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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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 A 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 B WELL CONSTRUCTION DETAILS.

4. WHERE SILICA GRAVEL BACKFILL IS 960 960 PROPOSED, TRENCH SHALL BE 

--- ~-- -l-,l<\\- "'--+- -=- ----l- - - DEVELOPED BY JETTING WALLS WITH

..... c]j <l: -***** *******Cl<>:--+--- --, **************** POTABLE WATER, AS DIRECTED BY 

--*-a:1 en -*-------* ----*--** WI-Zl---**** w CJJ ---CONTRACTOR.

I I (.) I 5. STATIC GROUNDWATER ELEVATION 950 t* ****3' MIN. PPROX. ~.,. * ** 1 ! 950 ESTIMATES ARE PROJECTED FROM , - REPLACE ISTI NG g:l<;L... ~- -- 1***--*** C [=:::... --- - soIL, TYP. ADE, f- '°"---i-----J MONITOR WELLS IN CLOSEST 

~ - ~ -- 950 --+-----<- -***-*--l--l---+---- --1 950 PROXIMITY, AND VARY BASED ON 1---f---<Ultn --, *------ -

1--* ---j----{-jf-----+-- --+--- - f---- WET/DRY PERIODS. 945 945 6. EXISTING GRADE SURVEYED 09/06/16.

7. SUMP LOCATIONS SHOWN ARE APPROXIMATE, FIELD VERIFY LOW 940 POINT IN EXCAVATIONS FOR ACTUAL 940 SUMP LOCATIONS.

D

940 935

SILICA GRAVEL :--- TYP. 935 930 930 APPROX. STATIC 0 50' ~ 100 ' i'cecs'l--+-- -==t----A,PPROX. STATIC GROUNDWATER PLAN VIEW -- I SCA LE IN FEET GROUNDWATER ELEVATION ELEVATION 930 SECTION VIEW O 5, 10, 925 I 925 VERTICAL i,....~-~-...z~~~~I SCALE IN FEET 

@ --... 3 4" PERFORATED,_ 100'

, Cl08 _ PIPE WITH FABRIC. 925 925 HORIZONTAL 0 50' I 920 -****.,

  • FILTER,TYP _ 920 SCALE IN FEET
-*-- SILICA GRAVEL, PRELIMINARY - NOT TYP. F

- *-- **-----i-*-. *,----+-----+------! 920 I ----- 915 4" PERFORATED ~O FOR CONSTRUCTION 915,. - !---*-* ----~ - PIPE WITH FABR IC - C 3

0+00 1+00 2+00 FILTER, TYP. - 108 

~BURNS GETR-WU-01 915 --.APPROX. I I*--* 915 ~MSDONNELL
-*-* -*--*-BOTTOM OF ED................... *-*... TRENCH, TYP *-********** 9400 WARD PARKWAY
-- -*****-*.. **-*****-*TRENCH KANSAS CITY, MO 64114 G
  • EXTRACTION SUMP OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 TRENCH COORDINATES GEOMETRY TABLE 910 910 NORTHING EASTING DESCRIPTION 0+00 1+00 date detailed 321269 2091642 BEGIN TRENCH SEPTEMBER 2022 M. CARLIN 321274 2091756 GETR-WU-01A designed che ck ed 321341 2091843 END TRENCH GETR-BA1-02 ED B. WEIS J. HESEMANN

TRENCH COORDINATES GEOMETRY TABLE H

NORTHING EASTING DESCRIPTION 322841 2095396 BEGIN TRENCH 322839 2095445 GETR-BA 1-02A 322804 2095494 END TRENCH

Cimarron Environmental Response Trust EXTRACTION TRENCH DETAILS

project contract 142089 I drawing rev. A BMCD-GWREMED-C101 - sheet of sheets file C101 EXT TRN DET 1.DWG 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 2 3 4 5 6 7 8 9 10 11 12 13

no.I date I by I ckd I description

A 8/22/22 EP RH ISSUED FOR i 7 PRELIMINARY DESIGN 8' OPEN-BOTTOM HDPE OR STEEL BOLLARD@ NOTES: 2" SCH. 80 PVC VAULT WITH STEEL LID (TYP.4) UNION(TYP.) / (SEE NOTE 1) 1. SUBCONTRACTOR SHALL VERIFY I I EXISTING GROUND QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO r=r====!==~~==~===_j 2" SCH. 80 PVC CONSTRUCTION. A I INSTRUMENTATION,!UNCTION TRUE-UNION BALL BOX \\SEE NOTE 7) 2. SUBCONTRACTOR SHALL ORIENT VALVE VALVE OPERATORS TO PREVENT r-IN-LINE PRESSURE POWER JUNCTION BOX INTERFERENCES WITH ADJACENT I I (BY OTHERS) / TRANSMITTER (SEE NOTE 7 ) VAULT, PIPE, VALVES, AND FITTINGS.

PRESSURE 3. EXTRACTION WELL AND TRENCH GAUGE (TYP. 2) SUMP SCREEN AND CASING LENGTHS I AND MATERIALS VARY. REFER TO I DRAWINGS M102 AND M201 FOR EXTRACTION WELL AND TRENCH 8 SUMP CONSTRUCTION DETAILS. I REFER TO DRAWING C101 FOR TYPICAL EXTRACTION TRENCH PROFILES. I 4. REFER TO PROCESS DRAWINGS FOR ADDITIONAL PIPE FITTINGS AND LAYOUT DETAILS. I 2" SCH. 80 PVC 5. INSTALL FLOW METER WITH A TRUE-UNION BALL MINIMUM OF 5 STRAIGHT PIPE C VALVE DIAMETERS UPSTREAM AND 2 I I 2" SCH. 80 PVC ADJUSTABLE PAINTED STEEL STRAIGHT PIPE DIAMETERS CHECK VALVE PIPE SUPPORT WITH PIPE SADDLE DOWNSTREAM FROM THE ELECTRODE FLOW METER TEST/ (TYP.) PLANE. I I DOUBLE WASHED CALIBRATION PORT 6. REFER TO SPECIFICATIONS FOR 57/67 CLEAN STONE ADDITIONAL PIPE FITTINGS AND 6" MIN. DEPTH LAYOUT DETAILS. I I 7. REFER TO ELECTRICAL DRAWINGS SECTION FOR DETAILS. D

TYPICAL EXTRACTION WELL/SUMP - I I AND VALVE/METERING VAULT......,.. NOTTO SCALE I I

POWER I I J_ CABLE CONDUIT (SEE NOTE 7) 

- ------ INSTRUMENTATION I ~ =- CABLE CONDUIT (SEE NOTE 7)

I 0 F I \\ \\ '-- POWER JUNCTION 

\\ BOX (SEE NOTE 7i ~BOLLARD~

II \\ (TYP.4) ~ PRELIMINARY - NOT F I I L INSTRUMENTATION (SEE NOTE 1) JUNC TION BOX FOR CONSTRUCTION II 2" SCH. 80 TRUE \\SEE NO T E 7) I I UNION BALL VALVE (SEE NOTE 2) ~BURNS

IN-LINE PRESSURE FLOW METER TEST/ ~MSDONNELL I rrll I I 2" SCH. 80 PVC / TRANSMITTER iBY OTHERS) CALIBRATION PORT AND 9400 WARD PARKWAY

. GLOBE VALVE PRESSURE TEST PORT/ ;~:Jl:N:DPE ~ KANSAS CITY, MO 64114 G 

/ / ~ I (SEE NOTE 2) 816-333-9400 I f'S'S / /) OKLAHOMA FIRM LICENSEE NO. 421
~ r',~"' '-J, - ::...-=- ~/'3 ennY _J date detailed SEPTEMBER 2022 E. PULCHER I " ~ </v - r I designed checked
) ~~~"/ MAGN ETIC _/ 2" THREADED PVC TO HDPE E. DULLE R. HORMELL
':::/~~" FLOW ME TER CHECK VALVE TRANSITION COUPLING (SE E NOT E 5 2" SCH. 80 PVC I EXTRACTION ::ONTRACTOR TO FIEJ PROVIDED BY WELL/SUMP CUT PENETRATION AND SEA~ OTH ERS) H VAULT WITH FLEXIBLE CAULK SEAi I

8' OPEN-BOTTOM HDPE OR STEEL VAULT WITH LID I I

Cimmarron Environmental Response Trust I I EXTRACTION WELL/SUMP AND VAULT 0 0 DETAILS L J project contract 

--- - \\ 7~ - 142089 I PLAN ~ drawing rev. A TYPICAL EXTRACTION WELL/SUMPgggj AND VALVE/METERING VAULT COOS BMCD-GWREMED-M101
~ NOTTO SCALE sheet of sheets file M101.DWG Z:\\CLIENTS\\ENS\\CER1i129852 _ CERT-DECOM2021\\DESIGN\\CADD\\DWGSIMECHANICALIM101.DWG 8/22/2022 1 :03:28 PM EAPULCHER 2 3 4 6 7 8 9 10 11 12 13

30" DIAMETER H-20 INSTRUMENTATION JUNCTION BOX no.I date I by I ckd I description (SEE NOTE 3) 

~ BOLLARD (TYP. 2) RATED STEEL MANHOLE A 8/22/22 EP RH ISSUED FOR
~ (SEE NOTE 1) WITH 3/8" DIAMOND PRELIMINARY DESIGN PLATE STEEL COVER COMPACTED BACKFILL NOTES:

EXISTING GROUND 1. SUBCONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION. A

2. INJECTION WELL SCREEN AND CASING LENGTHS VARY. REFER TO DRAWING M202 FOR INJECTION WELL CONSTRUCTION DETAILS.

36" REFER TO DRAWINGS C102 THROUGH C104 FOR TYPICAL INJECTION TRENCH PROFILES.

3. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. B
4. REFER TO DRAWING C101 THROUGH C104 FOR TRENCH CONSTRUCTION 2" SCH. 80 PVC DETAILS.
5. A CAPPED 1-INCH GALVANIZED STEEL PIPE (NOT DEPICTED) SHALL EXTEND FROM APPROXIMATELY 5 TRANSDUCER CABLE FT BELOW GRADE TO 5-FT ABOVE GRADE AT EACH WELL. A METAL TRENCH BACKFILL GRAVEL TAG DISPLAYING THE WELL C (SEE NOTE 4) IDENTIFICATION WILL BE FASTENED 6" INJECTION WELL TO THE STEEL PIPE.

SCREEN AND CASING (SEE NOTE 2)

1 1/4" SDR-11 HOPE INJECTION DROP PIPE 6" DIA. END CAP D

SECTION A

TYPICAL INJECTION TRENCH WELL C00 5 NOTTO SCALE BOLLARD (TYP. 4) 30" DIAMETER H-20 (SEE NOTE 1) 30" DIAMETER H-20 RATED STEEL MANHOLE RATED STEEL MANHOLE WITH 3/8" DIAMOND WITH 3/8" DIAMOND PLATE STEEL COVER @ PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX INSTRUMENTATION JUNCTION BOX (SEE NOTE3) (SEE NOTE 3) EXISTING GROUND POWER JUNCTION BOX EXISTING GROUND POWER JUNCTION BOX (SEE NOTE 3) (SEE NOTE 3)

PRELIMINARY - NOT F 36" 36" FOR CONSTRUCTION 

~BURNS COMPACTED BACKFILL ~M!:DONNELL

COMPACTED BACKFILL 9400 WARD PARKWAY KANSAS CITY, MO 64114 G 2" SCH. 80 PVC OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 PROVIDE PUMP SUPPORT CABLE PROVIDE PUMP SUPPORT CABLE PUMP POWER CABLE PITLESS ADAPTER date detailed TRANSDUCER CABLE SEPTEMBER 2022 E. PULCHER PUMP POWER CABLE 24" (MIN.) designed checked TRANSDUCER CABLE E. DULLE R. HORMELL 12"(M IN.) LEVEL TR/\\NSDUC ER ------.__ 4" SUBMERSIBLE PUMP W/ 3-f'HASE 11/4" SDR-11 HOPE DROP (BY OTHERS\\ 480V ELECTRIC MOTOR (BY OTHERS) PIPE TO PUMP OUTLET 4"SDR-11 HDPE0.06" ---. H SLOTTED PIPE (SEE NOTE 5) TRENCH BACKFILL GRAVEL LEVEL TRANSDUCER 6" EXTRACTION WELL SCREEN AND (SEE NOTE 4) (BY OTHERS) CASING (SEE NOTE 3) SAND FILTER PACK

4" SUBMERSIBLE PUMP W/ 3-PHASE Cimarron Environmental Response Trust 480V ELECTRIC MOTOR (BY OTHERS) INJECTION AND EXTRACTION WELL DETAILS

SECTION B SECTION C project contracl TYPICAL EXTRACTION WELL C005 TYPICAL EXTRACTION SUMP C005 142089 I NOTTO SCALE NOTTO SCALE drawing rev. BMCD-GWREMED-M102 - A sheet of sheets file M102.DWG

Z :\\CLIENTSIENS ICER1\\129852_CERT-DECOM2021\\DESIGN\\CAODIDWGSIMECHANICALIM102.DWG 9/ 1/2022 7:59:52 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 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 

- '1 MSDONNELL ~URNS

- 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 '1 MSDONNELL j 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 6 7 8 9 10 11 12 13

no. I date I by I ckd I description WATF EXTRACTION SYSTEM INSTRUMENTATION A 8/19/22 AA ED ISSUED FOR EXTRACTION PUMP ID VFDID PRESSURE FLOW METER/ LEVEL TRANSDUCER ID PRELIMINARY DES IGN WELL/SUMP ID TRANSMITTER ID TRANSMITTER ID NOTES : GE-WAA-02 P-1001 -PT-1001 FT-1001 LT-1001 GE-W AA-03 P-1002 -PT-1002 FT-1002 LT-1002 TO TK-101 INflUENT TANK 1. REFER TO DRAWING M201 AND M203 GE-WAA-04 P-1003 -PT-1003 FT-1003 LT-100 3 MOV-101 NOTE 3 FOR PUMP AND PIPING (FCl SPECIFICATIONS. GE-WAA-05 P-1004 --PT-1004 FT-1004 LT-1004 A GETR-WU-01A P-1005 VFD-1005 PT-1005 FT-1005 L T-1005 2. PIPE DIAMETERS VARY. REFER TO DRAWINGS C003 AND C004 FOR SPECIFIC PIPE DIAMETER INFORMATION.

3. REFER TO VFS-EPM-000-DWG-P-110 SEE NOTE 4 t AND P-115, LOCATED IN APPENDICES J2 AND J3. RESPECTIVELY.
4. REFER TO VFS-EPM-000-DWG-P-115, LOCATED IN APPENDIX J3. B
5. LOW WELL WATER LEVEL; SHUT AGt-DOWN SUBMERSIBLE PUMP.

UG 6. LOW / HIGH PRESSURE ; SHUT DOWN SUBMERSIBLE PUMP. HDPEt 7. LOW/HIGH WATER FLOW RATE; SHUT SS DOWN SUBMERSIBLE PUMP.

8. CEASE GROUNDWATER EXTRACT ION IGW -H DPE MODE SIGNAL FROM TREATMENT C (SEE NOTE 2) BUILDING; SHUT DOWN SUBMERS I BLE EXTRACTION WELL/SUMP PRESSURE TEST / PUMP.

VAULT CALI BRAT ION PORT GROUND W ATER EXTRACTION

9. THE FOLLOWING WILL BE PROVIDED TRUNK LINE BY OTHERS: SUBMERSIBLE PUMPS, (TYP.) VARIBLE FREQUENCY DRIVES, LEVEL TRANSDUCERS.PRESSURE TRANSMITTERS, AND FLOW METERSfTRANSMITTERS.

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

2"- IGW - PVC ) ~OPE HOPE*( ) ~OPE EXTRACTION WELL/SUMP BRANCH LINE CONNECTION (TYP.) l----ll-'---~--- - --~ 101 1----=-"----+---~------I'

EXTRACTION WELL/ SUMP CASING PITLESS A DAPT ER 2" - IGW - HOPE (SEE NOT E 1) 2" - IGW - HOPE ~2"-IGW-PVC

IGW-HOPE (SEE NOTE 1) c ------ -- - ------7 SUBMERSIBLE PU MP (P-1001) BRANCH VALVE / I (BY OTHERS) - I CLEANOUT VAULT (TYP., SEE C108) PRELIMINARY - NOT I I F I VXA1 I FOR CONSTRUCTION I --~ I I NOTES 5,6,7,B I ~BURNS I I ~M~DONNELL I I 9400 WARD PARKWAY KANSAS CITY, MO 64114 G L---~--------------~ 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 GROUNDWATER EXTRACT ION date detailed TRENCH SUMP/WELL WITHOUT VFD SEPTEMBER 2022 A. ANSTAETT (TYP. OF 4) designed checked E. DULLE E. DULLE

H

Cimmaron Environmental Response Trust WESTERN AREA GROUNDWATER EXTRACTION SYSTEM P&ID

project contra c t 142089 I drawing rev. BMCD -GWREMED-P101 - A FROM EXTRACTION l'llli.S sheet of sheets file P101.DWG Z :\\CLI ENTS\\ENS\\CERl\\129852_ CERT-DECOM2021 \\DESIGN\\CADD\\DW GS\\PROCESS\\P101.DWG 9/ 112022 7: 58:17 AM EAPULCHER 2 3 4 5 6 7 8 9 10 11 12 13

no.I date I by I ckd I description

BA1 EXTRACTION SYSTEM INSTRUMENTATION A 8119122 AA ED ~iiL~~l~~~y DESIGN EXTRACTION PUMP ID VFD ID PRESSURE FLOW METER/ LEVEL TRANSDUCER ID NOTES : WELL/SUMP ID TRANSMITTER ID TRANSMITTER ID GE-BA1-02 P-2001 PT-2001 FT-2001 LT-2001 1. REFER TO DRAWING M201 AND M203 GE-BA 1-03 P-2002 PT-2002 FT-2002 LT-2002 MOV-201 TO n<-201 !NfLU£NT TANK FOR PUMP AND PIPING GE-BA1-04 P-2003 PT-2003 FT-2003 LT-2003 (FCJ NOTE3 SPECIFICATIONS.

2. PIPE DIAMETERS VARY. REFER TO A GETR-BA1-01A P-2004 VFD-2004 PT-2004 FT-2004 LT-2004 DRAWING C005 FOR SPECIFIC PIPE GETR-BA1-01 B P-2005 VFD-2005 PT-2005 FT-2005 LT-2005 DIAMETER INFORMATION.

GETR-BA 1-02A P-2006 VFD-2006 PT-2006 FT-2006 LT-2006 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,

SEE NOTE 41 LOCATED IN APPENDIX J5.

5. LOW WELL WATER LEVEL; SHUT B DOWN SUBMERSIBLE PUMP.

AGt-6. LOW/HIGH PRESSURE; SHUT DOWN UG SUBMERSIBLE PUMP.

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

PORT 8. CEASE GROUNDWATER EXTRACTION sst-MODE SIGNAL FROM TREATMENT HDPE BUILDING; SHUT DOWN SUBMERSIBLE PRESSURE TEST/ PUMP. C CALIBRATION PORT EXTRACTION WELL/SUMP BRANCH 9. THE FOLLOWING WILL BE PROVIDED FLOW METER TEST/ LINE CONNECTION (TYP.) IGW-HDPE BY OTHERS: SUBMERSIBLE PUMPS, CALIBRATION PORT (SEE NOTE 2) LEVEL TRANSDUCERS.PRESSURE TRANSMITTERS, AND FLOW METERSfTRANSMITTERS. CLEANOUT 10. P-2006, P-2007 AND P-2008 ARE EQUIPPED WITH VARIABLE FREQUENCY DRIVES. D 

/2"-IGW-PVC GROUNDWATER EXTRACTION TRUNK LINE

PITLESS ADAPTER (SEE NOTE 1) 2" - IGW - HDPE IGW-PVC IGW-HDPE (SEE NOTE 2) (SEE NOTE 1) EXTRACTION WELL/SUMP VALVE/METER VAULT TRUNK LINE V A LVE/ CASING (TYP.) CLEANOUT VAULT (TYP., SEE C108) I - - - - - - - - ---- SUBMERSIBLE PUMP IP-20 01) - 7 I LEVEL TRJ\\NSDUCER -- L- (BY OTHERS) I GROUNDWATER EXTRACTION TRUNK LINE I (BY OTHERS) - I

I== {2~~1;m 0---~ I PRELIMINARY - NOT F I -~--- YI NOTES 5,6,7,8 I FOR CONSTRUCTION I mm I I ON/OFF I ~BURNS L _______ _ __________ J ~MSDONNELL

GROUNDWATER EXTRACTION 9400 WARD PARKWAY TRENCH SUMP/WELL WITHOUTVFD KANSAS CITY, MO 64114 (TYP. OF 3) 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 ,----- _,,,- SUBMERSIBLE PUMP (P - 2006) date detailed 

/ (BY OTHERS) I SEPTEMBER 2022 A. ANSTAETT 1

I LEVEL TRANSDUCER ___@ I designed checked (BY OTHERS) ~ -i-----------7 --~ I E. DULLE E. DULLE I NOTES 5,6,7,8 I I l.A-L LAL ( LT 2004 2004 - ~ v 

**l VFD-2009 H I I *-, NOTE 10 I I I I I I L-------t-;;;;;;.;--;,,;;,;-1 I I I L __ - - - - - - - L __ - - - - - - _ J Cimmaron Environmental Response Trust GROUNDWATER EXTRACTION BURIAL AREA 1 GROUNDWATER TRENCH SUMP/WELL WITH VFD EXTRACTION SYSTEM P&ID (TYP. OF 3) project contract 142089 I FROM EXTRACTION WELLS drawing rev. A BMCD-GWREMED-P102 sheet of sheets file P102.DW G Z :\\CLIENTS\\ENS\\CER1\\129852_ CERT-DECOM2021\\DE SIGN\\CADD\\DW GS\\PROCESS \\P102.DWG 9/ 1/2022 7:58 :23 AM EAPULCHER 1 2 3 4 5 6 7 I 8 9 10 1 1 12 13

n o. I date I by I c kd I description

A pa,19 122I AA I ED IS SUE D 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

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1 1l ~ PRE LIMI NAR Y - NOT 1: i F 

~ FOR C ON STRU CTION

~ M£DO NN EL L ~ U RNS

~ 9400 WARD PAR KW A Y KANSAS CITY, MO 64114 G 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. AN STA ETT designed ch ecked E. DUL LE E. DULLE

H

Cimmaron Environmental Response Trust GROUNDWATER EXTRACTI ON AND INJECTlm I FLOW RATE SUMM AR Y

projec t I cont ra ct 142089 drawing rev. BMCD-GWREMED-P205 - A

sheet of sheets I file P205.D WG Z :ICLIENTS IENS\\CERT\\129852_ CERT-D ECOM2 021 \\DESIGNI CADDIDWGSIP RO CESSIP2 05. DWG 9/1/2 022 7:59:08 AM EAPUL CHER I 2 3 4 7 8 9 10 11 12 13

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 A 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 B 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 I PERIODS. C 965 965 5. THE CALCULATED GROUNDWATER I I SURFACE AT DESIGN INJECTION RATE DOES NOT CONSIDER GEOMEMBRANE I INSTALLATION ON THE ENDS AND 990 §E APPROX. 990 960 960 SOUTHERN SIDE OF INJECTION
--- ~ ~ - EXISTING - TRENCHES.
--- ~ ;;',__ _ GRADE,TY 6_ EXISTING GRADE SURVEYED 09/06/16.

0* 985 985 955 955 D

980 980 950 

- ---- 12 oz. APPROX.
--- NON-WOVEN EXISTING
- GEOTEXTILE GRADE, TYP. --===t=Cj, 0 50' ~ 100' 975 975 945 945 PLAN VIEW ~ I SCALE IN FEET

---- SILICA GRAVEL SECTION VIEW O 5, 10*
------- TYP.

970 970 940 VERTICAL ~""""'i,s.,cA*L*E l~N~FE~ET"""""""""'I

HORIZONTAL 0 50' 100' 

- APPROXIMATE GROUNDWATER I
-*****-* - APPROX. BOTTOM - --SURFACE AT DESIGN SCA LE IN FEET
- -=i.- --..- --- _-'C_+--+---- DF TRENCH 1 TYP. - INJECTION RATE 935 --

965 - --- -s-----+-- ---- --965 935 PRELIMINARY - NOT F 

- - t--- ---*-**----******'""APPROX.BOTTOM APPROX. STATIC
--t-------- -n F SANDSTONE A --+---- GROUNDWATER FOR CONSTRUCTION

,----------t ---- ELEVATION 960 960 930 0+00 1+00 2+00 3 +00 ~BURNS APPROXIMATE STATIC ~MS:DONNELL GWI-WU-01 ED GROUNDWATER ELEVATION 925 9400 WARD PARKWAY KANSAS CITY, MO 64114 G OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400

TRENCH COORDINATES GEOMETRY TABLE date detailed 920 SEPTEMBER 2022 M. CARLIN NORTHING EASTING DESCRIPTION designed checked 320800 2092461 BEGIN TRENCH B. WEIS J. HESEMANN 320693 2092492 GWI-WU-01 320585 2092523 END TRENCH 915 915

H

910 0+00 1+00 2+00

GWI-BA1-02 ED Cimarron Environmental Response Trust INJECTION TRENCH DETAILS - SHEET 1 TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION project contract 322767 2095435 BEGIN TRENCH 142089 I 322713 2095435 GWI-BA1-02A drawing rev. 322660 2095435 END TRENCH BMCD-GWREMED-C102 - A

sheet of sheets file C102 INJ TRN DET 1.DWG Z :\\CUENTS\\ENS \\CE.Rn129352_CE RT-DECOM2021 '.DESIGNlCAOD\\DVVGS\\C!VlL\\C102 INJ TRN DE T *J.DWG 8/2$/2022 9 DD: 40 AM EAPU LCHEP 2 3 4 5 6 7 8 9 10 11 12 13

no. I date I by I ckd I description A 8/25/2 EAP JRH ISSUED FOR PRELIMINARY DESIGN 

----- \\ / GET NOTES:

~BSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION c:::, ~ GWI-B BEGIN "' AND IS PROJECTED TO THE TRENCH
~ ; TRENCH
  • ALIGNMENT AT THE PROPOSED A
~~ STA0+ QQ__ CONSTRUCTION LOCATION.

SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED 

~ ~ ?4 ~-i_--; APPROXIMATE.
2. REFER TO SHEET M102 FOR INJECTION END WELL CONSTRUCTION DETAILS.

ENGH \\,.,_ 3. WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE B DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED BY 

~ :::-- - '---. ~,--fff~ss ENGINEER.
~ 4. STATIC GROUNDWATER ELEVATION
~I~~~ ~ ~ GW I-BA1-01 ~ ESTIMATES PROJECTED FROM
/ "'\\ 1/ ~ Ir?\\ ~ 15'o -, ~ ~ ss, "-- '-------.A MONITOR WELLS IN CLOSE PROXIMITY, AND VARY BASED ON WET/DRY PERIODS.. C
5. EXISTING GRADE SURVEYED 09/06/16.

I C) 0 z.,, 960 _J ~ + f- ~ _J D <( 960 ----------,----- ---, -- w s z f-W (f) 

~~~

_J - ' (D I _,~ + 955 955 955 955 C) _,.,,: <i: ca o D 

~.. WO ~ i <>:
--- :c -- - ¥i-gl--~--- --ll---------- r-- +
----C> --- -z ~ zo

-**-- w - ~ <{ 950 950 '.!-'2-- --;;;a-;+/-l-:,---- ~ r-------i-- 950 950
-ca(/)

0 50' 100' PLAN VIE W ~- I 945 945 SCALE IN FEE T

APPROXIMATE EXISTING GRADE APPROXIMATE EXISTING GRAD SECTION VIEW 0 5' 10' 

- 3'MIN. VERTICAL --

SCAL E IN FEET 940 940 REPLACED - 940 SOIL, TYP. - HORIZONTAL k0 50' 100' 

- I SCAL E IN FEET

935 935 APPROXIMATE GROUNDWATER PRELIMINARY - NOT F SURFACE AT DESIGN INJECTION RATE FOR CONSTRUCTION 930 APPROXIMATE GROUNDWATER 930 SURFACE AT DESIGN INJECTION RATE ~BURNS A PPROXIMATE STA TIC APPROXIM ATE BOTTOM GROUNDWATER ELEVAT ION OF TRANSITION ZONE ~M~DONNELL

925 ---J, :,=..,=*Pf-'r 925 925 DEPOSITS 9400 WARD PARKWAY KANSAS CITY, MO 64114 G OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400

date detailed 920 SEPTEMBER 2022 M. CARLIN

designed checked B. WEIS J. HESEMANN

9 15 915 915 915 APPROX IMATE OTTOM OF TRENCH - H

910 910 910 9 10 0+00 1+00 2+00 0+00 1+00 2+00

GWI-BA1-03 ED GWI-BA1-04 ED Cimarron Environmental Response Trust INJECTION TRENCH DETAILS - SHEET 2

TRENCH COORDINATES GEOMETRY TA BLE TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION NORTHING EASTING DESCRIPTION project contract 322844 2095352 BEGIN TRENCH 322892 2095430 BEGIN TRENCH 142089 I 322811 2095391 GWI-BA1-03A 322845 2095475 GWI-BA1-04 drawing rev. A

322779 2095430 END TRENCH 322798 2095519 END TRENCH BMCD-GWREMED-C103 - sheet of sheets file C103INJTRNDET2. DWG Z :\\CLIENTSIENS\\CERTl129852_CERT-DECOM202 11DESIGN\\CADO\\DWGS\\CIVll\\C103 INJ TRN DET2.DWG 8125/2022 8*59:59 AM E~PULCHER 2 3 4 5 6 7 8 9 10 11 12 13

30" DIAMETER H-20 no.I date I by I ckd I description RATED STEEL MANHOLE EP RH ISSUED FOR 

@ WITH 3/8" DIAMOND PRELIMINARY DESIGN PLATE STEEL COVER COMPACTED BACKFILL NOTES:

EXISTING GROUND 1. SUBCONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION. A

2. INJECTION WELL SCREEN AND CASING LENGTHS VARY. REFER TO DRAWING M202 FOR INJECTION WELL CONSTRUCTION DETAILS.

36" REFER TO DRAWINGS C102 THROUGH C104 FOR TYPICAL INJECTION TRENCH PROFILES.

3. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. B
4. REFER TO DRAWING C101 THROUGH C104 FOR TRENCH CONSTRUCTION 2" SCH. 80 PVC DETAILS.
5. A CAPPED 1-INCH GALVANIZED STEEL PIPE (NOT DEPICTED) SHALL EXTEND FROM APPROXIMATELY 5 TRANSDUCER CABLE FT BELOW GRADE TO 5-FT ABOVE GRADE AT EACH WELL. A METAL TRENC H BACKFILL GRAVEL TAG DISPLAYING THE WELL C (SEE NOTE 4) IDENTIFICATION WILL BE FASTENED 6" INJECTION WELL TO THE STEEL PIPE.

SCREEN AND CASING (SEE NOTE 2)

1 1/4" SDR-11 HDPE INJECTION DROP PIPE 6" DIA. END CAP D

SECTION A BOLLARD(TYP.4) ~ TYPICAL INJECTION TRENCH WELL C005 (SEE NOTE 1) \\ NOTTO SCALE BOLLARD (TYP. 4) -----.._ 30" DIAMETER H-20 (SEE NOTE 1) ' 30" DIAMETER H-20 

~ ' RATED STEEL MANHOLE RATED STEEL MANHOLE
~ ;~* WITH 3/8" DIAMOND WITH 3/8" DIAMOND PLATE STEEL COVER @ PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX INSTRUMENTATION JUNCTION BOX EXISTING GROUND (SEE NOTE 3) (SEE NOTE 3)

POWER JUNCTION BOX EXISTING GROUND POWER JUNCTION BOX (SEE NOTE 3) (SEE NOTE 3) T PRELIMINARY - NOT F 36" 36" FOR CONSTRUCTION 

~BURNS COMPACTED BACKFILL ~M!:DONNELL

COMPACTED BACKFILL KANSAS CITY, MO 64114 9400 WARD PARKWAY 2" SCH. 80 PVC 816-333-9400 G PROVIDE PUMP SUPPORT CABLE OKLAHOMA FIRM LICENSEE NO. 421 PITLESS ADAPTER date detailed SEPTEMBER 2022 E. PULCHER PUMP POWER CAB LE designed checked TRANSDUC ER CAB LE PIPE TO PUMP OU TLET E. DULLE R. HORMELL 12"(M IN. ) 11/4" SDR-11 HOPE DROP LEVEL TR!INSDUCER 4" SUBMERSIBLE PUMP W/ 3-f'H!I SE PIPE TO PUMP OUTLET 4" SDR-11 HOPE 0.06" --- (BY OTHERS) 480V ELE CTRIC MOTOR (BY OTHERS) H SLOTTED PIPE (SEE NOTE 5) TRENCH BACKFILL GRAVEL

6" EXTRACTION WELL SCREEN AND (SEE NOTE 4) CASING (SEE NOTE 3) 11. Cf) 

"" N Cimarron Environmental Response Trust 4" SUBMERS IB LE PUMP W / 3-PHi\\SE 480V ELECTR I C MOTOR (BY OTHERS) INJECTION AND EXTRACTION WELL DETAILS

SECTION B SECTION C project contract TYPICAL EXTRACTION WELL C005 TYPICAL EXTRACTION SUMP C005 142089 I NOTTO SCALE NOTTO SCALE drawing rev. BMCD-GWREMED-M102 - A

sheet of sheets file M102.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADDIDWGS\\MECHANICAL\\M102.DWG 9/1/2022 7:59:52 AM EAPULCHER 2 4 5 7 9 10 11 12 13

no_J date J by J ckd J description A 08122122 EP RH ISSUED FOR PRELIMINARY DESIGN NOTES:

1. INJECTION INFLUENT WATER STREAM WILL BE SUPPLIED FROM THE NORTH SIDE OF THE INJECTION CONTAINER.

INSTALL FLANGED CONNECTIONS A 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 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

_-,. __ -,. __,-.-"'I""'""'.:,,..,,_...,__,..,. __ _.-,-...--...-......_,...._"-.,....,_-.. __ -, __ -.._-,,~,_,....,_~~---,,, ~, -.., r *;**"- ~ --* ~ - -* / \\ NORTHEAST OF THE INJECTION CONTAINER AND STUBBED UP NEAR THE NORTHERN EXTERIOR WALL. 

/. / SUPPLIER SHALL PROVIDE AND C
// / E E E INSTALL LOCATIONS FOR POWER
/ C SUPPLY CONNECTION AND ALL
/ ASSOCIATED APPURTENANCES FOR
/ CONNECTIONS, PENETRATIONS. AND
'/ / ROUTING AS NECESSARY.
/ / / / -(BY OTHERS) /INJECTION CONTAINER 5. BURIED INJECTION SUPPLY PIPING

/ / WILL BE SUPPLIED FROM SOUTH OF
/
// INJECTION CONTAINER AND STUBBED
/ UP THROUGH FLOOR OF CONTAINER. D
/ LOCATIONS ARE SHOWN FOR MCC/CONTROLPANELAREA / INFORMATION ONLY. INJECTION SKID (SEE NOTE 4) SUPPLIER SHALL PROVIDE LOCATIONS
/ FOR INJECTION FLOOR PENETRATION 500-GALLON INJECTION FEED TANK AND LOCATIONS FOLLOWING DETAILED 55-GALLON METERING TANK AREA REFER TO DESIGN.

8' (SEE NOTE 2) 1/,:( VFS-EPM-000-DWG -G-1 30 6. REFER TO K-EPM-DWG-C-110 FOR 

---- IS - ~--- WATF SITE PLAN.

/ / / / / /
/ / 7. REFER TO DRAWINGS P103 AND P104
~ // / 1/, / / FOR PROCESS AND INSTRUMENTATI

/ / / / / DIAGRAMS.
/ / / / / / / /

INJECTION MANIFOLD AREA / //, / / 8. INSTALL FLOW METER WITH A MINIMUM (SEE NOTE 5) / / / / / / 

/ A OF 5 STRAIGHT PIPE DIAMETERS
/ / UPSTREAM AND 2 STRAIGHT PIPE
// / DIAMETERS DOWNSTREAM FROM THE
/ ELECTRODE PLANE.
/ //
/
/ /
/ / PRELIMINARY - NOT F
/ /

FOR CONSTRUCTION 

/
~. ~BURNS
~MSDONNELL

KANSAS CITY, MO 64114 9400 WARD PARKWAY L-----~"-'-------i l---- --------- ------------- ---- -20' 816-333-9400 G J __ OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 E. PULCHER designed checked E. DULLE R. HORMELL

,.,e,en,o, '""" u<c ~ (SEE NOTE 5) ~ INSTRUMENTATION CABLE H

TO GWI-WU-01A

Cimarron Environmental Response Trust WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT PLAN WESTERN AREA TREATMENT coos project J contract INJECTION SYSTEM LAYOUT 142089

0,. 2' drawing rev. A

SCALE IN FEET BMCD-GWREMED-M103 - 

~- I sheet of sheets file M103.DWG Z:\\CLIENTS\\ENS\\CER1' 129852_ CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\MECHANICAL\\M1 03.DWG 8/22/2022 12:52:07 PM EAPULCHER

- ------- -------~

2 3 4 9 10 11 12 13

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 V.! 22 POWER AND CONTROL CABLE ROUTING DETAILS, LOCATED IN APPENDIX J-2.

1,-----------------------"- j-",-- --t"'---,-?-- -j-~----- 40' -----+w-, -f------------------------------- 4. BURIED POWER AND INSTRUMENTATION CABLE WILL BE SUPPLIED FROM SOUTHWEST OF THE INJECTION SKID ENCLOSURE AND STUBBED UP NEAR THE SOUTHWESTERN EXTERIOR WALL. C 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 D INJECTION MANIFOLD STUBBED UP THROUGH THE FLOOR OF AREA (SEE NOTE 5) THE CONTAINER. LOCATIONS ARE SHOWN FOR INFORMATION ONLY.

SUPPLIER SHALL PROVIDE LOCATIONS FOR INJECTION FLOOR PENETRATION LOCATIONS FOLLOWING DETAILED DESIGN. 950-GA LLON INJECTION - 6. INJECTION SKID ENCLOSURE HEIGHT FEED TANK AND 55-GALLON SHALL BE 9' 6." METERING TANK AREA (SEE NOTE 2) 7. ENCLOSURE SHALL BE INSULATED TO OBTAIN MINIMUM U-FACTOR OF 0.065.

8. REFER TO P104 FOR PROCESS AND INSTRUMENTATION DIAGRAM.

j 9. REFER TO K-EPM-DWG-G-200 FOR BA1 MCC/CONTROLPANEL-- / GENERAL ARRANGEMENT PLAN, AREA (SEE NOTE 4) INJE CTI ON INFLUENT LOCATED IN APPENDIX J-5. CONNECTION FLANGE (SEE NOTE 1) IN,JECTION CONTAINER PRELIMINARY - NOT F (SEE NOTES 6-9, PROVIDED TO POWER DISTRIBUTION - L rn coM""' 'CATio,s ecccaox c-, SY OTHERS) FOR CONSTRUCTION RACK (REFER TO E-SERIES (REFER TO VFS-EPM-000-DWG-E-211 FOR DRAWINGS FOR DETAILS) DETAILS, LOCATED IN APPENDIX J-5) CONCRETE P/\\D FOR SKID

ENCLOSURE \\BY OTHERS) ~BURNS TO URANIUM IX TREATMENT SKID (REFER ~MSDONNELL TO VFS-EPM-000-DWG-E-211 FOR DETAILS, LOCATED IN APPENDIX J-5) 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 PLAN @ date detailed BURIAL AREA 1 GROUNDWATER C009 SEPTEMBER 2022 E. PULCHER INJECTION SYSTEM LAYOUT designed checked 4' E. DULLE R. HORMELL I SCALE IN FEET

H

Cimarron Environmental Response Trust BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT

project contract 142089 I drawing rev. A BMCD-GWREMED-M104 - sheet of sheets file M 104.DWG Z:\\CLIENTS\\ENS\\CER1\\129852 _ CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\MECHANICAL\\M104.DWG 9/1/2022 7:57:32 AM EAPULCHER 2 3 4 7 8 9 10 11 12 13

no. [ date J by J ckd J description

A ps122122j AA j ED IS SUED FOR PRELIMIN ARY DESIGN NOTES:

1. AC TU AL INJECTION WELL DEPTH S, WA Injection Well Construction Details BA1 Injection Wel l Construction Details DRA IN PIPE LENGTHS W ILL BE TRENCH SCREEN LENGTHS, A ND

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. INJ ECT ION TRENCH WELL GWI-BA1-02A 24 6 1.25 23 PVC 10 0.06 Gravel Backfill GW I-BA 1-01A WAS INSTALLED DURIN G 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

---': F PRELIMINARY - NOT j FOR CONSTRUCTION 

'1 MSDONNELL ~URNS j

9400 WARD PARK WAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A.A NSTAETT designed checked E. DULLE E.DULLE

H

Cimarron Environmental Response Trust CONSTRUCTION DETA ILS INDE X I INJECTION WELLS

projec t 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

no.j date I by I ckd I description WESTERN AREA INJECTION SYSTEM ENCLOSURE A p8119122i EAA I JRH ISSUED FOR PRELIMINARY DESIGN CHEM ICAL -1:0i-= I LOI -~ NOTES: PRE-TREATMENT TK 003 1103 ~ 7 DRUM (BY OTHERS) -- - ----.__ I 1. LEVEL SWITCH LOW; CEASE I TREATED WATER INJECTION MODE. FORCE MXR-001 OFF VIA HARDWIRE NOTE3-<>I ACTION. FORCE MOV-002 CLOSED A VIA HARDWIRE ACTION. ..._ 55GAL,,L__/LSL\\__ _. _s, ~ 1 I 2. LEVEL SWITCH HIGH; CEASE 1/4" O.D. ---- TREATED WATER INJECTION MODE. DOUBLE-WALLED FORCE MOV-002 CLOSED VIA POLYETHYLENE HARDWIRE ACTION. 

~1/4"0.D. CHEMICAL 3. LEVEL SWITCH LOW; CEASE DOUBLE-WALLED INJECTION LINE TREATED WATER INJECTION MODE.

I/' SC,r, FC' FORCE MOV-002 CLOSED VIA POLYETHYLENE ---t-c=+-=+---------------------------------------------------------7 1,002,, 1,001,, I HARDWIRE ACTION. B CHEMICAL I/' YI "VHS' ON/OFF / 1/4" O.D. DOUBLE-WALLED I INJECTION LINE MP-001 4. HIGH/LOW FLOW RATE; CEASE I'- 002,, 1,1103 POLYETHYLENE CHEMICAL I TREATED WATER INJECTION MODE. NOTES 1,2,3,4,5 I INJECTION LINE : 5. HIGH PRESSURE AT PT-1102; SHUT I DOWN P-001, MP-001, AND MP-002 I AND CLOSE VALVE MOV-002. f-7 L-------------------------------------------------------------------- ------------ I 6. MOV-002 POSITION MODULATES ON ,~,,~, I TK-001 FLUID LEVEL. 

--+---+-=-+------------------------------------------------------------------------------ ------------~ '-003/1'-002/ 7. CONTROLS MP-001 AND MP-002 C YI,VHS, ON/OFF 1/4" O.D. DOUBLE-WALLED MP-002 "'" POLYETHYLENE CHEMICAL FEED RATE.

003 1104 / INJECTION LINE 8. LEAK DETECTED; SHUT VALVE NOTES 1,2,3,4,5 MOV-002.

1LAHHLA LL' 9. REFER TO VFS-EPM-DWG-P-110 AND VFS-EPM-DWG-P-115, LOCATED IN 

'(102,,,10102,; APPENDICES J2 AND J3,
'LAH'VLAL' RESPECTIVELY.

1102_; 10102,; 10. SPECIFICATIONS FOR APPLICABLE D PUMPS, PIPING, AND APPURTENANCES ARE SUBJECT TO LO I CHANGE DURING PHASE I 90% 1101 &l~-,~: ~~~i::£-!!£ 0---- ____________ _ ---- i'zc'VHs~ON/OFF DESIGN.

1,002~105./1 _ T _ _ ** TK-001 f I ~OTES 1,2,6 INJEC' IO N Ft:ED I (BY OTHERS) ' l~- I I I NOTES 2,3,4,5,B T A NK ~ / LSH I 

/ ! 1101 I I 1-E-
/ J I I f 1 I
' i I I I I G~o,e, @ I,,-z -rnw-ss
/ : I
=- f I _ !,1, 1 IH 0 H l~~ 1~- - I I I
! C.;~~ : ~rnGAL a~ j j CV-001 ~ FROM UIX fvlOV-002 TREATMENT TRAIN TO P-00 1 ! :,~:v 1 -F~ \\F C) PV NOTE 9
\\ 110:.J (BY OTHERS) PRELIMINARY - NOT 2 " DRAIN Mi\\GNETIC FOR CONSTRUCTION
~ SAMPLE PORT PRE-TREATMENT FLOWiv!ETER INJECTION QUILL WITH (BY OTHERS ) _J 0 CHECK VALVE (TYP. 2) ~BURNS

- "-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

WATF INJECTION SYSTEM INSTRUMENTATION MP-001 MP-002 H LOCATION PUMP ID LEAK DETECTION FLOW METER/ LEVEL SWITCH ID LEVEL TRANSDUCER CONTROL VALVE ID METERING PUMP METERING PUMP INDICATOR ID TRANSMITTER ID ID - TANK INFLUENT PIPING - - FT-1103 --MOV-002 MAKE: STENNER MAKE: STENNER LT-1102 MODEL: S3001AA101N MODEL: S3001AA101N INJECTION FEED TANK - - -- LSL-1101 - OUTLET TUBING SIZE: 1/4" OUTLET TUBING SIZE: 1/4" 

- -- -- LSH-1101 --- POWER: 120VAC POWER: 120 VAC MP-001 LDl-1102 - LSL-1102 LT-1103 MAX. CAPACITY: 5.0 GPD MAX. CAPACITY: 5.0 GPD CHEMICAL DOSING SYSTEM MAX. PRESSURE: 100 PSI MAX. PRESSURE: 100 PSI Cimmaron Environmental Response Trust MP-002 LDl-1103 - LSL-1103 LT-1104 -

INJECTION SYSTEM ENCLOSURE - LDl-1101 -- -- WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID - SHEET 1 project contract 142089 I drawing rev. BMCD-GWREMED-P103 - A

sheet of sheets I file P103.DWG Z:\\CLIENTS\\ENS\\CERTI129852_ CERT-DECOM2021 \\DESIGN\\CADD\\DWGS\\PROCESS\\P1 03.DWG 9/1/2022 7:58:29 AM EAPULCHER I 3 4 5 7 9 10 11 12 13

WESTERN AREA INJECTION SYSTEM ENCLOSURE no.I date I by I ckd I description

A 8/19/22 AA ED ISSUED FOR PRELIMINARY DESIGN NOTE? I - NOTES:

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

_W 2. LEVEL SWITCH LOW; CEASE 

~ TREATED WATER INJECTION MODE.

FORCE MXR-001 OFF VIA HARDWIRE INJECTATE ACTION. FORCE MOV-002 CLOSED VIA HARDWIRE ACTION.

3. LEVEL SWITCH HIGH; CEASE 1 1/2" - EGW - PVC P-001 TREATED WATER INJECTION MODE.

FORCE MOV-002 CLOSED VIA HARDWIRE ACTION. B

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, C MP-001, AND MP-002 AND CLOSE t---=ccc-+~-,--+-------7 VALVE MOV-002.

I I 8. SPECIFICATIONS FOR APPLICABLE I PUMPS, PIPING, AND I APPURTENANCES ARE SUBJECT TO I I CHANGE DURING PHASE I 90% I DESIGN. I I D I I I I I I I I I I I I P-001 NOTE 6 I I PRIMARY TRANSFER PUMP I MAKE: GOULDS I MODEL: 2ST1 E9F4 I I IMPELLER SIZE: 3-7/8-INCH GROUNDWATER INJECTION I OUTLET CONNECTION: 1-1/4" FNPT MANIFOLD LINE I HP: 1 HP I MAX. CAPACITY: 81 GPM I MAX. TOH: 51 FT PR E LIMINARY - NOT F A G I OPERATING CAPACITY: 30 GPM I RPM: 3500 SCH80 PVCt I FOR CONSTR U CTI ON HDPE I L UG 

~B U RNS 2" - EGW - HOPE ~MSDONNELL

9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 WATF INJECTION SYSTEM INSTRUMENTATION date detailed LOCATION PRESSURE FLOW METER/ LEVEL TRANSDUCER CONTROL VALVE ID PUMP ID VFDID SEPTEMBER 2022 A.ANSTAETT TRANSMITTER ID TRANSMITTER ID ID TO WELL GWI-WU-01 PT-1101 FT-1101 LT-1101 MOV-001 ---designed checked INJECTION SYSTEM ENCLOSURE - -- LT-1102 --P-001 VFD-001 E. DULLE E. DULLE

BRANCH LINE VALVE/ 2" - EGW-PVC H

PITLESS CLEANOUT VAULT ADAPTER (SEE C108)

LEVEL TRANSDU C ER (BY OTHERS) ---- ~---....,_

1 1/4" - EGW - HOPE Cimmaron Environmental Response Trust WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID II - SHEET 2 NOTE 1 project J contract GROUNDWATER INJECTION 142089 WELL GWI-WU-01 drawing rev. A BMCD-GWREMED-P104

sheet of sheets file P104.DWG Z:\\CLIENTS\\ENS\\CER1\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\PROCESS\\P104.DWG 91112022 7:58:34 AM EAPULCHER 3 4 5 7 9 10 11 12 13

no.I date I by I ckd I description

BURIAL AREA 1 SYSTEM ENCLOSURE - A 8/19/22 AA ISSUED FOR ED PRELIMINARY DESIGN 

- ~ s -$ NOTES:

CHEMIC1\\L PRE -TRE.i\\TMENT I CHEMICAL PRE-TREATMENT I 1. HIGH WELL WATER LEVEL; CLOSE I DRUM (BY OTHERS)-*~ I DRUM (B Y OTHERS)-~ I VALVE MOV-003. LOW WATER LEVEL; I I ADJUST INJECTION FLOW RATE AS ALLOWABLE. A

LSL-<> 2. LEVEL SWITCH LOW; CEASE 2103 I 55 GAL --0---------7 TREATED WATER INJECTION MODE. 1/4" O.D. DOUBLE-WALLED NOTE6 I FORCE MXR-002 OFF VIA HARDWIRE POLYETHYLENE CHEMICAL 1/4" O.D. DOUBLE-WALLED I ACTION. FORCE MOV-006 CLOSED FEED LIN E 1J POLYETHYLENE CHE MICAL I VIA HARDWIRE ACTION. I I 3. LEVEL SWITCH HIGH; CEASE 

-----------, : TREATED WATER INJECTION MODE.

I I FORCE MOV-006 CLOSED VIA 2"-EGW-PVC : I HARDWIRE ACTION. B

TO ADDITIONAL I I 4. HIGH/LOW PRESSURE; CLOSE VALVE INJECTION MANIFOLDT----,......,---~~------, I I MOV-003. LINES (QTY. 3) ---,._ __________...., I I 

~~&-~"N/OFF : ! : 5. HIGH/LOW FLOW RATE. CLOSE VALVE MOV-003.

I L------------------------------------------~ 6. LEVEL SWITCH LOW; CEASE I I I L _________________________________ -----7 I TREATED WATER INJECTION MODE. I FORCE MOV-006 CLOSED VIA I HARDWIRE ACTION. C I I 7. HIGH/LOW FLOW RATE; CEASE 1/4" O.D. DOUBLE-WALLED I TREATED WATER INJECTION MODE. POLYETHYLENE CHEMICAL I INJE CTI ON LINE I 8. HIGH PRESSURE; CEASE TREATED I WATER INJECTION MODE. PAH PAL I 2101 2101/ I 9. MOV-006 POSITION MODULATES ON I TK-004 FLUID LEVEL. NOTE 4 I I 10. CONTROLS MP-003 AND MP-004 _________ -+-=zccc-++.Hccsc-1 FEED RATE. D 016 210~ FAH FAL 11. LEAK DETECTED; CLOSE VALVE I NOTES 2,3,5,6,8, 11 MOV-006. 314,, PVC \\..2101/ \\..2101 I NOTES 2,3,6,7,B I 12. REFER TO VFS-EPM-DWG-P-110 AND I FT I VFS-EPM-DWG-P-215, LOCATED IN I : ~-~ r xoAzj 2106 0) APPENDICES J2 AND J5, 

~ ~ VFD-0~ Hl~ lf------v'1---"',/j: - 2 ' - EG\\/V
  • PVC RESPECTIVELY.
~~ I NOTE5 13. REFER TO DRAWING M203 FOR MOV-007 CV -004 FROM TK-202 PIPING SPECIFICATIONS.

(FC) EFFLUE NT TANK GROUNDWATER INJECTION NOTE 12 MANIFOLD LINE (TYP.) NOTE10 1 1/4" - EGW - PVC -~ ~ DRA IN AG S-BA I PRE-TREATMENT SCH80 PVCt INJECTION QUILL W ITH HDPE

  • I INJECTION FEED CHECK VALVE (TYP. 2) PRELIMINARY - NOT F UG I TANK (BY OTHERS)

I FOR CONSTRUCTION I I L_ [ __ ----

1 ~BURNS I "-.MSDONNELL I I BA1 INJECTION SYSTEM INSTRUMENTATION I 9400 WARD PARKWAY I LOCATION PRESSURE FLOW METER/ LEVEL PUMP ID VFDID LEAK DETECTION LEVEL SWITCH ID KANSAS CITY, MO 64114 816-333-9400 G I TRANSMITTER ID TRANSMITTER ID TRANSDUCER ID CONTROL VALVE ID INDICATOR ID OKLAHOMA FIRM LICENSEE NO. 421 CLE ANOU T I TO WELL GWI-BA1-01 PT-2101 FT-2101 LT-2101 MOV-003 - ---- I date detailed I TO WELL GWI-BA1-02 PT-2102 FT-2102 LT-2102 MOV-004 -- ----- SEPTEMBER 2022 A.ANSTAETT I TO WELL GWI-BA1-03 PT-2103 FT-2103 LT-2103 MOV-005 -- ---- designed checked I I TO WELL GWI-BA1-04 PT-2104 FT-2104 LT-2104 MOV-006 -- ---- E. DULLE E. DULLE I PT-2105 FT-2105 - -- P-002 VFD-002 LDl-2101 -- I INJECTION SYSTEM ENCLOSURE 2" -EGW-PVC I INFLUENT PIPING - FT-2105 -- MOV-007 -- ---- PITLESS BRANCH LINE VALVE! I LSL-2101 H DAPTER CLEANOUT VAULT I INJECTION FEED TANK - - LT-2105 - -- --- A (SEE C108) I LSH-2101 I MP-003 -LDl-2102 LSL-2102 1 114" - EGW-HOPE I CHEMICAL DOSING SYSTEM - - - - I MP-004 LDl-2103 LSL-2103 I I LEVEL I I P-002 MP-003 MP-004 Cimmaron Environmental Response Trust V / TRANSDUCER JBY OTHERS) I PRIMARY TRANSFER PUMP I METERING PUMP METERINGPUMP BURIAL AREA 1 GROUNDWATER I MAKE: GOULDS MAKE: STENNER MAKE: STENNER INJECTION SYSTEM P&ID 0 -+--~_LA_H-+-~-Lc-t- _______________________ J MODEL: 2ST1 E9F4 MODEL: S3001AA101N MODEL: S3001AA101N 2101 2101 IMPELLER SIZE: 3-7/8-INCH OUTLET TUBING SIZE: 1/4" OUTLET TUBING SIZE: 1/4" project contract 

~ OUTLET CONNECTION: 1-1/4" FNPT POWER: 120VAC POWER: 120 VAC 142089 I NOTE 1 HP: 1 HP MAX. CAPACITY: 5.0 GPO MAX. CAPACITY: 5.0 GPO GROUNDWATER INJECTION MAX. CAPACITY: 81 GPM MAX. PRESSURE: 100 PSI MAX. PRESSURE: 100 PSI drawing rev.

WELL MAX. TOH: 51 FT BMCD-GWREMED-P105 A (TYP. OF 4) OPERATING CAPACITY: 68 GPM RPM: 3500 sheet of sheets file P105.DWG Z:\\CLIENTS\\ENS\\CERTI129852_CERT-DECDM2021\\DESIGN\\CADD\\DWGS\\PROCESS\\P105.DWG 9/1/2022 7:58:40 AM EAPULCHER 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 A ID (gpm) (gpm) (gpm) Well/Trench ID (gpm) ID (gpm) (gpm) (gpm) ID (gpm) (gpm) (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-BA 1-02 5 13 7

C l D i ~ " ~ 

~

f-E- 

~
]
~

11-== -= PRELIMINARY - NOT F FOR CONSTRUCTION 

~URNS

'J ~ M~DONNELL

KANSAS CITY, MO 64114 G 9400 WARD PARKWAY OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400

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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