01A VFD 4 MAIN / 1 BRANCH PVC C-5 GETR-WU-01A EXTRACTION TRENCH - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GETR-WU-01A_FT 4 MAIN / 1 BRANCH PVC C-6 GETR-WU-01A EXTRACTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GETR-WU-01A-PSI XMTR 4 MAIN/1 BRANCH PVC C-7 GETR-WU-01A EXTRACTION TRENCH - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GETR-WU-01A - LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-8 GE-WAA-05 EXTRACTION WELL - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA-05_FT 4 MAIN / 1 BRANCH PVC C-9 GE-WAA-05 EXTRACTION WELL - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA PSI XMTR 4 MAIN/1 BRANCH PVC C-10 GE-WAA-05 EXTRACTION WELL - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-11 GE-WAA-02 EXTRACTION WELL - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA-02_FT 4 MAIN /1 BRANCH PVC C-12 GE-WAA-02 EXTRACTION WELL - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA PSI XMTR 4 MAIN/1 BRANCH PVC C-13 GE-WAA-02 EXTRACTION WELL - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-14 GE-WAA-03 EXTRACTION WELL - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA-03FT 4 MAIN/1 BRANCH PVC C-15 GE-WAA-03 EXTRACTION WELL - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA PSI XMTR 4 MAIN/1 BRANCH PVC C-16 GE-WAA-03 EXTRACTION WELL - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA LEVEL XMTR 4 MAIN/1 BRANCH PVC C-17 GE-WAA-04 EXTRACTION WELL - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA-04_FT 4 MAIN/1 BRANCH PVC C-18 GE-WAA-04 EXTRACTION WELL - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA PSI XMTR 4 MAIN/1 BRANCH PVC C-19 GE-WAA-04 EXTRACTION WELL - LEVEL XMTR 24V DC 1

  1. 14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WAA LEVEL XMTR 4 MAIN / 1 BRANCH PVC 12 13 no.

date by ckd A 08/19/22 ACH SJD ISSUED FOR PRELIMINARY DESIGN A

C D

PRELIMINARY - NOT F FOR CONSTRUCTION

^BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 detailed A. HIMES designed A. HIMES checked S. DEFRANCESCO NOTES NOTE 1 SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR POWER CIRCUIT SIZES.

CABLE TYPE DESCRIPTION A

120V/208V/240V/480V SYSTEMS & BELOW: SINGLE CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE XHHW-2 (PVC-INSULATION)

B 120V/208V/240V/480V SYSTEMS & BELOW: MULTI-CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE TC (PVC-NYLON INSULATION / PVC JACKET)

C OKONITE TYPE SP-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (TRIAD - INDIVIDUAL & OVERALL SHIELD 300V - 105 °C RATING) OR APPROVED EQUAL D

OKONITE TYPE P-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -105 °C RATING) OR APPROVED EQUAL E

INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET)

F OKONITE, OKOGUARD-OKOSEAL, MV-105, 5kV 133%, SINGLE CONDUCTOR G

OKONITE C-L-X MV-105, 5kV 133%, FOR CABLE TRAY USE, MULTICONDUCTOR H

BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL I

15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

J COMMUNICATION/NETWORK CABLING Cimarron Environmental Response Trust CABLE AND CONDUIT SCHEDULE-SHEET 2 project 142089 contract drawing rev.

BMCD-GWREMED-E104 A

sheet of sheets file E104.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E104.DWG 8/18/2022 1:55 PM EAPULCHER I

Scale For Microfilming 10 11 12 j

=

I H

no.

date by ckd description A 08/19/22 ACH SJD ISSUED FOR PRELIMINARY DESIGN SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR POWER CIRCUIT SIZES.

CABLE AND CONDUIT SCHEDULE CABLE NUMBER SERVICE LOAD CONDUCTORS CONDUIT VOLTS POWER CONTROL INSTRUMENT & COMMS.

NUMBER AND SIZE UJ CL

£ NUMBER AND SIZE 111 NUMBER OF CABLES &

NO. PAIRS /

CONDUCTORS LUa.

FROM (SOURCE)

TO SIZE TYPE SHEET 3 C-E4 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CAT 6 J

BA1 FIBER-ETHERNET CONVERTER BA1 PLC ETHERNET SWITCH CABLE TRAY C-E5 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CAT 6 J

BA1 INJECTION SKID PLC CPP-4 BA1 PLC ETHERNET SWITCH CABLE TRAY C-E6 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CAT 6 J

BA1 INJECTION SKID PLC CPP-4 BA1 INJECTION SKID MCC-2 CABLE TRAY C-20 GETR-BA1-01A VFD SPEED CONTROL 24V DC

  1. 14 TSP D

BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A VFD 4 MAIN/1 BRANCH PVC C-21 GETR-BA1-01B VFD SPEED CONTROL 24V DC

  1. 14 TSP D

BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A VFD 4 MAIN /1 BRANCH PVC C-22 GETR-BA1-02A VFD SPEED CONTROL 24V DC

  1. 14 TSP D

BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A VFD 4 MAIN/1 BRANCH PVC C-23 GWI-BA1-01A INJECTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GWI-BA1-01A - PSI XMTR 4 MAIN / 1 BRANCH PVC C-24 GWI-BA1-02A INJECTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GWI-BA1-02A - PSI XMTR 4 MAIN / 1 BRANCH PVC C-25 GWI-BA1-03A INJECTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GWI-BA1-03A - PSI XMTR 4 MAIN/1 BRANCH PVC C-26 GWI-BA1-04A INJECTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GWI-BA1-04A - PSI XMTR 4 MAIN/1 BRANCH PVC C-27 GETR-BA1-01A EXTRACTION TRENCH - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A_FT 4 MAIN / 1 BRANCH PVC C-28 GETR-BA1-01A EXTRACTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A-PSI XMTR 4 MAIN/1 BRANCH PVC C-29 GETR-BA1-01A EXTRACTION TRENCH - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A-LEVEL XMTR 4 MAIN/1 BRANCH PVC C-30 GETR-BA1-01B EXTRACTION TRENCH - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01 B_FT 4 MAIN/1 BRANCH PVC C-31 GETR-BA1-01B EXTRACTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01B - PSI XMTR 4 MAIN /1 BRANCH PVC C-32 GETR-BA1-01B EXTRACTION TRENCH - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01B - LEVEL XMTR 4 MAIN /1 BRANCH PVC C-33 GETR-BA1-02A EXTRACTION TRENCH - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1 -02A_FT 4 MAIN /1 BRANCH PVC C-34 GETR-BA1-02A EXTRACTION TRENCH - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-02A-PSI XMTR 4 MAIN/1 BRANCH PVC C-35 GETR-BA1-02A EXTRACTION TRENCH - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-02A-LEVEL XMTR 4 MAIN/1 BRANCH PVC C-36 GE-BA1-02 EXTRACTION WELL - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1-02_FT 4 MAIN/1 BRANCH PVC C-37 GE-BA1-02 EXTRACTION WELL - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN/1 BRANCH PVC C-38 GE-BA1-02 EXTRACTION WELL - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMTR 4 MAIN/1 BRANCH PVC C-39 GE-BA1-03 EXTRACTION WELL - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1-03_FT 4 MAIN/1 BRANCH PVC C-40 GE-BA1-03 EXTRACTION WELL - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN/1 BRANCH PVC C-41 GE-BA1-03 EXTRACTION WELL - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMTR 4 MAIN/1 BRANCH PVC C-42 GE-BA1-04 EXTRACTION WELL - FLOW XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1-04_FT 4 MAIN/1 BRANCH PVC C-43 GE-BA1-04 EXTRACTION WELL - PSI XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN/1 BRANCH PVC C-44 GE-BA1-04 EXTRACTION WELL - LEVEL XMTR 24V DC

  1. 14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMTR 4 MAIN/1 BRANCH PVC DESCRIPTION 120V/208V/240V/480V SYSTEMS & BELOW: SINGLE CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE XHHW-2 (PVC-INSULATION) 120V/208V/240V/480V SYSTEMS & BELOW: MULTI-CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE TC (PVC-NYLON INSULATION / PVC JACKET)

OKONITE TYPE SP-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (TRIAD - INDIVIDUAL & OVERALL SHIELD 300V -105 °C RATING) OR APPROVED EQUAL OKONITE TYPE P-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V - 105 °C RATING) OR APPROVED EQUAL INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET)

OKONITE, OKOGUARD-OKOSEAL, MV-105, 5kV133%, SINGLE CONDUCTOR OKONITE C-L-X MV-105, 5kV 133%, FOR CABLE TRAY USE, MULTICONDUCTOR BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

COMMUNICATION/NETWORK CABLING___________________________________________________________________________________________________________________________________________

PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VVMEDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. HIMES designed A. HIMES checked S.DEFRANCESCO Cimarron Environmental Response Trust CABLE AND CONDUIT SCHEDULE-SHEET 3 project 142089 contract drawing BMCD-GWREMED-E105 rev.

A sheet of sheets file E105.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E105.DWG 8/18/2022 1:54 PM EAPULCHER

Scale For Microfilming description 1

2 3

4 5

6 7

8 CERT - 142089 PANELBOARD NAME: BA1 PP-2 PANELBOARD TYPE: MLO SURFACE MOUNTED, NEMA 1 ENCLOSURE PANEL LOCATION: BA1 INJECTION SKID 120/240 VOLTS, 1 PHASE, 3 WIRE 100 AMP MAINS SUPPLIED FROM: MCC-2 (BA1) 18KAIC CKT TRIP NO.

WIRE WIRE NO.

TRIP CKT.

NO.

AMPS POLES QTY / SIZE LOAD SERVED 0

LOAD SERVED QTY / SIZE POLES AMPS NO.

1 15 1

(2) #12 + #12 G BA1 CPP-4 Primary A

BA1 CPP-4 Secondary (2) #12 + #12 G 1

15 2

3 SEE E104 P-20 B

P-21 SEE E103 2

15 4

5 15 2

GETR-BA1-01A FLOW METER A

GETR-BA1-01B FLOW METER 6

7 15 SEE E104 P-22 B

P-23 SEE E103 2

15 8

9 2

GETR-BA1-02A FLOW METER A

GE-BA1-02 FLOW METER 10 11 SEE E104 P-24 B

P-25 SEE E103 15 12 13 15 2

BE-BA1-03 FLOW METER A

GE-BA1-04 FLOW METER 14 15 B

SPARE N/A 15 16 17 A

18 19 B

SPARE M;A 2

15 20 21 A

fV 22 23 B

SPARE 2

15 24 25 A

"S 26 27 B

SPARE N/A 1

15 28 29 A

SPARE N/A 1

15 30 12 date 08/19/22 ACH by SJD ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VVMSDONNELL D

F 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 detailed A. HIMES designed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust PANELBOARD SCHEDULES project 142089 contract drawing BMCD-GWREMED-E106 rev.

A sheet of sheets i

file E106.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E106.DWG 8/18/2022 11:50 AM EAPULCHER

11 12 UTILITY POLE (SHOWN FOR REFERENCE,

' PROVIDED BY VEOLIA DESIGN DRAWINGS)

DETAIL 1 LINE LEGEND

^0/zp3 EC PROVIDED POWER FEED AND TERMINATION EC PROVIDED CONTROL FEED AND TERMINATION

VENDOR PROVIDED LEADS, EC TERMINATION ONLY VAULT PUMP WELL LEVEL SENSOR TO MCC TO CPP PLC VFD POWER FEED VFD SPEED CONTROL FEED LEVEL SENSOR CONTROL FEED x^k~r

>;VVV Wk GENERAL NOTES:

1.

SEE DRAWING E103 THROUGH E104 FOR CABLE AND CONDUIT SIZES FOR POWER AND CONTROL FEEDS.

2.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

ROSEMOUNT FLOW METER ROSEMOUNT PRESSURE SENSOR VAULT ELEVATION N.T.S.

PRESSURE SENSOR CONTROL FEED (TO CPP PLC)

FLOW METER CONTROL FEED (TO CPP PLC)

FLOW METER POWER FEED (TO MCC1, PP-A, OR BA1 PP-2)

NEMA6P J-BOX (FLOW TRANSMITTER) 0 0

0 NEMA6P JUNCTION BOX I 0 KEYED NOTES:

EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR TRANSITION FROM FACTORY SUPPLIED PUMP LEADS TO PUMP POWER FEED.

EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO DETAIL 1, THIS SHEET. EC TO PROVIDE NEMA6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED AND CONTROL FEEDS TO METER, REMOTE TRANSMITTER AND PRESSURE SENSOR FACTORY INSTALLED LEADS AS SEEN ON DETAIL 2, THIS SHEET.

EC TO PROVIDE NEMA 6P JUNCTION BOX FOR LEVEL SENSOR AND MAKE FINAL TERMINATIONS OF CONTROL FEED TO SENSOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 3, THIS SHEET.

fSENSOR LEADS TO CPP PLC PUMP WELL

- ROSEMOUNT FLOW METER (BY OTHERS)

ROSEMOUNT PRESSURE SENSOR (BY OTHERS)

VAULT PLAN NEMA6P JUNCTION BOX 0

N.T.S.

ROSEMOUNT 8712 TERMINAL BLOCK LEVEL SENSOR INSTALLED BY M.C.

FUSE TO MCC1,PP-A, <

OR BA1 PP-2 I POWER FEED CONTROL FEEDl TO CPPJ PLC 1 J t CONTROL FEED I TO CPP I PLC 1 j5oc V1 V2 0 3mmas L1

<2)

N T"

2

..x...

16 ~TTir 19 20 0

0 0 0 0 0 0 0 0 SENSOR LEADS k

ROSEMOUNT PRESSURE SENSOR ROSEMOUNT FLOW METER I

SENSORjLEADS DETAIL 2 AND 3 LINE LEGEND VAULT SCHEMATIC EC PROVIDED CONDUCTOR AND TERMINATION VENDOR PROVIDED LEADS, EC TERMINATION ONLY EC PROVIDED SHIELD WIRE AND TERMINATION EC PROVIDED TERMINATION POINT no. l date A 08/19/22 by l ckd ACH SJD description ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VvM£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. HIMES designed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL DETAIL I (CONNECTION DETAILS) -

SHEET 1 project 142089 contract drawing BMCD-GWREMED-E201 rev.

A sheet of sheets file E201.dwg Z:\\CLIENTS\\ENS\\CERTM29852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICALAE201.DWG 8/18/2022 11:25 AM EAPULCHER

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 PURPOSES ONLY. SUBCONTRACTOR SHALL ORGANIZE CONDUITS / WIRING IN A LOGICAL ARRANGEMENT. SUBMIT PROPOSED ARRANGEMENT FOR APPROVAL AND PROVIDE AS BUILT CONDITIONS.

3.

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

4.

SAFETY WARNING TAPE COLOR AND TEXT SHALL BE SPECIFIC TO THE PIPE, CONDUIT, OR ELECTRICAL GRID IT IS INSTALLED TO PROTECT.

5.

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

6.

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

7.

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

8.

ELECTRICAL WIRE CONDUIT GRID (DUCT BANK) SHALL CONTAIN PLASTIC SPACERS AND SHALL BE BACKFILLED WITH SAND. SEE ELECTRICAL DRAWINGS FOR DETAILS.

9.

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

10. SUBCONTRACTOR MAY ELECT TO CONSTRUCT A FLAT BOTTOM TRENCH IF IT IS DETERMINED TO BE A MORE ECONOMICAL APPROACH. MINIMUM CLEARANCES SHOWN MUST BE PROVIDED.
11. IF ROCK OR GROUNDWATER IS ENCOUNTERED AT SHALLOW DEPTHS ALONG TRENCH ALIGNMENT, MINIMUM PIPE / CONDUIT COVER DEPTH MAY BE REDUCED TO 12" BELOW EXISTING GROUND SURFACE IF 6" MOUND ABOVE EXISTING SURFACE IS PROVIDED TO MAINTAIN 18" TOTAL COVER. MOUNDING MAY NOT BE PERMISSIBLE IN DRAINAGE WAYS OR AREAS TO BE MOWED. ENGINEER SHALL APPROVE ALL AREAS WHERE MOUNDING IS PROPOSED, SUBMIT AREAS OF PROPOSED MOUNDING FOR APPROVAL PRIOR TO CONSTRUCTION.

Z:\\CUENTS\\ENS\\CERT\\129352_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIViL\\C104 PIPE-CONDUIT 1.DWG 3/17/2022 8:10:10 AM EAPULCHER 8

9 10 11 12 13 no.l date lI bv l ckd l description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN SECTION NOT TO SCALE D

SAFETY WARNING TAPE, TYP. ABOVE PRELIMINARY - NOT F FOR CONSTRUCTION

^BURNS

^M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 detailed M. CARLIN designed B. WEIS checked J. HESEMANN SECTION f C 1 NOT TO SCALE C^D3, CJ/)-

Cimarron Environmental Response Trust PIPE & CONDUIT TRENCH SECTIONS -

SHEET 1 project contract 142089 drawing rev.

BMCD-GWREMED-C104 A

sheet of sheets file C104 PIPE-CONDUIT 1.DWG

1 2

3 4

5 6

7 SECTION______________

NOT TO SCALE Z:\\CUENTS\\ENS\\OERTM29852_CERT-OECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C105 PIPE-CONDUIT 2.DWG 8/17/2022 8:10:15 AM EAPULCHER 9

10 11 12 13 no.l date lI I ckd description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN B

NOTE:

1.

SEE SHEET C104 FOR PIPE & CONDUIT TRENCH SECTION NOTES.

C PRELIMINARY - NOT FOR CONSTRUCTION

  • BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed checked B. WEIS J. HESEMANN D

F G

H Cimarron Environmental Response Trust PIPE & CONDUIT TRENCH SECTIONS -

SHEET 2 project contract 142089 drawing rev.

BMCD-GWREMED-C105 A

sheet of sheets file C105 PIPE-CONDUIT 2.DWG 1

e-J PLAN NOT TO SCALE SECTION NOT TO SCALE e

h i V.

[ j j. ft1-'

\\...

i ::JBran DETAIL________________________ _

WESTERN AREA OUTFALL PLAN VgOPj/

SCALE IN FEET D50=18" RIPRAP 12 OZ./SY GEOTEXTILE SECTION NOT TO SCALE e

1. TRANSITION TO TYPICAL CHANNEL SECTION OVER 15 FEET.

TYPICAL CHANNEL SECTION NOT TO SCALE e

no. l date l by l ckd l description A l08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

  • BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust OUTFALL DETAILS project 142089 contract drawing BMCD-GWREMED-C106 rev.

A sheet of sheets file C106 OUTFALL DETAILS.DWG Z:\\CLIENTS\\ENS\\CER7\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C106 OUTFALL DETAILS.DWG 8/22/2022 3:11:44 PM EAPULCHER

Scale For Microfilming 12 13 FINISH GRADE-S (MIN.)

HEAT TRACE (REFER TO VEOLIA'S DESIGN DRAWINGS)

BOLLARD -

(TYP. OF 2, SEE DETAIL 1, THIS SHEET)

BALL VALVE (REFER TO VEOLIA'S DESIGN DRAWINGS) 18" ID SONOTUBE (REFER TO VEOLIA'S DESIGN DRAWINGS)

BOLLARD NOTES:

1.

SUBCONTRACTOR SHALL PROVIDE HEAVY DUTY YELLOW HDPE PIPE GUARD COVER OVER ALL PIPES

2.

SUBCONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION.

- HDPE TO GLV STEEL TRANSITION COUPLING (TYP.)

EXTRACTION LINE HEAT TRACE DETAIL_______________ f 2 NOT TO SCALE BOLLARD DETAIL NOT TO SCALE CLAY & BAILEY #2007 MR OR APPROVED EQUAL e

1. SUBCONTRACTOR SHALL SET TEST STATIONS AND LINE MARKERS FOR TRACER WIRE EVERY 1,000',

ALL LINE MARKERS AND TEST STATIONS SHALL BE PLACED AND MAINTAINED AS CLOSE AS PRACTICAL TO THE UTILITY TRENCH. LINE MARKERS SHALL BE PLACED AT EACH CROSSING OF A ROAD AND WHEREVER NECESSARY TO IDENTIFY THE LOCATION OF THE PIPE TO REDUCE THE POSSIBILITY OF DAMAGE OR INTERFERENCE.

2. THE FOLLOWING SHALL BE WRITTEN LEGIBLY ON A BACKGROUND OF SHARPLY CONTRASTING COLOR ON EACH LINE MARKER:

A.

THE WORD "WARNING", "CAUTION", OR "DANGER" FOLLOWED BY THE WORDS "WATER PIPELINE" ALL OF WHICH, SHALL BE IN LETTERS AT LEAST 1-INCH HIGH WITH 1/4-INCH STROKE B.

COORDINATE WITH THE OWNER TO DETERMINE THE ON-SITE OPERATOR NAME AND TELEPHONE NUMBER (INCLUDING AREA THAT SHALL BE PLACED ON ALL LINE MARKERS. THE INFORMATION PROVIDED SHALL BE FOR AN OPERATOR THAT CAN BE REACHED AT ALL TIMES.

NOTES:

WRAP LOWER VAULT SECTION WITH 12 OZ/SY GEOTEXTILE TO RETAIN ROCK AND SOIL FROM DOGHOUSE VOID TYPICAL CLEANOUT AND MACHINE CUT DOGHOUSE SHALL PROVIDE 2" CLEARANCE ON THE TOP AND SIDES.

DOUBLE WASHED 2-INCH CLEAN STONE

1. WHERE PRACTICAL CLEANOUTS CAN BE GROUPED TOGETHER IN A SINGLE VAULT.
2. DIRECTION OF CLEANOUT SHALL BE AS INDICATED BY SYMBOL ON DRAWINGS. =DIRECTION OF CLEANOUT

-©=-

-DIRECTION OF CLEANOUT VALVE VAULT DETAIL f 3 1 NOT TO SCALE C003VC004/::005 FINISH GRADE AIR RELEASE VALVE 1/2" ANGLE HOSE VALVE AIR RELEASE VALVE (ARV) NOTES:

1.

48" I.D. PRECAST MANHOLE RISER REINFORCING EQUAL TO ASTM C-478 2" FIBERGLASS BATTS (5 MH WALL & PIPE ONLY PROPOSED EXTRACTION, INJECTION, OR SUPPLY PIPING 1/2" COMPACTED AGGREGATE AIR RELEASE VALVE DETAIL NOT TO SCALE AIR RELEASE VALVES SHALL BE INSTALLED AT THE HIGH POINT OF ALL PRESSURE WATER SYSTEM PIPING.

AIR RELEASE VALVE VAULT SHALL BE DESIGNED FOR H20 TRAFFIC LOADING.

TWO PIPELINES SHOWN IN DETAIL, ACTUAL NUMBER OF PIPELINES MAY VARY.

ARV ASSEMBLY INSTALLED ON GROUNDWATER EXTRACTION PIPES SHALL NOTALLOW DISCHARGE OF ANY EXTRACTED GROUNDWATER.

STAKE 4' ON TRENCH DETAIL CENTER (MAX.)

BACKFILL TRENCH SPOILS SECTION VIEW 6" PREPARED SUBGRADE NOT TO SCALE NOTES:

COMPACTED SOIL BACKFILL

1. EXCAVATE A 2-3" DEEP X 9" WIDE TRENCH ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR TRENCH.
2. PLACE THE 9" WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.
3. SECURE THE WATTLE WITH 24" WOODEN STAKES EVERY 4 AND WITH A STAKE ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE WATTLE LEAVING AT LEAST 2"-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKES SHOULD BE DRIVEN AT A 35° ANGLE FROM PERPENDICULAR TO THE SLOPE FACE.

ODOTTYPE/I^ M AGGREGATE BASE COMPACTED SUBGRADE -1 ROADSIDE DRAINAGE WILL BE INSTALLED IF ONE DOES NOT CURRENTLY EXIST 12 OZNON-WOVEN GEOTEXTILE NOT TO SCALE no. l date l by l ckd l description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust MISCELLANEOUS DETAILS-SHEET 1 project 142089 contract drawing BMCD-GWREMED-C107 rev.

A sheet of sheets file C107 MISC DET 1.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C107 MISC DET 1.DWG 8/17/2022 8:10:28 AM EAPULCHER

Scale For Microfilming 12 13 SCHEMATIC SEPTIC SYSTEM PROFILE NOT TO SCALE 0

MINIMUM FALL OF 1/4" PER FOOT.

0 REQUIREMENTS LISTED IN OKLAHOMA DEQ TITLE 252 CHAPTER 641.

FILTER PACK PER A

\\I_______

_u MEDIA MEDIA TYPICAL EXTRACTION TRENCH PIPE DETAIL NOT TO SCALE LATERAL DETAIL NOT TO SCALE 0

995 no. l date l by l ckd j description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VvMCDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust MISCELLANEOUS DETAILS - SHEET 2 project 142089 contract drawing BMCD-GWREMED-C108 rev.

A sheet of sheets file C108 MISC DET2.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C108 MISC DET2.DWG 8/17/2022 8:10:36 AM EAPULCHER

Scale For Microfilming 10 1 =

MIRAFI HP270 OR TYPICAL NEW ROAD CONSTRUCTION SECTION NOT TO SCALE e

END DETAIL

( 3 1 NOT TO SCALE C\\D7, cc/;

STEEP SLOPE NOTE:

BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION.

NOTE:

WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM.

EROSION CONTROL BLANKET DETAIL B)

NOT TO SCALE EROSION CONTROL BLANKET NOTES:

A) SITE PREPARATION:

AFTER SITE HAS BEEN SHAPED AND GRADED, PREPARE A FRIABLE SEEDBED RELATIVELY FREE FROM CLODS AND ROCKS MORE THAN 1 1/2 INCHES IN DIAMETER AND ANY FOREIGN MATERIAL THAT WILL PREVENT UNIFORM CONTACT OF THE PROTECTIVE COVERING WITH THE SOIL SURFACE.

LAYING AND STAPLING:

SUBCONTRACTOR SHALL INSTALL EROSION CONTROL BLANKET PER MANUFACTURER'S SPECIFICATIONS.

1.

START LAYING THE PROTECTIVE COVERING FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL DOWN-GRADE.

2.

ALLOW TO LAY LOOSELY ON SOIL; DO NOT STRETCH.

3.

UPSLOPE ENDS OF THE BLANKET SHOULD BE BURIED IN AN ANCHOR SLOT NO LESS THAN 6-INCHES DEEP. TAMP EARTH FIRMLY OVER THE MATERIAL. WHEN TOP IS RELATIVELY FLAT, EXTEND BLANKET ABOUT 40 INCHES AWAY FROM SLOPE.

STAPLE THE MATERIAL AT A MINIMUM OF EVERY 12 INCHES ACROSS THE TOP END.

4.

EDGES OF THE MATERIAL SHALL BE STAPLED EVERY 3 FEET. WHERE MULTIPLE WIDTHS ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES AND STAPLED TOGETHER.

5.

STAPLES SHALL BE PLACED DOWN THE CENTER, STAGGERED WITH THE EDGES AT 3-FOOT INTERVALS.

MAINTENANCE & INSPECTION:

INSPECT CONTROLS AFTER EACH RAIN EVENT OF 1/2 INCH OR GREATER, AND EVERY 7 DAYS UNTIL VEGETATION IS ESTABLISHED, FOR EROSION OR UNDERMINING BENEATH THE NETTING, BLANKETS, OR MATS. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE MATERIAL, ADD SOIL, TAMP DOWN, AND RESEED; RESECURE THE MATERIAL IN PLACE. IF NETTING, BLANKETS OR MATS BECOME DISLOCATED OR DAMAGED, REPAIR OR REPLACE, RESEED AND RESECURE IMMEDIATELY.

1. EROSION CONTROL BLANKET (ECB) AND INSTALLATION STAPLES, WHERE SPECIFIED ON THE PLANS, SHALL BE NORTH AMERICAN GREEN C125 OR APPROVED EQUAL, A MACHINE-PRODUCED MAT OF 100% COCONUT FIBER MATRIX WITH A FUNCTIONAL LONGEVITY OF APPROXIMATELY 36 MONTHS. CONTRACTOR SHALL INSTALL AND STAPLE ECB PER MANUFACTURER'S SPECIFICATIONS.

C) date 08/19/22 by MRC ckd JRH description ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS

^.M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked J. HESEMANN Cimarron Environmental Response Trust MISCELLANEOUS DETAILS - SHEET 3 project 142089 contract drawing BMCD-GWREMED-C109 rev.

A sheet of sheets file C109 MISC DET3.DWG Z:\\CLIENTS\\ENS\\CERTM29852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C109 MISC DET 3.DWG 8/17/2022 8:10:04 AM EAPULCHER

Scale For Microfilming 12 13 PROJECT CONTROL POINTS*

POINTS MONITORING WELL NORTHING EASTING ELEVATION (AMSL)

CP-1 T-64 321342 2091691 941.19 CP-2 T-65 321569 2091814 938.77 CP-3 T-63 321623 2091977 938.01 LOCATION PROVIDED IS TO A BOLT LOCATED IN WELL PADS.

PROJECT CONTROL POINTS Point Table Point #

Northing Easting 1

320008 2091894 2

320395 2092391 3

320321 2092450 4

320545 2092583 5

320730 2092572 6

321050 2092567 7

321230 2092563 8

321328 2092556 9

321397 2092550 10 321630 2092593 11 321684 2092599 12 321824 2092582 13 321883 2092571 14 321901 2092602 15 321914 2092625 16 321998 2092790 17 322110 2093010 18 322218 2093220 19 322316 2093415 20 322362 2093586 21 321753 2092327 22 321653 2092136 23 321626 2092083 24 321476 2091839 25 321800 2091787 26 321957 2091748 27 322316 2092559 28 322349 2092559 29 322561 2092881 30 323381 2092183 31 323740 2092141 32 320903 2093000 33 321347 2092928 34 321498 2092963 35 321560 2092978 36 321568 2092997 Point Table Point#

Northing Easting 37 321670 2093228 38 321711 2093320 39 321723 2093348 40 321859 2093654 41 321904 2093757 42 321912 2093775 43 321934 2093917 44 321994 2094066 45 322177 2094129 46 322791 2094731 47 322570 2094177 48 322838 2094945 49 322915 2095396 50 322523 2095489 51 322696 2095401 52 322792 2095353 53 322592 2095528 54 322612 2095540 55 322720 2095566 56 322810 2095488 57 322848 2095455 58 322879 2095428 59 322952 2095364 60 322970 2095349 61 323051 2095314 62 323077 2095321 63 323181 2095349 64 323281 2095376 65 323341 2095392 66 323379 2095423 67 323461 2095491 68 323543 2095558 POINT TABLE FOR BENDS IN TRENCH Point Table Point#

Northing Easting 1

321028 2092690 2

320888 2092700 3

320896 2092815 4

321036 2092805 5

321179 2092872 6

320897 2092892 7

320886 2092890 8

320877 2092885 9

320796 2092810 10 320791 2092803 11 320787 2092791 12 320776 2092639 13 320763 2092615 14 320818 2092614 15 320850 2092666 16 320867 2092665 17 320865 2092634 18 321041 2092621 Point Table Point#

Northing Easting 19 320920 2092661 20 320938 2092648 21 320929 2092659 22 320956 2092626 23 320963 2092654 24 320962 2092636 25 320895 2092669 26 321043 2092645 27 321086 2092666 28 321094 2092782 29 321137 2092803 30 320972 2092688 31 321052 2092641 POINT TABLE FOR WATF SEE SHEET C006 Point Table Point#

Northing Easting 1

322249 2095362 2

322321 2095360 3

322373 2095319 4

322439 2095328 5

322482 2095377 6

322478 2095446 7

322438 2095495 8

322361 2095472 9

322339 2095440 10 322393 2095416 11 322404 2095396 12 322372 2095359 Point Table Point#

Northing Easting 13 322334 2095420 14 322401 2095464 15 322441 2095400 16 322366 2095416 17 322375 2095422 18 322390 2095376 19 322399 2095381 20 322423 2095395 21 322432 2095400 22 322408 2095441 23 322399 2095435 POINT TABLE FOR BA1 SEE SHEET C009 INJECTION WELLS NAME NORTHING EASTING GWI-WU-01 320692 2092492 GWI-BA1-02 322713 2095434 GWI-BA1-03 322811 2095391 GWI-BA1-04 322845 2095475 EXTRACTION WELLS NAME NORTHING EASTING GE-WAA-02 321789 2091723 GE-WAA-03 321503 2091815 GE-WAA-04 322114 2091708 GE-WAA-05 321951 2091715 GE-BA1-02 322970 2095385 GE-BA1-03 323067 2095356 GE-BA1-04 323175 2095372 GE-BA1-05 323274 2095399 GE-BA1-06 323365 2095440 SUMPS NAME NORTHING EASTING GETR-WU-01 321274 2091756 GETR-BA1-02 322839 2095445 no. l date l by l ckd l description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VvMSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust MISCELLANEOUS DETAILS - SHEET 4 project 142089 contract drawing BIVICD-GWREMED-C110 rev.

A sheet of sheets file C110 MISC DET 4.DWG Z:\\CLIENTS\\ENS\\CER7YI29852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C110 MISC DET 4.DWG 8/17/2022 9:24:53 AM EAPULCHER

Microfilming 12 13 1010 BA1 SECTION SCALES HORIZONTAL:

VERTICAL:

WATF SECTION SCALES HORIZONTAL:

SCALE IN FEET SCALE IN FEET VERTICAL:

WATF UTILITY TRENCH PROFILE SCALES HORIZONTAL:

0 60' SCALE IN FEET VERTICAL:

SCALE IN FEET no. l date l by l ckd l description A l08/25/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VVMEDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust WESTERN AREA TREATMENT FACILITY AND BURIAL AREA 1 SECTIONS, AND WATF UTILITY TRENCH PROFILE project 142089 contract drawing rev.

BMCD-GWREMED-C200 A

sheet of sheets file C200 WATF SECTIONS.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C200 WATF SECTIONS.DWG 8/25/2022 8:48:23 AM EAPULCHER

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