Text

To Cimarron Facility Decommissioning Plan, Appendices J Part 2 of 2
	ML18323A208
Person / Time
Site:	07000925
Issue date:	10/31/2018
From:	; Environmental Properties Management
To:	; Office of Nuclear Material Safety and Safeguards
Shared Package
ML18323A197	List: ML18323A193; ML18323A195; ML18323A196; ML18323A198; ML18323A199; ML18323A200; ML18323A202; ML18323A203; ML18323A204; ML18323A205; ML18323A206; ML18323A207; ML18323A208; ML18323A209; ML18323A210; ML18323A211;
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960 955 950 945 970 965 975 940 980 985 990 995 0+00 1+00 2+00 3+00 4+00 1000 1010 960 955 950 945 970 965 975 940 980 985 990 995 1000 1010 950 945 940 935 960 955 965 930 970 975 980 985 0+00 1+00 2+00 3+00 4+00 990 950 945 940 935 960 955 965 930 975 980 985 990 970 VERTICAL HORIZONTAL 0

SCALE IN FEET 50' 100' 0

5' SCALE IN FEET 10' EXISTING GRADE SILICA GRAVEL TYP.

by 1

13 12 11 10 9

8 7

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F E

D C

B A

date detailed checked designed of sheet sheets project contract rev.

drawing file ckd Scale For Microfilming Inches Millimeters no.

date description RTB A

8 14 C102 INJ TRN DET 1.DWG 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENV\\CERT\\84237_BMCDECOM2015\\DESIGN\\CADD\\DWGS\\60% DESIGN\\C102 INJ TRN DET 1.DWG 10/30/2018 12:17:34 PM BWEIS BEGIN TRENCH STA. 0 + 00 C004 GWI-UP2-01 APPROX.

BOTTOM OF TRENCH, TYP.

END TRENCH STA. 3 + 90.86 BEGIN TRENCH INSTALL INJ. WELL GWI-UP2-01A STA. 0 + 00 C004 GWI-UP2-04 NOTES:

1.

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

SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED APPROXIMATE.

2.

REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAILS.

3.

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

4.

STATIC GROUNDWATER ELEVATION ESTIMATED USING HIGHEST GROUNDWATER ELEVATIONS RECORDED AT MONITORING WELLS 1381, 1383, AND 1387 BETWEEN DECEMBER 2012 AND AUGUST 2016.

5.

THE CALCULATED GROUNDWATER SURFACE AT DESIGN INJECTION RATE DOES NOT CONSIDER GEOMEMBRANE INSTALLATION ON THE ENDS AND SOUTHERN SIDE OF INJECTION TRENCHES.

6.

GEOMEMBRANE INSTALLATION DETAILS WILL BE PROVIDED IN 90%

DESIGN PACKAGE.

7.

EXISTING GRADE SURVEYED 09/06/16.

8.

PLACE POTENTIALLY IMPACTED SOIL IN OWNER-APPROVED LOCATION.

3' MIN.

REPLACED SOIL, TYP.

INSTALL INJ. WELL GWI-UP2-04A STA. 1 + 67.97 INSTALL INJ. WELL END TRENCH GWI-UP2-04B STA. 3 + 12.58 APPROX.

BOTTOM OF TRENCH, TYP.

SILICA GRAVEL TYP.

EXISTING GRADE 3' MIN.

REPLACED SOIL, TYP.

PRELIMINARY - NOT FOR CONSTRUCTION APPROX. TOP OF SANDSTONE A APPROX. TOP OF SANDSTONE A APPROX. BOTTOM OF SANDSTONE A APPROX. BOTTOM OF SANDSTONE A APPROX. STATIC GROUNDWATER ELEVATION GROUNDWATER SURFACE AT DESIGN INJECTION RATE GROUNDWATER SURFACE AT DESIGN INJECTION RATE APPROX. STATIC GROUNDWATER ELEVATION 12 OZ. NON-WOVEN GEOTEXTILE 12 OZ. NON-WOVEN GEOTEXTILE POTENTIALLY IMPACTED SOIL (SEE NOTE 8)

STA. 0 + 90.80

980 975 970 965 990 985 960 1+00 980 975 970 965 990 985 960 2+00 3+00 0+00 975 970 965 960 1+00 985 980 955 995 1000 1005 1010 0+00 2+00 1010 1005 1000 995 990 985 980 970 965 960 955 990 975 975 970 965 960 1+00 985 980 955 995 1000 1005 1010 0+00 2+00 1010 1005 1000 995 990 985 980 970 965 960 955 990 975 VERTICAL HORIZONTAL C004 GWI-UP1-04 0

SCALE IN FEET 50' 100' 0

5' SCALE IN FEET 10' APPROX.

EXISTING GRADE, TYP.

3' MIN. REPLACED SOIL, TYP.

SILICA GRAVEL TYP.

by 1

13 12 11 10 9

8 7

6 5

4 3

2 I

H G

F E

D C

B A

date detailed checked designed of sheet sheets project contract rev.

drawing file ckd Scale For Microfilming Inches Millimeters no.

date description RTB A

9 14 C103 INJ TRN DET 2.DWG 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\C103 INJ TRN DET 2.DWG 9/18/2015 4:14:49 PM JABURCH BEGIN TRENCH STA. 0 + 00 END TRENCH STA. 2+23.50 NOTES:

1.

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

2.

REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAILS.

3.

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

4.

PLACE POTENTIALLY IMPACTED SOIL IN OWNER-APPROVED LOCATION.

5.

SURFACE DATA SHOWN FROM AN AERIAL SURVEY DATED MAY 2014.

END TRENCH STA. 1 + 23.86 APPROX.

EXISTING GRADE, TYP.

BEGIN TRENCH STA. 0 + 00 END TRENCH STA. 1 + 23.19 BEGIN TRENCH STA. 0 + 00 C004 GWI-UP1-03 C004 GWI-WU-01 INSTALL INJ. WELL GWI-UP1-04A STA. 0 + 61.92 APPROX. BOTTOM OF TRENCH, TYP.

APPROX. BOTTOM OF TRENCH, TYP.

INSTALL INJ. WELL GWI-WU-01A STA. 1+ 11.75 SILICA GRAVEL TYP.

APPROX. BOTTOM OF TRENCH, TYP.

SILICA GRAVEL TYP.

INSTALL INJ. WELL GWI-UP1-03A STA. 0 + 61.59 PRELIMINARY - NOT FOR CONSTRUCTION APPROX.

EXISTING GRADE, TYP.

APPROX. TOP OF SANDSTONE A APPROX. BOTTOM OF SANDSTONE A APPROX. TOP OF SANDSTONE A 3' MIN. REPLACED SOIL, TYP.

3' MIN. REPLACED SOIL, TYP.

APPROX. TOP OF SANDSTONE A APPROX. LIMITS OF FORMER UP1 STA. 0 + 100.00 POTENTIALLY IMPACTED SOIL POTENTIALLY IMPACTED SOIL APPROX. LIMITS OF FORMER UP1 STA. 0 + 34.43 12 OZ.

NON-WOVEN GEOTEXTILE 12 OZ.

NON-WOVEN GEOTEXTILE GROUNDWATER SURFACE AT DESIGN INJECTION RATE APPROX. STATIC GROUNDWATER ELEVATION GROUNDWATER SURFACE AT DESIGN INJECTION RATE APPROX. STATIC GROUNDWATER ELEVATION GROUNDWATER SURFACE AT DESIGN INJECTION RATE APPROX. STATIC GROUNDWATER ELEVATION

VERTICAL HORIZONTAL 0

SCALE IN FEET 50' 100' 0

5' SCALE IN FEET 10' by 1

13 12 11 10 9

8 7

6 5

4 3

2 I

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F E

D C

B A

date detailed checked designed of sheet sheets project contract rev.

drawing file ckd Scale For Microfilming Inches Millimeters no.

date description RTB A

BMCD-GWREMED-C104 KANSAS CITY, MO 64114 104407 OKLAHOMA FIRM LICENSEE NO. 421 C104 INJ TRN DET 3.DWG 14 BURNS & McDONNELL ENGINEERING COMPANY, INC.

9400 WARD PARKWAY 816-333-9400 INJECTION TRENCH DETAILS - SHEET 3 Cimarron Environmental Response Trust R. BETTMENG B. WEIS B. WEIS 2018 NOTES:

1.

SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH ALIGNMENT IN AREAS. SUBSURFACE INFORMATION SHOWN SHOULD BE CONSIDERED APPROXIMATE.

2.

REFER TO SHEET M103 FOR INJECTION WELL CONSTRUCTION DETAILS.

3.

WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED PRELIMINARY - NOT FOR CONSTRUCTION Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\C104 INJ TRN DET 3.DWG 9/18/2015 4:14:49 PM EDULLE GWI-BA1-03 C005 930 925 920 915 1+00 940 935 945 910 950 955 960 0+00 2+00 960 955 950 945 940 935 930 925 920 915 910 GWI-BA1-02 C005 END TRENCH STA. 1 + 07.13 930 925 920 915 1+00 940 935 945 910 950 955 960 965 0+00 2+00 965 960 955 950 945 940 935 930 925 920 915 910 APPROX. TOP OF SANDSTONE B APPROX. BOTTOM OF TRENCH, TYP.

END TRENCH STA. 0 + 00.00 END TRENCH STA. 1 + 02.48 3' MIN.

REPLACED SOIL, TYP.

SILICA GRAVEL TYP.

APPROX. BOTTOM OF TRENCH, TYP.

3' MIN.

REPLACED SOIL, TYP.

SILICA GRAVEL TYP.

APPROX. TOP OF SANDSTONE B BEGIN TRENCH STA. 0 + 00.00 APPROXIMATE STATIC GROUNDWATER ELEVATION APPROXIMATE STATIC GROUNDWATER ELEVATION APPROXIMATE GROUNDWATER SURFACE AT DESIGN INJECTION RATE APPROXIMATE GROUNDWATER SURFACE AT DESIGN INJECTION RATE 12 OZ.

NON-WOVEN GEOTEXTILE 12 OZ. NON-WOVEN GEOTEXTILE BY THE ENGINEER.

4.

SURFACE DATA SHOWN FROM AERIAL SURVEY DATED MAY 2014.

INSTALL INJ. WELL GWI-BA1-02A STA. 0 + 53.56 INSTALL INJ. WELL GWI-BA1-03A STA. 0 + 51.02

J Scale For Microfilming Inches Millimeters no.

date description by 1

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2 7

M102.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\96785_CERT-DECOM2017\\DESIGN\\CADD\\DWGS\\CERT 2017 BMCD DESIGN\\MECHANICAL\\M102.DWG 10/4/2018 7:47:10 AM EDULLE EXISTING GROUND INJECTION WELL VAULT TRANSDUCER CABLE PRESSURE TRANSDUCER PITLESS ADAPTER 6" INJECTION WELL SCREEN AND CASING (SEE NOTE 2)

VENT A

C004 SECTION TYPICAL INJECTION WELL 2" HDPE INJECTION DROP PIPE BOLLARD (TYP. 2) 3 C108 SAND FILTER PACK BENTONITE SEAL DS A

8/10/18 ED FOR REVIEW INJECTION WELL NOTES:

1.

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

2.

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

C005 PRELIMINARY - NOT FOR CONSTRUCTION

FM FM 0

SCALE IN FEET 1'

2' INJECTION FEED TANK (1,700-GAL.)

(TK-001) 2" SCH. 80 PVC 200-GPM BAG FILTER Scale For Microfilming Inches Millimeters no.

date description by 1

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M103.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\MECHANICAL\\M103.DWG 1/20/2015 9:55:16 AM EDULLE 1

C006 PLAN WESTERN AREA GROUNDWATER INJECTION SYSTEM LAYOUT DS A

8/10/18 ED FOR REVIEW GENERAL NOTES:

1.

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

2.

REFER TO DRAWING P103 FOR PROCESS AND INSTRUMENTATION DIAGRAM.

3.

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

HEATING/COOLING UNIT FROM TK-102 EFFLUENT TANK FLOW METER 4" SCH. 80 PVC BALL VALVE 4" SCH. 80 PVC BALL VALVE 4" SCH. 80 PVC BALL VALVE P-001 480V DISCONNECT P-002 480V DISCONNECT PRIMARY TRANSFER PUMP (P-001)

SECONDARY TRANSFER PUMP (P-002)

MXR-001 480V DISCONNECT 480V POWER CABLE (TYP.)

INSTRUMENTATION CABLE (TYP.)

4" SCH. 80 PVC INSTRUMENTATION JUNCTION BOX (TYP.)

FLOW METER 120V POWER CABLE (TYP.)

INJECTION MANIFOLD TANK MIXER (MXR-001)

CHEMICAL PRE-TREATMENT DRUM (55-GAL.) (TK-002) 2" BUTTERFLY VALVE (MOV-012)

CHEMICAL METERING PUMP (MP-001)

POLYETHYLENE CHEMICAL INJECTION LINE LEVEL SWITCH/

TRANSMITTER (TYP.)

2" BUTTERFLY VALVE (TYP. 11; MOV-001 - MOV-011)

PRELIMINARY - NOT FOR CONSTRUCTION 30' 8'

CONTROL-POWER PANEL (CPP-2)

AND FIBER PATCH PANEL L

L

FM FM 0

SCALE IN FEET 1.5' 3'

30' 8'

CONTROL PANEL (CPP-4) AND FIBER OPTIC PATCH PANEL 30' X 8' X 10' INJECTION SYSTEM ENCLOSURE (SEE NOTE 3)

DOUBLE DOORS MOTOR CONTROL CENTER (MCC-2)

Scale For Microfilming Inches Millimeters no.

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M104.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\MECHANICAL\\M104.DWG 1/20/2015 9:55:16 AM EDULLE 1

C006 PLAN BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM LAYOUT DS A

8/10/18 ED FOR REVIEW GENERAL NOTES:

1.

REFER TO K-EPM-DWG-G-200 FOR BA1 GENERAL ARRANGEMENT PLAN.

2.

REFER TO P104 FOR PROCESS AND INSTRUMENTATION DIAGRAM.

3.

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

INJECTION FEED TANK (950-GAL.)

(TK-003) 2" SCH. 80 PVC 100-GPM BAG FILTER FROM TK-202 EFFLUENT TANK FLOW METER 2" SCH. 80 PVC 2" SCH. 80 PVC BALL VALVE 2" SCH. 80 PVC BALL VALVE PRIMARY TRANSFER PUMP (P-003)

SECONDARY TRANSFER PUMP (P-004) 480V POWER CABLE (TYP.)

120V POWER JUNCTION BOX (TYP.)

INSTRUMENTATION CABLE (TYP.)

2" SCH. 80 PVC INSTRUMENTATION JUNCTION BOX (TYP.)

FLOW METER 120V POWER CABLE (TYP.)

INJECTION MANIFOLD TANK MIXER (MXR-002)

CHEMICAL PRE-TREATMENT DRUM (55-GAL.) (TK-004) 2" BUTTERFLY VALVE (MOV-016)

CHEMICAL METERING PUMP (MP-002)

POLYETHYLENE CHEMICAL INJECTION LINE LEVEL SWITCH/

TRANSMITTER (TYP.)

2" SCH. 80 PVC BALL VALVE HEATING/COOLING UNIT DOUBLE DOORS 2" BUTTERFLY VALVE (TYP. 3; MOV-013 - MOV-015)

L L

INTERIOR LIGHT (TYP.)

PRELIMINARY - NOT FOR CONSTRUCTION

Scale For Microfilming Inches Millimeters no.

date description by 1

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drawing file ckd DS A

6 7

M202.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\MECHANICAL\\M202.DWG 1/20/2015 9:55:16 AM EDULLE GENERAL NOTES:

1.

SCREEN SLOT SIZE AND FILTER PACK WILL BE VERIFIED UPON COLLECTION AND ANALYSIS OF FORMATION GRAIN SIZE DISTRIBUTION DATA.

2.

ACTUAL INJECTION WELL DEPTHS AND SCREEN LENGTHS WILL BE DETERMINED AT TIME OF CONSTRUCTION.

3.

INJECTION TRENCH WELLS GWI-BA1-01A, GWI-UP1-01A, GWI-UP1-02A, AND GWI-UP2-01D WERE INSTALLED DURING THE 2017 PILOT STUDY.

PRELIMINARY - NOT FOR CONSTRUCTION

2" - EGW - HDPE LEVEL TRANSDUCER PITLESS ADAPTER 2" - EGW - HDPE GROUNDWATER INJECTION WELL (TYP. OF 11) 24V PT GENERAL NOTES:

1.

REFER TO DRAWING P001 FOR P-001/P-002 AND MP-001 SPECIFICATIONS.

2.

REFER TO K-EPM-DWG-P-110 AND K-EPM-DWG-P-115.

SCH 80 PVC HDPE PI 3/4" PVC FROM TK-102 EFFLUENT TANK (SEE NOTE 2)

TO ADDITIONAL INJECTION MANIFOLD LINES (QTY. 10) 460V PI 3/4" PVC M

24V INSTR LHH LLL CHEMICAL PRE-TREATMENT DRUM CHEMICAL METERING PUMP (WITH INTEGRAL CONTROLLER)

PRIMARY TRANSFER PUMP SECONDARY TRANSFER PUMP 2" - IGW - PVC 4" - EGW - PVC M

PT 120V Scale For Microfilming Inches Millimeters no.

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4 10 P103.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\PROCESS\\P103.DWG 8/20/2015 11:33:24 AM EDULLE WATF BUILDING LLL PI PI 4" - EGW - PVC 4" - EGW - PVC 4" - EGW - PVC 1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL INJECTION LINE PRE-TREATMENT INJECTION QUILL WITH CHECK VALVE M

120V 24V 24V 24V INSTR 24V 24V INSTR TK-002 55 GAL MP-001 460V M

P-002 P-001 460V 460V TK-001 1,700 GAL INJECTION FEED TANK 1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL FEED LINE SAMPLE PORT 1

2 3

4 INTERLOCKS:

HIGH WELL WATER LEVEL; SHUT VALVE MOV-001.

LEVEL ALARM LOW; SHUT DOWN P-001/P-002, MP-001, AND MXR-001.

LEVEL ALARM HIGH; SHUT VALVE MOV-011 AND SHUT DOWN MP-001.

HIGH PRESSURE; SHUT VALVE MOV-001.

LEVEL ALARM LOW; SHUT DOWN P-001/P-002, MP-001, AND MXR-001 AND SHUT VALVE MOV-011.

2 1

2 3

4 5

5 5

5 GROUNDWATER INJECTION MANIFOLD LINE (TYP.)

M 24V PT 24V INSTR 6

8 MOV-001 (NC)

MOV-012 (NC) 7 120V 1

7 4

6 8

3 5

6 8

2 5

6 8

2 6

8 3

2 MXR-001 LT 9

M 10 HIGH/LOW FLOW RATE; SHUT DOWN P-001/P-002, MP-001, AND MXR-001 AND SHUT VALVE MOV-011.

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

HIGH PRESSURE; SHUT DOWN P-001/P-002, MP-001, AND MXR-001 AND SHUT VALVE MOV-011.

MOV-011 POSITION MODULATES ON TK-001 FLUID LEVEL.

CONTROLS MP-001 FEED RATE.

6 7

8 9

10 5

6 8

(NC)

(NO)

WATF-CPP (CPP-1)

WATF-MCC (MCC-1) 120V CONTROL ROOM ELECTRICAL ROOM 24V INSTR 120V 11 11 LEAK DETECTED; SHUT VALVE MOV-011 LDS 11 COMM CABLE COMM CABLE BRANCH LINE VALVE/

CLEANOUT VAULT (SEE C108)

CLEANOUT VENT DRAIN COMM CABLE COMM CABLE COMM CABLE COMM CABLE T

T T

PRELIMINARY - NOT FOR CONSTRUCTION WESTERN AREA INJECTION SYSTEM ENCLOSURE WATF-CPP (CPP-2) 24V COMM CABLE 120V

GROUNDWATER INJECTION WELL (TYP. OF 3)

Scale For Microfilming Inches Millimeters no.

date description by 1

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drawing file ckd DS A

5 10 P104.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\PROCESS\\P104.DWG 8/20/2015 11:33:24 AM EDULLE BURIAL AREA 1 SYSTEM ENCLOSURE SCH 80 PVC HDPE FROM TK-202 EFFLUENT TANK (SEE NOTE 2)

TO ADDITIONAL INJECTION MANIFOLD LINES (QTY. 2) 460V 24V INSTR LHH LLL CHEMICAL PRE-TREATMENT DRUM CHEMICAL METERING PUMP (WITH INTEGRAL CONTROLLER)

PRIMARY TRANSFER PUMP SECONDARY TRANSFER PUMP 2" - IGW - PVC 2" - EGW - PVC M

120V LLL PI PI 2" - EGW - PVC 2" - EGW - PVC 2" - EGW - PVC 120V 24V 24V 24V INSTR 24V 24V INSTR TK-004 55 GAL MP-002 460V M

P-004 P-003 460V TK-003 950 GAL INJECTION FEED TANK 1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL FEED LINE 2

3 GENERAL NOTES:

1.

REFER TO DRAWING P001 FOR P-003/P-004 AND MP-002 SPECIFICATIONS.

2.

REFER TO K-EPM-DWG-P-210 AND K-EPM-DWG-P-215.

5 5

PI 3/4" PVC M

PT 4

GROUNDWATER INJECTION MANIFOLD LINE (TYP.)

MOV-013 (NC) 7 1

7 4

3/4" PVC M

PT 6

8 24V INSTR 24V INSTR 2

5 6

8 2

5 6

8 2

6 8

MOV-016 (NC) 3 5

6 8

120V SAMPLE PORT INTERLOCKS:

HIGH WELL WATER LEVEL; SHUT VALVE MOV-012.

LEVEL ALARM LOW; SHUT DOWN P-003/P-004, MP-002, AND MXR-002.

LEVEL ALARM HIGH; SHUT VALVE MOV-015 AND SHUT DOWN MP-002.

HIGH PRESSURE; SHUT VALVE MOV-012.

LEVEL ALARM LOW; SHUT DOWN P-003/P-004, MP-002, AND MXR-002 AND SHUT VALVE MOV-015.

1 2

3 4

5 HIGH/LOW FLOW RATE; SHUT DOWN P-003/P-004, MP-002, AND MXR-002 AND SHUT VALVE MOV-015.

HIGH/LOW FLOW RATE; SHUT VALVE MOV-012.

HIGH PRESSURE; SHUT DOWN P-003/P-004, MP-002, AND MXR-002 AND SHUT VALVE MOV-015.

MOV-015 POSITION MODULATES ON TK-003 FLUID LEVEL.

CONTROLS MP-002 FEED RATE.

6 7

8 9

10 PI 3

1/4" O.D. DOUBLE-WALLED POLYETHYLENE CHEMICAL INJECTION LINE PRE-TREATMENT INJECTION QUILL WITH CHECK VALVE M

10 M

2 MXR-002 LT 9

5 6

8 (NC)

(NO)

BA1-CPP (CPP-4)

BA1-MCC (MCC-2) 120V 24V INSTR 11 LEAK DETECTED; SHUT VALVE MOV-015 11 LDS 11 DRAIN COMM CABLE 2" - EGW - HDPE LEVEL TRANSDUCER PITLESS ADAPTER PT 1

BRANCH LINE VALVE/

CLEANOUT VAULT (SEE C108)

CLEANOUT VENT COMM CABLE COMM CABLE COMM CABLE COMM CABLE T

T T

PRELIMINARY - NOT FOR CONSTRUCTION

Scale For Microfilming Inches Millimeters no.

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drawing file ckd RG A

SUMMARY

EFFLUENT CRITERIA SHEET 1 104407 BMCD-GWREMED-P202 A

7 10 P202.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\PROCESS\\P202.DWG 8/20/2015 11:33:24 AM EDULLE GENERAL NOTES:

1THE MAXIMUM TREATMENT EFFLUENT URANIUM CONCENTRATION FOR RE-INJECTION OR OPDES DISCHARGE IS 30 G/L. MAXIMUM CONCENTRATION PRIOR TO NITRATE REMOVAL IS NON-DETECT (1.0 G/L DETECTION LIMIT).

2ANAEROBIC GROWTH ANALYSIS IS CONDUCTED BY ANALYZING THE POPULATION OF SULFATE REDUCING BACTERIA (SRB), AS A PERCENTAGE OF THE TOTAL MICROBIAL POPULATION, BECAUSE SRB ARE THE MOST PROBABLE, PROLIFIC AND OBSERVABLE ANAEROBES IN GROUNDWATER.

3EPA DWEL USED FOR CONSTITUENTS FOR WHICH GROUNDWATER DATA AND CMEAN LEVELS ARE NOT AVAILABLE.

4CMEAN VALUES PRESENTED IN OPDES DISCHARGE PERMIT USED FOR CONSTITUENTS FOR WHICH GROUNDWATER DATA ARE NOT AVAILABLE.

5SODIUM AND CHLORIDE CONCENTRATIONS IN GROUNDWATER EXTRACTED FROM WELLS LOCATED NEAR THE CIMARRON RIVER MAY BE SIGNIFICANTLY HIGHER THAN THE CONCENTRATIONS REPORTED FOR SITE MONITORING WELLS.

PRELIMINARY - NOT FOR CONSTRUCTION DEFINITIONS:

BA1 - BURIAL AREA 1 CaCO3 - CALCIUM CARBONATE Cmean - MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT.

CONC. - CONCENTRATION DWEL - DRINKING WATER EQUIVALENT LEVEL EPA - ENVIRONMENTAL PROTECTION AGENCY Fe2+ - FERROUS IRON LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM SiO2 - SILICA DIOXIDE s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS TOC - TOTAL ORGANIC CARBON TSS - TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER USEPA - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY WATF - WESTERN AREA TREATMENT FACILITY APPLICABLE EFFLUENT STANDARDS:

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT 2.

INJECTION CRITERION 3.

EPA DWEL 4.

CMEAN PRESENTED IN THE OPDES PERMIT 5.

AVERAGE INFLUENT CONCENTRATIONS FOR WATF AND BA1 GROUNDWATER PROCESS STREAMS 6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT RATIONALE FOR ESTABLISHING EFFLUENT CRITERIA:

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT APPLY FOR URANIUM, NITRATE, FLUORIDE, AND PH.

2.

THE INJECTION CRITERION APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., HETEROTROPHIC PLATE COUNT, LSI, ETC.).

B. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

3.

EPA DWELS APPLY IF THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE, THE CONSTITUENT IS NOT REFERENCED IN THE OPDES PERMIT, AND NO OTHER STANDARD (I.E., USEPA MCL)

EXITS (E.G., MOLYBDENUM, BORON).

4.

THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. OF A REGULATED CONSTITUENT (E.G., SELENIUM).

B. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., COPPER).

5.

THE INFLUENT CONCENTRATION APPLIES IF:

A. AN INJECTION CRITERION EXISTS, THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G., CMEAN) [E.G., SULFATE].

B. AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE - WATF PROCESS STREAM).

6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS).

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SUMMARY

EFFLUENT CRITERIA SHEET 2 104407 BMCD-GWREMED-P203 A

8 10 P203.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\PROCESS\\P203.DWG 8/20/2015 11:33:24 AM EDULLE PRELIMINARY - NOT FOR CONSTRUCTION DEFINITIONS:

BA1 - BURIAL AREA 1 CaCO3 - CALCIUM CARBONATE Cmean - MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT.

CONC. - CONCENTRATION DWEL - DRINKING WATER EQUIVALENT LEVEL EPA - ENVIRONMENTAL PROTECTION AGENCY Fe2+ - FERROUS IRON LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM SiO2 - SILICA DIOXIDE s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS TOC - TOTAL ORGANIC CARBON TSS - TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER USEPA - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY WATF - WESTERN AREA TREATMENT FACILITY APPLICABLE EFFLUENT STANDARDS:

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT 2.

INJECTION CRITERION 3.

EPA DWEL 4.

CMEAN PRESENTED IN THE OPDES PERMIT 5.

AVERAGE INFLUENT CONCENTRATIONS FOR WATF AND BA1 GROUNDWATER PROCESS STREAMS 6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT RATIONALE FOR ESTABLISHING EFFLUENT CRITERIA:

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT APPLY FOR URANIUM, NITRATE, FLUORIDE, AND PH.

2.

THE INJECTION CRITERION APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., HETEROTROPHIC PLATE COUNT, LSI, ETC.).

B. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

3.

EPA DWELS APPLY IF THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE, THE CONSTITUENT IS NOT REFERENCED IN THE OPDES PERMIT, AND NO OTHER STANDARD (I.E., USEPA MCL)

EXITS (E.G., MOLYBDENUM, BORON).

4.

THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. OF A REGULATED CONSTITUENT (E.G., SELENIUM).

B. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., COPPER).

5.

THE INFLUENT CONCENTRATION APPLIES IF:

A. AN INJECTION CRITERION EXISTS, THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G., CMEAN) [E.G., SULFATE].

B. AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE - WATF PROCESS STREAM).

6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS).

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SUMMARY

INJECTION CRITERIA 104407 BMCD-GWREMED-P204 A

9 10 P204.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\PROCESS\\P204.DWG 8/20/2015 11:33:24 AM EDULLE PRELIMINARY - NOT FOR CONSTRUCTION DEFINITIONS:

BA1 - BURIAL AREA 1 CaCO3 - CALCIUM CARBONATE LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER mL - MILLILITER mV - MILLIVOLT ORP - OXIDATION-REDUCTION POTENTIAL SiO2 - SILICA DIOXIDE s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS TOC - TOTAL ORGANIC CARBON TSS - TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER

µm - MICROMETER

µS/CM - MICROSIEMENS PER CENTIMETER WATF - WESTERN AREA TREATMENT FACILITY WSE - WATER SYSTEMS ENGINEERING INC.

BOLD - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION. PRETREATMENT WILL BE REQUIRED PRIOR TO INJECTION UNLESS OTHERWISE NOTED.

BOLD (WITH SHADE) - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION; HOWEVER PRETREATMENT WILL NOT BE REQUIRED INITIALLY. IN-PROCESS MONITORING RESULTS WILL BE EVALUATED TO ASSESS THE NEED FOR FUTURE PRETREATMENT.

GENERAL NOTES:

1.

AN UNDERGROUND INJECTION CONTROL (UIC) PERMIT WILL NOT BE REQUIRED FOR TREATED WATER INJECTION; THEREFORE THERE WILL BE NO PERMIT REQUIREMENTS FOR THE INJECTATE.

2.

RESULTS OF THE WSE EVALUATION WERE PRESENTED IN A LETTER REPORT ENTITLED INJECTION WELL WATER QUALITY CRITERIA (DATED 9/25/18).

3.

THE CRITERIA PRESENTED IN THIS TABLE APPLY ONLY TO TREATMENT SYSTEM EFFLUENTS UTILIZED FOR AQUIFER INJECTION.

1ORP IS DEPENDENT ON NATURAL WATER CHEMISTRY AND ANY INDUCED SUBSURFACE TREATMENT TECHNOLOGIES EMPLOYED.

2TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR BA1 ONLY.

3TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR WATF ONLY.

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SUMMARY

104407 BMCD-GWREMED-P205 A

10 10 P205.DWG 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\PROCESS\\P205.DWG 8/20/2015 11:33:24 AM EDULLE PRELIMINARY - NOT FOR CONSTRUCTION

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust SINGLE LINE DRAWING WESTERN AREA TREATMENT BUILDING 104407 BMCD-GWREMED-E101 A

2 12 E101.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

PAD MOUNTED XFMR 500 KVA MCC-1 WATF BUILDING 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12 GE-WU-01 CB 15A 0.33 HP GE-WU-01 CONT SIZE 0 P-8 GE-WU-01 GE-WAA-03 CB 15A 1.5 HP GE-WAA-03 CONT SIZE 0 P-13 GE-WAA-03 GE-WAA-01 CB 15A GE-WAA-04 CB 15A GE-WAA-02 CONT SIZE 0 GE-WAA-01 CONT SIZE 0 GE-WAA-04 CONT SIZE 0 P-11 P-14 GE-WAA-02 GE-WAA-01 GE-WAA-04 GE-WAA-05 GE-WAA-06 CB 15A GE-WAA-06 CONT SIZE 0 P-15 GE-WAA-06 GE-WAA-07 CB 15A GE-WAA-08 CB 15A GE-WAA-09 CB 15A GE-WAA-10 CB 15A GE-WAA-11 CB 15A GE-WAA-12 CB 15A GE-WAA-13 CB 15A GE-WAA-07 CONT SIZE 0 GE-WAA-08 CONT SIZE 0 GE-WAA-09 CONT SIZE 0 GE-WAA-10 CONT SIZE 0 GE-WAA-12 CONT SIZE 0 GE-WAA-13 CONT SIZE 0 P-18 P-19 P-20 P-21 GE-WAA-07 GE-WAA-08 GE-WAA-10 GE-WAA-11 GE-WAA-12 GE-WAA-13 GETR-WU-01A CB 15A GETR-WU-01A GE-WAA-05 CB 15A GE-WAA-05 CONT SIZE 0 GETR-WU-01A CONT SIZE 0 P-9 P-10 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 1.5 HP 0.5 HP CPP-2 CB 30A P-4 WA INJECTION ENCLOSURE PANEL CPP-2 P-6 P-7 2E 2G 2A 2B 2C 3D 3E 3F 3G 3H 3J 2D 2K 2J 2H 2L 2M 3A 3B 3C 800AT 800AF 400AT 400AF 1A 2C WESTERN AREA TREATMENT BUILDING 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12 SWBD-A (BY OTHERS)

SEE DWG K-EPM-DWG-DWG-E-110 OG&E DROP #1 13.2KV 3PH NOTES:

1.

SEE DRAWING E105 THROUGH E107 FOR CABLE AND CONDUIT SIZES.

2.

SEE DRAWING E103 FOR MCC ELEVATION.

3.

CABLE AND CONDUIT BETWEEN SWBD-1 AND MCC-1 SHALL BE PROVIDED BY OTHERS.

13.2KV 480V/277V GETR-WU-02A 1.5 HP 2F 30A 1H 10 KVA 480VAC-120/240V PP-2 1PH, 3W IJ 1D P-5 P-12 P-17 GE-WAA-09 METER (BY OG&E)

WESTERN AREA TREATMENT BUILDING 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12 GE-WAA-02 CB 15A GETR-WU-02A CB 15A GETR-WU-02A CONT SIZE 0 P-16 GE-WAA-11 CONT SIZE 0 GE-WAA-14 CB 15A GE-WAA-14 CONT SIZE 0 GE-WAA-14 1.5 HP GE-WAA-15 CB 15A GE-WAA-15 CONT SIZE 0 GE-WAA-15 1.5 HP Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E101.DWG 10/29/2018 1:03 PM JROBERSON P-3 1A 3K SPARE CB 15A SPARE CONT SIZE 0 SPARE SPARE CB 15A SPARE CONT SIZE 0 SPARE SPARE CB 15A SPARE CONT SIZE 0 SPARE A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust SINGLE LINE DRAWING BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE 104407 BMCD-GWREMED-E102 A

3 12 E102.dwg 2015 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

T2 10 KVA 480VAC-120/240V PP-4 1PH, 3W OG&E DROP #2 13.2KV 3PH 1H GE-BA1-02 CB 15A GE-BA1-04 CB 15A GE-BA1-05 CB 15A GE-BA1-06 CB 15A GE-BA1-07 CB 15A GE-BA1-08 CB 15A GETR-BA1-02A CB 15A P-43 GETR-BA1-02A GE-BA1-09 CB 15A GETR-BA1-01A VFD GETR-BA1-01A CB 15A GETR-BA1-01B CB 15A GE-BA1-02 CONT SIZE 0 GE-BA1-04 CONT SIZE 0 GE-BA1-05 CONT SIZE 0 GE-BA1-06 CONT SIZE 0 GE-BA1-07 CONT SIZE 0 GE-BA1-08 CONT SIZE 0 GE-BA1-09 CONT SIZE 0 P-45 P-53 P-42 GE-BA1-02 GE-BA1-04 GE-BA1-05 GE-BA1-06 GE-BA1-07 GE-BA1-08 GE-BA1-09 GETR-BA1-01A GETR-BA1-01B 0.75 HP 0.75 HP 0.75 HP 0.75 HP 0.75 HP 0.75 HP 0.75 HP 0.75 HP 0.75 HP 0.75 HP 0.75 HP 3C P-003 CB 15A P-003 CONT SIZE 0 0.5 HP P-004 CB 15A P-004 CONT SIZE 0 P-004 TRANSFER PUMP MXR-002 CB 15A MXR-002 CONT SIZE 0 MXR-002 MIXER MOTOR P-003 TRANSFER PUMP 0.5 HP 0.5 HP 3D 3F 3G 3H 3J 3K 3A 3B 2E 2G 2F NOTES:

1.

SEE DRAWING E105 THROUGH E107 FOR CABLE AND CONDUIT SIZES.

2.

SEE DRAWING E104 FOR MCC ELEVATION.

P-54 P-44 1J 2A 30A (3) SINGLE PHASE POLE MOUNTED XFMRS 75 KVA 1A 13.2KV 480V/277V 60A TO ION EXCHANGE SKID (BY OTHERS)

SEE K-EPM-DWG-E-210 METER 60A 60A P-52 (BY OG&E)

MCC-2 BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12 BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE 480VAC, 600A, 3PH, 3W, 42KAIC, NEMA 12 P-41 P-46 P-48 P-47 GE-BA1-03 CB 15A GE-BA1-03 CONT SIZE 0 GE-BA1-03 Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E102.DWG 10/29/2018 1:04 PM JROBERSON VFD GETR-BA1-01B VFD VFD GETR-BA1-02A VFD VFD 3E 3L SPARE CB 15A SPARE CONT SIZE 0 SPARE 3M P-50 P-51 P-49 A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG

A B

C D

SECTION 1 SECTION 2 SECTION 3 SECTION 4 GE-WU-01 PUMP GETR-WU-01A PUMP 480VAC TO 120/240V XFMR PP-2 120/240V CB PANEL E

F G

H J

K L

M GETR-WU-02A PUMP GE-WAA-01 PUMP GE-WAA-02 PUMP GE-WAA-03 PUMP GE-WAA-04 PUMP GE-WAA-05 PUMP GE-WAA-06 PUMP GE-WAA-07 PUMP GE-WAA-08 PUMP GE-WAA-10 PUMP GE-WAA-11 PUMP GE-WAA-12 PUMP SPARE CPP-2 WA CONTROL PANEL 480VAC XFMR DISCONNECT MAIN LUG COMPARTMENT SPACE GE-WAA-13 PUMP GE-WAA-14 PUMP GE-WAA-15 PUMP GE-WAA-09 PUMP SPACE SPACE SPARE SPARE Scale For Microfilming Inches Millimeters no.

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust MCC AND TRANSFORMER ELEVATION WESTERN AREA TREATMENT BUILDING 104407 BMCD-GWREMED-E103 A

4 12 E103.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

NOTES:

1.

SEE DRAWING E101 FOR SINGLE LINE.

2.

SEE DRAWING E108 FOR PANELBOARD SCHEDULE.

3.

MCC-1 SHALL BE LOCATED WITHIN THE WATF BUILDING. SEE DRAWING K-EPM-DWG-E115 FOR MCC-1 LOCATION WITHIN THE WATF BUILDING.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E103.DWG 10/29/2018 1:05 PM JROBERSON MCC-1 ELEVATION VIEW A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG

SECTION 1 SECTION 2 MAIN CB 480VAC TO 120/240V XFMR PP-4 120/240V CB PANEL SECTION 3 A

B C

D E

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M GETR-BA1-01B PUMP GE-BA1-02 PUMP GE-BA1-03 PUMP GE-BA1-04 PUMP GE-BA1-05 PUMP GE-BA1-06 PUMP GE-BA1-07 PUMP GE-BA1-08 PUMP GE-BA1-09 PUMP SPARE P-003 TRANSFER PUMP P-004 TRANSFER PUMP MXR-002 MIXER MOTOR SPACE 480VAC XFMR DISCONNECT GETR-BA1-01A PUMP SPACE SPACE SPACE GETR-BA1-02A PUMP Scale For Microfilming Inches Millimeters no.

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust MCC AND TRANSFORMER ELEVATION BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE 104407 BMCD-GWREMED-E104 A

5 12 E104.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

NOTES:

1.

SEE DRAWING E102 FOR SINGLE LINE.

2.

SEE DRAWING E108 FOR PANELBOARD SCHEDULE.

3.

MCC-2 SHALL BE LOCATED WITHIN THE BURIAL AREA 1 TREATMENT SYSTEM ENCLOSURE. SEE DRAWING M104 FOR LOCATION.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E104.DWG 10/29/2018 1:06 PM JROBERSON MCC-2 ELEVATION VIEW A 10/12/18 ISSUED FOR 60%

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust CABLE AND CONDUIT SCHEDULE 104407 BMCD-GWREMED-E105 A

6 12 E105.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E105.DWG 10/12/2018 9:05 AM JROBERSON A 10/12/18 ISSUED FOR 60%

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust CABLE AND CONDUIT SCHEDULE 104407 BMCD-GWREMED-E106 A

7 12 E106.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E106.DWG 10/12/2018 9:07 AM JROBERSON A 10/12/18 ISSUED FOR 60%

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date detailed checked designed of sheet sheets project contract rev.

drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust CABLE AND CONDUIT SCHEDULE 104407 BMCD-GWREMED-E107 A

8 12 E107.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E107.DWG 10/29/2018 1:24 PM JROBERSON A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG

Scale For Microfilming Inches Millimeters no.

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9 12 E108.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

A 10/12/18 ISSUED FOR 60%

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust COMMUNICATION SYSTEM ARCHITECTURE SHEET 1 104407 BMCD-GWREMED-E109 A

10 12 E109.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR GETR-WU-02A WELL SITE GETR-WU-01A WELL SITE GE-WU-01 WELL SITE GE-WAA-06 WELL SITE GE-WAA-07 WELL SITE GE-WAA-08 WELL SITE GE-WAA-09 WELL SITE FLOW XMTR PSI XMTR LEVEL XMTR GE-WAA-10 WELL SITE FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR GE-WAA-11 WELL SITE GE-WAA-12 WELL SITE GE-WAA-13 WELL SITE FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR GE-WAA-05 WELL SITE GE-WAA-14 WELL SITE GE-WAA-15 WELL SITE ETHERNET TO BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE DRAWING E110 WAA-REMOTE PLC CABINET - CPP-3 WATF BUILDING - CONTROL ROOM FIBER TO ETHERNET SWITCH / MEDIA CONVERTER FIBER FIBER ETHERNET ETHERNET MOTOR CONTROL CENTER (MCC-1)

WATF BUILDING - ELECTRICAL ROOM CPP-3 PLC FIBER TO ETHERNET SWITCH /

MEDIA CONVERTER (18) 9/C #14 (1) 3/C #14 DIGITAL OUTPUTS DIGITAL INPUTS CPP-1 PLC

14 TSP HMI PSI XMTR (11)

INJECTION WELLS NOTES:

1.

SEE DRAWING K-EPM-DWG-J-115 FOR CONTROL SYSTEM NETWORK BY OTHERS.

COMMS.

ETHERNET DIGITAL INPUTS SECURITY INTRUSION SENSOR COMMS.

ETHERNET TO WATER TREATMENT SYSTEM PLC (BY OTHERS)

14 TSP GE-WU-01 MOTOR STARTER AND STATUSES GETR-WU-01A MOTOR STARTER AND STATUSES GE-WAA-02 MOTOR STARTER AND STATUSES GE-WAA-01 MOTOR STARTER AND STATUSES GETR-WU-02A MOTOR STARTER AND STATUSES GE-WAA-05 MOTOR STARTER AND STATUSES GE-WAA-03 MOTOR STARTER AND STATUSES GE-WAA-04 MOTOR STARTER AND STATUSES GE-WAA-13 MOTOR STARTER AND STATUSES GE-WAA-06 MOTOR STARTER AND STATUSES GE-WAA-07 MOTOR STARTER AND STATUSES GE-WAA-08 MOTOR STARTER AND STATUSES GE-WAA-14 MOTOR STARTER AND STATUSES GE-WAA-15 MOTOR STARTER AND STATUSES 12-COUNT FIBER PATCH PANEL (BY OTHERS)

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E109.DWG 10/12/2018 9:03 AM JROBERSON GE-WAA-09 MOTOR STARTER AND STATUSES GE-WAA-10 MOTOR STARTER AND STATUSES GE-WAA-11 MOTOR STARTER AND STATUSES GE-WAA-12 MOTOR STARTER AND STATUSES WATF BUILDING SECURITY INTRUSION SENSOR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR GE-WAA-02 WELL SITE GE-WAA-03 WELL SITE 3/C #14 FIBER 12-COUNT FIBER PATCH PANEL TO WA INJECTION SYSTEM ENCLOSURE DRAWING E110 GE-WAA-04 WELL SITE A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust COMMUNICATION SYSTEM ARCHITECTURE SHEET 2 104407 BMCD-GWREMED-E110 A

11 12 E110.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR GETR-BA1-01A WELL SITE FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR FLOW XMTR PSI XMTR LEVEL XMTR BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE CPP-4 PLC FIBER TO ETHERNET SWITCH / MEDIA CONVERTER DIGITAL OUTPUTS DIGITAL INPUTS MOTOR CONTROL CENTER (MCC-2)

AT BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE WATF BUILDING DWG E109 (14) 9/C #14 (4) #14 TSP FIBER ETHERNET GE-BA1-03 MOTOR STARTER AND STATUSES GE-BA1-04 MOTOR STARTER AND STATUSES GE-BA1-05 MOTOR STARTER AND STATUSES GE-BA1-06 MOTOR STARTER AND STATUSES GE-BA1-07 MOTOR STARTER AND STATUSES GE-BA1-08 MOTOR STARTER AND STATUSES GE-BA1-09 MOTOR STARTER AND STATUSES GETR-BA1-01B WELL SITE GE-BA1-07 WELL SITE GE-BA1-06 WELL SITE GETR-BA1-02A WELL SITE GE-BA1-05 WELL SITE GE-BA1-02 WELL SITE GE-BA1-04 WELL SITE GE-BA1-03 WELL SITE GE-BA1-09 WELL SITE FLOW XMTR PSI XMTR LEVEL XMTR GE-BA1-08 WELL SITE P-003 MOTOR STARTER AND STATUSES P-004 MOTOR STARTER AND STATUSES MXR-002 MOTOR STARTER AND STATUSES FLOW XMTR (5)

PSI XMTR (4)

LEVEL XMTR (1)

INJECTION SYSTEM NOTES:

1.

SEE DRAWING KUR-ENVI01-001-DWG-J115 FOR CONTROL SYSTEM NETWORK BY OTHERS.

ANALOG OUTPUT ANALOG INPUT COMMS.

ETHERNET HMI TO WATER TREATMENT SYSTEM PLC (BY OTHERS)

INJECTION SYSTEM LEVEL SWITCH (3)

LEAK DETECTION (1)

BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE SECURITY INTRUSION SENSOR PSI XMTR (3)

INJECTION WELLS MOVS (4)

INJECTION SYSTEM (12) COUNT FIBER PATCH PANEL FLOW XMTR PSI XMTR LEVEL XMTR Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E110.DWG 10/29/2018 1:22 PM JROBERSON GE-BA1-02 MOTOR STARTER AND STATUSES GETR-BA1-01A VFD STATUSES AND SPEED VFDS AT BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE GETR-BA1-01B VFD STATUSES AND SPEED GETR-BA1-02A VFD STATUSES AND SPEED

14 TSP

14 TSP

14 TSP WA INJECTION SYSTEM ENCLOSURE CPP-2 PLC FIBER TO ETHERNET SWITCH / MEDIA CONVERTER DIGITAL OUTPUTS DIGITAL INPUTS WATF BUILDING DWG E109 FIBER ETHERNET ANALOG OUTPUT ANALOG INPUT COMMS.

ETHERNET HMI TO WATER TREATMENT SYSTEM PLC (BY OTHERS)

MOVS (12)

INJECTION SYSTEM (12) COUNT FIBER PATCH PANEL

14 TSP P-001 MOTOR STARTER AND STATUSES MXR-001 MOTOR STARTER AND STATUSES P-002 MOTOR STARTER AND STATUSES FLOW XMTR (13)

PSI XMTR (12)

LEVEL XMTR (1)

INJECTION SYSTEM (3) 9/C #14 (5) #14 TSP

14 TSP INJECTION SYSTEM LEVEL SWITCH (3)

LEAK DETECTION (1)

A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG WA INJECTION SYSTEM ENCLOSURE SECURITY INTRUSION SENSOR

10'-0" BOTTOM OF PLATFORM T/GRADE WAA-REMOTE PLC CPP-3 Scale For Microfilming Inches Millimeters no.

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12 12 E111.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

C003 A

CONTROL PANEL DETAIL N.T.S.

A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG

HORIZONTAL VERTICAL HORIZONTAL VERTICAL by 1

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SHEET 1 104407 BMCD-GWREMED-C105 A

11 14 C105 PIPE-CONDUIT 1.DWG 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\C105 PIPE-CONDUIT 1.DWG 9/18/2015 4:10:49 PM BWEIS SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID C003 A

SECTION COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE 6"

(MIN.)

3" WA GROUNDWATER EXTRACTION LINE 2 INSTRUMENTATION CABLES CONDUIT (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS)

ELECTRICAL WIRE CONDUITS (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS)

SAND GRAVEL MIX BACKFILL (SEE NOTES) 36" (MIN.) COVER ALL PIPES AND CONDUITS AS PRACTICAL (SEE NOTE 13)

NOT TO SCALE PIPE & CONDUIT TRENCH SECTIONS NOTES:

1.

TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH OSHA STANDARDS.

2.

NUMBER OF CABLES AND ARRANGEMENT IN ELECTRICAL WIRE CONDUIT GRID MAY VARY, SHOWN FOR VISUAL CONCEPT PURPOSES ONLY. CONTRACTOR SHALL ORGANIZE CONDUITS / WIRING IN A LOGICAL ARRANGEMENT. SUBMIT PROPOSED ARRANGEMENT FOR APPROVAL AND PROVIDE AS BUILT CONDITIONS.

3.

CLEARANCE AROUND PIPES / CONDUITS SHALL BE INCREASED IF NECESSARY TO ATTAIN GOOD COMPACTION IN HAUNCHES OF PIPES.

4.

SAFETY WARNING TAPE COLOR AND TEXT SHALL BE SPECIFIC TO THE PIPE, CONDUIT, OR ELECTRICAL GRID IT IS INSTALLED TO PROTECT ("GAS, PIPES SHALL BE YELLOW TAPE THAT INCLUDES THE TEXT "BURIED GAS PIPE").

5.

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

6.

PLACE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS. COMPACT COHESIVE SOILS TO A MINIMUM OF 85% (95%

IN AREAS OF ASPHALT OR GRAVEL PAVEMENT) OF MAXIMUM DRY DENSITY WITHIN THE MOISTURE RANGE OF +/- 3% ABOVE OPTIMUM AS DETERMINED BY ASTM D698.

7.

PLACE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 6 INCHES IN THICKNESS. 4" BEDDING BELOW PIPING OR CONDUIT TO BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DRY DENSITY WITHIN THE MOISTURE RANGE OF +/- 3%. SUBSEQUENT BEDDING TO BE COMPACTED BY HAND OR MECHANICAL METHODS. SUITABLE CLEAN MATERIAL TO BE PROVIDED BY CONTRACTOR.

8.

ALL PIPING / CONDUIT WILL BE BURIED BENEATH THE ESTABLISHED FROST LINE (18 INCHES).

9.

DISCHARGE PIPING TRENCH BACKFILL (BEDDING AND SOIL) SHALL BE COMPACTION TESTED IN ACCORDANCE WITH ASTM D6938 AT A FREQUENCY OF ONCE EVERY 300 LINEAR FEET. BACKFILL FAILING TO MEET COMPACTION REQUIREMENTS SHALL BE RE-COMPACTED AND TESTED AT NO COST TO OWNER/ENGINEER.

10. ELECTRICAL WIRE CONDUIT GRID (DUCT BANK) SHALL CONTAIN PLASTIC SPACERS WITH CONDUITS PLACED AT 7.5 INCH CENTERS, AND SHALL BE BACKFILLED WITH SAND.

11.

TRACER WIRE AND TEST STATIONS SHALL BE INSTALLED IN TRENCHES WITHOUT ELECTRICAL POWER OR INSTRUMENTATION CABLES. TEST STATIONS SHALL BE INSTALLED AT A MAXIMUM OF ONCE EVERY 1000 FEET.

12.

CONTRACTOR MAY ELECT TO CONSTRUCT A FLAT BOTTOM TRENCH IF IT IS DETERMINED TO BE A MORE ECONOMICAL APPROACH.

MINIMUM CLEARANCES SHOWN MUST BE PROVIDED.

13. IF ROCK OR GROUNDWATER IS ENCOUNTERED AT SHALLOW DEPTHS ALONG TRENCH ALIGNMENT, MINIMUM PIPE / CONDUIT COVER DEPTH MAY BE REDUCED TO 12" BELOW EXISTING GROUND SURFACE IF 6" MOUND ABOVE EXISTING SURFACE IS PROVIDED TO MAINTAIN 18" TOTAL COVER. MOUNDING MAY NOT BE PERMISSIBLE IN DRAINAGE WAYS OR AREAS TO BE MOWED. ENGINEER SHALL APPROVE ALL AREAS WHERE MOUNDING IS PROPOSED, SUBMIT AREAS OF PROPOSED MOUNDING FOR APPROVAL PRIOR TO CONSTRUCTION.

14.

AIR RELEASE VALVES SHALL BE PROVIDED AT ALL HIGH POINTS OF PRESSURE WATER PIPE SYSTEMS. CONTRACTOR SHALL CONSTANTLY MONITOR PIPE INSTALLATION ELEVATIONS TO DETERMINE ALL HIGH POINTS. SEE SHEET C108 FOR AIR RELEASE VALVE DETAILS.

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID C004 B

SECTION COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE 6"

(MIN.)

6" MIN., TYP CLEARANCE BETWEEN PIPES / CONDUITS 4"

(MIN.)

SAND GRAVEL MIX BACKFILL (SEE NOTES) 36" (MIN.) COVER ALL PIPES AND CONDUITS AS PRACTICAL (SEE NOTE 13)

NOT TO SCALE C004 C

SECTION NOT TO SCALE 4"

(MIN.)

6" FIRE SUPPRESSION WATER SUPPLY PIPE TO HYDRANT 1" COMMUNICATION CONDUIT / CABLE FROM UTILITY TO WA TREATMENT BUILDING 4"

(MIN.)

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE 6" WA GROUNDWATER EXTRACTION LINE 1 8" TREATMENT DISCHARGE PIPE TO WA OUTFALL SAND GRAVEL MIX BACKFILL (SEE NOTES)

VARIES 4"

(MIN.)

6" (MIN.)

4" (MIN.)

4" MIN.

(TYP.)

6" MIN., TYP. CLEARANCE BETWEEN PIPES / CONDUITS 4" MIN.

(TYP.)

36" (MIN.) COVER ALL PIPES AND CONDUITS AS PRACITCAL (SEE NOTE 13)

ELECTRICAL WIRE CONDUIT GRID (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS), INCLUDES 1" FIBER OPTIC CABLE

/ CONDUIT FROM WA TREATMENT BUILDING TO WA RTU CABINET (SEE NOTE 10) 2" POTABLE WATER SUPPLY PIPE TO WA TREATMENT BUILDING 6" MIN., TYP CLEARANCE BETWEEN PIPES / CONDUITS 4"(MIN.)

12" (MAX.), TYP.

4"(MIN.)

12" (MAX.), TYP.

4"(MIN.)

12" (MAX.), TYP.

PRELIMINARY - NOT FOR CONSTRUCTION INSTRUMENTATION CABLES CONDUIT (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS)

HORIZONTAL VERTICAL HORIZONTAL VERTICAL by 1

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SHEET 2 104407 BMCD-GWREMED-C106 A

12 14 C106 PIPE-CONDUIT 2.DWG 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\C106 PIPE-CONDUIT 2.DWG 9/18/2015 4:10:49 PM BWEIS SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE 36" (MIN.) COVER ALL PIPES AND CONDUITS AS PRACTICAL (SEE NOTE 13, C105) 2" GROUNDWATER INJECTION SUPPLY PIPES LOCATION APPROXIMATE FIBER OPTIC CABLE /

CONDUIT (SEE ELECTRICAL DRAWINGS FOR DETAILS)

INSTRUMENTATION CABLE /

CONDUIT (SEE ELECTRICAL DRAWINGS FOR DETAILS)

REPLACED SOIL (13' +/-)

TOP OF INJECTION TRENCH GWI-UP2-01 C004 D

SECTION NOT TO SCALE SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE 36" (MIN.) COVER ALL PIPES AND CONDUITS AS PRACTICAL (SEE NOTE 13, C005)

VARIES 6"

(MIN.)

SAND GRAVEL MIX BACKFILL (SEE NOTES)

VARIES 4"

(MIN.)

4" TREATMENT DISCHARGE PIPE TO BA1 OUTFALL ELECTRICAL WIRE CONDUIT GRID (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS), INCLUDES 1" FIBER OPTIC CABLE

/ CONDUIT FROM WA TREATMENT BUILDING TO CENTRAL CONTROL BUILDING (SEE NOTE 10, SHEET C105) 2" INJECTION SUPPLY PIPES 6" BA1 GROUNDWATER EXTRACTION LINE 1 INSTRUMENTATION CABLES / CONDUIT (SEE ELECTRICAL DRAWINGS FOR DETAILS)

C006 E

SECTION 4"

(MIN.)

SAND GRAVEL MIX BACKFILL (SEE NOTES) 6" MIN., TYP. CLEARANCE BETWEEN PIPES / CONDUITS NOTE:

1.

SEE SHEET C105 FOR PIPE & CONDUIT TRENCH SECTION NOTES.

6" MIN., TYP. CLEARANCE BETWEEN PIPES / CONDUITS 4" (MIN.)

12" (MAX.), TYP.

4" (MIN.)

12" (MAX.),

TYP.

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE 36" (MIN.) COVER ALL PIPES AND CONDUITS AS PRACTICAL (SEE NOTE 13, C105)

INSTRUMENTATION CABLE /

CONDUIT (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS)

SAND GRAVEL MIX BACKFILL 6"

(MIN.)

4" (MIN.)

C003 F

SECTION 4" (MIN.)

12" (MAX.),

TYP.

2" GROUNDWATER EXTRACTION PIPE LATERAL POWER SUPPLY CABLE / CONDUIT (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS) 4" (MIN.)

PRELIMINARY - NOT FOR CONSTRUCTION NOT TO SCALE NOT TO SCALE CONSTRUCTION PRIOR TO PIPE INSTALLATION TRENCHING

PL PL PL PL PL PL P

L PL PL PL Scale For Microfilming Inches Millimeters no.

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drawing file ckd RTB A

13 14 C107 OUTFALL DETAILS.DWG 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\C107 OUTFALL DETAILS.DWG 1/20/2015 9:55:16 AM BWEIS HEADWALL CHECK VALVE HEADWALL HDPE DISCHARGE PIPE 1 1/4" DIA. X 5 1/2" HILTI STAINLESS STEEL EXPANSION ANCHOR, MIN. EMBEDMENT 2 1/2" (TYP.)

CHECK VALVE RIVER FLOW CURVE BILL HDPE DISCHARGE PIPE (NOT TO SCALE)

D 5' MIN.

10' MIN.

TYPE 1, 36-INCH OK DOT RIPRAP, UNDERLAY WITH GEOTEXTILE CIMARRON RIVER HEADWALL, CHECK VALVE, AND RIP-RAP APRON WESTERN AREA OUTFALL PLAN CIMARRON RIVER HEADWALL, CHECK VALVE, AND RIP-RAP APRON BURIAL AREA 1 OUTFALL PLAN CHECK VALVE (NOT TO SCALE)

RIPRAP APRON (NOT TO SCALE) 219.87' OF 10' WIDE TRIANGULAR RIP-RAP CHANNEL 164.89' OF 10' WIDE TRIANGULAR RIP-RAP CHANNEL EX. GRADE PRELIMINARY - NOT FOR CONSTRUCTION APPROXIMATE AREA OF OBSERVED VARIANCE IN TOPOGRAPHY FROM THE CONTOURS SHOWN

- FIELD-VERIFY ACTUAL CONDITIONS, TYP.

DETAIL 2

C005 3

4 DETAIL 1

C003 SECTION A

DETAIL 4

DETAIL 3

3 4

A

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14 14 C108 MISC DET.DWG 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\C108 MISC DET.DWG 1/20/2015 9:55:16 AM BWEIS TYPICAL ACCESS ROAD IMPROVEMENTS SECTION DETAIL 6

M101, M102 SECTION A

C004 6" STD. WT GALV. PIPE (FILL W/ CONCRETE) 1" 4'-0" BOLLARD NOTES:

1.

AFTER INSTALLATION PAINT BOLLARD WITH ALKYD GLOSS ENAMEL (40% SOLIDS BY VOLUME)

"SAFETY" YELLOW AT 1.5 MILS DRY FILM THICKNESS.

2.

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

3'-0" 3"

FINISH GRADE 8" (MIN.)

BOLLARD NOT TO SCALE 1"

18" MIN.

BALL VALVE DOUBLE WASHED 2-INCH CLEAN STONE OPEN-BOTTOM HDPE VAULT WITH LID PVC TO HDPE TRANSITION COUPLING (TYP.)

2" SCH 80 PVC COUPLING & CAP FROM EXTRACTION WELL(S)

GATE VALVE DETAIL 3

TYPICAL EXTRACTION BRANCH LINE CLEANOUT VALVE VAULT NOT TO SCALE 20'-0 CL 3

1 COMPACTED SOIL BACKFILL 2 %

2 %

EX. GRADE 3

1 DEPTH VARIES ROADSIDE DRAINAGE CHANNEL, AS NECESSARY COMPACTED SUBGRADE ODOT TYPE A AGGREGATE BASE 8" MIN.

2" MIN.

EXISTING ACCESS ROAD, 10' +/-

3 1

18" MIN.

BALL VALVE DOUBLE WASHED 2-INCH CLEAN STONE OPEN-BOTTOM HDPE VAULT WITH LID FROM UPSTREAM EXTRACTION WELLS PVC TO HDPE TRANSITION COUPLING (TYP.)

2" SCH 80 PVC COUPLING & CAP TO TREATMENT BUILDING GATE VALVE DETAIL 4

TYPICAL EXTRACTION TRUNK LINE CLEANOUT VALVE VAULT NOT TO SCALE DETAIL 1

TYPICAL EXTRACTION LINE CLEANOUTS (PLAN VIEW)

NOT TO SCALE FROM EXTRACTION WELL (BRANCH)

TO TREATMENT BUILDING FROM UPSTREAM WELLS (TRUNK)

TYPICAL TRUNK LINE CLEANOUT VALVE VAULT - TO BE INSTALLED ON TRUNK LINE AS INDICATED (SEE DETAIL 4 ABOVE)

TYPICAL BRANCH LINE CLEANOUT VALVE VAULT -

TO BE INSTALLED ON BRANCH LINES AS INDICATED (SEE DETAIL 3 ABOVE)

WYE WYE TRUNK LINE BRANCH LINE DETAIL 2

TYPICAL INJECTION & WATER SUPPLY LINE CLEANOUTS (PLAN VIEW)

NOT TO SCALE TO INJECTION WELL TO DOWNSTREAM INJECTION WELL FROM TREATMENT BUILDING TYPICAL TRUNK LINE CLEANOUT VALVE VAULT - TO BE INSTALLED ON TRUNK LINE AS INDICATED (SEE DETAIL 5 ABOVE)

TYPICAL BRANCH LINE CLEANOUT VALVE VAULT -

TO BE INSTALLED ON BRANCH LINES AS INDICATED (SEE DETAIL 5 ABOVE)

WYE WYE TRUNK LINE BRANCH LINE 18" MIN.

BALL VALVE DOUBLE WASHED 2-INCH CLEAN STONE OPEN-BOTTOM HDPE VAULT WITH LID FROM TREATMENT BUILDING OR TRUNK LINE BOLLARD (TYP. OF 2, SEE DETAIL 6, THIS SHEET)

PVC TO HDPE TRANSITION COUPLING (TYP.)

2" SCH 80 PVC COUPLING & CAP TO INJECTION WELL(S)

GATE VALVE DETAIL 5

TYPICAL INJECTION & WATER SUPPLY LINE CLEANOUT VALVE VAULT NOT TO SCALE CLEANOUTS MAY BE COMBINED INTO A SINGLE VAULT IF INDICATED IN CLOSE PROXIMITY TRUNK LINE PRELIMINARY - NOT FOR CONSTRUCTION ESTABLISH VEGETATION IN DISTURBED AREAS, TYP.

BACKFILL TO EXISTING, TYP.

3" BACKFILL TO EXISTING, TYP.

3" FINISH GRADE PRECAST SLAB AIR RELEASE VALVE 1/2" ANGLE HOSE VALVE 3/4" GATE VALVE 2" FIBERGLASS BATTS @

MH WALL & PIPE ONLY PROPOSED EXTRACTION, INJECTION, OR SUPPLY PIPING CLAY & BAILEY #2007 MR OR APPROVED EQUAL 1/2" COMPACTED AGGREGATE AIR RELEASE VALVE NOT TO SCALE AIR RELEASE VALVE NOTES:

1.

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

2.

AIR RELEASE VALVE VAULT SHALL BE DESIGNED FOR H20 TRAFFIC LOADING.

3.

TWO PIPELINES SHOWN IN DETAIL, ACTUAL NUMBER OF PIPELINES MAY VARY.

18" (MIN.)

13" 8"

6" 18" (TYP.)

48" I.D. PRECAST MANHOLE RISER REINFORCING EQUAL TO ASTM C-478 12 OZ NON-WOVEN GEOTEXTILE BOLLARD (TYP. OF 2, SEE DETAIL 6, THIS SHEET)

BOLLARD (TYP. OF 2, SEE DETAIL 6, THIS SHEET)

ML18323A208

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ML18323A208

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