ML22285A211

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: ML22284A145 ML22284A150 ML22285A091 ML22285A100 ML22285A109 ML22285A135 ML22285A139 ML22285A144 ML22285A151 ML22285A153 ML22285A165 ML22285A166 ML22285A169 ML22285A189 ML22285A208 ML22285A210 ML22285A211
References
Download: ML22285A211 (16)

Text

12 no. l date l by ckd description 0

KEYED NOTES:

0 EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD GENERAL NOTES:

ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO A 08/19/22 ACH SJD ISSUED FOR FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF POLE MOUNTED UTILITY TRANFORMERS FURNISHED BY 4-0". EC TO COORDINATE LOCATION WITH CIVIL AND 1. SEE DRAWING E103 THROUGH E105 FOR PRELIMINARY DESIGN OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED CABLE AND CONDUIT SIZES.

OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS OF POWER FEED AND FURNISHED PUMP 2. CABLE AND CONDUIT BETWEEN XFMR BA1 TERMINATIONS WITH UTILITY. LEADS. REFER TO DETAIL 1, SHEET E201. (LINE SIDE) AND ATS-201 ARE DEPICTED BY 0 0 VEOLIA DESIGN DRAWINGS.

EQUIPMENT PROVIDED AS PART OF PERFORMANCE SPEC EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION 460000 INCLUDED WITH SKID PROCUREMENT. SHOWN FOR BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND 3. MATERIAL DEPICTED IN GRAYSCALE REFERENCE ONLY. FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201. PROVIDED BY OTHERS. REFERENCE VEOLIA 0 0 DRAWINGS VFS-EPM-000-DWG-E-210 FOR EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER CLARIFICATION.

P-13 0

CONDUIT SCHEDULE. TERMINATING CONNECTIONS ON FURNISHED BY OTHERS. EC TO COORDINATE LOCATION EQUIPMENT SPECIFIED. EC TO COORDINATE CONDUIT WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO 4. CONFIRM PHYSICAL LOCATIONS OF WINDOWS WITH SKID MANUFACTURER AND MAKE FINAL DETAIL 1. SHEET E201. EC TO PROVIDE NEMA6P JUNCTION DEVICES WITH CIVIL AND MECHANICAL CONNECTIONS TO SOURCE OVERCURRENT PROTECTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL CONTRACTORS, REFERENCE LOCATIONS

• -JVn-ri-Ai DEVICE (SEE VEOLIA DESIGN DRAWINGS) AS SHOWN. TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER CAN BE OBTAINED ON DRAWING C002 OF 3; 'T 25 V AND CONTROL TERMINATIONS FOR FACTORY INSTALLED THE CIVIL SET.

LEADS TO METER AS SEEN ON DETAIL 2. SHEET E201.

0 0 0 le For Microfilming 0

PRELIMINARY - NOT FOR CONSTRUCTION

• BURNS

^M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed 0 SEPTEMBER 2022 designed checked A. HIMES 0 A. HIMES S. DEFRANCESCO P-24 P-22 0 0 0

[ft ] GE-BA1-04_FT ft ] GE-BA1-02_FT [ft ] GE-BA1-03_FT 0

0 [ft ] GETR-BA1 -02A_FT 0

" " 0 0

Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE BA1 P-20 0 [ft ] GETR-BA1-01B_FT project contract 0 drawing 142089 rev.

[ft ] GETR-BA1-01A_FT BMCD-GWREMED-E102 A 0 sheet file E102.dwg of sheets Z:\CLIENTS\ENS\CERT\129852_CERT-DECOM2021\DESIGN\CADD\DWGS\ELECTRICAL\E102.DWG 8/18/2022 1:33 PM EAPULCHER

11 12 13 KEYED NOTES: by l ckd 0

date description OG&E DROP m 13.2KV 3PH 0 ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO PAD MOUNTED UTILITY TRANFORMER FURNISHED BY EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND GENERAL NOTES:

10/08/21 ACH SJD ISSUED FOR FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201. 1. SEE DRAWING E103 THROUGH E105 FOR PRELIMINARY DESIGN OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE CABLE AND CONDUIT SIZES.

OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY WATF-SV I TRANSFORMER. EC TO COORDINATE LOCATION AND 2. CABLE AND CONDUIT BETWEEN XFMR WATF TERMINATIONS WITH UTILITY. (LINE SIDE) AND SWBD-A SHALL BE 30A 3P (30A) I 0 EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO PROVIDE POWER FEED WITH 3.

PROVIDED BY VEOLIA DESIGN DRAWINGS.

MATERIAL DEPICTED IN GRAYSCALE PROVIDED BY VEOLIA DESIGN DRAWINGS.

40' OF COILED LABELED CONDUCTOR IN SPECIFIED REFERENCE VEOLIA DRAWINGS ELECTRICAL TRANSITION VAULT TO BE TERMINATED BY VFS-EPM-000-DWG-E-110 FOR P-1 OTHERS TO SOURCE.

<D CLARIFICATION AND 132KV.A i XMFR WATF 1 l 0 EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF VFS-EPM-000-DWG-E-130 FOR ELEVATIONS, LOCATED IN APPENDIX J2.

4-0". EC TO COORDINATE LOCATION WITH CIVIL AND l{ M }l 4. CONFIRM PHYSICAL LOCATIONS OF

.; 500 KVA MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED 480V/277V f ]1 DEVICES WITH CIVIL AND MECHANICAL FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL il CONTRACTORS, REFERENCE LOCATIONS TERMINATIONS OF POWER FEED AND FURNISHED PUMP CAN BE OBTAINED ON DRAWING C002 OF LEADS. REFER TO DETAIL 1, SHEET E201.

i THE CIVIL SET.

5. EC TO PROVIDE POWER FEED AS SPECIFIED WATF BUILDING: SWBD-A ON CABLE AND CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO PROVIDE r POWER FEED WITH 40' OF COILED LABELED CONDUCTOR IN SPECIFIED ELECTRICAL

• 2EL 2J 1 2GL I2K I 2GR } 2FL  ; 2FR ) 2HL ) 2HR 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.

WATF BUILDING; MCC-1 REFER TO DETAIL 1, SHEET E201. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL i; WATF-INJ  ;* GETR WU-01A GE WAA-05 } GE WAA-02 GE WAA-04 i

I TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED i LEADS TO METER AS SEEN ON DETAIL 2, i SHEET E201.

GE WAA-05 GE WAA-04 l Scale For Microfilming GETR WU-01A j vfd ]i HP

\3R)

P-5A PRELIMINARY - NOT FOR CONSTRUCTION PP-2 P-24 ^BURNS 0

I XMFR MINIPZONE i 15 KVA VVMEDONNELL 240/120V v

[ft ] GETR-WU-01A_FT 0 9400 WARD PARKWAY KANSAS CITY, MO 64114 0

816-333-9400

[ft ] GE~WAA~05_FT OKLAHOMA FIRM LICENSEE NO. 421 0

date detailed SEPTEMBER 2022 A. HIMES designed checked A. HIMES S. DEFRANCESCO PNL LP-2 240/120V 1PH. 3W+G MG 8 [70A]

P-26 P-27 P-28 0 0 0

[ft ] GE-WAA-02_FT [ft ] GE-WAA-03_FT [ft ] GE-WAA-04_FT Cimarron Environmental Response Trust 0 0 0 ELECTRICAL SINGLE LINE WATF project contract 142089 drawing rev.

BMCD-GWREMED-E101 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

12 no. l date l by ckd description 0

KEYED NOTES:

0 EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD GENERAL NOTES:

ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO A 08/19/22 ACH SJD ISSUED FOR FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF POLE MOUNTED UTILITY TRANFORMERS FURNISHED BY 4-0". EC TO COORDINATE LOCATION WITH CIVIL AND 1. SEE DRAWING E103 THROUGH E105 FOR PRELIMINARY DESIGN OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED CABLE AND CONDUIT SIZES.

OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS OF POWER FEED AND FURNISHED PUMP 2. CABLE AND CONDUIT BETWEEN XFMR BA1 TERMINATIONS WITH UTILITY. LEADS. REFER TO DETAIL 1, SHEET E201. (LINE SIDE) AND ATS-201 ARE DEPICTED BY 0 0 VEOLIA DESIGN DRAWINGS.

EQUIPMENT PROVIDED AS PART OF PERFORMANCE SPEC EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION 460000 INCLUDED WITH SKID PROCUREMENT. SHOWN FOR BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND 3. MATERIAL DEPICTED IN GRAYSCALE REFERENCE ONLY. FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201. PROVIDED BY OTHERS. REFERENCE VEOLIA 0 0 DRAWINGS VFS-EPM-000-DWG-E-210 FOR EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER CLARIFICATION.

P-13 0

CONDUIT SCHEDULE. TERMINATING CONNECTIONS ON FURNISHED BY OTHERS. EC TO COORDINATE LOCATION EQUIPMENT SPECIFIED. EC TO COORDINATE CONDUIT WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO 4. CONFIRM PHYSICAL LOCATIONS OF WINDOWS WITH SKID MANUFACTURER AND MAKE FINAL DETAIL 1. SHEET E201. EC TO PROVIDE NEMA6P JUNCTION DEVICES WITH CIVIL AND MECHANICAL CONNECTIONS TO SOURCE OVERCURRENT PROTECTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL CONTRACTORS, REFERENCE LOCATIONS

• -JVn-ri-Ai DEVICE (SEE VEOLIA DESIGN DRAWINGS) AS SHOWN. TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER CAN BE OBTAINED ON DRAWING C002 OF 3; 'T 25 V AND CONTROL TERMINATIONS FOR FACTORY INSTALLED THE CIVIL SET.

LEADS TO METER AS SEEN ON DETAIL 2. SHEET E201.

0 0 0 le For Microfilming 0

PRELIMINARY - NOT FOR CONSTRUCTION

• BURNS

^M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed 0 SEPTEMBER 2022 designed checked A. HIMES 0 A. HIMES S. DEFRANCESCO P-24 P-22 0 0 0

[ft ] GE-BA1-04_FT ft ] GE-BA1-02_FT [ft ] GE-BA1-03_FT 0

0 [ft ] GETR-BA1 -02A_FT 0

" " 0 0

Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE BA1 P-20 0 [ft ] GETR-BA1-01B_FT project contract 0 drawing 142089 rev.

[ft ] GETR-BA1-01A_FT BMCD-GWREMED-E102 A 0 sheet file E102.dwg of sheets Z:\CLIENTS\ENS\CERT\129852_CERT-DECOM2021\DESIGN\CADD\DWGS\ELECTRICAL\E102.DWG 8/18/2022 1:33 PM EAPULCHER

13 no. by ckd description "a ~l08/19/22 ACH SJD ISSUED FOR PRELIMINARY DESIGhl CABLE AND CONDUIT SCHEDULE LOAD CONDUCTORS CONDUIT POWER CONTROL INSTRUMENT & COMMS.

CABLE NUMBER SERVICE UJ LLI NUMBER OF CABLES & LLi VOLTS CL NUMBER AND CL CL NUMBER AND SIZE NO. PAIRS / FROM (SOURCE) TO SIZE TYPE SIZE CONDUCTORS 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

• I =

1 =

Scale For Microfilming 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 checked A. HIMES S. DEFRANCESCO 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) 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 Cimarron Environmental Response Trust OKONITE TYPE P-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -105 °C RATING) OR APPROVED EQUAL CABLE AND CONDUIT INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET)

SCHEDULE-OKONITE, OKOGUARD-OKOSEAL, MV-105, 5kV 133% SINGLE CONDUCTOR SHEET 1 OKONITE C-L-X MV-105, 5kV 133% FOR CABLE TRAY USE, MULTICONDUCTOR project contract BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL 142089 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

COMMUNICATION/NETWORK CABLING ________________________________________________________________________________________ drawing rev.

BMCD-GWREMED-E103 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

1 23456789 10 11 12 13 no. date by ckd description A 08/19/22 ACH SJD ISSUED FOR PRELIMINARY DESIGN CABLE AND CONDUIT SCHEDULE LOAD CONDUCTORS CONDUIT POWER CONTROL INSTRUMENT & COMMS.

CABLE NUMBER SERVICE LU L1I NUMBER OF CABLES & HI VOLTS Q_ NUMBER AND Q. a.

NUMBER AND SIZE NO. PAIRS / FROM (SOURCE) TO SIZE TYPE

£ SIZE CONDUCTORS

£ A 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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #14 TSP (4-20mA) D WELL FIELD PLC CPP-1 GE-WAA LEVEL XMTR 4 MAIN/1 BRANCH PVC C C-17 GE-WAA-04 EXTRACTION WELL - FLOW XMTR 24V DC #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 #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 #14 TSP (4-20mA) D WELL FIELD PLC CPP-1 GE-WAA LEVEL XMTR 4 MAIN / 1 BRANCH PVC D

e For Microfilming PRELIMINARY - NOT F 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 checked A. HIMES 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 Cimarron Environmental Response Trust D OKONITE TYPE P-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -105 °C RATING) OR APPROVED EQUAL CABLE AND CONDUIT I

E INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET) SCHEDULE-F OKONITE, OKOGUARD-OKOSEAL, MV-105, 5kV 133%, SINGLE CONDUCTOR SHEET 2 G OKONITE C-L-X MV-105, 5kV 133%, FOR CABLE TRAY USE, MULTICONDUCTOR project contract H BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL 142089 I 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

J COMMUNICATION/NETWORK CABLING 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

10 11 12 no. date by ckd description A 08/19/22 ACH SJD ISSUED FOR PRELIMINARY DESIGN CABLE AND CONDUIT SCHEDULE LOAD CONDUCTORS CONDUIT POWER CONTROL INSTRUMENT & COMMS.

CABLE NUMBER SERVICE UJ 111 NUMBER OF CABLES & LU VOLTS CL NUMBER AND a.

NUMBER AND SIZE NO. PAIRS / >- FROM (SOURCE) TO SIZE TYPE

£ SIZE CONDUCTORS 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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #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 #14 TSP (4-20mA) D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMTR 4 MAIN/1 BRANCH PVC j =

I H Scale For Microfilming 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 checked A. HIMES S.DEFRANCESCO SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR POWER CIRCUIT SIZES.

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 Cimarron Environmental Response Trust OKONITE TYPE P-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V - 105 °C RATING) OR APPROVED EQUAL CABLE AND CONDUIT INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET) SCHEDULE-OKONITE, OKOGUARD-OKOSEAL, MV-105, 5kV133%, SINGLE CONDUCTOR SHEET 3 OKONITE C-L-X MV-105, 5kV 133%, FOR CABLE TRAY USE, MULTICONDUCTOR project contract BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL 142089 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

COMMUNICATION/NETWORK CABLING___________________________________________________________________________________________________________________________________________ drawing rev.

BMCD-GWREMED-E105 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

1 2 3 4 5 6 7 8 12 date by description 08/19/22 ACH SJD ISSUED FOR PRELIMINARY DESIGN 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 P-20 B P-21 4 15 2 SEE E104 SEE E103 2 15 5 GETR-BA1-01A FLOW METER A GETR-BA1-01B FLOW METER 6 7 P-22 B P-23 8 9

15 2 SEE E104 GETR-BA1-02A FLOW METER A GE-BA1-02 FLOW METER SEE E103 2 15 10 11 P-24 B P-25 12 13 15 2 SEE E104 BE-BA1-03 FLOW METER A GE-BA1-04 FLOW METER SEE E103 15 14 15 B 16 SPARE N/A 15 17 A 18 19 B 20 SPARE M;A fV 2 15 21 A 22 23 B 24 SPARE 2 15 25 A "S 26 27 B SPARE N/A 1 15 28 29 A SPARE N/A 1 15 30 D

Scale For Microfilming PRELIMINARY - NOT F FOR CONSTRUCTION

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

BMCD-GWREMED-E106 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 no. l date by l ckd description UTILITY POLE (SHOWN FOR REFERENCE, DETAIL 1 LINE LEGEND GENERAL NOTES:

' PROVIDED BY VEOLIA DESIGN DRAWINGS)

A 08/19/22 ACH SJD ISSUED FOR EC PROVIDED POWER FEED AND TERMINATION 1. SEE DRAWING E103 THROUGH E104 FOR CABLE AND PRELIMINARY DESIGN

^0/zp 3 EC PROVIDED CONTROL FEED AND TERMINATION CONDUIT SIZES FOR POWER AND CONTROL FEEDS.

---

VENDOR PROVIDED LEADS, EC TERMINATION ONLY

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

VAULT x^k~r

>;VVV KEYED NOTES:

Wk 0 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 PUMP WELL FEED.

0 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 ROSEMOUNT FLOW METER BOX FOR FLOW TRANSMITTER AND MAKE FINAL LEVEL SENSOR TERMINATIONS OF POWER FEED AND CONTROL FEEDS TO ROSEMOUNT PRESSURE SENSOR METER, REMOTE TRANSMITTER AND PRESSURE SENSOR FACTORY INSTALLED LEADS AS SEEN ON DETAIL 2, THIS SHEET.

VAULT ELEVATION N.T.S.

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

TO CPP PLC PRESSURE SENSOR CONTROL FEED (TO CPP PLC)

VFD POWER FEED FLOW METER CONTROL FEED (TO CPP PLC)

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

LEVEL SENSOR CONTROL FEED NEMA6P JUNCTION BOX NEMA6P J-BOX (FLOW TRANSMITTER)

I 0 fSENSOR LEADS TO CPP PLC PUMP WELL LEVEL SENSOR INSTALLED BY

- ROSEMOUNT FLOW METER (BY OTHERS) M.C.

ROSEMOUNT PRESSURE SENSOR (BY OTHERS)

VAULT PLAN N.T.S.

NEMA6P JUNCTION BOX PRELIMINARY - NOT FOR CONSTRUCTION 0 ROSEMOUNT 8712 TERMINAL BLOCK

^BURNS ROSEMOUNT PRESSURE SENSOR VvM£DONNELL L1 N T" 2 ..x... 16 ~TTir 19 20 9400 WARD PARKWAY KANSAS CITY, MO 64114 FUSE <2) 0 0 0 0 0 0 0 0 0 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 V1 V2 0 3mmas date SEPTEMBER 2022 designed detailed checked A. HIMES A. HIMES S. DEFRANCESCO POWER FEED SENSOR LEADS TO MCC1,PP-A, <

OR BA1 PP-2 I k ROSEMOUNT FLOW METER TO CPPJ CONTROL FEEDl Jt PLC 1 I Cimarron Environmental Response Trust SENSORjLEADS ELECTRICAL DETAIL I CONTROL FEED I (CONNECTION DETAILS) -

TO CPP I PLC 1 j5oc project SHEET 1 contract DETAIL 2 AND 3 LINE LEGEND 142089 EC PROVIDED CONDUCTOR AND TERMINATION drawing rev.

VAULT SCHEMATIC VENDOR PROVIDED LEADS, EC TERMINATION ONLY EC PROVIDED SHIELD WIRE AND TERMINATION BMCD-GWREMED-E201 A EC PROVIDED TERMINATION POINT sheet of sheets file E201.dwg Z:\CLIENTS\ENS\CERTM29852_CERT-DECOM2021\DESIGN\CADD\DWGS\ELECTRICALAE201.DWG 8/18/2022 11:25 AM EAPULCHER

8 9 10 11 12 13 no.l date l I bv l ckd l description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN SECTION NOT TO SCALE D

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 SAFETY WARNING TAPE, TYP. ABOVE 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 PRELIMINARY - NOT F PROTECT.

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

FOR CONSTRUCTION

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. ^BURNS

7. DISCHARGE PIPING TRENCH BACKFILL (BEDDING AND SOIL) SHALL BE COMPACTION TESTED IN ACCORDANCE WITH ASTM D6938 AT A

^M£DONNELL 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. 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400

8. ELECTRICAL WIRE CONDUIT GRID (DUCT BANK) SHALL CONTAIN PLASTIC SPACERS AND SHALL BE BACKFILLED WITH SAND. SEE OKLAHOMA FIRM LICENSEE NO. 421 ELECTRICAL DRAWINGS FOR DETAILS. date detailed SEPTEMBER 2022 M. CARLIN

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. designed checked B. WEIS J. HESEMANN

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 SECTION f C 1 APPROVE ALL AREAS WHERE MOUNDING IS PROPOSED, SUBMIT AREAS OF PROPOSED MOUNDING FOR APPROVAL PRIOR TO NOT TO SCALE C^D3, CJ/)-

CONSTRUCTION.

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

1 2 3 4 5 6 7 9 10 11 12 13 no.l date l I 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 SECTION______________

NOT TO SCALE D

PRELIMINARY - NOT F FOR CONSTRUCTION

• BURNS

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

Cimarron Environmental Response Trust PIPE & CONDUIT TRENCH SECTIONS -

SHEET 2 project contract 142089 -

drawing rev.

BMCD-GWREMED-C105 A sheet of sheets 1 file C105 PIPE-CONDUIT 2.DWG Z:\CUENTS\ENS\OERTM29852_CERT-OECOM2021\DESIGN\CADD\DWGS\CIVIL\C105 PIPE-CONDUIT 2.DWG 8/17/2022 8:10:15 AM EAPULCHER

no. l date l by l ckd l description A l08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN e-PLAN J

NOT TO SCALE h i V. . '

[ j j . ft1-'

PRELIMINARY - NOT

\...

i ::JBran FOR CONSTRUCTION DETAIL________________________ _

• BURNS WESTERN AREA OUTFALL PLAN VgOPj/

^MSDONNELL e

SECTION 9400 WARD PARKWAY KANSAS CITY, MO 64114 NOT TO SCALE 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SCALE IN FEET SEPTEMBER 2022 M. CARLIN designed checked B. WEIS J. HESEMANN D50=18" RIPRAP 12 OZ./SY GEOTEXTILE Cimarron Environmental Response Trust OUTFALL DETAILS project contract e

142089 -

SECTION e 1. TRANSITION TO TYPICAL CHANNEL SECTION OVER 15 FEET. TYPICAL CHANNEL SECTION drawing rev.

NOT TO SCALE NOT TO SCALE BMCD-GWREMED-C106 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

12 13 no. l date l by l ckd l description BOLLARD -

HEAT TRACE (REFER A 08/19/22 MRC JRH ISSUED FOR (TYP. OF 2, SEE TO VEOLIA'S DESIGN PRELIMINARY DESIGN DETAIL 1, THIS SHEET)

DRAWINGS)

BALL VALVE (REFER TO VEOLIA'S DESIGN DRAWINGS)

FINISH GRADE-18" ID SONOTUBE (REFER TO VEOLIA'S DESIGN DRAWINGS)

- HDPE TO GLV STEEL S (MIN.) TRANSITION COUPLING NOTES:

(TYP.)

EXTRACTION LINE HEAT 1. WHERE PRACTICAL CLEANOUTS BOLLARD NOTES: TRACE DETAIL_______________ f 2 CAN BE GROUPED TOGETHER IN A SINGLE VAULT.

NOT TO SCALE MACHINE CUT DOGHOUSE

1. SUBCONTRACTOR SHALL PROVIDE HEAVY DUTY SHALL PROVIDE 2" CLEARANCE YELLOW HDPE PIPE GUARD COVER OVER ALL 2. DIRECTION OF CLEANOUT SHALL ON THE TOP AND SIDES.

PIPES 1. SUBCONTRACTOR SHALL SET TEST STATIONS AND LINE MARKERS FOR TRACER WIRE EVERY 1,000', BE AS INDICATED BY SYMBOL ON ALL LINE MARKERS AND TEST STATIONS SHALL BE PLACED AND MAINTAINED AS CLOSE AS DRAWINGS.

2. SUBCONTRACTOR SHALL VERIFY QUANTITY AND WRAP LOWER VAULT =DIRECTION OF CLEANOUT LOCATION OF BOLLARDS WITH ENGINEER PRIOR PRACTICAL TO THE UTILITY TRENCH. LINE MARKERS SHALL BE PLACED AT EACH CROSSING OF A SECTION WITH 12 OZ/SY TO CONSTRUCTION. ROAD AND WHEREVER NECESSARY TO IDENTIFY THE LOCATION OF THE PIPE TO REDUCE THE DOUBLE WASHED -©=- -DIRECTION OF CLEANOUT GEOTEXTILE TO RETAIN POSSIBILITY OF DAMAGE OR INTERFERENCE. 2-INCH CLEAN STONE ROCK AND SOIL e

TYPICAL CLEANOUT AND FROM DOGHOUSE VOID BOLLARD DETAIL 2. THE FOLLOWING SHALL BE WRITTEN LEGIBLY ON A BACKGROUND OF SHARPLY CONTRASTING VALVE VAULT DETAIL f 3 1 NOT TO SCALE COLOR ON EACH LINE MARKER: NOT TO SCALE C003VC004/::005 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 CLAY & BAILEY #2007 MR INFORMATION PROVIDED SHALL BE FOR AN OPERATOR THAT CAN BE REACHED AT ALL TIMES.

OR APPROVED EQUAL FINISH BACKFILL GRADE TRENCH SPOILS AIR RELEASE VALVE (ARV) NOTES: STAKE 4' ON Scale For Microfilming TRENCH DETAIL CENTER (MAX.)

1. AIR RELEASE VALVES SHALL SECTION VIEW AIR RELEASE VALVE BE INSTALLED AT THE HIGH POINT OF ALL PRESSURE WATER SYSTEM PIPING.

1/2" ANGLE HOSE VALVE AIR RELEASE VALVE VAULT SHALL BE DESIGNED FOR H20 TRAFFIC LOADING.

2" FIBERGLASS BATTS (5 MH WALL & PIPE ONLY TWO PIPELINES SHOWN IN DETAIL, ACTUAL NUMBER OF PIPELINES MAY VARY.

ARV ASSEMBLY INSTALLED ON 6" PREPARED PRELIMINARY - NOT PROPOSED EXTRACTION, GROUNDWATER EXTRACTION PIPES SHALL NOTALLOW NOT TO SCALE SUBGRADE FOR CONSTRUCTION DISCHARGE OF ANY NOTES:

INJECTION, OR SUPPLY PIPING EXTRACTED GROUNDWATER.

48" I.D. PRECAST 1/2" COMPACTED 1. EXCAVATE A 2-3" DEEP X 9" WIDE TRENCH ALONG THE CONTOUR OF THE ^BURNS MANHOLE RISER REINFORCING EQUAL AGGREGATE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR TRENCH.

^MSDONNELL TO ASTM C-478 AIR RELEASE VALVE DETAIL NOT TO SCALE 2. PLACE THE 9" WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL 9400 WARD PARKWAY KANSAS CITY, MO 64114 SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE 816-333-9400 WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT. OKLAHOMA FIRM LICENSEE NO. 421 date detailed

3. SECURE THE WATTLE WITH 24" WOODEN STAKES EVERY 4 AND WITH A STAKE SEPTEMBER 2022 M. CARLIN ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE WATTLE LEAVING AT LEAST 2"-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKES SHOULD designed checked BE DRIVEN AT A 35° ANGLE FROM PERPENDICULAR TO THE SLOPE FACE. B. WEIS J. HESEMANN COMPACTED SOIL BACKFILL Cimarron Environmental Response Trust ODOTTYPE/I^ M MISCELLANEOUS DETAILS- SHEET 1 AGGREGATE BASE ROADSIDE DRAINAGE WILL BE INSTALLED project contract COMPACTED SUBGRADE -1 IF ONE DOES NOT CURRENTLY EXIST 142089 -

12 OZNON-WOVEN drawing rev.

GEOTEXTILE BMCD-GWREMED-C107 A NOT TO SCALE 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

12 13 no. l date l by l ckd j description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN 0

MINIMUM FALL OF 1/4" PER FOOT.

0 SCHEMATIC SEPTIC SYSTEM PROFILE NOT TO SCALE REQUIREMENTS LISTED IN OKLAHOMA DEQ TITLE 252 CHAPTER 641.

A

\I_______ _u FILTER PACK PER MEDIA MEDIA 0

TYPICAL EXTRACTION TRENCH LATERAL DETAIL PIPE DETAIL _______ NOT TO SCALE Scale For Microfilming NOT TO SCALE 995 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 checked B. WEIS J. HESEMANN Cimarron Environmental Response Trust MISCELLANEOUS DETAILS - SHEET 2 project contract 142089 -

drawing rev.

BMCD-GWREMED-C108 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

10 date by ckd description 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN MIRAFI HP270 OR e

TYPICAL NEW ROAD CONSTRUCTION SECTION NOT TO SCALE END DETAIL

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

STEEP SLOPE NOTE:

WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING 1 =

NOTE: THE MATERIAL OVER THE BERM AND BRING MATERIAL DOWN TO A LEVEL ANCHOR IT BEHIND THE BERM.

AREA BEFORE TERMINATING THE INSTALLATION. EROSION CONTROL BLANKET DETAIL NOT TO SCALE Scale For Microfilming 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.

B) 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 PRELIMINARY - NOT 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.

FOR CONSTRUCTION

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. ^BURNS

^.M£DONNELL

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

9400 WARD PARKWAY C) MAINTENANCE & INSPECTION: KANSAS CITY, MO 64114 INSPECT CONTROLS AFTER EACH RAIN EVENT OF 1/2 INCH OR GREATER, AND EVERY 7 DAYS UNTIL VEGETATION IS ESTABLISHED, 816-333-9400 FOR EROSION OR UNDERMINING BENEATH THE NETTING, BLANKETS, OR MATS. IF ANY AREA SHOWS EROSION, PULL BACK THAT OKLAHOMA FIRM LICENSEE NO. 421 PORTION OF THE MATERIAL, ADD SOIL, TAMP DOWN, AND RESEED; RESECURE THE MATERIAL IN PLACE. IF NETTING, BLANKETS date detailed OR MATS BECOME DISLOCATED OR DAMAGED, REPAIR OR REPLACE, RESEED AND RESECURE IMMEDIATELY. SEPTEMBER 2022 M. CARLIN designed checked

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 B. WEIS J. HESEMANN FUNCTIONAL LONGEVITY OF APPROXIMATELY 36 MONTHS. CONTRACTOR SHALL INSTALL AND STAPLE ECB PER MANUFACTURER'S SPECIFICATIONS.

Cimarron Environmental Response Trust MISCELLANEOUS DETAILS - SHEET 3 project contract 142089 -

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BMCD-GWREMED-C109 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

12 13 no. l date l by l ckd l description PROJECT CONTROL POINTS* Point Table Point Table A 08/19/22 MRC JRH ISSUED FOR MONITORING ELEVATION Northing Easting Northing Easting INJECTION WELLS PRELIMINARY DESIGN POINTS NORTHING EASTING Point# Point#

WELL (AMSL) 19 320920 2092661 NAME NORTHING EASTING CP-1 T-64 321342 2091691 941.19 1 321028 2092690 CP-2 T-65 321569 2091814 938.77 GWI-WU-01 320692 2092492 2 320888 2092700 20 320938 2092648 CP-3 T-63 321623 2091977 938.01 GWI-BA1-02 322713 2095434 3 320896 2092815 21 320929 2092659 LOCATION PROVIDED IS TO A BOLT LOCATED IN WELL PADS. GWI-BA1-03 322811 2095391 4 321036 2092805 22 320956 2092626 GWI-BA1-04 322845 2095475 PROJECT CONTROL POINTS 5 321179 2092872 23 320963 2092654 6 320897 2092892 24 320962 2092636 7 320886 2092890 25 320895 2092669 EXTRACTION WELLS 8 320877 2092885 26 321043 2092645 NAME NORTHING EASTING Point Table Point Table 9 320796 2092810 27 321086 2092666 GE-WAA-02 321789 2091723 Point # Northing Easting Point# Northing Easting 10 320791 2092803 28 321094 2092782 GE-WAA-03 321503 2091815 1 320008 2091894 37 321670 2093228 11 320787 2092791 29 321137 2092803 GE-WAA-04 322114 2091708 2 320395 2092391 38 321711 2093320 30 320972 2092688 GE-WAA-05 321951 2091715 12 320776 2092639 3 320321 2092450 39 321723 2093348 GE-BA1-02 322970 2095385 13 320763 2092615 31 321052 2092641 4 320545 2092583 40 321859 2093654 GE-BA1-03 323067 2095356 14 320818 2092614 5 320730 2092572 41 321904 2093757 GE-BA1-04 323175 2095372 15 320850 2092666 6 321050 2092567 42 321912 2093775 GE-BA1-05 323274 2095399 16 320867 2092665 7 321230 2092563 43 321934 2093917 GE-BA1-06 323365 2095440 17 320865 2092634 8 321328 2092556 44 321994 2094066 18 321041 2092621 9 321397 2092550 45 322177 2094129 POINT TABLE FOR WATF SUMPS 10 321630 2092593 46 322791 2094731 SEE SHEET C006 47 322570 2094177 NAME NORTHING EASTING 11 321684 2092599 GETR-WU-01 321274 2091756 12 321824 2092582 48 322838 2094945 Point Table Point Table GETR-BA1-02 322839 2095445 13 321883 2092571 49 322915 2095396 Point# Northing Easting Point# Northing Easting 14 321901 2092602 50 322523 2095489 1 322249 2095362 13 322334 2095420 Scale For Microfilming 15 321914 2092625 51 322696 2095401 2 322321 2095360 14 322401 2095464 16 321998 2092790 52 322792 2095353 3 322373 2095319 15 322441 2095400 17 322110 2093010 53 322592 2095528 4 322439 2095328 16 322366 2095416 18 322218 2093220 54 322612 2095540 5 322482 2095377 17 322375 2095422 19 322316 2093415 55 322720 2095566 6 322478 2095446 18 322390 2095376 20 322362 2093586 56 322810 2095488 7 322438 2095495 19 322399 2095381 21 321753 2092327 57 322848 2095455 22 321653 2092136 58 322879 2095428 8 322361 2095472 20 322423 2095395 PRELIMINARY - NOT 23 321626 2092083 59 322952 2095364 9 322339 2095440 21 322432 2095400 FOR CONSTRUCTION 10 322393 2095416 22 322408 2095441 24 321476 2091839 60 322970 2095349 11 322404 2095396 2095435 23 322399

^BURNS 25 321800 2091787 61 323051 2095314 12 322372 2095359 VvMSDONNELL 26 321957 2091748 62 323077 2095321 POINT TABLE FOR BA1 9400 WARD PARKWAY 27 322316 2092559 63 323181 2095349 SEE SHEET C009 KANSAS CITY, MO 64114 816-333-9400 2092559 64 323281 2095376 OKLAHOMA FIRM LICENSEE NO. 421 28 322349 date detailed 29 322561 2092881 65 323341 2095392 SEPTEMBER 2022 M. CARLIN 30 323381 2092183 66 323379 2095423 designed checked B. WEIS J. HESEMANN 31 323740 2092141 67 323461 2095491 32 320903 2093000 68 323543 2095558 33 321347 2092928 34 321498 2092963 35 321560 2092978 36 321568 2092997 Cimarron Environmental Response Trust POINT TABLE FOR BENDS IN TRENCH MISCELLANEOUS DETAILS - SHEET 4 project contract 142089 -

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BIVICD-GWREMED-C110 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

12 13 1010 no. l date l by l ckd l description A l08/25/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN BA1 SECTION SCALES HORIZONTAL: VERTICAL:

Microfilming WATF SECTION SCALE IN FEET SCALE IN FEET SCALES HORIZONTAL: VERTICAL:

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 checked B. WEIS J. HESEMANN Cimarron Environmental Response Trust WESTERN AREA TREATMENT FACILITY AND BURIAL AREA 1 SECTIONS, AND WATF UTILITY TRENCH PROFILE WATF UTILITY project contract TRENCH PROFILE 142089 -

drawing rev.

SCALES HORIZONTAL: VERTICAL: BMCD-GWREMED-C200 A 0 60' sheet of sheets SCALE IN FEET SCALE IN FEET 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