ML22307A307

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Burns Mcdonnell, Drawing
ML22307A307
Person / Time
Site: 07000925
Issue date: 10/07/2022
From:
Burns & McDonnell
To:
Office of Nuclear Material Safety and Safeguards
Shared Package
ML22308A152 List:
References
BMCD-GWREMED-TM007, Rev A
Download: ML22307A307 (1)
v • d • e


Text

11 12 13 KEYED NOTES: date by l ckd description OG&E DROP m 0 ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO 0 EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION GENERAL NOTES: 10/08/21ACH SJD ISSUED FOR 13.2KV 3PH PAD MOUNTED UTILITY TRANFORMER FURNISHED BY BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND PRELIMINARY DESIGN OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201. 1. SEE DRAWING E103 THROUGH E105 FOR OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY CABLE AND CONDUIT SIZES.

WATF-SV I TRANSFORMER. EC TO COORDINATE LOCATION AND 2. CABLE AND CONDUIT BETWEEN XFMR WATF 30A TERMINATIONS WITH UTILITY. (LINE SIDE) AND SWBD-A SHALL BE 3P EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND PROVIDED BY VEOLIA DESIGN DRAWINGS.

(30A) I 0 CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON 3. MATERIAL DEPICTED IN GRAYSCALE EQUIPMENT SPECIFIED. EC TO PROVIDE POWER FEED WITH 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. CLARIFICATION AND

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

i XMFR WATF 1 l 4-0". EC TO COORDINATE LOCATION WITH CIVIL AND 4. CONFIRM PHYSICAL LOCATIONS OF 480V/277V f ]1.; 500 KVA l{ M }l MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED DEVICES WITH CIVIL AND MECHANICAL il FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL CONTRACTORS, REFERENCE LOCATIONS TERMINATIONS OF POWER FEED AND FURNISHED PUMP CAN BE OBTAINED ON DRAWING C002 OF i LEADS. REFER TO DETAIL 1, SHEET E201. 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 2GLI2K I 2GR } 2FL ; 2FR ) 2HL ) 2HRTRANSITION 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 TERMINATIONS OF POWER FEED TO FLOW i TRANSMITTER AND CONTROL

WATF-INJ ;* GETR WU-01A GE WAA-05} GE WAA-02GE WAA-04 I TERMINATIONS FOR FACTORY INSTALLED i LEADS TO METER AS SEEN ON DETAIL 2, GE WAA-05 GE WAA-04 li SHEET E201.

GETR WU-01A j vfd ]i HP

\\3R)

P-5A

PRELIMINARY - NOT FOR CONSTRUCTION PP-2

P-240 I XMFR MINIPZONE ^BURNS i 15 KVA VVMEDONNELL 240/120V v

[ft ] GETR-WU-01A_FT KANSAS CITY, MO 64114 9400 WARD PARKWAY 816-333-9400 0 0[ft ] GE~WAA~05_FT OKLAHOMA FIRM LICENSEE NO. 421 date detailed 0 SEPTEMBER 2022 A. HIMES designed checked A. HIMES S. DEFRANCESCO 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 Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE 0 0 0 WATF

project contract 142089 drawing rev. A BMCD-GWREMED-E101

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

KEYED NOTES: no. l date l byckd description 0 EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD GENERAL NOTES: A 08/19/22 ACH SJD ISSUED FOR 0 ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF PRELIMINARY DESIGN POLE MOUNTED UTILITY TRANFORMERS FURNISHED BY 4-0". EC TO COORDINATE LOCATION WITH CIVIL AND 1. SEE DRAWING E103 THROUGH E105 FOR 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 VEOLIA DESIGN DRAWINGS.

0 EQUIPMENT PROVIDED AS PART OF PERFORMANCE SPEC EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION 460000 INCLUDED WITH SKID PROCUREMENT. SHOWN FOR 0 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 DRAWINGS VFS-EPM-000-DWG-E-210 FOR P-130 0 EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND 0 EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER CLARIFICATION.

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

  • -JVn-ri-Ai CONNECTIONS TO SOURCE OVERCURRENT PROTECTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL CONTRACTORS, REFERENCE LOCATIONS 3; 'T 25 V DEVICE (SEE VEOLIA DESIGN DRAWINGS) AS SHOWN. TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER CAN BE OBTAINED ON DRAWING C002 OF AND CONTROL TERMINATIONS FOR FACTORY INSTALLED THE CIVIL SET.

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

0

0 0

0

PRELIMINARY - NOT FOR CONSTRUCTION

^M£DONNELL*BURNS

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

P-240

P-220 0 [ft ] GE-BA1-04_FT 0

ft ] GE-BA1-02_FT [ft ] GE-BA1-03_FT 0 [ft ] GETR-BA1 -02A_FT 0" " 0 Cimarron Environmental Response Trust P-200 0 ELECTRICAL SINGLE LINE BA1

[ft ] GETR-BA1-01B_FT project contract 0 142089 drawing rev. A

[ft ] GETR-BA1-01A_FT BMCD-GWREMED-E102

sheet of sheets 0 file E102.dwg

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 VOLTS UJCL NUMBER AND LLICL NUMBER OF CABLES & LLiCL FROM (SOURCE) TO SIZE TYPE NUMBER AND SIZE SIZE NO. PAIRS /

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 =

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. A BMCD-GWREMED-E103

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 POWERCONTROLINSTRUMENT & COMMS.

CABLE NUMBERSERVICE VOLTS LUQ_£NUMBER ANDL1IQ. NUMBER OF CABLES & HIa.£ FROM (SOURCE) TO SIZE TYPE NUMBER AND SIZESIZE NO. PAIRS / A CONDUCTORS

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

PRELIMINARY - NOT F FOR CONSTRUCTION

^BURNS

^MSDONNELL

9400 WARD PARKWAY KANSAS CITY, MO 64114 OKLAHOMA FIRM LICENSEE NO. 421816-333-9400

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 VOLTS UJCL£ NUMBER AND 111 NUMBER OF CABLES & LUa.>- FROM (SOURCE) TO SIZE TYPE NUMBER AND SIZE SIZE NO. PAIRS /

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

PRELIMINARY - NOT FOR CONSTRUCTION

VVMEDONNELL^BURNS

KANSAS CITY, MO 64114 9400 WARD PARKWAY 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.A BMCD-GWREMED-E105 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 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

D

PRELIMINARY - NOT F FOR CONSTRUCTION

VVMSDONNELL^BURNS

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. A BMCD-GWREMED-E106

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 GENERAL NOTES:

(SHOWN FOR REFERENCE, A 08/19/22ACH SJD ISSUED FOR

' PROVIDED BY VEOLIA DESIGN DRAWINGS) DETAIL 1 LINE LEGEND EC PROVIDED POWER FEED AND TERMINATION 1. SEE DRAWING E103 THROUGH E104 FOR CABLE AND PRELIMINARY DESIGN

^0/zp3 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 VAULT CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

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

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 I 0 J-BOX (FLOW TRANSMITTER) 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 KANSAS CITY, MO 64114 9400 WARD PARKWAY FUSE <2) 0 0 0 0 0 0 0 0 0 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed V1 V2 03mmas SEPTEMBER 2022 A. HIMES

designed checked A. HIMES S. DEFRANCESCO

POWER FEED SENSOR LEADS TO MCC1,PP-A, < k OR BA1 PP-2 I ROSEMOUNT FLOW METER

CONTROL FEEDl TO CPPJ PLC 1 J t I Cimarron Environmental Response Trust SENSORjLEADS ELECTRICAL DETAIL I CONTROL FEED I (CONNECTION DETAILS) -

TO CPP I SHEET 1 PLC 1 j5oc project contract DETAIL 2 AND 3 LINE LEGEND 142089 EC PROVIDED CONDUCTOR AND TERMINATION drawing rev. A VAULT SCHEMATIC VENDOR PROVIDED LEADS, EC TERMINATION ONLY BMCD-GWREMED-E201 EC PROVIDED SHIELD WIRE AND TERMINATION 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 10 11 12 no. l date l by l ckd l description KEYED NOTES: A 38/19/22 ACH SJD ISSUED FOR WA GROUNDWATER COMPACTED BACKFILL EXTRACTION LINE 1 <DEC TO PROVIDE AND COORDINATE DUCT BANKS AND LATERALS PRELIMINARY DESIGN WITH CIVIL AND MECHANICAL CONTRACTORS TO APPROPRIATE EXISTING GROUND EQUIPMENT. EC TO PROVIDE MANUFACTURED OPEN BOTTOM PULL SAFETY WARNING TAPE, TYP. ABOVE SURFACE BOXES POSITIONED TO ALLOW LATERAL FEED AND NOT EXCEED EACH PIPE, CONDUIT, OR GRID L CABLE PULLING TENSIONS TO EACH MECHANICAL WELL AND FLUSH WITH FINISH GRADE. REFER TO DETAIL 3, SHEET E203.

EC TO CONFIGURE DUCT BANKS IN ACCORDANCE TO DETAIL 4 THIS TREATMENT 0 SHEET MAINTAINING DISTANCE FROM CONDUIT TO CONDUIT AND DISCHARGE PIPE TO NOT EXCEEDING THE ROW OR COLUMN CAPACITY LISTED.

WA OUTFALL 0 EC TO PROVIDE AND COORDINATE INSTRUMENTATION TRUNK AND

LATERALS WITH CIVIL AND MECHANICAL CONTRACTORS TO APPROPRIATE EQUIPMENT. CIVIL TO PROVIDE MANUFACTURED SAND GRAVEL MIX EXISTING GROUND OPEN BOTTOM PULL BOXES POSITIONED TO ALLOW LATERAL FEED BACKFILL L SURFACE AND NOT EXCEED CABLE PULLING TENSIONS TO EACH MECHANICAL WELL AND FLUSH WITH FINISH GRADE. INSTRUMENTATION TRUNK WILL BE 4" PVC CONDUIT UTILIZING INNERDUCT SYSTEM AND LATERAL FEEDS TO WELLS WILL BE 1 PVC ORIGINATING FROM PULL BOX. SEE CIVIL DRAWINGS. REFER TO DETAIL 3, SHEET E203.

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID 6

(MIN.)

o o o

- 1" PVC (TYP)

  • SAND O O O Q GRAVEL N.T.S. MIX SECTION A; C004, C105 BACKFILL O O O CJ. Q_N fc

EXTRACTION PIPE COMPACTED BACKFILL O O Q O LATERAL * (TYP)

SAFETY WARNING TAPE, TYP. ABOVE - SAND GRAVEL MIX EACH PIPE, CONDUIT, OR GRID - EXISTING GROUND BACKFILL SURFACE O O O C),

  • SAND GRAVEL MIX BACKFILL

TRENCH BOTTOM

SAND GRAVEL MIX BACKFILL DETAILN.T.S. 0©

PRELIMINARY - NOT

SAFETY WARNING TAPE, TYP. ABOVE COMPACTED BACKFILL FOR CONSTRUCTION

EACH PIPE, CONDUIT, OR GRID EXISTING GROUND SURFACE

^BURNS N.T.S. ^MSDONNELL SECTION C; C003, C105 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 COMPACTED BACKFILL OKLAHOMA FIRM LICENSEE NO. 421 SAFETY WARNING TAPE, TYP. ABOVE date detailed EACH PIPE, CONDUIT, OR GRID EXISTING GROUND SEPTEMBER 2022 A. HIMES SURFACE SAND GRAVEL MIX designed checked oq o< r-I BACKFILL (SEE NOTES) 6" MIN., TYP. CLEARANCE A. HIMES S. DEFRANCESCO

BETWEEN PIPES / CONDUITS

> Z h~

O O O O o z

INJECTION SUPPLY PIPES 6" MIN., TYP. CLEARANCE l BETWEEN PIPES / CONDUITSok

Cimarron Environmental Response Trust SAND GRAVEL MIX ELECTRICAL DETAIL II BACKFILL 04" INSTRUMENTATION (DUCT BANK DETAILS) -

GROUNDWATER CABLES CONDUIT y0 SHEET 2 INJECTION SUPPLY PIPES project contract 00 142089 drawing rev.

DETAIL BMCD-GWREMED-E202 A N.T.S. N.T.S.

SECTION A; C004, C105 SECTION E; C009, C106 sheet of sheets file E202.dwg

Z:\\CUENTS\\ENS\\CER7\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E202.DWG 8/10/2022 11:25 AM EAPULCHER 10 11 12 13

no. l date l by ckd l description GENERAL NOTES: A 08/19/22 ACH SJD ISSUED FOR

1. SEE DRAWING E103 THROUGH E105 FOR CABLE AND PRELIMINARY DESIGN CONDUIT SIZES.
2. EC TO PROVIDE GROUNDING AND BONDING PER DETAIL 2 THIS SHEET.
3. GROUNDING SHALL BE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRICAL CODE.
4. SEE SINGLE LINE DRAWINGS E101 AND E102 FOR SIZING OF NEUTRAL CONDUCTORS AND EQUIPMENT SAFETY WARNING SAFETY WARNING GROUNDING CONDUCTORS (EGC).

TAPE (TYP.) TAPE (TYP.)

$T(TYP.)

(TYP.)'

1" MINUS COMPACTED CLEAN GRAVEL

PULLBOX CONDUIT DETAIL N.T.S.

E =

I "=

PRELIMINARY - NOT FOR CONSTRUCTION

VVM£DONNELL^BURNS

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 ELECTRICAL DETAIL III (EQUIPMENT LOCATIONS) -

SHEET 3 project contract 142089 drawing rev.

BMCD-GWREMED-E203 sheet of sheets file E203,dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECCW2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E203.DWG 8/18/2022 11:25 AM EAPULCHER 10 12 13 COUNT no. l date l by ckd l description FIBER PATCH PANEL (SEE VEOLIA DESIGN A 08/19/22 ACH SJD ISSUED FOR WATF BUILDING DRAWINGS) PRELIMINARY DESIGN TO WATER FIBER TO TREATMENT SYSTEM ETHERNET WELL FIELD PLC-100 SWITCH / MEDIA (SEE VEOLIA CONVERTER PLC CPP-1 DESIGN DRAWINGS)

!§is FIBER C-F2 TO BA1 INJECTION C-E1 SYSTEM ENCLOSURE SPARE DRAWING E206

WA INJECTION SYSTEM SKID C-E2 - - ~2 SEE VEqLlA DES(Gn drawi ngs ))

L £1!S1°?^CESPEC_?????£________l MOTOR CONTROL CENTER (MCC-1)

WATF BUILDING - ELECTRICAL ROOM clC-1 [VT C-E3 MCC-1

-V ETHERNET SWITCH

GETR-WU-01A MOTOR STARTER AND STATUSES

GE-WAA-02 MOTOR STARTER AND STATUSES GETR-WU-01A GETR-WU-01A EXTRACTION TRENCH GE-WAA-03 VFD STATUSES MOTOR STARTER AND SPEED I----------------------------1C-5 AND STATUSES FLOWXMTR <

C-6 GE-WAA-04 PSI XMTR MOTOR STARTER C-7 LEVELXMTR< -A/W/TtT'-

AND STATUSES I_________________I

GE-WAA-05 MOTOR STARTER GE-WAA-02 GE-WAA-03 AND STATUSES EXTRACTION WELL EXTRACTION WELL r FLOW XMTR << n C-11 C-14 I----------------------------1

' FLOW XMTR C-12 C-15 PSI XMTR << i/w- -a/v^W^- >> PSI XMTR C-13 C-16 LEVELXMTR<< VV-'TnT'- -a/V^W^-

  • LEVEL XMTR I_________________I I________________I GE-WAA-04 GE-WAA-05 EXTRACTION WELL EXTRACTION WELL r FLOW XMTR < ^ C-17 C-8 I---------------------------1

-Vw'inp -i/W-

  • FLOWXMTR C-18 C-9 PSI XMTR i ^^r-nnp PSI XMTR PRELIMINARY - NOT C-19 C-10 LEVEL XMTRi i^T- ' LEVEL XMTR FOR CONSTRUCTION

^BURNS VVM9DONNELL

9400 WARD PARKWAY KANSAS CITY, MO 64114 OKLAHOMA FIRM LICENSEE NO. 421816-333-9400

date detailed SEPTEMBER 2022 A. HIMES designed checked A. HIMES S. DEFRANCESCO

Cimarron Environmental Response Trust ELECTRICAL COMMUNICATION SYSTEM ARCHITECTURE-SHEET 1 project contract 142089 drawing rev.A BMCD-GWREMED-E204

sheet of sheets file E204.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E204.DWG 8/18/202211:50 AM EAPULCHER 10 12 13

BURIAL AREA 1 INJECTION SKID no. l date l by l ckd description

A 08/19/22 ACH SJD ISSUED FOR PRELIMINARY DESIGN TO URANIUM IX TREATMENT SKID 12-COUNT S (SEE VEOLIA DESIGN DRAWINGS)

FIBER TO ETHERNET BA1 INJECTION SKID SWITCH / MEDIA PLC CPP-4 CONVERTER C-E5 ETHERNET ETHERNET WATF FIBER C-F2 r C -h BUILDING : c.v -CH>

DWG E205 ETHERNET SWITCH £ C-E6

MOTOR CONTROL CENTER (MCC-2)

BA1 INJECTION SKID

C-E7 MCC-2

-A/V^nr ETHERNET SWITCH

MXR-002 MOTOR C-20 GETR-BA1-01A GETR-BA1-01A GETR-BA1-01B STARTER AND VFD STATUSES AND EXTRACTION TRENCH EXTRACTION TRENCH STATUSES SPEED I--------------------------------------1C-27 C-30 I--------------------------------------1 I FLOW XMTR

  • FLOW XMTR P-002 MOTOR C-21 GETR-BA1-01B I C-28 C-31 STARTER AND I PSI XMTR -A/^ORT^ PSI XMTR STATUSES

-a/wtr p-VFD STATUSES I C-29 C-32 AND SPEED I LEVEL XMTR << -VwTRr^- aMt -

  • LEVEL XMTR GETR-BA1-01A I______________________I L_ MOTOR STARTER C-22 GETR-BA1-02A GETR-BA1-02A GE-BA1-02 AND STATUSES VFD STATUSES EXTRACTION TRENCH EXTRACTION WELL AND SPEED I--------------------------------------1 GETR-BA1-01B I--------------------------------------1C-33 C-36 FLOW XMTR < -a/v-^rt ^
  • FLOW XMTR MOTOR STARTER C-34 C-37 AND STATUSES PSI XMTR -a/WTHT'- -A/v^nr^
  • PSI XMTR INJECTION TRENCH C-35 C-38 GETR-BA1-02A GWI-BA1-01A LEVEL XMTR * -A/v-ynp LEVEL XMTR MOTOR STARTER C-23 l----------------------------1 I_____________________ I I______________________I AND STATUSES

-A/Winp-I

  • PSI XMTR I GE-BA1-03 GE-BA1-04 I______________________I GE-BA1-02 INJECTION TRENCH EXTRACTION WELL EXTRACTION WELL I-------------------------------------1C-39 C-42 I-------------------------------------1 MOTOR STARTER GWI-BA1-02A FLOW XMTR < -Aywr^ FLOW XMTR AND STATUSES C-24 l----------------------------1 C-40 C-43

-A/Wr^-h-* PSI XMTR l PSI XMTR << A/WT-i/HW- >> PSI XMTR GE-BA1-03 I______________________I INJECTION TRENCH C-41 C-44 MOTOR STARTER GWI-BA1-03A LEVEL XMTR * -A/HTIP- -a/wt -

  • LEVEL XMTR AND STATUSES C-25 I----------------------------1 GE-BA1-04 PSI XMTR J MOTOR STARTER INJECTION TRENCH AND STATUSES PRELIMINARY - NOT C-26 I----------------------------1GWI-BA1-04A PSI XMTR I FOR CONSTRUCTION I______________________I I___

^BURNS

^WMSDONNELL

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 ELECTRICAL COMMUNICATION SYSTEM ARCHITECTURE -

SHEET 2 project contract 142089 drawing rev.

BMCD-GWREMED-E205 A sheet of sheets file E205.dwg Z:\\CUENTS\\ENS\\CERT\\129952_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E205.DWG 6/18/2022 1:49 PM 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

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 PROTECT.

PRELIMINARY - NOT F

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
9. TRACER WIRE AND TEST STATIONS SHALL BE INSTALLED IN TRENCHES WITHOUT ELECTRICAL POWER OR INSTRUMENTATION SEPTEMBER 2022 M. CARLIN 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 79 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

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-

J PLAN NOT TO SCALE

h i V.. '

[ j j. ft1-'

\\... i ::JBran PRELIMINARY - NOT FOR CONSTRUCTION

DETAIL_________________________

WESTERN AREA OUTFALL PLAN VgOPj/ *BURNS

^MSDONNELL

SECTION 9400 WARD PARKWAY NOT TO SCALE e KANSAS CITY, MO 64114 OKLAHOMA FIRM LICENSEE NO. 421816-333-9400

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 142089 -

SECTION SECTION OVER 15 FEET. TYPICAL CHANNEL SECTION drawing rev. A NOT TO SCALE e 1. TRANSITION TO TYPICAL CHANNEL NOT TO SCALE e BMCD-GWREMED-C106

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

BALL VALVE (REFER TO VEOLIA'S DESIGN DRAWINGS)

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

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

(TYP.)

EXTRACTION LINE HEAT 1. WHERE PRACTICAL CLEANOUTS BOLLARD NOTES: TRACE DETAIL_______________ f 2 CAN BE GROUPED TOGETHER IN NOT TO SCALE MACHINE CUT DOGHOUSE A SINGLE VAULT.

1. SUBCONTRACTOR SHALL PROVIDE HEAVY DUTY SHALL PROVIDE 2" CLEARANCE YELLOW HDPE PIPE GUARD COVER OVER ALL ON THE TOP AND SIDES. 2. DIRECTION OF CLEANOUT SHALL 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 PRACTICAL TO THE UTILITY TRENCH. LINE MARKERS SHALL BE PLACED AT EACH CROSSING OF A WRAP LOWER VAULT = DIRECTION OF CLEANOUT LOCATION OF BOLLARDS WITH ENGINEER PRIOR ROAD AND WHEREVER NECESSARY TO IDENTIFY THE LOCATION OF THE PIPE TO REDUCE THE SECTION WITH 12 OZ/SY TO CONSTRUCTION. GEOTEXTILE TO RETAIN DOUBLE WASHED -©=- -DIRECTION OF CLEANOUT POSSIBILITY OF DAMAGE OR INTERFERENCE. ROCK AND SOIL 2-INCH CLEAN STONE
2. THE FOLLOWING SHALL BE WRITTEN LEGIBLY ON A BACKGROUND OF SHARPLY CONTRASTING FROM DOGHOUSE VOID TYPICAL CLEANOUT ANDVALVE VAULT DETAIL f 3 1 BOLLARD DETAIL NOT TO SCALE COLOR ON EACH LINE MARKER: NOT TO SCALE C003VC004/::005 e 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

1. AIR RELEASE VALVES SHALL TRENCH DETAIL CENTER (MAX.)

BE INSTALLED AT THE HIGH SECTION VIEW AIR RELEASE VALVE POINT OF ALL PRESSURE 1/2" ANGLE HOSE VALVE WATER SYSTEM PIPING.

AIR RELEASE VALVE VAULT SHALL BE DESIGNED FOR H20 2" FIBERGLASS BATTS (5 TRAFFIC LOADING.

MH WALL & PIPE ONLY TWO PIPELINES SHOWN IN DETAIL, ACTUAL NUMBER OF PIPELINES MAY VARY.

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

48" I.D. PRECAST EXTRACTED GROUNDWATER.

1/2" COMPACTED 1. EXCAVATE A 2-3" DEEP X 9" WIDE TRENCH ALONG THE CONTOUR OF THE ^BURNS MANHOLE RISER AGGREGATE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR ^MSDONNELL REINFORCING EQUAL AIR RELEASE VALVE DETAIL TRENCH.

TO ASTM C-478 NOT TO SCALE 2. PLACE THE 9" WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL KANSAS CITY, MO 64114 9400 WARD PARKWAY 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

3. SECURE THE WATTLE WITH 24" WOODEN STAKES EVERY 4 AND WITH A STAKE date detailed ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE WATTLE LEAVING SEPTEMBER 2022 M. CARLIN 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

ODOTTYPE/I^ M Cimarron Environmental Response Trust MISCELLANEOUS DETAILS-SHEET 1 AGGREGATE BASE

COMPACTED SUBGRADE -1 ROADSIDE DRAINAGE WILL BE INSTALLED project contract IF ONE DOES NOT CURRENTLY EXIST 142089 -

12 OZNON-WOVEN drawing rev.A GEOTEXTILE BMCD-GWREMED-C107

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

MINIMUM FALL OF 1/4" PER FOOT. 0 SCHEMATIC SEPTIC SYSTEM PROFILE NOT TO SCALE 0 REQUIREMENTS LISTED IN OKLAHOMA DEQ TITLE 252 CHAPTER 641.

A

\\I_______ _u

FILTER PACK PER MEDIA MEDIA

TYPICAL EXTRACTION TRENCH LATERAL DETAIL PIPE DETAIL _______ NOT TO SCALE 0 NOT TO SCALE

995

PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VvMCDONNELL

KANSAS CITY, MO 64114 9400 WARD PARKWAY 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.A BMCD-GWREMED-C108

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 08/19/22MRC JRH ISSUED FOR PRELIMINARY DESIGN

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:

WHERE THERE IS A BERM AT THE 1 = TOP OF THE SLOPE, BRING 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 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. FOR CONSTRUCTION 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. ^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 816-333-9400 INSPECT CONTROLS AFTER EACH RAIN EVENT OF 1/2 INCH OR GREATER, AND EVERY 7 DAYS UNTIL VEGETATION IS ESTABLISHED, OKLAHOMA FIRM LICENSEE NO. 421 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 date detailed OR MATS BECOME DISLOCATED OR DAMAGED, REPAIR OR REPLACE, RESEED AND RESECURE IMMEDIATELY. SEPTEMBER 2022 M. CARLIN

1. EROSION CONTROL BLANKET (ECB) AND INSTALLATION STAPLES, WHERE SPECIFIED ON THE PLANS, SHALL BE NORTH designed checked 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 -

drawing rev.A

BMCD-GWREMED-C109

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 POINTS MONITORING Point# Northing Easting Point# Northing Easting INJECTION WELLS PRELIMINARY DESIGN WELL NORTHING EASTING ELEVATION(AMSL)

CP-1 T-64 321342 2091691 941.19 1 321028 2092690 19 320920 2092661 NAME NORTHING EASTING

CP-2 T-65 321569 2091814 938.77 2 320888 2092700 20 320938 2092648 GWI-WU-01 320692 2092492

CP-3 T-63 321623 2091977 938.01 3 320896 2092815 21 320929 2092659 GWI-BA1-02 322713 2095434

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 GE-WAA-03 321503 2091815 10 320791 2092803 28 321094 2092782 1 320008 2091894 37 321670 2093228 GE-WAA-04 322114 2091708 11 320787 2092791 29 321137 2092803 2 320395 2092391 38 321711 2093320 GE-WAA-05 321951 2091715 12 320776 2092639 30 320972 2092688 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 GE-BA1-06 323365 2095440 7 321230 2092563 43 321934 2093917 17 320865 2092634 8 321328 2092556 44 321994 2094066 18 321041 2092621 9 321397 2092550 45 322177 2094129 10 321630 2092593 46 322791 2094731 POINT TABLE FOR WATF SUMPS SEE SHEET C006 11 321684 2092599 47 322570 2094177 NAME NORTHING EASTING

12 321824 2092582 48 322838 2094945 GETR-WU-01 321274 2091756 Point Table Point Table 13 321883 2092571 49 322915 2095396 GETR-BA1-02 322839 2095445 Point# Northing Easting Point# Northing Easting 14 321901 2092602 50 322523 2095489 1 322249 2095362 13 322334 2095420

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 8 322361 2095472 20 322423 2095395 58 322879 2095428 PRELIMINARY - NOT 22 321653 2092136 9 322339 2095440 21 322432 2095400 23 321626 2092083 59 322952 2095364 FOR CONSTRUCTION 10 322393 2095416 22 322408 2095441 24 321476 2091839 60 322970 2095349 11 322404 2095396 23 322399 2095435 25 321800 2091787 61 323051 2095314 ^BURNS 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 28 322349 2092559 64 323281 2095376 OKLAHOMA FIRM LICENSEE NO. 421 date detailed 29 322561 2092881 65 323341 2095392 SEPTEMBER 2022 M. CARLIN

30 323381 2092183 66 323379 2095423 designed checked 31 323740 2092141 67 323461 2095491 B. WEIS J. HESEMANN

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 -

drawing rev. A BIVICD-GWREMED-C110

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:

WATF SECTION SCALE IN FEET SCALE IN FEET

SCALES HORIZONTAL: VERTICAL:

PRELIMINARY - NOT FOR CONSTRUCTION

VVMEDONNELL^BURNS

KANSAS CITY, MO 64114 9400 WARD PARKWAY 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 BMCD-GWREMED-C200 A HORIZONTAL: VERTICAL:

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

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