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)
v • d • e


Text

2 3 4 5 7 9 10 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 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 WI- Zl--

I

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

(.) I

5. STATIC GROUNDWATER ELEVATION t* PPROX. ~ .,. * **  ! 950 I
        • 3' MIN.

~---1***--***

1 950 ESTIMATES ARE PROJECTED FROM

, - REPLACE ISTING g:l<;L ... C

[=:::... --- - soIL, TYP. ADE, f- '°"---i-----J

~ -~ --

MONITOR WELLS IN CLOSEST PROXIMITY, AND VARY BASED ON 945 1- -* 1 -- - f - --<Ultn- - , * - - - - - - -

945 950 - -+-- - - - < - -***-*--l -- l- - - + - - - ---1

- - - j - - - - { - jf--- - - + - --1-- - + - - -- f--- -

950 WET/DRY PERIODS.

6. EXISTING GRADE SURVEYED 09/06/16.
7. SUMP LOCATIONS SHOWN ARE APPROXIMATE, FIELD VERIFY LOW POINT IN EXCAVATIONS FOR ACTUAL 940 940 SUMP LOCATIONS.

D 940 935

~

SILICA GRAVEL:- - -

TYP .

935 930 930 0 50' 100' APPROX. STATIC PLAN VIEW I i'cecs'l-- + - --==t----A,PPROX. STATIC GROUNDWATER SCALE IN FEET GROUNDWATER ELEVATION ELEVATION 930 SECTION VIEW O 5, 10 ,

925 I 925 VERTICAL i,....~-~-...z~~~~I

-** *@ -- 3 4" PERFORATED Cl0 8 _ PIPE WITH FABRIC.

... 925 925 HORIZONTAL ,_

0 SCALE IN FEET 50' 100' I

. ,* FILTER,TYP _ SCALE IN FEET 920 920

-*-- SILICA GRAVEL, TYP. PRELIMINARY - NOT F 915 ,.

- *- - **-----i-*-

- !---*-* ----~

. *,----+-----+------!

I

- - - - - 915 920 4" PERFORATED ~ O FOR CONSTRUCTION

- PIPE WITH FABRIC - C 3 0+00 1+00 2+00 FILTER, TYP. - 108

~BURNS I I*--* ~MSDONNELL ED 915 915 GETR-WU-01 --.APPROX.

- * - * - * - - * -BOTTOM OF

................... *-* ... TRENCH, TYP *-**** ****** 9400 WARD PARKWAY

- - -*****-*..**-*****- *TRENCH KANSAS CITY, MO 64114 816-333-9400 G 910

  • EXTRACTION SUMP 910 OKLAHOMA FIRM LICENSEE NO. 421 TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 0+00 1+00 date detailed 2091642 BEGIN TRENCH SEPTEMBER 2022 M. CARLIN 321269 321274 2091756 GETR-WU-01A designed checked ED GETR-BA1-02 B. WEIS J. HESEMANN 321341 2091843 END TRENCH TRENCH COORDINATES GEOMETRY TABLE H NORTHING EASTING DESCRIPTION 322841 2095396 BEGIN TRENCH 322839 2095445 GETR-BA1-02A 322804 2095494 END TRENCH Cimarron Environmental Response Trust EXTRACTION TRENCH DETAILS project 142089 I contract drawing rev.

BMCD-GWREMED-C101 - A 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 i 7 8' OPEN-BOTTOM HDPE OR STEEL BOLLARD@

(TYP.4)

A 8/22/22 EP NOTES:

RH ISSUED FOR PRELIMINARY DESIGN 2" SCH. 80 PVC VAULT WITH STEEL LID (SEE NOTE 1)

I I UNION(TYP.) /

EXISTING GROUND

1. SUBCONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO r=r== = = ! = = ~ ~INSTRUMENTATION ==~= ==_j CONSTRUCTION. A I 2" SCH. 80 PVC TRUE-UNION BALL BOX \SEE NOTE 7)

,!UNCTION

2. SUBCONTRACTOR SHALL ORIENT VALVE VALVE OPERATORS TO PREVENT POWER JUNCTION BOX r- IN-LINE PRESSURE INTERFERENCES WITH ADJACENT (SEE NOTE 7)

/ TRANSMITTER I I (BY OTHERS)

VAULT, PIPE, VALVES, AND FITTINGS.

3. EXTRACTION WELL AND TRENCH PRESSURE I

SUMP SCREEN AND CASING LENGTHS I GAUGE (TYP. 2)

AND MATERIALS VARY. REFER TO DRAWINGS M102 AND M201 FOR EXTRACTION WELL AND TRENCH 8 I SUMP CONSTRUCTION DETAILS.

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 CHECK VALVE ADJUSTABLE PAINTED STEEL STRAIGHT PIPE DIAMETERS DOWNSTREAM FROM THE ELECTRODE PIPE SUPPORT WITH PIPE SADDLE PLANE.

FLOW METER TEST/

I I DOUBLE WASHED 57/67 CLEAN STONE CALIBRATION PORT (TYP.)

6. REFER TO SPECIFICATIONS FOR ADDITIONAL PIPE FITTINGS AND 6" MIN. DEPTH LAYOUT DETAILS.

I I SECTION

7. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. D TYPICAL EXTRACTION WELL/SUMP --

I I AND VALVE/METERING VAULT ......,..

NOTTO SCALE I I I I J_ POWER CABLE CONDUIT (SEE NOTE 7)

~ =-

F

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

I 0 I \

\ '-- POWER JUNCTION II \

\

BOX (SEE NOTE 7i

~BOLLARD~

(TYP.4) ~ PRELIMINARY - NOT I I L INSTRUMENTATION (SEE NOTE 1)

F JUNC TION BOX FOR CONSTRUCTION II 2" SCH. 80 TRUE- \SEE NOTE 7)

I I UNION BALL VALVE (SEE NOTE 2)

~BURNS I rrll I /

IN-LINE PRESSURE TRANSMITTER iB Y OTHERS)

FLOW METER TEST/

CALIBRATION PORT AND

~MSDONNELL

~

I

//~ ~

2" SCH. 80 PVC 9400 WARD PARKWAY

)" </v

. GLOBE VALVE PRESSURE TEST P O R T / ;~:Jl:N:DPE KANSAS CITY, MO 64114 G

I 816-333-9400 I f'S'S //) (SEE NOTE 2)

~/'3 OKLAHOMA FIRM LICENSEE NO. 421 r',~"' '-J,

-r

-::. .-=- ennY _J date detailed I ~

~~~"/

I PVC TO HDPE SEPTEMBER 2022 designed E. PULCHER checked MAGNETIC _ / 2" THREADED E. DULLE R. HORMELL

':::/~~" FLOW METER CHECK VALVE TRANSITION COUPLING I EXTRACTION  ::ONTRACTOR TO FIEJ (SEE NOTE 5 PROVIDED BY 2" SCH. 80 PVC 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 0 0 EXTRACTION WELL/SUMP AND VAULT DETAILS L --- - \ 7~ - J PLAN ~

project 142089 I contract drawing rev.

TYPICAL EXTRACTION WELL/SUMPgggj BMCD-GWREMED-M101 A

~

AND VALVE/METERING VAULT COOS 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 INSTRUMENTATION JUNCTION BOX no.I date I by I ckd I description 30" DIAMETER H-20 (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:

1. SUBCONTRACTOR SHALL VERIFY EXISTING GROUND 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.

REFER TO DRAWINGS C102 36" 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 D

6" DIA. END CAP 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 PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX

@ WITH 3/8" DIAMOND PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX (SEE NOTE3) (SEE NOTE 3)

EXISTING GROUND EXISTING GROUND POWER JUNCTION BOX 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 816-333-9400 G 2" SCH. 80 PVC PROVIDE PUMP SUPPORT CABLE PROVIDE PUMP SUPPORT CABLE OKLAHOMA FIRM LICENSEE NO. 421 PUMP POWER CABLE PITLESS ADAPTER date detailed SEPTEMBER 2022 E. PULCHER TRANSDUCER CABLE PUMP POWER CABLE 24" (MIN.) designed checked TRANSDUCER CABLE E. DULLE R. HORMELL 12"(MIN.)

LEVEL TR/\NSDUC ER ------.__ 4" SUBMERSIBLE PUMP W/ 3-f'HASE 11/4" SDR-11 HOPE DROP 480V ELECTRIC MOTOR (BY OTHERS)

(BY OTHERS\

PIPE TO PUMP OUTLET 4"SDR-11 HDPE0.06" - - - . H SLOTTED PIPE (SEE NOTE 5)

TRENCH BACKFILL GRAVEL (SEE NOTE 4)

LEVEL TRANSDUCER 6" EXTRACTION WELL SCREEN AND (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 C005 SECTION C C005 project 142089 I contracl TYPICAL EXTRACTION WELL TYPICAL EXTRACTION SUMP NOTTO SCALE drawing rev.

NOTTO SCALE BMCD-GWREMED-M102 - A sheet of sheets file M102.DWG Z:\CLIENTSIENSICER1\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 SCREEN LENGTHS AND DRAIN PIPE GETR-BA1-01B 19 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra1.el Backfill 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 142089 I contract drawing BMCD-GWREMED-M201 sheet file M201 .DWG of

- rev.

sheets A

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 GE1R-BA1-01A Grundfos 16S05-5 0.50 919.5 GE-WAA-04 Grundfos 25S15-9 1.5 915.0 GE1R-BA1-01B Grundfos 16S05-5 0.50 919.5 B GE-WAA-05 Grundfos 25S15-9 1.5 918.5 GElR-BA1-02A 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 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 PUMP SELECTION INDEX I

EXTRACTION WELLS/SUMPS project 142089 I contract drawing rev.

BMCD-GWREMED-M203 - A Z:ICLIENTSIENS\CERn129852_CERT-DECOM2021\DESIGNICADDIDWGS\MECHANICALIM203.DWG 911/2022 8:00:20 AM EAPULCHER

. sheet file M203.DWG of sheets

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 PRESSURE FLOW METER/ PRELIMINARY DESIGN PUMP ID VFDID LEVEL TRANSDUCER ID WELL/SUMP ID TRANSMITTER ID TRANSMITTER ID NOTES :

GE-WAA-02 P-1001 - PT-1001 FT-1001 LT-1001 GE-WAA-03 P-1002 - PT-1002 FT-1002 LT-1002 MOV-101 TO TK-101 INflUENT TANK

1. REFER TO DRAWING M201 AND M203 GE-WAA-04 P-1003 - PT-1003 FT-1003 LT-1003 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 LT-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 AGt-UG
5. LOW WELL WATER LEVEL; SHUT DOWN SUBMERSIBLE PUMP.
6. LOW/HIGH PRESSURE; SHUT DOWN SUBMERSIBLE PUMP.

HDPEt- 7. LOW/HIGH WATER FLOW RATE; SHUT SS DOWN SUBMERSIBLE PUMP .

8. CEASE GROUNDWATER EXTRACTION IGW -H DPE MODE SIGNAL FROM TREATMENT C (SEE NOTE 2) BUILDING; SHUT DOWN SUBMERSIBLE EXTRACTION WELL/SUMP PUMP.

PRESSURE TEST/

VAULT CALI BRATION PORT GROUNDWATER 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.

) ~OPE HOPE*( ) ~OPE 2"- IGW - PVC EXTRACTION WELL/SUMP BRANCH LINE CONNECTION (TYP.)

l----ll-'---~---- - - ~ 1011----=-"----+---~------I' EXTRACTION WELL/

SUMP CASING PITLESS ADAPTER 2" - IGW - HOPE (SEE NOTE 1) 2" - IGW - HOPE ~2"-IGW-PVC IGW- HOPE (SEE NOTE 1) c ------

SUBMERSIBLE PUMP (P- 1001)

-- - ------7 I (BY OTHERS) - I BRANCH VALVE/

CLEANOUT VAULT (TYP., SEE C108)

I I PRELIMINARY - NOT F I I FOR CONSTRUCTION VXA1 I --~ I I NOTES 5,6,7 ,B I ~BURNS

~M~DONNELL I I I I 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G L---~--------------~ OKLAHOMA FIRM LICENSEE NO. 421 GROUNDWATER EXTRACTION 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 142089 I contract drawing rev.

BMCD-GWREMED-P101 - A FROM EXTRACTION l'llli.S sheet of sheets fi le P101.DWG Z:\CLIENTS\ENS\CERl\129852_ CERT-DECOM2021 \DESIGN\CADD\DWGS\PROCESS\P 101 .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 PRESSURE FLOW METER/ NOTES :

PUMP ID VFD ID LEVEL TRANSDUCER ID 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 (FCJ NOTE3 SPECIFICATIONS.

GE-BA1-04 P-2003 PT-2003 FT-2003 LT-2003 A

2. PIPE DIAMETERS VARY. REFER TO 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 DOWN SUBMERSIBLE PUMP. B AGt-UG
6. LOW/HIGH PRESSURE; SHUT DOWN SUBMERSIBLE PUMP.
7. LOW/HIGH WATER FLOW RATE ; SHUT PRESSURE TEST DOWN SUBMERSIBLE PUMP.

PORT sst-HDPE

8. CEASE GROUNDWATER EXTRACTION MODE SIGNAL FROM TREATMENT BUILDING; SHUT DOWN SUBMERSIBLE PUMP. C PRESSURE TEST/

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.

GROUNDWATER EXTRACTION D

/2"-IGW-PVC TRUNK LINE PITLESS ADAPTER (SEE NOTE 1) 2" - IGW - HDPE IGW-PVC (SEE NOTE 2)

IGW-HDPE (SEE NOTE 1)

EXTRACTION WELL/SUMP VALVE/METER VAULT TRUNK LINE VALVE/

CASING (TYP.) CLEANOUT VAULT (TYP., SEE C108)

I - - - - - - - - ---- SUBMERSIBLE PUMP IP-2001) - 7 GROUNDWATER EXTRACTION I LEVEL TRJ\NSDUCER --L - (BY OTHERS) I TRUNK LINE I I

=={2-~~ ~1;-m (BY OTHERS) -

I I

-- YI 0---~ NOTES 5,6,7,8 I

I PRELIMINARY - NOT FOR CONSTRUCTION F

I mm I I ON/OFF I

~BURNS L _______ _ __________ J ~MSDONNELL GROUNDWATER EXTRACTION TRENCH SUMP/WELL WITHOUTVFD 9400 WARD PARKWAY KANSAS CITY, MO 64114

-i-----------7 (TYP. OF 3) 816-333-9400 G

,----- /

_,,,- SUBMERSIBLE PUMP (P-2006)

(BY OTHERS) I date OKLAHOMA FIRM LICENSEE NO. 421 SEPTEMBER 2022 detailed A. ANSTAETT 1

I LEVEL TRANSDUCER (BY OTHERS) ~ ___@ I designed checked

--~ I E. DULLE E. DULLE I NOTES 5,6,7,8 I I l.A-L 2004 LAL 2004 - ~v

( LT

    • 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 142089 I contract FROM EXTRACTION WELLS drawing rev.

BMCD-GWREMED-P102 A sheet of sheets file P102.DWG Z:\CLIENTS\ENS\CER1\129852_ CERT-DECOM2021\DESIGN\CADD\ DWGS\PROCESS\P102.DWG 9/1/2022 7:58:23 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 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 Injection Minimum Maximum Nominal Injection Minimum Maximum Nominal Extraction Minimum Maximum Nominal Minimum Maximum Nominal Well/Trench Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate Extraction Flow Rate Flow Rate Flow Rate A ID (gpm) (gpm) (gpm) ID (gpm) (gpm) (gpm)

ID (gpm) (gpm) (gpm) Well/Trench 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 GWI-BA1-04 5 12 10 GE-WAA-04 15 30 20 GETR-BA 1-01 5 13 7 B GE-WAA-05 15 30 25 GETR-BA1-02 5 13 7 C

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1 1: i PRELIMI NARY - NOT F

~ FOR CONSTRUCTION

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~ M£DONNELL

~ 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A . AN STA ETT designed checked E. DULLE E. DULLE H

Cimmaron Environmental Response Trust GROUNDWATER EXTRACTION AND INJECTlm I

FLOW RATE

SUMMARY

project 142089 I contract 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 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 965 965 5.

PERIODS.

THE CALCULATED GROUNDWATER C

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

~

APPROX.

- ---- 12 oz. EXISTING

---NON-WOVEN GRADE , TYP. --===t=Cj,

- GEOTEXTILE 0 50' 100' 975 975 945 945 PLAN VIEW ~ I SCALE IN FEET

SILICA GRAVEL SECTION VIEW O 5, 10*

TYP .

VERTICAL ~""""'i,s.,cA*L*El~N~FE~ET"""""""""'I 970 970 940 0 50' 100' APPROXIMATE GROUNDWATER HORIZONTAL I

- SCALE IN FEET

-**** *-* - APPROX. BOTTOM - -- SURFACE AT DESIGN 965 - -=i.- -- ..- --- -_'C_+-- + - - - -DF TRENCH 1TYP. - 965 INJECTION RATE 935 935

- - -- -s-- ---+-- - - - -- - PRELIMINARY - NOT F

- - t - - ----*- **-- --******'""APPROX.BOTTOM APPROX. STATIC

- - t - - - - - - - --n F SANDSTONE A - - + - - - - GROUNDWATER

, - - - - - - - - - - t- - - - ELEVATION FOR CONSTRUCTION 960 960 930 0+00 1+00 2+00 3+00 ~BURNS APPROXIMATE STATIC ~MS:DONNELL ED GROUNDWATER ELEVATION GWI-WU-01 925 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 date detailed TRENCH COORDINATES GEOMETRY TABLE 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 TRENCH COORDINATES GEOMETRY TABLE Cimarron Environmental Response Trust INJECTION TRENCH DETAILS - SHEET 1 NORTHING 322767 EASTING 2095435 DESCRIPTION BEGIN TRENCH project 142089 I contract 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_CERT-DECOM2021 '.DESIGNlCAOD\DVVGS\C!VlL\C102 INJ TRN DET *J .DWG 8/2$/2022 9 DD:40 AM EAPULCHEP

2 3 4 5 6 7 8 9 10 11 12 13

c:::,~ GWI-B BEGIN

\

/ GET no.

A I date I by I ckd I NOTES:

8/25/2 EAP

~BSURFACE INFORMATION SHOWN IS description JRH ISSUED FOR PRELIMINARY DESIGN BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH

~  ; TRENCH

  • ALIGNMENT AT THE PROPOSED A

~~ STA0+QQ__

~ ~ ?4 ~-i_- ;

CONSTRUCTION LOCATION.

SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED APPROXIMATE.

2. REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAILS .

END ENGH \,.,_ 3. WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE B

~~ :::--- '---.~

DEVELOPED BY JETTING WALLS WITH

,--fff~ss POTABLE WATER, AS DIRECTED BY ENGINEER.

~I~~~ ~~

4. STATIC GROUNDWATER ELEVATION ESTIMATES PROJECTED FROM

/ "'\ 1/~ Ir?\ ~ ~

GWI-BA1-01 ~

15'o -,~ ss, "-- '------- .A MONITOR WELLS IN CLOSE PROXIMITY, AND VARY BASED ON WET/DRY PERIODS .. C

5. EXISTING GRADE SURVEYED 09/06/16.

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950 950 ca(/) 950 0 50' 100' PLAN VIEW I SCALE IN FEET 945 945 APPROXIMATE EXISTING GRADE APPROXIMATE EXISTING GRAD SECTION VIEW 0 5' 10' VERTICAL

- 3'MIN .

k-SCALE IN FEET 940 940 REPLACED - 940 SOIL, TYP. - 0 50' 100' HORIZONTAL I SCALE IN FEET 935 935 APPROXIMATE GROUNDWATER PRELIMINARY - NOT F SURFACE AT DESIGN INJECTION RATE FOR CONSTRUCTION APPROXIMATE GROUNDWATER 930 930 SURFACE AT DESIGN INJECTION RATE APPROXIMATE STATIC ~BURNS APPROXIMATE BOTTOM GROUNDWATER ELEVATION OF TRANSITION ZONE

~M~DONNELL 925 925 925 DEPOSITS

---J,:,=.,=*Pf-'r 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G OKLAHOMA FIRM LICENSEE NO. 421 date detailed 920 SEPTEMBER 2022 M. CARLIN designed checked B. WEIS J. HESEMANN 915 915 915 915 APPROXIMATE OTTOM OF TRENCH -

H 910 910 910 910 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 TABLE TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION NORTHING EASTING DESCRIPTION project 142089 I contract 322844 2095352 BEGIN TRENCH 322892 2095430 BEGIN TRENCH drawing rev.

322811 2095391 GWI-BA1-03A 322845 2095475 GWI-BA1-04 322779 2095430 END TRENCH 322798 2095519 END TRENCH BMCD-GWREMED-C103 - A sheet of sheets file C103INJTRNDET2.DWG Z:\CLIENTSIENS\CERTl129852_CERT-DECOM20211DESIGN\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 no.I date I by I ckd I description 30" DIAMETER H-20

@ RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER COMPACTED BACKFILL NOTES:

EP RH ISSUED FOR PRELIMINARY DESIGN 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.

REFER TO DRAWINGS C102 36" 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 D

6" DIA. END CAP SECTION A BOLLARD(TYP.4) ~ TYPICAL INJECTION TRENCH WELL C00 5 (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 PLATE STEEL COVER WITH 3/8" DIAMOND PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX INSTRUMENTATION JUNCTION BOX (SEE NOTE 3) (SEE NOTE 3)

EXISTING GROUND EXISTING GROUND POWER JUNCTION BOX POWER JUNCTION BOX (SEE NOTE 3) (SEE NOTE 3)

T36" 36" PRELIMINARY - NOT FOR CONSTRUCTION F

~BURNS COMPACTED BACKFILL ~M!:DONNELL COMPACTED BACKFILL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 G PROVIDE PUMP SUPPORT CABLE 2" SCH . 80 PVC OKLAHOMA FIRM LICENSEE NO. 421 PITLESS ADAPTER date detailed SEPTEMBER 2022 E. PULCHER PUMP POWER CAB LE designed checked TRANSDUC ER CABLE E. DULLE R. HORMELL 12"(MIN.) PIPE TO PUMP OUTLET LEVEL TR!INSDUCER 4" SUBMERSIBLE PUMP W/ 3-f'H!ISE 11/4" SDR-11 HOPE DROP 480V ELECTRIC MOTOR (BY OTHERS)

PIPE TO PUMP OUTLET 4" SDR-11 HOPE 0.06" - - - (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) 4" SUBMERSIBLE PUMP W/ 3- PHi\SE N

Cimarron Environmental Response Trust 480V ELECTRIC MOTOR (BY OTHERS) INJECTION AND EXTRACTION WELL DETAILS SECTION B C005 SECTION C C005 project 142089 I contract TYPICAL EXTRACTION WELL TYPICAL EXTRACTION SUMP 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 THROUGH CONTAINER WALL TO A 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.

'/ / /INJECTION CONTAINER

/ / 5. BURIED INJECTION SUPPLY PIPING

/ / / -(BY OTHERS)

WILL BE SUPPLIED FROM SOUTH OF

/

/

// INJECTION CONTAINER AND STUBBED UP THROUGH FLOOR OF CONTAINER.

/ LOCATIONS ARE SHOWN FOR D

/

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 8'

55-GALLON METERING TANK AREA (SEE NOTE 2) 1/,:( REFER TO VFS-EPM-000-DWG -G-1 30

IS - ~---

6.

DESIGN.

REFER TO K-EPM-DWG-C-110 FOR

/ 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) / / OF 5 STRAIGHT PIPE DIAMETERS

/ / A

/ / UPSTREAM AND 2 STRAIGHT PIPE

// /

DIAMETERS DOWNSTREAM FROM THE

/

/

/ // ELECTRODE PLANE.

/ /

/ / PRELIMINARY - NOT F

/ /

FOR CONSTRUCTION

/

~. ~BURNS

~MSDONNELL 9400 WARD PARKWAY L-----~"-'-------il- - - -- -- - - - - - -- -- - - - - - - - - - -- - - --20' KANSAS CITY, MO 64114 J__ date 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed G

SEPTEMBER 2022 E. PULCHER

~

designed checked E. DULLE R. HORMELL

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

~ INSTRUMENTATION CABLE TO GWI-WU-01A Cimarron Environmental Response Trust WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT PLAN coos project

~-

WESTERN AREA TREATMENT J contract INJECTION SYSTEM LAYOUT 142089 0 ,.

drawing rev.

2' SCALE IN FEET I BMCD-GWREMED-M103 - A 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.!

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

1, - - - - - - - - - - - - - - - - - - - - - - - " -",----t j- "'---,-?---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 STUBBED UP THROUGH THE FLOOR OF INJECTION MANIFOLD THE CONTAINER. LOCATIONS ARE AREA (SEE NOTE 5)

SHOWN FOR INFORMATION ONLY.

SUPPLIER SHALL PROVIDE LOCATIONS FOR INJECTION FLOOR PENETRATION LOCATIONS FOLLOWING DETAILED DESIGN.

950-GALLON 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 GENERAL ARRANGEMENT PLAN, L

MCC/CONTROLPANEL-- / LOCATED IN APPENDIX J-5.

AREA (SEE NOTE 4) INJECTI ON INFLUENT CONNECTION FLANGE (SEE NOTE 1) IN,JECTION CONTAINER PRELIMINARY - NOT F (SEE NOTES 6-9, PROVIDED TO POWER DISTRIBUTION - - 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 PLAN BURIAL AREA 1 GROUNDWATER

@C009 date OKLAHOMA FIRM LICENSEE NO. 421 SEPTEMBER 2022 detailed 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 142089 I contract drawing rev.

BMCD-GWREMED-M104 - A 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 ISSUED FOR PRELIMINARY DESIGN NOTES:

1. ACTUAL INJECTION WELL DEPTH S, 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. INJ ECTION 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

3 4 5 6 7 8 9 10 11 12 13 2 I no.j date I by I ckd I description WESTERN AREA INJECTION SYSTEM ENCLOSURE I

A p8119122i EAA JRH ISSUED FOR PRELIMINARY DESIGN 7

CHEMICAL PRE-TREATMENT

-1:0i-=

TK 003 I LOI 1103

-~

~

NOTES:

DRUM (BY OTHERS) - -

I

1. LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

I FORCE MXR-001 OFF VIA HARDWIRE NOTE3-<>I ACTION. FORCE MOV-002 CLOSED A VIA HARDWIRE ACTION .

...__ _.,,L__/LSL\_

55GAL _s,1 ~ I

2. LEVEL SWITCH HIGH; CEASE TREATED WATER INJECTION MODE.

1/4" O.D. - - - - - FORCE MOV-002 CLOSED VIA DOUBLE-WALLED HARDWIRE ACTION.

POLYETHYLENE CHEMICAL 3. LEVEL SWITCH LOW; CEASE

~1/4"0.D. INJECTION LINE TREATED WATER INJECTION MODE.

DOUBLE-WALLED I/' SC ,r, FC'

---t-c=+-=+---------------------------------------------------------7 FORCE MOV-002 CLOSED VIA POLYETHYLENE B 1,002,, 1,001,, I HARDWIRE ACTION.

CHEMICAL INJECTION LINE MP-001 I/' YI "VHS' ON/OFF / 1/4" O.D. DOUBLE-WALLED I 4. HIGH/LOW FLOW RATE; CEASE I'- 002,, 1,1103 POLYETHYLENE CHEMICAL I TREATED WATER INJECTION MODE.

INJECTION LINE  :

NOTES 1,2,3,4,5 I 5. HIGH PRESSURE AT PT-1102; SHUT DOWN P-001, MP-001, AND MP-002 I AND CLOSE VALVE MOV-002.

f-7 L-------------------------------------------------------------------- - - - - - - - - - - - - II

6. MOV-002 POSITION MODULATES ON

,~,,~, I TK-001 FLUID LEVEL.

--+---+-=-+------------------------------------------------------------------------------ ------------~ C

'-003/1'-002/

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

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

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

'(102,,,10102,; APPENDICES J2 AND J3,

'LAH'VLAL' RESPECTIVELY.

1102_; 10102,; D

10. SPECIFICATIONS FOR APPLICABLE

-,~:~~~i: £-!!£ 0---- ____________ _

PUMPS, PIPING, AND

&l~

APPURTENANCES ARE SUBJECT TO LOI CHANGE DURING PHASE I 90%

1101 DESIGN.

- - - - i'zc'VHs~ON/OFF 1,002~105./1

_T _ _ ** TK-001 f I ~OTES 1,2,6 I I NOTES 2,3,4,5,B INJEC' ION Ft:ED I (BY OTHERS) ' I TANK ~

l~

/ LSH I

/  ! 1101 I I

I 1-E-

/ J I f 1 I I I

' i I

I G~o,e, @ I ,,-z -rnw-ss j

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=- f I_  ! ,1 ,1 IH 0 H l~ ~1~ -- I I I

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fvlOV-002 CV-001 ~ FROM UIX TREATMENT TRAIN TO P-001 2" \ 110:.J

\F C) PV NOTE 9 PRELIMINARY - NOT

_J (BY OTHERS)

DRAIN

~ SAMPLE PORT PRE-TREATMENT INJECTION QUILL WITH Mi\GNETIC FLOWiv!ETER (BY OTHERS)

FOR CONSTRUCTION CHECK VALVE (TYP. 2) 0 ~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 H MP-001 MP-002 LEAK DETECTION FLOW METER/ LEVEL TRANSDUCER LOCATION PUMP ID INDICATOR ID TRANSMITTER ID LEVEL SWITCH ID ID CONTROL VALVE ID METERING PUMP METERING PUMP -

MAKE: STENNER MAKE: STENNER TANK INFLUENT PIPING - - FT-1103 -- MOV-002 MODEL: S3001AA101N MODEL: S3001AA101N

- - -- LSL-1101 LT-1102 - OUTLET TUBING SIZE: 1/4" OUTLET TUBING SIZE: 1/4" INJECTION FEED TANK

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

- WESTERN AREA GROUNDWATER INJECTION SYSTEM ENCLOSURE - LDl-1101 -- -

INJECTION SYSTEM P&ID -

SHEET 1 project I contract 142089 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 I - NOTE?

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

I I

8. SPECIFICATIONS FOR APPLICABLE I

I PUMPS, PIPING, AND I APPURTENANCES ARE SUBJECT TO 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 I PRIMARY TRANSFER PUMP NOTE 6 I I MAKE: GOULDS I MODEL: 2ST1 E9F4 I IMPELLER SIZE: 3-7/8-INCH I OUTLET CONNECTION: 1-1/4" FNPT GROUNDWATER INJECTION I HP: 1 HP MANIFOLD LINE I MAX. CAPACITY: 81 GPM I

MAX. TOH: 51 FT I PRELIMINARY - NOT L

I OPERATING CAPACITY: 30 GPM F AG RPM: 3500 I

SCH80 PVCt- I FOR CONSTRUCTION HDPE I UG

~BURNS 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 PRESSURE FLOW METER/ LEVEL TRANSDUCER SEPTEMBER 2022 A.ANSTAETT LOCATION CONTROL VALVE ID PUMP ID VFDID TRANSMITTER ID TRANSMITTER ID ID designed checked TO WELL GWI-WU-01 PT-1101 FT-1101 LT-1101 MOV-001 -- -

E. DULLE E. DULLE INJECTION SYSTEM ENCLOSURE - -- LT-1102 -- P-001 VFD-001 2" - EGW-PVC BRANCH LINE VALVE/ H PITLESS CLEANOUT VAULT ADAPTER (SEE C108)

LEVEL TRANSDU CER (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 142089 GROUNDWATER INJECTION WELL GWI-WU-01 drawing rev.

BMCD-GWREMED-P104 A 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 I CHEMIC1\L PRE-TRE.i\TMENT DRUM (BY OTHERS)-*~

- ~

s I

I CHEMICAL PRE-TREATMENT DRUM (B Y OTHERS)-~

-$ I NOTES:

1. HIGH WELL WATER LEVEL; CLOSE VALVE MOV-003. LOW WATER LEVEL; 1J I ADJUST INJECTION FLOW RATE AS I I ALLOWABLE. A 1/4" O.D. DOUBLE-WALLED L S L -

2103 NOTE6 55 GAL --0---------7 I

2. LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

FORCE MXR-002 OFF VIA HARDWIRE POLYETHYLENE CHEMICAL 1/4" O.D. DOUBLE-WALLED I ACTION. FORCE MOV-006 CLOSED I VIA HARDWIRE ACTION.

FEED LIN E POLYETHYLENE CHEMICAL I

I 3. LEVEL SWITCH HIGH; CEASE

,  : TREATED WATER INJECTION MODE.

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

I I I 4. HIGH/LOW PRESSURE; CLOSE VALVE TO ADDITIONAL I I MOV-003.

INJECTION MANIFOLDT----,......,---~~------, ---, .__ _ _ _ _ _ _ _ _ _...., I I LINES (QTY. 3) 5. HIGH/LOW FLOW RATE. CLOSE

~~&-~"N/OFF  :  !  : VALVE MOV-003.

I L------------------------------------------~

IL _________________________________ - - - - - 7I II 6. LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

I FORCE MOV-006 CLOSED VIA I HARDWIRE ACTION.

I C I 7. HIGH/LOW FLOW RATE; CEASE 1/4" O.D. DOUBLE-WALLED I TREATED WATER INJECTION MODE.

I POLYETHYLENE CHEMICAL I 8. HIGH PRESSURE; CEASE TREATED INJECTI ON LINE I WATER INJECTION MODE.

PAH PAL I I 9. MOV-006 POSITION MODULATES ON 2101 2101/

I TK-004 FLUID LEVEL.

NOTE 4 I I

10. CONTROLS MP-003 AND MP-004

_________ -+-=zccc-++.Hccsc-1 FEED RATE. D 016 210~

11. LEAK DETECTED; CLOSE VALVE FAH FAL I NOTES 2,3,5,6 ,8, 11 MOV-006.

314 ,, PVC \..2101/ \..2101 I NOTES 2,3,6,7,B I I 12. REFER TO VFS-EPM-DWG-P-110 AND

~ ~

I : ~-~ rxoAzj FT 2106 0)

I VFS-EPM-DWG-P-215, LOCATED IN APPENDICES J2 AND J5, RESPECTIVELY.

VFD-0~

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

  • PVC I NOTE5 MOV-007 CV-004 FROM TK- 202
13. REFER TO DRAWING M203 FOR PIPING SPECIFICATIONS.

(FC) EFFLUENT TANK GROUNDWATER INJECTION NOTE 12 MANIFOLD LINE (TYP.)

NOTE10 1 1/4" - EGW - PVC

~

-~

DRAIN AG S-BAI PRE-TREATMENT SCH80 PVCt- INJECTION QUILL WITH PRELIMINARY - NOT L_

I INJECTION FEED CHECK VALVE (TYP. 2) F HDPE

  • I UG TANK (BY OTHERS)

I I

FOR CONSTRUCTION

[ __ ---- I 1 ~BURNS I "-.MSDONNELL I

I I BA1 INJECTION SYSTEM INSTRUMENTATION 9400 WARD PARKWAY I PRESSURE FLOW METER/ LEVEL LEAK DETECTION KANSAS CITY, MO 64114 LOCATION CONTROL VALVE ID PUMP ID VFDID LEVEL SWITCH ID 816-333-9400 G I TRANSMITTER ID TRANSMITTER ID TRANSDUCER ID INDICATOR ID OKLAHOMA FIRM LICENSEE NO. 421 I

CLEANOU T I

TO WELL GWI-BA1-01 PT-2101 FT-2101 LT-2101 MOV-003 - -- - - date detailed I TO WELL GWI-BA1-02 PT-2102 FT-2102 LT-2102 MOV-004 -- -- -- - SEPTEMBER 2022 A.ANSTAETT I

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 INJECTION SYSTEM ENCLOSURE PT-2105 FT-2105 - -- P-002 VFD-002 LDl-2101 --

2" -EGW-PVC I INFLUENT PIPING - FT-2105 -- MOV-007 -- - - --

PITLESS BRANCH LINE VALVE! I H I LSL-2101 DAPTER CLEANOUT VAULT INJECTION FEED TANK - - LT-2105 - -- - --

A (SEE C108) I LSH-2101 I

I MP-003 LDl-2102 LSL-2102 1 114" - EGW- HOPE I CHEMICAL DOSING SYSTEM - - - -

MP-004

- LDl-2103 LSL-2103 I

I I

V / LEVEL TRANSDUCER JBY OTHERS)

I I

I P-002 PRIMARY TRANSFER PUMP MP-003 METERING PUMP MP-004 METERINGPUMP Cimmaron Environmental Response Trust 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 CONNECTION: 1-1/4" FNPT OUTLET TUBING SIZE: 1/4" POWER: 120VAC OUTLET TUBING SIZE: 1/4" POWER: 120 VAC project 142089 I contract NOTE 1 HP: 1 HP MAX. CAPACITY: 5.0 GPO MAX. CAPACITY: 5.0 GPO MAX. CAPACITY: 81 GPM drawing rev.

GROUNDWATER INJECTION MAX. PRESSURE: 100 PSI MAX. PRESSURE: 100 PSI WELL MAX. TOH: 51 FT OPERATING CAPACITY: 68 GPM BMCD-GWREMED-P105 A (TYP. OF 4) sheet of RPM: 3500 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 Injection Minimum Maximum Nominal Injection Minimum Maximum Nominal Extraction Minimum Maximum Nominal Minimum Maximum Nominal Well/Trench Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate Well/Trench Flow Rate Flow Rate Flow Rate Extraction Flow Rate Flow Rate Flow Rate A ID (gpm) (gpm) (gpm) ID (gpm) (gpm) (gpm)

ID (gpm) (gpm) (gpm) Well/Trench ID (gpm) (gpm) (gpm)

GWI-WU-01 3 28 8 GWI-BA1-01 5 32 10 GETR-WU-01 3 15 8 GE-BA1-02 10 32 31 GWI-BA1-02 2 12 4 GE-WAA-02 15 30 30 GE-BA1-03 10 32 24 GWI-BA1-03 2 12 4 GE-WAA-03 15 30 24 GE-BA1-04 10 32 31 GWI-BA1-04 5 12 10 GE-WAA-04 15 30 20 GETR-BA 1-01 5 13 7 B GE-WAA-05 15 30 25 GETR-BA 1-02 5 13 7 C

l i" ~~ D

~

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~

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~

-=

11-== PRELIMINARY - NOT F FOR CONSTRUCTION

'J ~URNS

~ M~DONNELL 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

Cimmaron Environmental Response Trust GROUNDWATER EXTRACTION AND INJECTION I

FLOW RATE

SUMMARY

project 142089 I contract 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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