ML22285A210

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Burns & Mcdonnell, Cimarron Environmental Response Trust - Drawings
ML22285A210
Person / Time
Site: 07000925
Issue date: 09/30/2022
From:
Burns & McDonnell
To:
Office of Nuclear Material Safety and Safeguards
Shared Package
ML22286A041 List:
References
Download: ML22285A210 (18)
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Text

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        • 3' MIN.

REPLACE [=:::... soIL, TYP. 1--* SILICA GRAVEL:--- TYP. 930 925 I 920 3 4" PERFORATED Cl08 _ PIPE WITH FABRIC. FILTER,TYP_ - *-- **-----i-*- 915 - !---*-* ----~ 0+00 1+00 GETR-WU-01 3 4 5 I PPROX. ~.,. * ** 1 ! 950 ISTING g:l<;L... ~---1***--***

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~ -~ -- 1---f---<Ultn--, *------ - 945 940 930 i'cecs'l--+---==t----A,PPROX. STATIC 925 920 GROUNDWATER ELEVATION . *,----+-----+------! I 915 2+00 ED TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 321269 2091642 BEGIN TRENCH 321274 2091756 GETR-WU-01A 321341 2091843 END TRENCH Z:\\CUENTS\\ENS\\CERT\\129852_CERT-DECOM202f\\DES!GN'.CADO\\DV\\JGS\\CIVlL\\C101 EXT TRN DET 1 DWG 8!17!2022 4*30;35 PM EAPULCHER 7 9 10 960 960 --- ~---l-,l<\\-"'--+--=- ----l-- - c]j <l: -*****

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950 --+-----<- -***-*--l--l---+------1 950 940 935 APPROX. STATIC GROUNDWATER ELEVATION 930 925 920 915 910 ---j----{-jf-----+---1---+---- f---- 925 SILICA GRAVEL, TYP. 4" PERFORATED ~O - PIPE WITH FABRIC - C 3 FILTER, TYP. 108 I I*--* 915 --.APPROX. -*-* -*--*-BOTTOM OF ................... *-*... TRENCH, TYP *-**********

  • TRENCH
  • EXTRACTION SUMP 0+00 1+00 GETR-BA1-02 ED TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 322841 2095396 BEGIN TRENCH 322839 2095445 GETR-BA 1-02A 322804 2095494 END TRENCH 910 11 12 13 no.I date I by I ckd I description A

8/16/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH ALIGNMENT AT THE PROPOSED CONSTRUCTION LOCATION. SUBSURFACE INFORMATION SHOWN SHOULD BE CONSIDERED APPROXIMATE.

2.

4" PERFORATED HDPE PIPE SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO SUMPS.

3.

REFER TO SHEET M101 FOR EXACTION WELL CONSTRUCTION DETAILS.

4.

WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED BY CONTRACTOR.

5.

STATIC GROUNDWATER ELEVATION ESTIMATES ARE PROJECTED FROM MONITOR WELLS IN CLOSEST PROXIMITY, AND VARY BASED ON WET/DRY PERIODS.

6.

EXISTING GRADE SURVEYED 09/06/16.

7.

SUMP LOCATIONS SHOWN ARE APPROXIMATE, FIELD VERIFY LOW POINT IN EXCAVATIONS FOR ACTUAL SUMP LOCATIONS. ~ 0 50' PLAN VIEW -- 100' I SCALE IN FEET SECTION VIEW O 5, 10, VERTICAL i,....~-~-...z~~~~I SCALE IN FEET HORIZONTAL 0 50' SCALE IN FEET 100' I PRELIMINARY - NOT FOR CONSTRUCTION date ~BURNS ~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed SEPTEMBER 2022 designed M. CARLIN checked B. WEIS J. HESEMANN Cimarron Environmental Response Trust EXTRACTION TRENCH DETAILS project 142089 I contract drawing BMCD-GWREMED-C101 - rev. A sheet of sheets file C101 EXT TRN DET 1.DWG A B C D F G H

i I I I I I I I I I I I I I I I I I I I I I I I I L 2 3 0 F II II 4 7 I I I I I I I ~ I I I rrll I //~ I f'S'S / / ) r',~"' '-J, - ::...-=- )" ~ </v -r ~ ~~~"/ ':::/~~" EXTRACTION

ONTRACTOR TO FIEJ WELL/SUMP CUT PENETRATION AND SEA~

VAULT WITH FLEXIBLE CAULK SEAi 0 --- - \\ 7~ - ~ I I J Z:\\CLIENTS\\ENS\\CER1i129852 _ CERT-DECOM2021\\DESIGN\\CADD\\DWGSIMECHANICALIM101.DWG 8/22/2022 1 :03:28 PM EAPULCHER 5 6 7 8 9 10 11 / 8' OPEN-BOTTOM HDPE OR STEEL 2" SCH. 80 PVC VAULT WITH STEEL LID UNION(TYP.) r=r====!==~~==~===_j BOLLARD@ (TYP.4) (SEE NOTE 1) EXISTING GROUND 2" SCH. 80 PVC TRUE-UNION BALL VALVE INSTRUMENTATION,!UNCTION BOX \\SEE NOTE 7) r-IN-LINE PRESSURE POWER JUNCTION BOX DOUBLE WASHED 57/67 CLEAN STONE 6" MIN. DEPTH / TRANSMITTER (SEE NOTE 7) I (BY OTHERS) I SECTION 2" SCH. 80 PVC CHECK VALVE FLOW METER TEST/ CALIBRATION PORT TYPICAL EXTRACTION WELL/SUMP -- AND VALVE/METERING VAULT......,.. NOTTO SCALE \\ \\ '-- POWER JUNCTION \\ BOX (SEE NOTE 7i \\ L INSTRUMENTATION 2" SCH. 80 TRUE-UNION BALL VALVE (SEE NOTE 2) JUNCTION BOX \\SEE NOTE 7) IN-LINE PRESSURE / TRANSMITTER iBY OTHERS) I 2" SCH. 80 PVC GLOBE VALVE (SEE NOTE 2) I MAGNETIC _/ 2" THREADED FLOW METER CHECK VALVE (SEE NOTE 5 PROVIDED BY OTHERS) PLAN ~ TYPICAL EXTRACTION WELL/SUMPgggj AND VALVE/METERING VAULT COOS NOTTO SCALE PRESSURE GAUGE (TYP. 2) 2" SCH. 80 PVC TRUE-UNION BALL VALVE ADJUSTABLE PAINTED STEEL PIPE SUPPORT WITH PIPE SADDLE (TYP.) J_ POWER CABLE CONDUIT (SEE NOTE 7)

INSTRUMENTATION

=- CABLE CONDUIT (SEE NOTE 7) ~BOLLARD~ (TYP.4) ~ (SEE NOTE 1) FLOW METER TEST/ CALIBRATION PORT AND PRESSURE TEST PORT/ ;~:Jl:N:DPE ~ ~/'3 ennY _J PVC TO HDPE TRANSITION COUPLING 2" SCH. 80 PVC 8' OPEN-BOTTOM HDPE OR STEEL VAULT WITH LID 0 12 13 no.I date I by I ckd I description A 8/22/22 EP RH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

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

2.

SUBCONTRACTOR SHALL ORIENT VALVE OPERATORS TO PREVENT INTERFERENCES WITH ADJACENT VAULT, PIPE, VALVES, AND FITTINGS.

3.

EXTRACTION WELL AND TRENCH SUMP SCREEN AND CASING LENGTHS AND MATERIALS VARY. REFER TO DRAWINGS M102 AND M201 FOR EXTRACTION WELL AND TRENCH SUMP CONSTRUCTION DETAILS. REFER TO DRAWING C101 FOR TYPICAL EXTRACTION TRENCH PROFILES.

4.

REFER TO PROCESS DRAWINGS FOR ADDITIONAL PIPE FITTINGS AND LAYOUT DETAILS.

5.

INSTALL FLOW METER WITH A MINIMUM OF 5 STRAIGHT PIPE DIAMETERS UPSTREAM AND 2 STRAIGHT PIPE DIAMETERS DOWNSTREAM FROM THE ELECTRODE PLANE.

6.

REFER TO SPECIFICATIONS FOR ADDITIONAL PIPE FITTINGS AND LAYOUT DETAILS.

7.

REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 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 E. PULCHER designed checked E. DULLE R. HORMELL Cimmarron Environmental Response Trust EXTRACTION WELL/SUMP AND VAULT DETAILS project 142089 I contract drawing BMCD-GWREMED-M101 sheet of file M101.DWG rev. A sheets A 8 C D F G H

2 3 4 6 ~ BOLLARD (TYP. 2) ~ (SEE NOTE 1) 30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER EXISTING GROUND TRANSDUCER CABLE 6" INJECTION WELL SCREEN AND CASING (SEE NOTE 2) SECTION 7 8 9 INSTRUMENTATION JUNCTION BOX (SEE NOTE 3) COMPACTED BACKFILL 36" 2" SCH. 80 PVC TRENCH BACKFILL GRAVEL (SEE NOTE 4) 1 1/4" SDR-11 HOPE INJECTION DROP PIPE 6" DIA. END CAP A 10 TYPICAL INJECTION TRENCH WELL C005 NOTTO SCALE BOLLARD (TYP. 4) (SEE NOTE 1) EXISTING GROUND COMPACTED BACKFILL PROVIDE PUMP SUPPORT CABLE PUMP POWER CABLE TRANSDUCER CABLE 11/4" SDR-11 HOPE DROP PIPE TO PUMP OUTLET LEVEL TRANSDUCER (BY OTHERS) SAND FILTER PACK 4" SUBMERSIBLE PUMP W/ 3-PHASE 480V ELECTRIC MOTOR (BY OTHERS) SECTION TYPICAL EXTRACTION WELL NOTTO SCALE 30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX (SEE NOTE3) POWER JUNCTION BOX (SEE NOTE 3) 36" 24" (MIN.) B C005 12"(MIN.) 6" EXTRACTION WELL SCREEN AND CASING (SEE NOTE 3) Z:\\CLIENTSIENSICER1\\129852_CERT-DECOM2021\\DESIGN\\CAODIDWGSIMECHANICALIM102.DWG 9/1/2022 7:59:52 AM EAPULCHER EXISTING GROUND COMPACTED BACKFILL PROVIDE PUMP SUPPORT CABLE PUMP POWER CABLE TRANSDUCER CABLE LEVEL TR/\\NSDUC ER ------.__ (BY OTHERS\\ 4"SDR-11 HDPE0.06" --- SLOTTED PIPE (SEE NOTE 5) SECTION TYPICAL EXTRACTION SUMP NOTTO SCALE 11 12 30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER 13 INSTRUMENTATION JUNCTION BOX (SEE NOTE 3) POWER JUNCTION BOX (SEE NOTE 3) 36" 2" SCH. 80 PVC PITLESS ADAPTER 4" SUBMERSIBLE PUMP W/ 3-f'HASE 480V ELECTRIC MOTOR (BY OTHERS) TRENCH BACKFILL GRAVEL (SEE NOTE 4) C C005 no.I date I by I ckd I description A 8/22/22 EP RH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

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

2.

INJECTION WELL SCREEN AND CASING LENGTHS VARY. REFER TO DRAWING M202 FOR INJECTION WELL CONSTRUCTION DETAILS. REFER TO DRAWINGS C102 THROUGH C104 FOR TYPICAL INJECTION TRENCH PROFILES.

3.

REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

4.

REFER TO DRAWING C101 THROUGH C104 FOR TRENCH CONSTRUCTION DETAILS.

5.

A CAPPED 1-INCH GALVANIZED STEEL PIPE (NOT DEPICTED) SHALL EXTEND FROM APPROXIMATELY 5 FT BELOW GRADE TO 5-FT ABOVE GRADE AT EACH WELL. A METAL TAG DISPLAYING THE WELL IDENTIFICATION WILL BE FASTENED TO THE STEEL PIPE. PRELIMINARY - NOT FOR CONSTRUCTION ~BURNS ~M!:DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 E. PULCHER designed checked E. DULLE R. HORMELL Cimarron Environmental Response Trust INJECTION AND EXTRACTION WELL DETAILS project 142089 I contracl drawing BMCD-GWREMED-M102 - sheet of file M102.DWG rev. A sheets A B C D F G H

1 2 3 4 5 6 7 I 8 9 10 11 12 13 no.I date I by I ckd I description A p0122122I AA I ED I:ssuED FOR PRELIMINARY DESIGN NOTES: WA Extraction Trench Construction Details BA 1 Extraction Trench Construction Details

1.

WELLS WITH MULTIPLE SCREENED Total Depth Sump Drop Pipe Trench Drain Total Depth Sump Drop Pipe Trench Drain Trench Drain INTERVAL ELEVATIONS ARE Extraction Trench of Sump (ft Diameter Diameter Sump Trench Drain Pipe Trench Drain Pipe Pipe Screen Extraction Trench of Sump (ft Diameter Diameter Sump Trench Drain Pipe Pipe Diameter Pipe Screen Filter Pack SEPARATED BY A ZERO SLOT Sump ID bgs) (inches) (inches) Material Material Diameter (inches) Slot Size (in) Filter Pack Sump ID bgs) (inches) (inches) Material Material (inches) Slot Size (in) (see note 3) SCREEN. A GETR-WU-01A 17 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gravel Backfill GETR-BA 1-01A 24 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra1.el Backfill

2.

ACTUAL EXTRACTION TRENCH GETR-BA1-01B 19 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra1.el Backfill SCREEN LENGTHS AND DRAIN PIPE LENGTHS WILL BE DETERMINED AT GETR-BA 1-02A 25 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra1.el Backfill TIME OF CONSTRUCTION. REFER TO DRAWING C101 THROUGH C104 FOR TRENCH CONSTRUCTION DETAILS.

3.

EXTRACTION TRENCH SUMPS GETR-BA1-01AAND B WERE INSTALLED DURING THE 2017 PILOT 8 STUDY. WA Extraction Well Construction Details BA1 Extraction Well Construction Details Screened Interval Screened Interval Total Depth of Diameter Drop Pipe Diameter Elevations (ft amsl) Screen Slot Total Depth of Diameter Drop Pipe Elevations (ft amsl) Screen Slot Extraction Well ID Well (ft bgs) (inches) (inches) Well Material (see note 1) Size (in) Filter Pack Extraction Well ID Well (ft bgs) (inches) Diameter (inches) Well Material (see note 1) Size (in) Filter Pack GE-WAA-02 30 6 1.25 PVC 910-911.5; 915.5-929.5 0.020 Cemex20x40 GE-BA1-02 20 6 1.25 PVC 916.5-927 0.025 Cemex16x30 C

=

GE-WAA-03 25 6 1.25 PVC 919-929.25 0.020 Cemex20x40 GE-BA1-03 23 6 1.25 PVC 919-924 0.020 Cemex20x40 ~ GE-WAA-04 30 6 1.25 PVC 913.5-927 0.020 Cemex20x40 GE-BA1-04 27 6 1.25 PVC 910-923 0.020 Cemex20x40 GE-WAA-05 30 6 1.25 PVC 910-913; 917.5-927 0.025 Cemex 16x30 ~ ~ D ~ -= PRELIMINARY - NOT F FOR CONSTRUCTION ~URNS '1 MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. ANSTAETT designed checked E. DULLE E. DULLE H Cimarron Environmental Response Trust CONSTRUCTION DETAILS INDEX I EXTRACTION WELLS/SUMPS project I contract 142089 drawing rev. BMCD-GWREMED-M201 - A sheet of sheets file M201.DWG Z:\\CLIENTS\\ENS\\CERn129852 _ CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\MECHAN/CAL\\M201.DWG 9/1/2022 8.00.05 AM EAPULCHER

1 2 3 4 5 6 7 I 8 9 10 11 12 13 no.I date I by I ckd I description A p8122122i AA I ED I1ssuED FOR PRELIMINARY DESIGN NOTES:

1.

REFER TO DRAWING P203 FOR ESTIMATED FLOW RATES. WA Extraction Pump Selections BA 1 Extraction Pumo Selections

2.

EACH PUMP SHALL BE EQUIPPED Extraction Motor Size Pump Inlet Set Extraction Motor Size Pump Inlet Set WITH A SHROUD. A Well/Sump ID Pump Selection (HP) Depth (ft amsl) Well/Sump ID Pumo Selection (HP) Depth (ft amsl) GE1R-WU-01A Grundfos 16S07-8 0.75 928.0 GE-BA1-02 Grundfos 25S07-5 0.75 925.0 GE-WAA-02 Grundfos 25S10-7 1.0 922.5 GE-BA1-03 Grundfos 25S07-5 0.75 920.5 GE-WAA-03 Grundfos 25S15-9 1.5 926.0 GE-BA1-04 Grundfos 25S07-5 0.75 915.5 GE-WAA-04 Grundfos 25S15-9 1.5 915.0 GE1R-BA1-01A Grundfos 16S05-5 0.50 919.5 GE-WAA-05 Grundfos 25S15-9 1.5 918.5 GE1R-BA1-01B Grundfos 16S05-5 0.50 919.5 B GElR-BA 1-02A Grundfos 16S05-5 0.50 914.5 C ] D --E-

== PRELIMINARY - NOT F FOR CONSTRUCTION -= ~ ~ ~URNS j '1 MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 G 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A.ANSTAETT designed checked E. DULLE E. DULLE H Cimarron Environmental Response Trust PUMP SELECTION INDEX I EXTRACTION WELLS/SUMPS project I contract 142089 drawing rev. BMCD-GWREMED-M203 - A sheet of sheets file M203.DWG Z:ICLIENTSIENS\\CERn129852_CERT-DECOM2021\\DESIGNICADDIDWGS\\MECHANICALIM203.DWG 911/2022 8:00:20 AM EAPULCHER

2 4 WATF EXTRACTION SYSTEM INSTRUMENTATION EXTRACTION WELL/SUMP ID GE-WAA-02 GE-WAA-03 GE-WAA-04 GE-WAA-05 GETR-WU-01A EXTRACTION WELL/ SUMP CASING c ------ SUBMERSIBLE PUMP (P-1001) I (BY OTHERS) - I I I I I I PUMP ID VFDID P-1001 P-1002 P-1003 P-1004 P-1005 VFD-1005 EXTRACTION WELL/SUMP VAULT 2"- IGW - PVC PITLESS ADAPTER (SEE NOTE 1) IGW-HOPE (SEE NOTE 1) -- - ------7 VXA1 --~ NOTES 5,6,7,B I I I I I I I L---~--------------~ FROM EXTRACTION l'llli.S GROUNDWATER EXTRACTION TRENCH SUMP/WELL WITHOUT VFD (TYP. OF 4) PRESSURE FLOW METER/ TRANSMITTER ID TRANSMITTER ID PT-1001 FT-1001 PT-1002 FT-1002 PT-1003 FT-1003 PT-1004 FT-1004 PT-1005 FT-1005 PRESSURE TEST/ CALI BRATION PORT Z:\\CLIENTS\\ENS\\CERl\\129852_ CERT-DECOM2021 \\DESIGN\\CADD\\DWGS\\PROCESS\\P101.DWG 9/112022 7:58:17 AM EAPULCHER 6 7 8 9 LEVEL TRANSDUCER ID LT-1001 LT-1002 LT-1003 LT-1004 L T-1005 CLEANOUT 10 SEE NOTE 4 t AGt-UG HDPEt-SS IGW -HDPE (SEE NOTE 2) GROUNDWATER EXTRACTION TRUNK LINE (TYP.) 11 ) ~OPE HOPE*( ) ~OPE l----ll-'---~---- --~1011----=-"----+---~------I' ~2"-IGW-PVC 2" - IGW - HOPE BRANCH VALVE/ CLEANOUT VAULT (TYP., SEE C108) 2" - IGW - HOPE 12 MOV-101 (FCl EXTRACTION WELL/SUMP BRANCH LINE CONNECTION (TYP.) 13 TO TK-101 INflUENT TANK NOTE 3 no.I date I by I ckd I description A 8/19/22 AA ED ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

REFER TO DRAWING M201 AND M203 FOR PUMP AND PIPING SPECIFICATIONS.

2.

PIPE DIAMETERS VARY. REFER TO DRAWINGS C003 AND C004 FOR SPECIFIC PIPE DIAMETER INFORMATION.

3.

REFER TO VFS-EPM-000-DWG-P-110 AND P-115, LOCATED IN APPENDICES J2 AND J3. RESPECTIVELY.

4.

REFER TO VFS-EPM-000-DWG-P-115, LOCATED IN APPENDIX J3.

5.

LOW WELL WATER LEVEL; SHUT DOWN SUBMERSIBLE PUMP.

6.

LOW/HIGH PRESSURE; SHUT DOWN SUBMERSIBLE PUMP.

7.

LOW/HIGH WATER FLOW RATE; SHUT DOWN SUBMERSIBLE PUMP.

8.

CEASE GROUNDWATER EXTRACTION MODE SIGNAL FROM TREATMENT BUILDING; SHUT DOWN SUBMERSIBLE PUMP.

9.

THE FOLLOWING WILL BE PROVIDED BY OTHERS: SUBMERSIBLE PUMPS, VARIBLE FREQUENCY DRIVES, LEVEL TRANSDUCERS.PRESSURE TRANSMITTERS, AND FLOW METERSfTRANSMITTERS.

10. P-1005 IS EQUIPPED WITH A VARIABLE FREQUENCY DRIVE.

PRELIMINARY - NOT FOR CONSTRUCTION ~BURNS ~M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. ANSTAETT designed checked E. DULLE E. DULLE Cimmaron Environmental Response Trust WESTERN AREA GROUNDWATER EXTRACTION SYSTEM P&ID project 142089 I contract drawing rev. BMCD-GWREMED-P101 - A sheet of sheets file P101.DWG A B C D F G H

2 3 4 5 BA1 EXTRACTION SYSTEM INSTRUMENTATION EXTRACTION WELL/SUMP ID GE-BA1-02 GE-BA1-03 GE-BA1-04 GETR-BA1-01A GETR-BA1-01 B GETR-BA 1-02A PUMP ID VFD ID P-2001 P-2002 P-2003 P-2004 P-2005 P-2006 VFD-2004 VFD-2005 VFD-2006 /2"-IGW-PVC PITLESS ADAPTER (SEE NOTE 1) IGW-HDPE (SEE NOTE 1) EXTRACTION WELL/SUMP CASING I - - - - - - - ----- SUBMERSIBLE PUMP IP-2001) - 7 I LEVEL TRJ\\NSDUCER --L (BY OTHERS) I I (BY OTHERS) I II=={2~ ~1;m 0---~ I -~--- YI NOTES 5,6,7,8 I I mm I I ON/OFF I L _______ _ __________ J 1 GROUNDWATER EXTRACTION TRENCH SUMP/WELL WITHOUTVFD (TYP. OF 3) _,,,- SUBMERSIBLE PUMP (P-2006) / (BY OTHERS) I I LEVEL TRANSDUCER (BY OTHERS) ~ -i-----------7 I --~ I I I l.A-L LAL ( LT 2004 2004 - ~ v I I NOTES 5,6,7,8 I

    • l VFD-2009
  • -, NOTE 10 I

I I I I I L-------t-;;;;;;.;--;,,;;,;-1 I I I L __ - L __ - _ J FROM EXTRACTION WELLS GROUNDWATER EXTRACTION TRENCH SUMP/WELL WITH VFD (TYP. OF 3) PRESSURE TRANSMITTER ID PT-2001 PT-2002 PT-2003 PT-2004 PT-2005 PT-2006 PRESSURE TEST/ CALIBRATION PORT Z:\\CLIENTS\\ENS\\CER1\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\PROCESS\\P102.DWG 9/1/2022 7:58:23 AM EAPULCHER 6 FLOW METER/ TRANSMITTER ID FT-2001 FT-2002 FT-2003 FT-2004 FT-2005 FT-2006 VALVE/METER VAULT (TYP.) 7 LEVEL TRANSDUCER ID LT-2001 LT-2002 LT-2003 LT-2004 LT-2005 LT-2006 PRESSURE TEST PORT FLOW METER TEST/ CALIBRATION PORT 8 2" - IGW - HDPE 9 10 11 EXTRACTION WELL/SUMP BRANCH LINE CONNECTION (TYP.) CLEANOUT IGW-PVC (SEE NOTE 2) TRUNK LINE VALVE/ CLEANOUT VAULT (TYP., SEE C108) GROUNDWATER EXTRACTION TRUNK LINE SEE NOTE 41 AGt-UG sst-HDPE IGW-HDPE (SEE NOTE 2) 12 MOV-201 (FCJ 13 TO n<-201 !NfLU£NT TANK NOTE3 GROUNDWATER EXTRACTION TRUNK LINE no.I date I by I ckd I description A 8119122 AA ED ~iiL~~l~~~y DESIGN NOTES:

1.

REFER TO DRAWING M201 AND M203 FOR PUMP AND PIPING SPECIFICATIONS.

2.

PIPE DIAMETERS VARY. REFER TO DRAWING C005 FOR SPECIFIC PIPE DIAMETER INFORMATION.

3.

REFER TO VFS-EPM-000-DWG-P-210 AND P-215, LOCATED IN APPENDIX J5.

4.

REFER TO VFS-EPM-000-DWG-P-215, LOCATED IN APPENDIX J5.

5.

LOW WELL WATER LEVEL; SHUT DOWN SUBMERSIBLE PUMP.

6.

LOW/HIGH PRESSURE; SHUT DOWN SUBMERSIBLE PUMP.

7.

LOW/HIGH WATER FLOW RATE; SHUT DOWN SUBMERSIBLE PUMP.

8.

CEASE GROUNDWATER EXTRACTION MODE SIGNAL FROM TREATMENT BUILDING; SHUT DOWN SUBMERSIBLE A B PUMP. C

9.

THE FOLLOWING WILL BE PROVIDED BY OTHERS: SUBMERSIBLE PUMPS, LEVEL TRANSDUCERS.PRESSURE TRANSMITTERS, AND FLOW METERSfTRANSMITTERS.

10. P-2006, P-2007 AND P-2008 ARE EQUIPPED WITH VARIABLE FREQUENCY DRIVES.

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. ANSTAETT designed checked E. DULLE E. DULLE Cimmaron Environmental Response Trust BURIAL AREA 1 GROUNDWATER EXTRACTION SYSTEM P&ID project 142089 I contract drawing BMCD-GWREMED-P102 sheet of file P102.DWG rev. A sheets D F G H

1 2 3 4 5 6 7 I 8 9 10 11 12 13 no. I date I by I ckd I description A pa,19122I AA I ED ISSUED FOR PRELIMINARY DESIGN WA Extraction Well/Trench Flow Rate Summary BA1 Extraction Well/Trench Flow Rate Summary WA Injection Well/Trench Flow Rate Summary BA1 Injection Well Flow Rate Summary Extraction Minimum Maximum Nominal Minimum Maximum Nominal Injection Minimum Maximum Nominal Injection Minimum Maximum Nominal Well/Trench Flow Rate Flow Rate Flow Rate Extraction Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate A ID (gpm) (gpm) (gpm) Well/Trench ID (gpm) (gpm) (gpm) ID (gpm) (gpm) (gpm) ID (gpm) (gpm) (gpm) GETR-WU-01 3 15 8 GE-BA1-02 10 32 31 GWI-WU-01 3 28 8 GWI-BA1-01 5 32 10 GE-WAA-02 15 30 30 GE-BA1-03 10 32 24 GWI-BA1-02 2 12 4 GE-WAA-03 15 30 24 GE-BA1-04 10 32 31 GWI-BA1-03 2 12 4 GE-WAA-04 15 30 20 GETR-BA 1-01 5 13 7 GWI-BA1-04 5 12 10 B GE-WAA-05 15 30 25 GETR-BA1-02 5 13 7 C j D ~ '-~ 1 ~ 

--E-1 1l ~

PRELIMINARY - NOT 1: i F ~ FOR CONSTRUCTION ~ URNS ~ M£DONNELL ~ 9400 WARD PARKWAY KANSAS CITY, MO 64114 G 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. ANSTAETT designed checked E. DULLE E. DULLE H Cimmaron Environmental Response Trust GROUNDWATER EXTRACTION AND INJECTlm I FLOW RATE

SUMMARY

project I contract 142089 drawing rev. BMCD-GWREMED-P205 - A sheet of sheets I file P205.DWG Z:ICLIENTSIENS\\CERT\\1 29852_CERT-DECOM2021\\DESIGNICADDIDWGSIPROCESSIP205.DWG 9/1/2022 7:59:08 AM EAPULCHER I

2 3 4 I I 990 §E APPROX. 990 ---~ ~ - EXISTING 985 980 975 970 965 960 --- ~ ;;',__ _ GRADE,TY 0* 985 980 - ---- 12 oz. ---NON-WOVEN -GEOTEXTILE 975

SILICA GRAVEL

TYP.

970 APPROX. BOTTOM - -=i.--- ..- --- _-'C_+--+----DF TRENCH 1 TYP. - -s-----+-- ------ 965 - t------*-**-- --******'""APPROX.BOTTOM APPROX. STATIC --t---------nF SANDSTONE A --+---- GROUNDWATER 0+00 ,----------t---- ELEVATION 1+00 2+00 GWI-WU-01 ED TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 320800 2092461 BEGIN TRENCH 320693 2092492 GWI-WU-01 320585 2092523 END TRENCH 960 3+00 Z:\\CUENTS\\ENS\\CE.Rn129352_CERT-DECOM2021 '.DESIGNlCAOD\\DVVGS\\C!VlL\\C102 INJ TRN DET *J.DWG 8/2$/2022 9 DD:40 AM EAPULCHEP 7 I I 8 APPROX. EXISTING 9 965 960 955 950 GRADE, TYP. --===t=Cj, 945 APPROXIMATE GROUNDWATER SURFACE AT DESIGN INJECTION RATE 935 APPROXIMATE STATIC GROUNDWATER ELEVATION 915 910 0+00 GWI-BA1-02 10 11 1+00 2+00 ED TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 322767 2095435 BEGIN TRENCH 322713 2095435 GWI-BA1-02A 322660 2095435 END TRENCH 12 13 965 960 955 945 940 935 930 925 920 915 no.I date I by I ckd I description A 8/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH ALIGNMENT AT THE PROPOSED CONSTRUCTION LOCATION. SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED APPROXIMATE.

2.

REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAILS.

3.

WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED BY ENGINEER.

4.

STATIC GROUNDWATER ELEVATION ESTIMATES ARE PROJECTED FROM MONITOR WELLS IN CLOSE PROXIMITY, AND VARY BASED ON WET/DRY PERIODS.

5.

THE CALCULATED GROUNDWATER SURFACE AT DESIGN INJECTION RATE DOES NOT CONSIDER GEOMEMBRANE INSTALLATION ON THE ENDS AND SOUTHERN SIDE OF INJECTION TRENCHES. 6_ EXISTING GRADE SURVEYED 09/06/16. ~ 0 50' PLAN VIEW ~ 100' I SCALE IN FEET SECTION VIEW O 5, 10* VERTICAL ~""""'i,s.,cA*L*E l~N~FE~ET"""""""""'I HORIZONTAL 0 50' 100' I SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION date ~BURNS ~MS:DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed SEPTEMBER 2022 M. CARLIN checked designed B. WEIS J. HESEMANN Cimarron Environmental Response Trust INJECTION TRENCH DETAILS - SHEET 1 project 142089 I contract drawing rev. BMCD-GWREMED-C102 - A sheet of sheets file C102 INJ TRN DET 1.DWG A B C D F G H

2 3 4 5 6 \\ / GET c:::, ~ GWI-B BEGIN ~

TRENCH

~~ STA0+QQ__ ~ ~ ?4 ~-i_--; END ENGH \\,.,_ ~~ '---. ~ ,--fff~ss ~I~~~ ~ ~ GWI-BA1-01 ~ / "'\\ 1/ ~ Ir?\\ ~ 15'o -,~ ~ ss, "-- '------- .A 960 ----------,--------,-- _J 955 ---:c -- - ¥i-gl--~-----ll----------r--

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z ~ -**--w - 950 '.!-'2-- --;;;a-;+/-l-:,----~ r-------i-- APPROXIMATE EXISTING GRADE APPROXIMATE GROUNDWATER SURFACE AT DESIGN INJECTION RATE APPROXIMATE STATIC GROUNDWATER ELEVATION 925 915 910 ---J,:,=..,=*Pf-'r 0+00 1+00 2+00 GWI-BA1-03 ED TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 322844 2095352 BEGIN TRENCH 322811 2095391 GWI-BA1-03A 322779 2095430 END TRENCH 960 955 950 940 935 930 925 915 910 Z:\\CLIENTSIENS\\CERTl129852_CERT-DECOM20211DESIGN\\CADO\\DWGS\\CIVll\\C103 INJ TRN DET2.DWG 8125/2022 8*59:59 AM E~PULCHER 7 8 955 950 945 APPROXIMATE EXISTING GRAD 940 APPROXIMATE GROUNDWATER SURFACE AT DESIGN INJECTION RATE 915 910 9 10 11 12 13 I C) 0 z.,, _J ~ + f- ~ _J D <( w s z f-W (f) ~~~ (D I _,~ + 955 C) <i: ca o WO ~ i ~ + zo ~ <{ 950 -ca(/) 945 3'MIN. REPLACED - 940 SOIL, TYP. - 935 930 APPROXIMATE BOTTOM OF TRANSITION ZONE 925 DEPOSITS 920 915 APPROXIMATE OTTOM OF TRENCH 910 0+00 1+00 2+00 GWI-BA1-04 ED TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 322892 2095430 BEGIN TRENCH 322845 2095475 GWI-BA1-04 322798 2095519 END TRENCH no. I date I by I ckd I description A 8/25/2 EAP JRH ISSUED FOR PRELIMINARY DESIGN NOTES: ~BSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH ALIGNMENT AT THE PROPOSED CONSTRUCTION LOCATION. SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED APPROXIMATE.

2.

REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAILS.

3.

WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED BY ENGINEER.

4.

STATIC GROUNDWATER ELEVATION ESTIMATES PROJECTED FROM MONITOR WELLS IN CLOSE PROXIMITY, AND VARY BASED ON WET/DRY PERIODS..

5.

EXISTING GRADE SURVEYED 09/06/16. 0 50' 100' PLAN VIEW ~- I SCALE IN FEET SECTION VIEW 0 5' 10' VERTICAL SCALE IN FEET 0 50' 100' HORIZONTAL k-I SCALE IN FEET A B C D PRELIMINARY - NOT F FOR CONSTRUCTION ~BURNS ~M~DONNELL 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 INJECTION TRENCH DETAILS - SHEET 2 project 142089 I contract drawing BMCD-GWREMED-C103 - sheet of file C103INJTRNDET2.DWG rev. A sheets G H

2 3 4 EXISTING GROUND 5 6 30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER TRANSDUCER CABLE 6" INJECTION WELL SCREEN AND CASING (SEE NOTE 2) SECTION 7 8 9 COMPACTED BACKFILL 36" 2" SCH. 80 PVC TRENCH BACKFILL GRAVEL (SEE NOTE 4) 1 1/4" SDR-11 HDPE INJECTION DROP PIPE 6" DIA. END CAP A 10 BOLLARD(TYP.4) ~ (SEE NOTE 1) \\ TYPICAL INJECTION TRENCH WELL C005 NOTTO SCALE BOLLARD (TYP. 4) -----.._ ~ ~

~*

EXISTING GROUND COMPACTED BACKFILL PROVIDE PUMP SUPPORT CABLE PUMP POWER CABLE TRANSDUCER CABLE 11/4" SDR-11 HOPE DROP PIPE TO PUMP OUTLET 4" SUBMERSIBLE PUMP W/ 3-PHi\\SE 480V ELECTRIC MOTOR (BY OTHERS) SECTION TYPICAL EXTRACTION WELL NOTTO SCALE B 30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER 12"(MIN.) INSTRUMENTATION JUNCTION BOX (SEE NOTE 3) POWER JUNCTION BOX (SEE NOTE 3) T 36" 6" EXTRACTION WELL SCREEN AND CASING (SEE NOTE 3) C005 Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADDIDWGS\\MECHANICAL\\M102.DWG 9/1/2022 7:59:52 AM EAPULCHER (SEE NOTE 1) EXISTING GROUND COMPACTED BACKFILL PIPE TO PUMP OUTLET LEVEL TR!INSDUCER 4" SDR-11 HOPE 0.06" --- (BY OTHERS) SLOTTED PIPE (SEE NOTE 5) SECTION TYPICAL EXTRACTION SUMP NOTTO SCALE 11

11.

Cf) N 12 30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER 13 INSTRUMENTATION JUNCTION BOX (SEE NOTE 3) POWER JUNCTION BOX (SEE NOTE 3) 36" 2" SCH. 80 PVC PITLESS ADAPTER 4" SUBMERSIBLE PUMP W/ 3-f'H!ISE 480V ELECTRIC MOTOR (BY OTHERS) TRENCH BACKFILL GRAVEL (SEE NOTE 4) C C005 no.I date I by I ckd I description EP RH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

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

2.

INJECTION WELL SCREEN AND CASING LENGTHS VARY. REFER TO DRAWING M202 FOR INJECTION WELL CONSTRUCTION DETAILS. REFER TO DRAWINGS C102 THROUGH C104 FOR TYPICAL INJECTION TRENCH PROFILES.

3.

REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

4.

REFER TO DRAWING C101 THROUGH C104 FOR TRENCH CONSTRUCTION DETAILS.

5.

A CAPPED 1-INCH GALVANIZED STEEL PIPE (NOT DEPICTED) SHALL EXTEND FROM APPROXIMATELY 5 FT BELOW GRADE TO 5-FT ABOVE GRADE AT EACH WELL. A METAL TAG DISPLAYING THE WELL IDENTIFICATION WILL BE FASTENED TO THE STEEL PIPE. PRELIMINARY - NOT FOR CONSTRUCTION ~BURNS ~M!:DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed E. DULLE detailed E. PULCHER checked R. HORMELL Cimarron Environmental Response Trust INJECTION AND EXTRACTION WELL DETAILS project 142089 I contract drawing rev. BMCD-GWREMED-M102 - A sheet of sheets file M102.DWG A B C D F G H

2 4 5 7 9 10 11 / \\ _-,. __ -,. __,-.-"'I""'""'.:,,..,,_...,__,..,. __ _.-,-...--...-......_,...._"-.,....,_-.. __ -, __ -.._-,,~,_,....,_~~---,,, ~, - .., r *;**"- ~ --* ~ - -* / 8' /. // / / / / '/ / MCC/CONTROLPANELAREA (SEE NOTE 4) 500-GALLON INJECTION FEED TANK AND 55-GALLON METERING TANK AREA (SEE NOTE 2) / / / / / / / ~ // / / / INJECTION MANIFOLD AREA (SEE NOTE 5) / / / //, / / // / / L-----~"-'-------il-------------------------------20' J __ ,.,e,en,o, '""" u<c ~ (SEE NOTE 5) ~ INSTRUMENTATION CABLE TO GWI-WU-01A Z:\\CLIENTS\\ENS\\CER1' 129852_ CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\MECHANICAL\\M1 03.DWG 8/22/2022 12:52:07 PM EAPULCHER / / / / PLAN WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT 0 2' ~- I SCALE IN FEET / / / / / coos / / / / 1/, / / / / / / / / / / / / / / / // / / 1/,:( / / / / / / / / / // / ~. 12 13 E E E /INJECTION CONTAINER / -(BY OTHERS) REFER TO VFS-EPM-000-DWG-G-1 30 IS - ~--- A C no_J date J by J ckd J description A 08122122 EP NOTES: RH ISSUED FOR PRELIMINARY DESIGN

1.

INJECTION INFLUENT WATER STREAM WILL BE SUPPLIED FROM THE NORTH SIDE OF THE INJECTION CONTAINER. INSTALL FLANGED CONNECTIONS THROUGH CONTAINER WALL TO FACILITATE PIPE CONNECTIONS. FLANGES SHALL BE 4", 250# RATED.

2.

55-GALLON CHEMICAL FEED DRUMS WILL REQUIRE FREQUENT REPLACEMENT. DRUMS SHALL BE STAGED NEAR THE DOUBLE DOORS AND PLUMBING/EQUIPMENT SHALL BE INSTALLED TO FACILITATE DRUM A REMOVAL/REPLACEMENT. B

3.

REFER TO VFS-EPM-000-DWG-E-113 FOR POWER AND COMMUNICATION CABLE ROUTING DETAILS.

4.

BURIED POWER AND COMMUNICATION CABLE WILL BE SUPPLIED FROM NORTHEAST OF THE INJECTION CONTAINER AND STUBBED UP NEAR THE NORTHERN EXTERIOR WALL. SUPPLIER SHALL PROVIDE AND INSTALL LOCATIONS FOR POWER SUPPLY CONNECTION AND ALL ASSOCIATED APPURTENANCES FOR CONNECTIONS, PENETRATIONS. AND ROUTING AS NECESSARY.

5.

BURIED INJECTION SUPPLY PIPING WILL BE SUPPLIED FROM SOUTH OF INJECTION CONTAINER AND STUBBED UP THROUGH FLOOR OF CONTAINER. LOCATIONS ARE SHOWN FOR INFORMATION ONLY. INJECTION SKID SUPPLIER SHALL PROVIDE LOCATIONS FOR INJECTION FLOOR PENETRATION LOCATIONS FOLLOWING DETAILED DESIGN.

6.

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

7.

REFER TO DRAWINGS P103 AND P104 FOR PROCESS AND INSTRUMENTATI DIAGRAMS.

8.

INSTALL FLOW METER WITH A MINIMUM OF 5 STRAIGHT PIPE DIAMETERS UPSTREAM AND 2 STRAIGHT PIPE DIAMETERS DOWNSTREAM FROM THE ELECTRODE PLANE. 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 E. PULCHER designed checked E. DULLE R. HORMELL Cimarron Environmental Response Trust WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT project 142089 J contract drawing BMCD-GWREMED-M103 - sheet of file M103.DWG rev. A sheets

~

C D F G H

2 3 4 9 10 11 12 13 V.! 22 1,-----------------------"-j-",----t"'---,-?---j-~----- 40' -----+w-, -f------------------------------- MCC/CONTROLPANEL-- / AREA (SEE NOTE 4) TO POWER DISTRIBUTION -- RACK (REFER TO E-SERIES DRAWINGS FOR DETAILS) j L rn coM""CATio,s ecccaox c-, (REFER TO VFS-EPM-000-DWG-E-211 FOR DETAILS, LOCATED IN APPENDIX J-5) TO URANIUM IX TREATMENT SKID (REFER TO VFS-EPM-000-DWG-E-211 FOR DETAILS, LOCATED IN APPENDIX J-5) Z:\\CLIENTS\\ENS\\CER1\\129852 _ CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\MECHANICAL\\M104.DWG 9/1/2022 7:57:32 AM EAPULCHER INJECTION MANIFOLD AREA (SEE NOTE 5) 950-GALLON INJECTION -- FEED TANK AND 55-GALLON METERING TANK AREA (SEE NOTE 2) PLAN C009 BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM LAYOUT SCALE IN FEET 4' I INJECTION INFLUENT CONNECTION FLANGE (SEE NOTE 1) IN,JECTION CONTAINER (SEE NOTES 6-9, PROVIDED SY OTHERS) CONCRETE P/\\D FOR SKID ENCLOSURE \\BY OTHERS) no.I date I by I ckd I description A 08/22/22 EP RH ISSUED FOR PRELIMINARY DESIGN

1.

INJECTION INFLUENT WATER STREAM WILL BE SUPPLIED FROM THE SOUTHEAST SIDE OF THE INJECTION SKID ENCLOSURE. INSTALL FLANGED A CONNECTIONS THROUGH ENCLOSURE WALL TO FACILITATE PIPE CONNECTIONS. FLANGES SHALL BE 2", 250# RATED.

2.

55-GALLON CHEMICAL FEED DRUMS WILL REQUIRE FREQUENT REPLACEMENT. DRUMS SHALL BE STAGED NEAR THE DOUBLE DOORS AND PLUMBING/EQUIPMENT SHALL BE INSTALLED TO FACILITATE DRUM B REMOVAL/REPLACEMENT.

3.

REFER TO VFS-EPM-000-DWG-E-113 FOR POWER AND CONTROL CABLE ROUTING DETAILS, LOCATED IN APPENDIX J-2.

4.

BURIED POWER AND INSTRUMENTATION CABLE WILL BE SUPPLIED FROM SOUTHWEST OF THE INJECTION SKID ENCLOSURE AND STUBBED UP NEAR THE SOUTHWESTERN EXTERIOR WALL. SUPPLIER SHALL PROVIDE AND INSTALL LOCATIONS FOR POWER SUPPLY CONNECTION AND ALL ASSOCIATED APPURTENANCES FOR CONNECTIONS. PENETRATIONS, AND ROUTING AS NECESSARY.

5.

BURIED INJECTION SUPPLY PIPING WILL BE SUPPLIED FROM NORTHWEST OF THE INJECTION SKID ENCLOSURE AND STUBBED UP THROUGH THE FLOOR OF THE CONTAINER. LOCATIONS ARE SHOWN FOR INFORMATION ONLY. SUPPLIER SHALL PROVIDE LOCATIONS FOR INJECTION FLOOR PENETRATION LOCATIONS FOLLOWING DETAILED DESIGN.

6.

INJECTION SKID ENCLOSURE HEIGHT SHALL BE 9' 6."

7.

ENCLOSURE SHALL BE INSULATED TO OBTAIN MINIMUM U-FACTOR OF 0.065.

8.

REFER TO P104 FOR PROCESS AND INSTRUMENTATION DIAGRAM.

9.

REFER TO K-EPM-DWG-G-200 FOR BA1 GENERAL ARRANGEMENT PLAN, LOCATED IN APPENDIX J-5. 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 E. PULCHER designed checked E. DULLE R. HORMELL Cimarron Environmental Response Trust BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT project 142089 I contract drawing BMCD-GWREMED-M104 - sheet of file M 104.DWG rev. A sheets C D F G H

2 3 4 7 8 9 10 11 12 13 no.[ date J by J ckd J description A ps122122j AA j ED ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

ACTUAL INJECTION WELL DEPTHS, TRENCH SCREEN LENGTHS, AND WA Injection Well Construction Details BA1 Injection Well Construction Details DRAIN PIPE LENGTHS WILL BE Total Depth Well Drop Pipe Total Depth Well Drop Pipe DETERMINED AT TIME OF CONSTRUCTION. REFER TO DRAWING A of Well (ft Diameter Diameter Drop Pipe Well Screen Screen Slot of Well (ft Diameter Diameter Drop Pipe Well Screen Screen Slot C1 01 THROUGH C104 FOR TRENCH lniection Well ID bQs) (inches) (inches) Length (ft) Material Length Size (in) Filter Pack Injection Well ID bgs) (inches) (inches) Length (ft) Material Length Size (in) Filter Pack CONSTRUCTION DETAILS. GWI-WV-01A 17 6 1.25 16 PVC 10 0.06 Gravel Backfill GWI-BA1-01A 26 6 1.25 28 PVC 21 0.06 Gravel Backfill

2.

INJECTION TRENCH WELL GWI-BA1-02A 24 6 1.25 23 PVC 10 0.06 Gravel Backfill GWI-BA1-01A WAS INSTALLED DURING GWI-BA1-03A 21 6 1.25 20 PVC 10 0.06 Gravel Backfill THE 2017 PILOT STUDY. GWI-BA1-04A 24 6 1.25 23 PVC 10 0.06 Gravel Backfill B C 1 D _ _:r f-E-- J PRELIMINARY - NOT F j FOR CONSTRUCTION j ~URNS '1 MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A.ANSTAETT designed checked E. DULLE E.DULLE H Cimarron Environmental Response Trust CONSTRUCTION DETAILS INDEX I INJECTION WELLS project j contract 142089 drawing rev. BMCD-GWREMED-M202 - A sheet of sheets I file M202.DWG Z:\\CUENTS\\ENS\\CERT\\129852_ CERT-DECOM2021\\0ESIGN\\CADD\\DWGSIMECHANI CALIM202.DWG 8/22/2022 12.51.48 PM EAPULCHER

2 3 4 5 6 7 I 8 9 10 11 12 13 WESTERN AREA INJECTION SYSTEM ENCLOSURE LOI -~ CHEMICAL -1:0i-= I PRE-TREATMENT TK 003 DRUM (BY OTHERS) -- 1103 ~ 7 I I NOTE3-<>I 55GAL,,L__/LSL\\_ 1 I ..._ _ _. _s, ~ ~1/4"0.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL INJECTION LINE 1/4" O.D. ----- DOUBLE-WALLED POLYETHYLENE CHEMICAL INJECTION LINE MP-001 I/' SC,r, FC' ---t-c=+-=+---------------------------------------------------------7 1,002,, 1,001,, I I/' YI "VHS' ON/OFF / 1/4" O.D. DOUBLE-WALLED I I'-002,, 1,1103 POLYETHYLENE CHEMICAL I INJECTION LINE NOTES 1,2,3,4,5 I I I f-7 L-------------------------------------------------------------------- ------------ I ,~,,~, I --+---+-=-+------------------------------------------------------------------------------ ------------~ '-003/1'-002/ LOI 1101 0 MP-002 "'" LOCATION YI,VHS, ON/OFF 003 1104 NOTES 1,2,3,4,5 TANK INFLUENT PIPING INJECTION FEED TANK CHEMICAL DOSING SYSTEM INJECTION SYSTEM ENCLOSURE TO P-001 PUMP ID MP-001 MP-002 / 1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL INJECTION LINE 1LAHHLALL' '(102,,,10102,; 'LAH'VLAL' 1102_; 10102,; &l~-,~:~~~i::£-!!£ 0---- ____________ _ _ T _ TK-001 f I ~OTES 1,2,6 INJEC' ION Ft:ED I (BY OTHERS) ' l~- I I I

i'zc'VHs~ON/OFF 1,002~105./1 I NOTES 2,3,4,5,B WATF INJECTION SYSTEM INSTRUMENTATION LEAK DETECTION FLOW METER/

LEVEL SWITCH ID INDICATOR ID TRANSMITTER ID FT-1103 LSL-1101 LSH-1101 LDl-1102 LSL-1102 LDl-1103 LSL-1103 LDl-1101 T ANK ~ / LSH / 1101 / J I f 1 I I I I i I / I =- f I _ ! ,1, 1 ! C.;~~: ~rnGAL a~ j

,~:v 2 "

DRAIN ~ SAMPLE PORT PRE-TREATMENT LEVEL TRANSDUCER ID LT-1102 LT-1103 LT-1104 INJECTION QUILL WITH CHECK VALVE (TYP. 2) CONTROL VALVE ID MOV-002 MP-001 METERING PUMP MAKE: STENNER MODEL: S3001AA101N OUTLET TUBING SIZE: 1/4" POWER: 120VAC MAX. CAPACITY: 5.0 GPD MAX. PRESSURE: 100 PSI I I I G~o,e, @ I ,,-z -rnw-ss IH0 H l~~1~-- I I I j CV-001 ~ FROM UIX fvlOV-002 TREATMENT TRAIN 1 -F~ \\FC) PV NOTE 9 \\ 110:.J (BY OTHERS) Mi\\GNETIC FLOWiv!ETER (BY OTHERS) _J MP-002 METERING PUMP MAKE: STENNER MODEL: S3001AA101N OUTLET TUBING SIZE: 1/4" POWER: 120 VAC MAX. CAPACITY: 5.0 GPD MAX. PRESSURE: 100 PSI I Z:\\CLIENTS\\ENS\\CERTI129852_ CERT-DECOM2021 \\DESIGN\\CADD\\DWGS\\PROCESS\\P1 03.DWG 9/1/2022 7:58:29 AM EAPULCHER I no.j date I by I ckd I description A p8119122i EAA I JRH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE. FORCE MXR-001 OFF VIA HARDWIRE ACTION. FORCE MOV-002 CLOSED A VIA HARDWIRE ACTION.

2.

LEVEL SWITCH HIGH; CEASE TREATED WATER INJECTION MODE. FORCE MOV-002 CLOSED VIA HARDWIRE ACTION.

3.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE. FORCE MOV-002 CLOSED VIA HARDWIRE ACTION. B

4.

HIGH/LOW FLOW RATE; CEASE TREATED WATER INJECTION MODE.

5.

HIGH PRESSURE AT PT-1102; SHUT DOWN P-001, MP-001, AND MP-002 AND CLOSE VALVE MOV-002.

6.

MOV-002 POSITION MODULATES ON TK-001 FLUID LEVEL.

7.

CONTROLS MP-001 AND MP-002 C FEED RATE.

8.

LEAK DETECTED; SHUT VALVE MOV-002.

9.

REFER TO VFS-EPM-DWG-P-110 AND VFS-EPM-DWG-P-115, LOCATED IN APPENDICES J2 AND J3, RESPECTIVELY.

10. SPECIFICATIONS FOR APPLICABLE D

PUMPS, PIPING, AND APPURTENANCES ARE SUBJECT TO CHANGE DURING PHASE I 90% DESIGN. 1-E-PRELIMINARY - NOT FOR CONSTRUCTION ~BURNS "-MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed E. DULLE detailed A.ANSTAETT checked E. DULLE Cimmaron Environmental Response Trust WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID - SHEET 1 project 142089 I contract drawing rev. BMCD-GWREMED-P103 - A sheet of sheets file P103.DWG G H

3 4 5 I t---=ccc-+~-,--+-------7 GROUNDWATER INJECTION MANIFOLD LINE L AG SCH80 PVCt-HDPE UG LEVEL TRANSDUCER 2" - EGW - HOPE BRANCH LINE VALVE/ PITLESS CLEANOUT VAULT ADAPTER (SEE C108) (BY OTHERS) ----~---....,_ 1 1/4" - EGW - HOPE NOTE 1 GROUNDWATER INJECTION WELL GWI-WU-01 2" - EGW-PVC Z:\\CLIENTS\\ENS\\CER1\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\PROCESS\\P104.DWG 91112022 7:58:34 AM EAPULCHER I I I I I I I I I I I I I I I I I I I I I I NOTE 6 I I I I I I I I I I I I I 7 LOCATION TO WELL GWI-WU-01 INJECTION SYSTEM ENCLOSURE 9 NOTE? P-001 PRIMARY TRANSFER PUMP MAKE: GOULDS MODEL: 2ST1 E9F4 IMPELLER SIZE: 3-7/8-INCH OUTLET CONNECTION: 1-1/4" FNPT HP: 1 HP MAX. CAPACITY: 81 GPM MAX. TOH: 51 FT OPERATING CAPACITY: 30 GPM RPM: 3500 10 11 1 1/2" - EGW - PVC P-001 WATF INJECTION SYSTEM INSTRUMENTATION PRESSURE FLOW METER/ LEVEL TRANSDUCER CONTROL VALVE ID TRANSMITTER ID TRANSMITTER ID ID PT-1101 FT-1101 LT-1101 MOV-001 LT-1102 12 13 WESTERN AREA INJECTION SYSTEM ENCLOSURE PUMP ID P-001 _W ~ VFDID VFD-001 INJECTATE no.I date I by I ckd I description A 8/19/22 AA ED ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

HIGH WELL WATER LEVEL; CLOSE VALVE MOV-001. LOW WELL WATER LEVEL; ADJUST INJECTION FLOW RATE AS ALLOWABLE.

2.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE. FORCE MXR-001 OFF VIA HARDWIRE ACTION. FORCE MOV-002 CLOSED VIA HARDWIRE ACTION.

3.

LEVEL SWITCH HIGH; CEASE TREATED WATER INJECTION MODE. FORCE MOV-002 CLOSED VIA HARDWIRE ACTION.

4.

HIGH/LOW PRESSURE; CLOSE VALVE MOV-001.

5.

HIGH/LOW FLOW RATE; CEASE TREATED WATER INJECTION MODE.

6.

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

7.

HIGH PRESSURE; SHUT DOWN P-001, MP-001, AND MP-002 AND CLOSE VALVE MOV-002.

8.

SPECIFICATIONS FOR APPLICABLE PUMPS, PIPING, AND APPURTENANCES ARE SUBJECT TO CHANGE DURING PHASE I 90% DESIGN. PRELIMINARY - NOT FOR CONSTRUCTION date ~BURNS ~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 SEPTEMBER 2022 detailed A.ANSTAETT designed checked E. DULLE E. DULLE Cimmaron Environmental Response Trust WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID II - SHEET 2 project 142089 J contract drawing BMCD-GWREMED-P104 sheet of file P104.DWG rev. A sheets A B C D F G H

3 4 I 5 7 9 BURIAL AREA 1 SYSTEM ENCLOSURE CHEMIC1\\L PRE-TRE.i\\TMENT DRUM (BY OTHERS)-*~ 1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL FEED LINE 1J s - ~ I I I LSL-<> 2103 I NOTE6 CHEMICAL PRE-TREATMENT DRUM (BY OTHERS)-~ 1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL 10 55 GAL 11 I I I 12 --0---------7 I I I I I I I 13 2"-EGW-PVC I TO ADDITIONAL INJECTION MANIFOLDT----,......,---~~------, LINES (QTY. 3) PAH PAL 2101 2101/ NOTE 4 I FAH FAL 314,, PVC \\..2101/ \\..2101 I : ~ ~ ~~ GROUNDWATER INJECTION MANIFOLD LINE (TYP.) I NOTE5 AG SCH80 PVCt-HDPE

  • UG I

I I I I [ __

CLEANOUT 1

I I I I LOCATION TO WELL GWI-BA1-01 TO WELL GWI-BA1-02 TO WELL GWI-BA1-03 TO WELL GWI-BA1-04 I I I I I I I I I I INJECTION SYSTEM ENCLOSURE PITLESS BRANCH LINE VALVE! DAPTER CLEANOUT VAULT A (SEE C108) 1 114" - EGW-HOPE LEVEL V / TRANSDUCER JBY OTHERS) 2" -EGW-PVC I I I I I I I I I I I I I I 0 ~ -+--~_LA_H-+-~-Lc-t- _______________________ J 2101 2101 NOTE 1 GROUNDWATER INJECTION WELL (TYP. OF 4) Z:\\CLIENTS\\ENS\\CERTI129852_CERT-DECDM2021\\DESIGN\\CADD\\DWGS\\PROCESS\\P105.DWG 9/1/2022 7:58:40 AM EAPULCHER INFLUENT PIPING INJECTION FEED TANK CHEMICAL DOSING SYSTEM I I I I I I ~~&-~"N/OFF : I L------------------------------------------~ 1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL INJECTION LINE I I I L _________________________________ -----7 I I NOTES 2,3,6,7,B I I I I I I I I I I I I _________ -+-=zccc-++.Hccsc-1 016 210~ I NOTES 2,3,5,6,8, 11 I I FT I ~-~ rxoAzj VFD-0~ 2106

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Hl~ lf------v'1---"',/j: - 2 ' - EG\\/V

  • PVC 1 1/4" - EGW - PVC S-BAI DRAIN INJECTION FEED TANK (BY OTHERS)

BA1 INJECTION SYSTEM INSTRUMENTATION PRESSURE FLOW METER/ LEVEL TRANSMITTER ID TRANSMITTER ID TRANSDUCER ID CONTROL VALVE ID PT-2101 PT-2102 PT-2103 PT-2104 PT-2105 FT-2101 FT-2102 FT-2103 FT-2104 FT-2105 FT-2105 P-002 PRIMARY TRANSFER PUMP MAKE: GOULDS LT-2101 LT-2102 LT-2103 LT-2104 LT-2105 MODEL: 2ST1 E9F4 IMPELLER SIZE: 3-7/8-INCH OUTLET CONNECTION: 1-1/4" FNPT HP: 1 HP MAX. CAPACITY: 81 GPM MAX. TOH: 51 FT OPERATING CAPACITY: 68 GPM RPM: 3500 MOV-003 MOV-004 MOV-005 MOV-006 MOV-007 MP-003 METERING PUMP MAKE: STENNER MODEL: S3001AA101N OUTLET TUBING SIZE: 1/4" POWER: 120VAC MAX. CAPACITY: 5.0 GPO MAX. PRESSURE: 100 PSI PUMP ID VFDID P-002 VFD-002 MP-003 MP-004 MP-004 METERINGPUMP MAKE: STENNER MODEL: S3001AA101N OUTLET TUBING SIZE: 1/4" POWER: 120 VAC MAX. CAPACITY: 5.0 GPO MAX. PRESSURE: 100 PSI MOV-007 CV-004 FROM TK-202 (FC) EFFLUENT TANK NOTE10 PRE-TREATMENT INJECTION QUILL WITH CHECK VALVE (TYP. 2) LEAK DETECTION INDICATOR ID LDl-2101 LDl-2102 LDl-2103 ~ -~ L_ LEVEL SWITCH ID LSL-2101 LSH-2101 LSL-2102 LSL-2103 NOTE 12 no.I date I by I ckd I description A 8/19/22 AA ISSUED FOR ED PRELIMINARY DESIGN NOTES:

1.

HIGH WELL WATER LEVEL; CLOSE VALVE MOV-003. LOW WATER LEVEL; ADJUST INJECTION FLOW RATE AS ALLOWABLE.

2.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE. FORCE MXR-002 OFF VIA HARDWIRE ACTION. FORCE MOV-006 CLOSED VIA HARDWIRE ACTION.

3.

LEVEL SWITCH HIGH; CEASE TREATED WATER INJECTION MODE. FORCE MOV-006 CLOSED VIA HARDWIRE ACTION.

4.

HIGH/LOW PRESSURE; CLOSE VALVE MOV-003.

5.

HIGH/LOW FLOW RATE. CLOSE VALVE MOV-003.

6.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE. FORCE MOV-006 CLOSED VIA HARDWIRE ACTION.

7.

HIGH/LOW FLOW RATE; CEASE TREATED WATER INJECTION MODE.

8.

HIGH PRESSURE; CEASE TREATED WATER INJECTION MODE.

9.

MOV-006 POSITION MODULATES ON TK-004 FLUID LEVEL.

10. CONTROLS MP-003 AND MP-004 FEED RATE.
11. LEAK DETECTED; CLOSE VALVE MOV-006.
12. REFER TO VFS-EPM-DWG-P-110 AND VFS-EPM-DWG-P-215, LOCATED IN APPENDICES J2 AND J5, RESPECTIVELY.
13. REFER TO DRAWING M203 FOR PIPING SPECIFICATIONS.

PRELIMINARY - NOT FOR CONSTRUCTION date ~BURNS "-.MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 SEPTEMBER 2022 detailed A.ANSTAETT designed checked E. DULLE E. DULLE Cimmaron Environmental Response Trust BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM P&ID project 142089 I contract drawing BMCD-GWREMED-P105 sheet of file P105.DWG rev. A sheets A B C D F G H

1 2 3 4 5 6 7 I 8 9 10 11 12 13 no.I dale I by I ckd I description A f8i19t22i AA I ED j'ssurn FOR PRELIMINARY DESIGN WA Extraction Well/Trench Flow Rate Summary BA1 Extraction Well/Trench Flow Rate Summary WA Injection Well/Trench Flow Rate Summary BA1 Injection Well Flow Rate Summary Extraction Minimum Maximum Nominal Minimum Maximum Nominal Injection Minimum Maximum Nominal Injection Minimum Maximum Nominal Well/Trench Flow Rate Flow Rate Flow Rate Extraction Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate ID (gpm) (gpm) (gpm) Well/Trench ID (gpm) ID (gpm) (gpm) (gpm) ID (gpm) (gpm) (gpm) A (gpm) (gpm) GETR-WU-01 3 15 8 GE-BA1-02 10 32 31 GWI-WU-01 3 28 8 GWI-BA1-01 5 32 10 GE-WAA-02 15 30 30 GE-BA1-03 10 32 24 GWI-BA1-02 2 12 4 GE-WAA-03 15 30 24 GE-BA1-04 10 32 31 GWI-BA1-03 2 12 4 GE-WAA-04 15 30 20 GETR-BA 1-01 5 13 7 GWI-BA1-04 5 12 10 B GE-WAA-05 15 30 25 GETR-BA 1-02 5 13 7 C l i ~ D " ~ ~ ~ f-E- ] ~ -= 11-== 'J PRELIMINARY - NOT F FOR CONSTRUCTION ~URNS ~ M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 G 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A.ANSTAETT designed checked E. DULLE E.DULLE H Cimmaron Environmental Response Trust GROUNDWATER EXTRACTION AND INJECTION I FLOW RATE

SUMMARY

project I contract 142089 drawing rev. BMCD-GWREMED-P205 - A sheet of sheets I file P205.DWG Z:\\CLIENTS\\ENS\\CERT\\129852 CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\PROCESS\\P205.DWG 91112022 7:59:08 AM EAPULCHER I}}

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