Text

To Cimarron Facility Decommissioning Plan, Appendices J Part 1 of 2
	ML18323A207
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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date description ELEVATION CALLOUT EXAMPLE DETAIL CALLOUT EXAMPLE SECTION CALLOUT EXAMPLE DRAWING SEQUENCE NUMBER INDICATES WHERE TITLE IS LOCATED (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON THE SAME DRAWING)

LETTER OR NUMBER DESIGNATOR THE WORD "SECTION" MAY BE REPLACED WITH "ELEVATION" OR "DETAIL" SECTION, DETAIL, AND ELEVATION IDENTIFICATION SYSTEM SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE SYMBOL IDENTIFIERS SECTION, DETAIL, AND ELEVATION SECTION ONE OR TWO CHARACTER DISCIPLINE DESIGNATOR (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON DRAWINGS WITHIN THE SAME DISCIPLINE)

A FP001 A

001 7

FP001 A

FP001 B

A001 Groundwater Remediation August 2018 60% Design Drawings GENERAL DRAWINGS DWG. NO.

TITLE Logan County, Oklahoma COVER-INDEX GENERAL NOTES, LEGEND, AND ABBREVIATIONS CIVIL DRAWINGS DWG. NO.

TITLE 104407 Cimarron Environmental Response Trust PROJECT LOCATION ADDRESS:

100 NORTH HIGHWAY 74 GUTHRIE, OK 73044 LEGAL DESCRIPTION:

NE, NW, & SW 1/4 Sec. 12, T16N R4W I.M., NE 1/4 Sec. 11, T16N R4W I.M.,

Sec. 1 & 2 South of River, T16N R4W I.M.

N BMCD-GWREMED-G001 NOT TO SCALE BMCD-GWREMED-C001 BMCD-GWREMED-C002 BMCD-GWREMED-C003 BMCD-GWREMED-C004 BMCD-GWREMED-C005 BMCD-GWREMED-C006 BMCD-GWREMED-C101 BMCD-GWREMED-C102 BMCD-GWREMED-C103 BMCD-GWREMED-C104 BMCD-GWREMED-C105 BMCD-GWREMED-C106 BMCD-GWREMED-C107 BMCD-GWREMED-C108 A

8/10/18 BCW ISSUED FOR REVIEW EXISTING CONDITIONS OVERALL SITE PLAN AND SHEET LAYOUT KEY PARTIAL SITE PLAN - NORTH PARTIAL SITE PLAN - SOUTH PARTIAL SITE PLAN - EAST TREATMENT FACILITIES SITE PLAN EXTRACTION TRENCH DETAILS INJECTION TRENCH DETAILS - SHEET 1 INJECTION TRENCH DETAILS - SHEET 2 INJECTION TRENCH DETAILS - SHEET 3 PIPE & CONDUIT TRENCH SECTIONS -

SHEET 1 PIPE & CONDUIT TRENCH SECTIONS -

SHEET 2 OUTFALL DETAILS MISCELLANEOUS DETAILS Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\CVR-CERT COVER.DWG 10/11/2018 1:50 PM EDULLE ELECTRICAL DRAWINGS DWG. NO.

BMCD-GWREMED-E001 BMCD-GWREMED-E101 BMCD-GWREMED-E102 BMCD-GWREMED-E103 BMCD-GWREMED-E104 BMCD-GWREMED-E105 BMCD-GWREMED-E106 BMCD-GWREMED-E107 BMCD-GWREMED-E108 BMCD-GWREMED-E109 BMCD-GWREMED-E110 BMCD-GWREMED-E111 BMCD-GWREMED-E112 BMCD-GWREMED-E113 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES SINGLE LINE DRAWING - WESTERN AREA TREATMENT BUILDING SINGLE LINE DRAWING - WELL FIELD CONTROL BUILDING SINGLE LINE DRAWING - BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE MCC AND TRANSFORMER ELEVATION -

WESTERN AREA TREATMENT BUILDING MCC AND TRANSFORMER ELEVATION -

WELL FIELD CONTROL BUILDING MCC AND TRANSFORMER ELEVATION -

BURIAL AREA 1 INJECTION SYSTEM ENCLOSURE CABLE AND CONDUIT SCHEDULE - SHEET 1 CABLE AND CONDUIT SCHEDULE - SHEET 2 CABLE AND CONDUIT SCHEDULE - SHEET 3 PANELBOARD SCHEDULE COMMUNICATION SYSTEM ARCHITECTURE -

SHEET 1 COMMUNICATION SYSTEM ARCHITECTURE -

SHEET 2 ELECTRICAL DETAILS DWG. NO.

TITLE RTB MECHANICAL DRAWINGS DWG. NO.

TITLE BMCD-GWREMED-M101 BMCD-GWREMED-M102 BMCD-GWREMED-M103 BMCD-GWREMED-M104 BMCD-GWREMED-M105 BMCD-GWREMED-M201 BMCD-GWREMED-M202 BMCD-GWREMED-M203 WELL FIELD CONTROL BUILDING GENERAL ARRANGEMENT EXTRACTION WELL/SUMP AND VAULT DETAILS INJECTION WELL DETAILS WESTERN AREA GROUNDWATER INJECTION SYSTEM GENERAL ARRANGEMENT BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM GENERAL ARRANGEMENT CONSTRUCTION DETAILS INDEX - EXTRACTION WELLS/SUMPS CONSTRUCTION DETAILS INDEX - INJECTION WELLS PUMP SELECTION INDEX - EXTRACTION WELLS/SUMPS DWG. NO.

TITLE PROCESS DRAWINGS DWG. NO.

TITLE BMCD-GWREMED-P001 BMCD-GWREMED-P101 BMCD-GWREMED-P102 BMCD-GWREMED-P103 BMCD-GWREMED-P104 BMCD-GWREMED-P201 BMCD-GWREMED-P202 BMCD-GWREMED-P203 BMCD-GWREMED-P204 BMCD-GWREMED-P205 P&ID NOTES AND LEGEND WESTERN AREA GROUNDWATER EXTRACTION SYSTEM P&ID BURIAL AREA 1 GROUNDWATER EXTRACTION SYSTEM P&ID WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM P&ID WATER TREATMENT DESIGN BASIS

SUMMARY

- INFLUENT CHARACTERISTICS AND CRITERIA WATER TREATMENT DESIGN BASIS

SUMMARY

- EFFLUENT CHARACTERISTICS AND CRITERIA - SHEET 1 WATER TREATMENT DESIGN BASIS

SUMMARY

- EFFLUENT CHARACTERISTICS AND CRITERIA - SHEET 2 WATER TREATMENT DESIGN BASIS

SUMMARY

- INJECTION CHARACTERISTICS AND CRITERIA GROUNDWATER EXTRACTION AND INJECTION FLOW RATE

SUMMARY

DWG. NO.

Logan 74 74 33 33 PROJECT LOCATION MAY AVE.

CIMARRON RIVER PRELIMINARY - NOT FOR CONSTRUCTION

Scale For Microfilming Inches Millimeters no.

date description by 1

13 12 11 10 9

8 7

6 5

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2 I

H G

F E

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date detailed checked designed of sheet sheets project contract rev.

drawing file ckd RTB A

2 G001 GEN-NOTES-AB.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\\G001 GEN-NOTES-AB.DWG 1/20/2015 9:55:16 AM BWEIS BURIED INSTRUMENTATION CONDUIT/ CABLE BURIED ELECTRICAL CONDUIT/ CABLE BURIED GROUNDWATER EXTRACTION PIPE BURIED INJECTION WATER SUPPLY PIIPE EXTRACTION WELL LEGEND ET ET GW GW IT IT IS IS E

E PL INJECTION TRENCH PROPERTY LNE WATER SUPPLY LNE W

BURIED WATER DISCHARGE PIPE EASEMENT BURIED FIBER OPTIC CONDUIT/ CABLE FO FO BURIED COMMUNICATION CONDUIT/ CABLE BURIED ELECTRICAL CONDUIT/ CABLE GROUNDWATER EXTRACTION TRENCH BURIED INJECTION WATER SUPPLY PIIPE EXTRACTION TRENCH SUMP INJECTION WELL EXTRACTION TRENCH SUMP INJECTION TRENCH PROPERTY LNE WATER SUPPLY LNE BURIED WATER DISCHARGE PIPE EASEMENT PROPOSED TRUNK LINE CLEANOUT BURIED FIBER OPTIC CONDUIT/ CABLE APPROX.

APPROXIMATE BA1 BURIAL AREA 1 BLDG.

BUILDING C

CENTER LINE CMP.

CORRUGATED METAL PIPE CP.

CONTROL POINT CPP CONTROL PANEL POWER DIA.

DIAMETER DWG.

DRAWING E.

EAST EL.

ELEVATION EX.

EXISTING EXIST.

EXISTING FT.

FEET GE GROUNDWATER EXTRACTION GETR GROUNDWATER EXTRACTION TRENCH GWI GROUNDWATER INJECTION HDPE HIGH DENSITY POLYETHLYENE INC.

INCORPORATED INJ.

INJECTION MAX.

MAXIMUM MIN.

MINUMUM MISC.

MISCELLANEOUS N.

NORTH O.D.

OUTSIDE DIAMETER OG&E OKLAHOMA GAS & ELECTRIC OSHA.

OCCUPATIONAL SAFETY HEALTH ADMINISTRATION OZ.

OUNCE PVC POLYVINYL CHLORIDE RTU REMOTE TELEMETRY UNIT S.Q SQUARE ST.

STREET STA STATION TYP.

TYPICAL UP URANIUM POND U

URANIUM WA WESTERN AREA WU WESTERN UPLAND WAA WESTERN ALLUVIAL AREA Y

YARD ABBREVIATIONS:

L I

I C

PRELIMINARY - NOT FOR CONSTRUCTION 2

EXISTING SURFACE ELEVATION CONTOUR EXISTING FENCE PIPE & CONDUIT ALIGNMENT (APPLIES TO C002 ONLY)

EXISTING MONITOR WELL PROPOSED BRANCH LINE CLEANOUT

ABBREVIATIONS (SELF-CONTAINED)

REDUCING REGULATOR PIPING AND VALVE SYMBOLS BOTTOM CONNECTION TOP CONNECTION ELBOW TURNING DOWN ELBOW TURNING UP SINGLE LINE PIPING EQUIPMENT & SPECIALTIES EQUIPMENT TAG NUMBERS "YY-ZZ" YY = DEVICE TYPE (1,2 OR 3 LETTER CODE, ABBREVIATIONS -

ZZ = IDENTIFYING NUMBER NO DUPLICATES UNLESS ITEMS ARE IN SAME I & C "LOOP" OR MEASURE THE SAME POINT.

GENERAL NOTES AS DETAILED ABOVE)

STREAM TAG }

PROCESS LINE CONTINUATION AND DRAWING NUMBER LINE DESIGNATION MAIN PROCESS LINE DWG #

STREAM TAG DWG #

SELF ACTUATED VALVES (SELF-CONTAINED)

BACKPRESSURE REGULATOR EXTERNAL PRESSURE TAP REDUCING REGULATOR WITH WITH EXTERNAL TAP BACKPRESSURE REGULATOR TEMPERATURE CONTROL LINE IDENTIFICATION 4" - CWS - XXXX LINE SIZE SERVICE CODE LINE CODE CA EGW EXH EVP GW IGW INW IVP PRD VNT COMPRESSED AIR EFFLUENT WATER EXHAUST EFFLUENT VAPOR GROUNDWATER INFLUENT GROUNDWATER INFLUENT WATER INFLUENT VAPOR PRODUCT VENT INSULATION IDENTIFICATION INSULATED (NOT TRACED)

PIPING SINGLE DIAPHRAGM OPERATED SINGLE OR DOUBLE DIAPHRAGM OPERATED WITH MANUALLY OPERATED DIAPHRAGM WITH POSITIONER PISTON OPERATED (FC) AIR / PISTON FAIL SPRING OPEN PISTON OPERATED (FO) AIR / PISTON FAIL SPRING CLOSE PISTON OPERATED (DOUBLE ACTING)

PISTON OPERATED WITH POSITIONER MOTOR OPERATED SOLENOID OPERATED ACTUATORS HIGH PRESSURE BLOWER BOTTOM OF PIPE/DUCT COMPRESSOR EXPANSION JOINT, FLEXIBLE CONNECTOR FAN OR LOW PRESSURE BLOWER FLAT ON TOP/BOTTOM HOSE BIBB METERING PUMP MOTOR OPERATED VALVE MIXER NOZZLE PUMP QUICK CONNECT UNIT RECEIVER ORIFICE PLATE OR RESTRICTION DEVICE SIGHT FLOW INDICATOR SIGHT GLASS SILENCER SOLENOID OPERATED VALVE STRAINER TANK VESSEL WATER TREATMENT (POLISHER, SOFTENER, DEMINERALIZER)

MISCELLANEOUS MECHANICAL EQUIPMENT MISCELLANEOUS PIPING SPECIALTY BL BOP/D C

EJ FAN FOT/B HB MP MOV MXR NOZ P

QCU REC RO SFI SG SLR SOV STR TK V

WTR XM XP GENERAL COMMUNICATION CONTROL POWER PANEL FAIL CLOSED FAIL OPEN FIBER OPTIC FAIL LAST POSITION GALLON HAND / OFF / AUTO INSTRUMENT MOTOR CONTROL CENTER NORMALLY CLOSED NORMALLY OPEN PUSH BUTTON POUNDS PER SQUARE INCH GAUGE REMOTE TERMINAL UNIT STANDARD CUBIC FEET / MINUTE SCHEDULE SET POINT UNDERGROUND LOCKED OPEN OPEN - CLOSE QUANTITY TYPICAL VOLT COMM CPP FC FO FOP FL GAL HOA INSTR MCC NC NO PB PSIG RTU SCFM SCH SP UG LO O/C QTY TYP V

HAND WHEEL SERVICE CODES CENTRIFUGAL PUMP CPR CS HDPE GLV PRH PVC DIP SS COPPER PIPE CARBON STEEL HIGH-DENSITY POLYETHYLENE PIPE GALVANIZED STEEL PIPE PRESSURE HOSE POLYVINYL CHLORIDE PIPE DUCTILE IRON PIPE STAINLESS STEEL LINE CODES REGENERATIVE BLOWER PS TEMPERATURE INDICATOR BALL VALVE / SAMPLE PORT GATE VALVE CHECK VALVE RELIEF VALVE BUTTERFLY VALVE BASKET STRAINER OR BAG FILTER Y-TYPE STRAINER M

FLOW METER SG SIGHT GLASS PI PRESSURE INDICATOR LHH ALARM HIGH LEVEL SWITCH LSH HIGH LEVEL SWITCH LSL LOW LEVEL SWITCH CONCENTRIC REDUCER T

PRESSURE SWITCH PT PRESSURE TRANSMITTER GLOBE VALVE I

INTERLOCK EQUIPMENT SPECIFICATIONS P-001/P-002 TRANSFER PUMP MAKE: GOULDS MODEL: 3656 1-1/2X2-8 IMPELLER SIZE: 7-3/4-INCH OUTLET CONNECTION: 1" FNPT HP: 2 HP MAX. CAPACITY: 225 GPM MAX. TDH: 250 FT OPERATING CAPACITY: 175 GPM OPERATING DISCHARGE PRESSURE: 214 FT RPM: 3500 LLL ALARM LOW LEVEL SWITCH TS TEMPERATURE SWITCH TT TEMPERATURE TRANSMITTER I

ELECTRICAL POWER INSTRUMENTATION SIGNAL/POWER EQUIPMENT BOUNDARIES COMMUNICATIONS M

SUBMERSIBLE PUMP MOTOR INSTRUMENTATION AND CONTROL LEGEND UNION FLANGE REMOVABLE CAP WATB-MCC WESTERN AREA TREATMENT BUILDING MOTOR CONTROL CENTER 1.

LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN IS APPLICABLE TO PROJECT. SEE PROJECT PLANS FOR SPECIFIC NOTES, SPECIFICATIONS, SYMBOLS, AND ABBREVIATIONS.

2.

MECHANICAL EQUIPMENT AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, CONTRACT DOCUMENTS, INTERNATIONAL MECHANICAL AND PLUMBING CODES, AND APPLICABLE CODES AND REGULATIONS.

3.

ALL MECHANICAL EQUIPMENT SHALL BE LOCATED FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS, AND VALVING.

TRANSITION TO BELOW GROUND Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\PROCESS\\P001.DWG 10/4/2018 2:54 PM EDULLE WATB-CPP WESTERN AREA TREATMENT BUILDING CONTROL POWER PANEL Scale For Microfilming Inches Millimeters no.

date description by 1

13 12 11 10 9

8 7

6 5

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F E

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date detailed checked designed of sheet sheets project contract rev.

drawing file ckd DS A

1 10 P001.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\\P001.DWG 8/20/2015 11:33:11 AM EDULLE AIR COMPRESSOR COMPRESSED AIR LINE F

FILTER O

OIL REMOVAL FILTER P-003/P-004 TRANSFER PUMP MAKE: GOULDS MODEL: 3656 1X2-7 IMPELLER SIZE: 5-1/2-INCH OUTLET CONNECTION: 1" FNPT HP: 0.5 HP MAX. CAPACITY: 48 GPM MAX. TDH: 32 FT OPERATING CAPACITY: 15 GPM OPERATING DISCHARGE PRESSURE: 28 FT RPM: 1750 WFCB-MCC WFCB-CPP AGITATOR/MIXER METERING PUMP MP-001/MP-002 METERING PUMP MAKE: LMI MODEL: C931-20HV OUTLET TUBING SIZE: 1/2" POWER: 120 VAC MAX. CAPACITY: 192 GPD MAX. PRESSURE: 60 PSI LT LEVEL TRANSMITTER BA1-MCC BURIAL AREA 1 MOTOR CONTROL CENTER BA1-CPP BURIAL AREA 1 CONTROL POWER PANEL WELL FIELD CONTROL BUILDING MOTOR CONTROL CENTER WELL FIELD CONTROL BUILDING CONTROL POWER PANEL LEAK DETECTION SENSOR LDS T

MATERIAL TRANSITION PRELIMINARY - NOT FOR CONSTRUCTION

Scale For Microfilming Inches Millimeters no.

date description by 1

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drawing file ckd PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © OCTOBER 2018 J. BEABER J. HELLEBUSCH D. BUTLER Cimarron Environmental Response Trust ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES 104407 BMCD-GWREMED-E001 A

1 12 E001.dwg 2018 OKLAHOMA FIRM LICENSEE NO. 421 816-333-9400 KANSAS CITY, MO 64114 9400 WARD PARKWAY BURNS & McDONNELL ENGINEERING COMPANY, INC.

POWER B1 MISCELLANEOUS STANDARD ELECTRICAL LEGEND ONE-LINE DIAGRAMS GROUNDING CONDUCTOR BURIED OR CONCEALED GROUNDING CONDUCTOR EXPOSED LIQUID FLEXIBLE METAL CONDUIT WELDED GROUND CONNECTION COMPRESSION/BOLTED GROUND CONNECTION LP1-1,3,5 (20) 30/3 (20)

GROUNDING DISCONNECT SWITCH, FUSED 30 = FRAME RATING 3 = POLES (20) = FUSE AMPERE RATING DELTA CONNECTED MOTOR STARTER AND OVERLOAD TRANSFORMER GROUNDED WYE CONNECTED O - STARTER SIZE MOTOR/GENERATOR SET ELECTRIC HEATER TRANSIENT VOLTAGE SURGE SUPPRESSION DUPLEX RECEPTACLE 20A, 120V, 2P, 3W, 60HZ, NEMA 5-20R SURFACE MOUNT ON WALL 18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. SUBSCRIPT NUMBER DENOTES CIRCUIT. SUBSCRIPT LETTER DENOTES TYPE.

B =

WELDING RECEPTACLE 480V, 3P, 3W, 60HZ.

SURFACE MOUNT ON WALL 36" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.

NON-FUSED DISCONNECT. SUBSCRIPT DENOTES MH 4'-0" AFF UNLESS OTHERWISE NOTED.

FUSED DISCONNECT. SUBSCRIPT DENOTES FUSE RATING COMBINATION MOTOR STARTER. SUBSCRIPT DENOTES AMPERE FRAME RATING, POLES AND NEMA STARTER SIZE. MH 4'-0" AFF UNLESS OTHERWISE NOTED.

CONTACTOR. SUBSCRIPT DENOTES AMPERE RATING AND MOTOR STARTER. MH 4'-0" AFF UNLESS OTHERWISE NOTED 0 = NEMA STARTER SIZE JUNCTION BOX CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT CAPPED CONDUIT TEE LB FITTING MANHOLE OR HANDHOLE PULL BOX ELECTRIC HEAT TRACING TRANSFORMER (T)

EXPOSED CONDUIT OR CABLE UNDERGROUND CABLE EXPOSED CONDUIT ELECTRICAL PANELBOARD INSERT DENOTES PANEL NAME HOMERUN TO PANEL LP1, CIRCUITS #1,3,5, CONTROL POWER PANEL: CPP POWER OR DISTRIBUTION PANEL: PP, DP SWITCHGEAR: SG AUTOMATIC TRANSFER SWITCH: ATS PRE-WIRED CONTROL PANEL: PWCP PROGRAMMABLE LOGIC CONTROLLER: PLC AND NUMBER OF POLES.

AMPERE FRAME RATING AND NUMBER OF POLES.

NUMBER OF POLES. MH 4'-0" AFF UNLESS OTHERWISE NOTED 1.

THESE GENERAL NOTES APPLY TO ALL DRAWINGS UNLESS OTHERWISE NOTED. ALL SYMBOLS AND ABBREVIATIONS SHOWN ARE NOT NECESSARILY USED.

2.

THE EXACT LOCATION OF CONDUITS, DEVICES AND EQUIPMENT MAY DEVIATE FROM THE LOCATION INDICATED ON THESE DRAWINGS.

3.

CONTRACTOR SHALL FIELD ROUTE CONDUITS TO AVOID INTERFERENCE WITH OTHER EXISTING AND PROPOSED UTILITIES.

4.

THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING OF FLOOR(S), WALL(S), ROOF AND/OR CEILING REMOVAL AND REPLACEMENT.

5.

ALL WORK PERFORMED SHALL CONFORM TO ALL APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO, THE LATEST VERSION OF THE NATIONAL ELECTRIC CODE ADOPTED BY AUTHORITIES HAVING JURISDICTION.

6.

LABEL ALL SAFETY SWITCHES, MOTOR STARTERS, COMBINATION STARTERS, AND CONTACTORS INSTALLED, WITH DESIGNATIONS AS SHOWN.

7.

ABOVE GRADE CONDUIT SHALL BE 3/4" TRADE SIZE MINIMUM AND SHALL BE RGS TYPE AND BELOW GRADE CONDUIT SHALL BE 1" TRADE SIZE MINIMUM AND SHALL BE PVC, UNLESS OTHERWISE NOTED.

8.

ALL 600 VOLT POWER WIRING SHALL BE TYPE THHN SINGLE CONDUCTOR IN CONDUIT ONLY. ALL 600 VOLT POWER WIRING ROUTED IN CABLE TRAY SHALL BE TYPE TC MULTICONDUCTOR CABLE. ALL CONTROL WIRING SHALL BE MINIMUM #14 AWG MULTI-CONDUCTOR TYPE XLPE. ALL INSTRUMENTATION WIRING SHALL BE #18 AWG MULTI-CONDUCTOR TYPE XLPE SHIELDED PAIRS.

9.

MINIMUM CONDUCTOR SIZE FOR 480 VOLT POWER CIRCUITS SHALL BE

12 AWG. MINIMUM CONDUCTORS SIZE FOR POWER AND LIGHTING CIRCUITS LESS THAN 480 VOLT SHALL BE #12 AWG.

10. USE MINIMUM #10 AWG CONDUCTORS FOR ALL 120 VOLT, 20 AMP BRANCH CIRCUIT HOME RUNS LONGER THAN 75 FEET.

11. PULL A GROUND WIRE TO EACH DEVICE AND PIECE OF EQUIPMENT.

ALL EQUIPMENT AND DEVICES SHALL BE GROUNDED ACCORDING TO ARTICLE 250 OF THE NEC.

12.

ALL CIRCUIT BREAKERS SHALL BE 20 AMP MIN, UNLESS OTHERWISE NOTED.

13. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MAKING FINAL ELECTRICAL CONNECTIONS TO ALL EQUIPMENT INSTALLED AND/OR RELOCATED, UNLESS OTHERWISE STATED ON THE DRAWING.

14.

SIZE JUNCTION AND PULL BOXES PER NATIONAL ELECTRICAL CODE, UNLESS OTHERWISE NOTED.

CONTACTOR COIL RELAY COIL THERMOSTAT PUMP TEMPERATURE INDICATOR LEVEL TRANSMITTER TEMPERATURE TRANSMITTER RATED WEATHER PROOF WHILE IN USE, GROUND FAULT INTERRUPTER, BOX AND COVER INDICATOR LAMP, LETTER DESIGNATES COLOR R

G

= RED

= GREEN THERMOSTAT TERMINAL BOX CA-13010 CA-13010: CABLE TAG LEVEL INDICATOR DUPLEX RECEPTACLE 20A, 120V, 2P, 3W, 60HZ, NEMA 5-20R WIRED TO UPS PANEL.

ELECTRICAL ABBREVIATIONS A

AC AF AFF AFG A.I.

ANLZ.

AT ATS APPROX BFG BOD B

C CKT CL2 CONT CNTL CPU CR DED DCS DIST DIV ELEC EM EMT ENCL F

FE FIT GD G

GFI GL GND ID I/O KVA KV KW LFMC LSH M

MAX MCB MCC MCP MLO MIN MPS N2 NF OD OEM P

PC PH PLC PVC PWR R

RGS RX SP SW TB TEMP TOS TYP TX UDS UPS UV V

VA VAC VDC W

WP XFMR

- AMPERE, AMP

- AIR CONDITION

- AMP FRAME

- ABOVE FINISHED FLOOR

- ABOVE FINISHED GRADE

- ANALOG INPUT

- ANALYZER

- AMP TRIP

- AUTOMATIC TRANSFER SWITCH

- APPROXIMATELY

- BELOW FINISHED GRADE

- BOTTOM OF DUCT

- BUZZER

- CONDUIT

- CIRCUIT

- CHLORINE

- CONTINUATION

- CONTROL

- COMPUTER

- CONTROL RELAY

- DEDICATED

- DISTRIBUTED CONTROL SYSTEM

- DISTRIBUTION

- DIVISION

- ELECTRICAL

- STANDBY, ALTERNATE POWER CIRCUIT

- ELECTRICAL METAL TUBING

- ENCLOSURE

- FUSE

- FLOW ELEMENT

- FLOW INDICATING TRANSMITTER

- GRADE

- GROUND

- GROUND FAULT INTERRUPTER

- GROUND LUG

- GROUND

- INSIDE DIAMETER

- INPUT / OUTPUT

- KILOVOLT AMPERE

- KILOVOLT

- KILOWATT

- LIQUID TIGHT FLEX METAL CONDUIT

- LEVEL SWITCH HIGH

- MAGNETIC CONTACTOR

- MAXIMUM

- MOLDED CASE CIRCUIT BREAKER

- MOTOR CONTROL CENTER

- MOTOR CIRCUIT PROTECTOR

- MAIN LUG ONLY

- MINIMUM

- MOTOR PROTECTION SWITCH

- NITROGEN

- NON FUSED

- OUTSIDE DIAMETER

- ORIGINAL EQUIPMENT MANUFACTURER

- POLE

- POWER CONNECTION BOX

- PHASE

- PROGRAMMABLE LOGIC CONTROLLER

- POLYVINYL CHLORIDE

- POWER

- ALARM LIGHT

- RIGID GALVANIZED STEEL CONDUIT

- RECEIVER

- SPARE

- SWITCH

- TERMINAL BLOCK

- TEMPERATURE

- TOP OF STEEL

- TYPICAL

- TRANSMITTER

- UTILITY DISTRIBUTION SYSTEM

- UNINTERRUPTIBLE POWER SUPPLY

- ULTRA-VIOLET

- VOLT

- VOLT AMPS

- VOLTAGE ALTERNATING CURRENT

- VOLTAGE DIRECT CURRENT

- WIRE, WATT

- WEATHERPROOF

- TRANSFORMER CONTROL OR POWER PANEL SWITCHED RECEPTACLE TRANSDUCER RESISTOR SWITCH (OPEN)

SWITCH TWO-WAY (OPEN)

SHIELDED CABLE LANDED ON ONE SIDE AT TERMINAL STRIP AS INDICATED BY LEGEND NOT IN CONTRACT FOR FUTURE INSTALLATION GROUND ROD PUSH BUTTON OUTPUT INPUT LIMIT SWITCH SCHEMATIC SYMBOLS FIELD DEVICE TERMINAL PANEL TERMINAL PANEL WIRING FIELD WIRING SOLENOID NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT CIRCUIT BREAKER GROUND FUSE GROUND TEST WELL GENERAL NOTES:

- BOILER PRESSURE VESSEL

- COMMON OR CONDUCTOR

- CONCRETE

- CONTROL RELAY

- DRAWING

- DISCONNECT

- FLOW ELEMENT

- FINISH

- FLOW INDICATING TRANSMITTER

- INPUT / OUTPUT

- LEVEL SWITCH HIGH

- NORMALLY CLOSED

- NORMALLY OPEN

- NUMBER

- PRESSURE TRANSMITTER

- PRESSURE SWITCH

- REQUIRED

- RESISTANCE TEMPERATURE DETECTOR

- THREADED

- TOP OF PIPE

- TWISTED PAIR (CABLE)

- TWISTED SHIELDED PAIR (CABLE)

- DIRECT CURRENT INSTRUMENTATION ABBREVIATIONS BPV C

CONC.

CR DWG DISCONN FE FIN.

FIT I/O LSH NC NO NO.

PT PS REQ'D RTD THR'D T.O.P.

TP TSP DC ELEVATION CALLOUT EXAMPLE DETAIL CALLOUT EXAMPLE SECTION CALLOUT EXAMPLE DRAWING SEQUENCE NUMBER INDICATES WHERE TITLE IS LOCATED (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON THE SAME DRAWING)

LETTER OR NUMBER DESIGNATOR THE WORD "SECTION" MAY BE REPLACED WITH "ELEVATION" OR "DETAIL" SECTION, DETAIL, AND ELEVATION IDENTIFICATION SYSTEM SYMBOL IDENTIFIERS SECTION, DETAIL, AND ELEVATION SECTION ONE OR TWO CHARACTER DISCIPLINE DESIGNATOR (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON DRAWINGS WITHIN THE SAME DISCIPLINE)

A FP001 A

001 7

FP001 A

FP001 B

A001 SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE A

FP001 EQUIPMENT TAG CALL OUT UNDERGROUND CONDUIT FLOW TRANSMITTER PRESSURE TRANSMITTER PRESSURE SWITCH FLOW SWITCH LEVEL SWITCH CONDUIT COUPLING 30 = FRAME RATING 30/3 DISCONNECT SWITCH, NON-FUSED 3 = POLES MOTOR A = MOTOR TAG 1 = HORSEPOWER (HP)

GENERATOR AUTOMATIC TRANSFER SWITCH UN-GROUNDED PHASE OR NEUTRAL CONDUCTOR GROUND CONDUIT STUB-UP PIGTAIL FOR EQUIPMENT/ STRUCTURE CONNECTION MOLDED CASE CIRCUIT BREAKER OR MOTOR CIRCUIT PROTECTOR (20) = TRIP RATING 1

KEYED NOTE W

A

= WHITE

= AMBER ELECTRICAL CALLOUT SYMBOLS Z:\\CLIENTS\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\ELECTRICAL\\E001.DWG 10/12/2018 8:57 AM JROBERSON A 10/12/18 ISSUED FOR 60%

DESIGN REVIEW JFR AMG

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1 14 C001 EXST COND.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\\C001 EXST COND.DWG 1/20/2015 9:55:16 AM EDULLE OG&E EASEMENT HIGHWAY 74 CIMARRON RIVER CIMARRON RIVER EXISTING POND EX. BLDG.

EX. BLDG.

EXISTING WASTE CONTAINMENT CELL OG&E EASEMENTS SITE ACCESS ROAD EX. BLDG.

EX.

WATER VALVES EXISTING POND SITE ACCESS ROAD HIGHWAY 74 APPROX. LOCATION EX. UNKNOWN PIPE EX. FENCE PRELIMINARY - NOT FOR CONSTRUCTION UPDATED TOPOGRAPHIC SURVEY LIMITS, TYP. (SEE NOTE 2)

UPDATED TOPOGRAPHIC SURVEY LIMITS, TYP.

UPDATED TOPOGRAPHIC SURVEY LIMITS EXISTING INJECTION TRENCH EXISTING INJECTION TRENCH EXISTING EXTRACTION TRENCH EXISTING INJECTION TRENCH FORMER URANIUM POND 2 (UP2)

FORMER BURIAL AREA FORMER BURIAL AREA FORMER BURIAL AREA 1 (BA1)

DISPOSAL TRENCHES FORMER URANIUM POND 1 (UP1)

OG&E EASEMENT NOTES:

1.

TOPOGRAPHY AND AERIAL FEATURES SHOWN ARE FROM AN AERIAL SURVEY DATED MAY 2014.

2.

TOPOGRAPHY UPDATED WITH GROUND SURVEY PERFORMED NOVEMBER 11, 2016 WITHIN BOUNDARIES INDICATED.

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2 14 C002_ OVERALL SITE PLAN.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\\C002_ OVERALL SITE PLAN.DWG 1/20/2015 9:55:16 AM EDULLE GWI-BA1-03 GWI-BA1-01 GETR-BA1-01 EXISTING CONTAINMENT CELL GWI-UP2-01 GWI-UP1-03 GETR-WU-02 GWI-WU-01 GETR-WU-01 C003 C005 OUTFALL 001 OUTFALL 002 NORTH 0

400' 200' SCALE IN FEET C004 GE-WAA-05 GE-WAA-04 GE-WAA-01 GE-WAA-02 GE-WAA-13 GE-WAA-12 GE-WAA-11 GE-WAA-10 GE-WAA-09 GE-WAA-08 GE-WAA-07 GE-WAA-06 GE-WU-01 GE-BA1-09 GE-BA1-08 GE-BA1-07 GE-BA1-06 GE-BA1-05 GE-BA1-04 GE-BA1-03 GE-BA1-02 GWI-UP2-02 GWI-UP2-03 GE-WAA-03 HIGHWAY 74 CIMARRON RIVER CIMARRON RIVER OG&E EASEMENT BEGIN ROAD IMPROVEMENTS STA 0+00 GETR-BA1-02 END ROAD IMPROVEMENTS STA 22+02.00 C006-WESTERN AREA TREATMENT FACILITY GWI-UP2-04 WESTERN AREA RTU CABINET PRELIMINARY - NOT FOR CONSTRUCTION C006-BURIAL AREA 1 TREATMENT FACILITY REFER TO SHEET C108 FOR TYPICAL ACCESS ROAD SECTION DETAIL GE-WAA-14 GE-WAA-15 GWI-BA1-02 FORMER U POND 2 FORMER U POND 1 FORMER BURIAL AREA 2

FORMER BURIAL AREA3 PROPOSED INJECTION WATER DRAIN SYSTEM GWI-UP1-04 GWI-UP1-01 GWI-UP1-02 NOTES:

1.

AERIAL FEATURES SHOWN ARE FROM AN AERIAL SURVEY DATED MAY 2014.

2. PIPE & CONDUIT ALIGNMENT SHOWN REPRESENTS THE CENTERLINE OF TRENCH WHICH MAY CONTAIN WATER SUPPLY PIPES, GROUNDWATER INJECTION SUPPLY PIPES, GAS PIPES, COMPRESSED AIR HOSE, GROUNDWATER EXTRACTION PIPES, DISCHARGE PIPING, ELECTRICAL POWER SUPPLY CABLE CONDUITS, FIBER OPTIC CONDUITS, AND COMMUNICATION CABLE CONDUITS, AS DETAILED. SEE SHEETS C003, C004, AND C005 FOR INDIVIDUAL PIPE AND CABLE RUNS.

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3 14 C003_PART SITE - N.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\\C003_PART SITE - N.DWG 4/8/2015 3:45:23 PM BWEIS WA EXTRACTION LINE 1 GE-WAA-05 CIMARRON RIVER OUTFALL 001 GE-WAA-15 GE-WAA-14 GE-WAA-04 GE-WAA-01 GE-WAA-02 MATCHLINE C003 MATCHLINE C004 NORTH 0

SCALE IN FEET 100' 200' MATCHLINE C003 MATCHLINE C005 NOTES:

1.

TOPOGRAPHY SHOWN IS FROM AN AERIAL SURVEY DATED MAY 2014.

2. PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PLANS. REFER TO TRENCH SECTION DETAILS FOR TYPICAL PIPE AND CONDUIT SPACING. FIELD ADJUSTMENTS OF TRENCH ROUTING TO AVOID CONFLICTS SHALL BE APPROVED BY ENGINEER.

3.

REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.

4. PROVIDE PULL BOXES EVERY 500' (MAX.)

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

5. INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE DETAIL, SHEET C108.

WA EXTRACTION LINE 2 WA EXTRACTION LINE 1 WESTERN AREA TREATMENT DISCHARGE WESTERN AREA RTU CABINET (CPP-3)

C105 A

WA DISCHARGE TRACER WIRE TEST STATION 1 WA DISCHARGE TRACER WIRE TEST STATION 2 INSTALL TRACER WIRE ALONG PIPE BETWEEN TEST STATIONS INSTALL TRACER WIRE ALONG PIPE FROM TEST STATION 2 TO OUTFALL INSTALL TRUNK LINE CLEANOUT, TYP.

(SEE SHEET C108 FOR DETAILS)

SEE SHEET M101 FOR TYPICAL EXTRACTION WELL/SUMP AND VALVE/METERING VAULT DETAILS (ASSEMBLY APPLIES TO ALL EXTRACTION WELLS AND SUMPS)

C107 1

PRELIMINARY - NOT FOR CONSTRUCTION E111 A

C106 F

M101 1

TRUNK LINE CLEANOUT, TYP.

C108 1

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4 14 C004_PART SITE PLAN - SOUTH.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\\C004_PART SITE PLAN - SOUTH.DWG 1/20/2015 9:55:16 AM BWEIS GWI-UP2-04 (BEGIN TRENCH)

GWI-UP1-04 (BEGIN)

GWI-WU-01 (END TRENCH)

GETR-WU-01 (BEGIN TRENCH)

TREATMENT DISCHARGE (TO OUTFALL 001)

WA EXTRACTION LINE 2 WA EXTRACTION LINE 1 EXISTING CONTAINMENT CELL MATCH LINE C003 MATCH LINE C004 NORTH 0

SCALE IN FEET 100' 200' GE-WAA-03 GE-WAA-06 GE-WAA-07 GE-WAA-08 GE-WAA-09 GE-WAA-10 GE-WAA-11 GE-WAA-12 GE-WAA-13 GETR-WU-02A GWI-UP2-01A (BEGIN TRENCH)

GWI-UP2-02 GWI-UP2-03 GETR-WU-01A GE-WU-01 FORMER URANIUM POND 1 10' OG&E EASEMENT 50' OG&E EASEMENT FORMER URANIUM POND 2 50' OG&E EASEMENT 10' OG&E EASEMENT VIEW A MATCHLINE:

SEE VIEW A FOR CONTINUATION MATCH LINE C004 MATCH LINE C005 GETR-WU-02 (BEGIN TRENCH)

EXISTING POND MATCHLINE:

SEE ABOVE FOR CONTINUATION CONNECT TO OWNER'S EXISTING PRIVATE WATER SERVICE PIPE COORDINATE FIRE MAIN TAP WITH LOGAN COUNTY RURAL WATER DISTRICT NO. 2 6" FIRE SUPPRESSION WATER PIPE 2" WATER SUPPLY PIPE 6" FIRE SUPPRESSION WATER SUPPLY PIPE 2" WATER SUPPLY PIPE NOTES:

1.

TOPOGRAPHY SHOWN IS FROM AN AERIAL SURVEY DATED MAY 2014.

2.

TOPOGRAPHY UPDATED WITH GROUND SURVEY PERFORMED NOVEMBER 11, 2016 WITHIN BOUNDARIES INDICATED.

3.

PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PLANS, REFER TO TRENCH SECTION DETAILS FOR TYPICAL PIPE AND CONDUIT SPACING. FIELD ADJUSTMENTS OF PIPE ALIGNMENTS TO AVOID CONFLICTS SHALL BE APPROVED BY THE ENGINEER.

4.

CONTRACTOR SHALL CLEAR 15 FEET EACH SIDE ALONG FUTURE OVERHEAD POWER LINE ALIGNMENT.

5. FUTURE OVERHEAD POWER LINE EASEMENT HAS BEEN PRELIMINARILY APPROVED BY UTILITY (30' TOTAL WIDTH ALONG THE ALIGNMENT SHOWN).

6.

REFER TO SHEETS C101-C104 FOR EXTRACTION AND INJECTION TRENCH DETAILS.

7.

REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.

8.

PROVIDE PULL BOXES EVERY 500' (MAX.)

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

9. IMPERVIOUS TRENCH BARRIER SHALL BE INSTALLED ON THE SOUTH FACE OF GWI-UP2-01 AND ON THE SOUTH /

SOUTHEAST FACE OF GWI-UP2-04.

10. INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE DETAIL, SHEET C108.

11. REPAIR OR REPLACE ANY EXISTING FENCING THAT IS DAMAGED DURING CONSTRUCTION ACTIVITIES.

ROAD IMPROVEMENTS, SEE SHEET C108 FOR DETAILS INSTALL (2) 36" REINFORCED CONCRETE PIPE (RCP) STORM SEWER PIPES, 32 LF EACH @

1.5% SLOPE.

INSTALL 15'X15' RIPRAP UPSTREAM AND DOWNSTREAM OF END SECTIONS WA TREATMENT FACILITY (SEE SHEET C006)

FUTURE OVERHEAD ELECTRIC (BY UTILITY, SEE NOTE 4)

DO NOT DISTURB HIGH PRESSURE GAS LINE GWI-UP1-04A GWI-UP2-01D GWI-UP2-04A GWI-UP2-04B (END TRENCH)

GWI-UP2-04 GWI-UP2-01 GWI-UP2-01 INSTALL TRACER WIRE IN TRENCH WHERE NO INSTRUMENTATION OR POWER CABLE IS PRESENT SEE NOTE 9 WA EXTRACTION LINE 1 GWI-UP1-01 SEE SHEET M102 FOR TYPICAL INJECTION WELL DETAILS (ASSEMBLY APPLIES TO ALL INJECTION WELLS)

SEE SHEET M101 FOR TYPICAL EXTRACTION WELL/SUMP AND VALVE/METERING VAULT DETAILS, (ASSEMBLY APPLIES TO ALL EXTRACTION WELLS AND SUMPS)

INSTALL TRUNK LINE CLEANOUT, TYP. (SEE SHEET C108 FOR DETAILS)

INSTALL BRANCH LINE CLEANOUT, TYP. (SEE SHEET C108 FOR DETAILS)

FIBER OPTIC FROM UTILITY JUNCTION BOX GWI-WU-01A EX. OVERHEAD POWER LINES (APPROX.)

PRELIMINARY - NOT FOR CONSTRUCTION MATCH LINE C003 MATCH LINE C004 MATCH LINE C004 MATCH LINE C005 GETR-WU-02 (END TRENCH)

GETR-WU-01 (END TRENCH)

GWI-WU-01 (BEGIN TRENCH)

SEE NOTE 8 GWI-UP2-01 (END TRENCH)

SLOTTED SEEP COLLECTION PIPE PERFORATED INJECTION PIPE GWI-UP1-02 GWI-UP1-03 (BEGIN)

UPDATED TOPOGRAPHIC SURVEY LIMITS UPDATED TOPOGRAPHIC SURVEY LIMITS UPDATED TOPOGRAPHIC SURVEY LIMITS (SEE NOTE 2)

C105 B

C106 D

M102 A

M101 1

C108 A

OVERHEAD ELECTRIC (BY UTILITY)

C105 C

EXCAVATE SEDIMENT TO BEDROCK IN CHANNELS UPDATED TOPOGRAPHIC SURVEY LIMITS GWI-UP1-03 (END)

GWI-UP1

-03A GWI-UP1-04 (END)

HIGH VOLTAGE OVERHEAD ELECTRIC (BY UTILITY)

C108 1

C108 2

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5 14 C005_PART SITE PLAN - EAST.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\\C005_PART SITE PLAN - EAST.DWG 1/20/2015 9:55:16 AM BWEIS GWI-BA1-03 (BEGIN TRENCH)

BURIAL AREA 1 TREATMENT FACILITY ( SEE SHEET C006)

GWI-BA1-01 BA1 EXTRACTION LINE 1 GE-BA1-09 GE-BA1-08 GE-BA1-07 GE-BA1-06 GE-BA1-05 GE-BA1-04 GE-BA1-02 GE-BA1-03 GETR-BA1-01B GETR-BA1-01A GETR-BA1-02A CIMARRON RIVER FORMER DISPOSAL TRENCHES,TYP.,

CLOSED IN PLACE WITH UN-COMPACTED FILL OUTFALL 002 NORTH 0

SCALE IN FEET 100' 200' MATCH LINE C003 MATCH LINE C005 MATCH LINE C004 MATCH LINE C005 OG&E EASEMENT EXISTING POND EXISTING POND NOTES:

1.

TOPOGRAPHY SHOWN IS FROM AN AERIAL SURVEY DATED MAY 2014.

2.

TOPOGRAPHY UPDATED WITH GROUND SURVEY PERFORMED NOVEMBER 11, 2016 WITHIN BOUNDARIES INDICATED.

3.

PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PLANS, REFER TO TRENCH SECTION DETAILS FOR TYPICAL PIPE AND CONDUIT SPACING. FIELD ADJUSTMENTS TO AVOID CONFLICTS SHALL BE APPROVED BY THE ENGINEER.

4.

CONTRACTOR SHALL CLEAR 15 FEET EACH SIDE ALONG FUTURE OVERHEAD POWER LINE ALIGNMENT.

5. FUTURE OVERHEAD POWER LINE EASEMENT HAS BEEN PRELIMINARILY APPROVED BY UTILITY (30' TOTAL WIDTH ALONG THE ALIGNMENT SHOWN).

6.

REFER TO SHEETS C101-C104 FOR EXTRACTION AND INJECTION TRENCH DETAILS.

7.

REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.

8.

PROVIDE PULL BOXES EVERY 500' (MAX.)

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

9. INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE DETAIL, SHEET C108.

APPROXIMATE AREA OF OBSERVED VARIANCE IN TOPOGRAPHY FROM THE CONTOURS SHOWN

- FIELD-VERIFY ACTUAL CONDITIONS, TYP.

GWI-BA1-02A GWI-BA1-01A OVERHEAD ELECTRIC LINES (BY UTILITY, SEE NOTE 4)

FIBER OPTIC CABLE TO WA TREATMENT FACILITY SEE SHEET M101 FOR TYPICAL EXTRACTION WELL/SUMP AND VALVE/METERING VAULT DETAILS (ASSEMBLY APPLIES TO ALL EXTRACTION WELLS AND SUMPS)

SEE SHEET M102 FOR TYPICAL INJECTION WELL DETAILS (ASSEMBLY APPLIES TO ALL INJECTION WELLS)

INSTALL TRUNK LINE CLEANOUT, TYP. (SEE SHEET C108 FOR DETAILS)

C107 2

M102 A

M101 1

PRELIMINARY - NOT FOR CONSTRUCTION GWI-BA1-02 (END TRENCH)

GWI-BA1-02 (BEGIN TRENCH)

UPDATED TOPOGRAPHIC SURVEY LIMITS UPDATED TOPOGRAPHIC SURVEY BOUNDARY GWI-BA1-03 (END TRENCH)

GWI-BA1-03A GETR-BA1-02 (BEGIN TRENCH)

GETR-BA1-02 (END TRENCH)

MATCH LINE C004 MATCH LINE C005 C108 1

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6 14 C006_TREAT FAC SITE.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\\C006_TREAT FAC SITE.DWG 1/20/2015 9:55:16 AM BWEIS 0

SCALE IN FEET 20' 10' 40' NORTH NORTH WESTERN AREA TREATMENT FACILITY BURIAL AREA 1 TREATMENT FACILITY ROAD IMPROVEMENTS, 20' WIDTH, TYP. (SEE TYP.

SECTION A, SHEET C108)

WA EXTRACTION LINE 1 WA TREATMENT DISCHARGE PIPE (8" HDPE) 1,000 GALLON SEPTIC TANK SEPTIC LEACH FIELD (50' LATERALS, TYP.)

WESTERN AREA TREATMENT BUILDING (BY OTHERS)

INSTALL 2" WATER VALVE AND VAULT FIBER OPTIC COMMUNICATION CABLE TO TERMINATE IN FIBER PATCH PANEL LOCATED INSIDE BA1 TREATMENT SYSTEM ENCLOSURE (PATCH PANEL AND CONNECTION BY OTHERS)

TK-201 (BY OTHERS)

TK-202 (BY OTHERS)

BA1 GROUNDWATER INJECTION SYSTEM BA1 TREATMENT SYSTEM ENCLOSURE (BY OTHERS)

SANITARY SEWER SERVICE PIPE HIGH VOLTAGE OVERHEAD POWER (BY UTILITY, SEE NOTE 4)

BA1 EXTRACTION LINE 1 BA1 INJECTION PIPES BA1 POWER SUPPLY DUCT BANK TO WELL FIELD (REFER TO ELECTRICAL DRAWINGS FOR DETAILS)

BA1 INSTRUMENTATION CABLES TO WELL FIELD BA1 TREATMENT DISCHARGE PIPE (4" HDPE)

STUB UP PIPE 90° WITH FLANGE CONNECTION FITTING 12" ABOVE GRADE, REFER TO TREATMENT SYSTEM DRAWINGS (BY OTHERS)

FOR CONNECTION TO TANKS FROM STUB-UP, TYP.

NOTES:

1.

TOPOGRAPHY SHOWN IS FROM AN AERIAL SURVEY DATED MAY 2014.

2. PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PLANS, REFER TO TRENCH SECTION DETAILS FOR TYPICAL PIPE AND CONDUIT SPACING. FIELD ADJUSTMENTS OF PIPE ALIGNMENTS TO AVOID CONFLICTS SHALL BE APPROVED BY THE ENGINEER.

3.

CONTRACTOR SHALL CLEAR 15 FEET EACH SIDE ALONG FUTURE OVERHEAD POWER LINE ALIGNMENT.

4. FUTURE OVERHEAD POWER LINE EASEMENT HAS BEEN PRELIMINARILY APPROVED BY UTILITY (30' TOTAL WIDTH ALONG THE ALIGNMENT SHOWN).

5.

REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.

6. REFER TO SHEETS C101-C104 FOR EXTRACTION AND INJECTION TRENCH DETAILS.

7.

PROVIDE PULL BOXES EVERY 500' (MAX.)

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

8.

FUTURE GRADE CONTOURS PROVIDED BY OTHERS FOR REFERENCE ONLY.

EARTHWORK FOR THESE FUTURE CONTOURS IS NOT INCLUDED IN THE SCOPE OF WORK DEPICTED IN THESE DRAWINGS.

9.

REFER TO TREATMENT SYSTEM DRAWINGS BY OTHERS FOR FUTURE GRADING OF FACILITY AREAS.

POWER POLE WITH POLE-MOUNTED TRANSFORMERS, METER, AND RACK WITH 2 DISCONNECTS, REFER TO ELECTRICAL DRAWING E102 FOR DETAILS INJECTION SUPPLY PIPE FROM EFFLUENT TANK FIBER OPTIC AND INSTRUMENTATION BETWEEN ENCLOSURES STORAGE BUILDING AND FENCE (BY OTHERS)

PRELIMINARY - NOT FOR CONSTRUCTION INSTALL 6" WATER PIPE (TO HYDRANT)

C106 E

0 SCALE IN FEET 40' 20' 80' WA EXTRACTION LINE 2 WATF POWER SUPPLY INSTALL 42" RCP STORM SEWER PIPE, 156 LF EACH @ 6.1%

SLOPE, INSTALL RIPRAP UPSTREAM AND DOWNSTREAM AS SHOWN PAVEMENT AREA (GRADING BY OTHERS)

PAVEMENT AREA (GRADING BY OTHERS)

WA GROUNDWATER INJECTION SKID M103 1

M104 1

TRENCH TO UP2 TRENCH TO GWI-WU-01A GETR-WU-01 AND GE-WU-01 TRENCH TO GETR-WU-02 AND WAA TRENCH TO UP1 / WAA INSTALL 2" WATER SERVICE PIPE TRENCH TO UTILITIES ALONG HWY 74 TRENCH TO UP2 / BA1 PAVEMENT AREA (BY OTHERS)

PAVEMENT AREA (BY OTHERS)

TK-102 (BY OTHERS)

TK-101 (BY OTHERS)

TK-705 (BY OTHERS)

TRENCH TO GWI-UP1-04A UPDATED TOPOGRAPHIC SURVEY LIMITS WA PAD-MOUNTED TRANSFORMER, REFER TO ELECTRICAL SHEETS AND TREATMENT SYSTEM DRAWINGS (BY OTHERS) FOR TRANSFORMER AND SWITCHBOARD DETAILS

980 970 990 975 985 995 1000 980 970 990 975 985 995 1000 1+00 0+00 965 965 960 960 930 925 920 915 1+00 940 935 945 910 950 955 960 0+00 2+00 960 955 950 945 940 935 930 925 920 915 910 940 935 930 925 1+00 2+00 950 945 0+00 940 935 930 925 950 945 920 920 915 915 C004 GETR-WU-01 VERTICAL HORIZONTAL C004 GETR-WU-02 C005 GETR-BA1-02 0

SCALE IN FEET 50' 100' 0

5' SCALE IN FEET 10' by 1

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drawing file ckd Scale For Microfilming Inches Millimeters no.

date description RTB A

7 14 C101 EXT 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\\ENS\\CERT\\104407_CERT-DECOM2018\\DESIGN\\CADD\\DWGS\\BMCD REV 60% DESIGN 2018\\C101 EXT TRN DET 1.DWG 9/18/2015 4:14:49 PM JABURCH BEGIN TRENCH STA. 0 + 00 TRENCH ALIGNMENT NODE STA. 0+47.80 END TRENCH STA. 1+09.83 BEGIN TRENCH STA. 0 + 00 END TRENCH STA. 1 + 20.37 APPROX. EXISTING GRADE, TYP.

APPROX.

EXISTING GRADE, TYP.

SILICA GRAVEL, TYP.

INSTALL SUMP GETR-WU-01A STA. 0+73.82 +/-

NOTES:

1.

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

2.

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

3.

REFER TO SHEET M101 FOR GROUNDWATER EXTRACTION SUMP DETAILS.

4.

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

5.

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

6.

SURFACE DATA FROM AERIAL SURVEY DATED MAY 2014.

APPROX. BOTTOM OF TRENCH, TYP.

APPROX.

BOTTOM OF TRENCH, TYP.

3' MIN. REPLACED SOIL, TYP.

3' MIN.

REPLACED SOIL, TYP.

4" PERFORATED PIPE WITH FABRIC FILTER, TYP.

PRELIMINARY - NOT FOR CONSTRUCTION APPROX.

BOTTOM OF TRENCH, TYP.

4" PERFORATED PIPE WITH FABRIC FILTER, TYP.

TRENCH EXTRACTION SUMP TRENCH EXTRACTION SUMP TRENCH EXTRACTION SUMP APPROX.

EXISTING GRADE, TYP.

3' MIN.

REPLACED SOIL, TYP.

BEGIN TRENCH STA. 0 + 00 APPROX. TOP OF SANDSTONE A APPROX. BOTTOM OF SANDSTONE A INSTALL SUMP STA. 00 + 60.20 12 OZ. NON-WOVEN GEOTEXTILE 12 OZ. NON-WOVEN GEOTEXTILE 12 OZ. NON-WOVEN GEOTEXTILE END TRENCH STA. 2+23.95 INSTALL SUMP GETR-WU-02A STA. 1+72.45 SILICA GRAVEL, TYP.

APPROX. STATIC GROUNDWATER ELEVATION APPROX. STATIC GROUNDWATER ELEVATION APPROX. STATIC GROUNDWATER ELEVATION APPROX. BOTTOM OF TRANSITION ZONE DEPOSITS

FM J

J J

J FM J

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1 7

M101.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\\MECHANICAL\\M101.DWG 1/20/2015 9:55:16 AM EDULLE 12" MIN.

EXISTING GROUND EXTRACTION WELL/SUMP VAULT 4" SUBMERSIBLE PUMP W/ 3-PHASE 480V ELECTRIC MOTOR SDR-11 HDPE DROP PIPE TO PUMP OUTLET TRANSDUCER CABLE PUMP POWER CABLE PRESSURE TRANSDUCER PITLESS ADAPTER 6" SUMP OR EXTRACTION WELL SCREEN AND CASING (SEE NOTE 3) 36" MIN.

VALVE/METERING VAULT NOTES:

1.

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

2.

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

3.

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

4.

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

2" SCH. 80 PVC CHECK VALVE 2" SCH. 80 PVC TRUE-UNION BALL VALVE FLOW METER 2" SCH. 80 PVC TRUE-UNION BALL VALVE DOUBLE WASHED 2-INCH CLEAN STONE INSTRUMENTATION JUNCTION BOX INSTRUMENTATION CABLE (TYP.)

2" SDR-17 HDPE PAINTED STEEL PIPE SUPPORT (TYP.)

2" SCH. 80 PVC GLOBE VALVE OPEN-BOTTOM HDPE OR STEEL VAULT WITH STEEL LID VENT PRESSURE GAUGE (TYP. 2)

TO TREATMENT FACILITY 2" SCH. 80 PVC GLOBE VALVE 8' OPEN-BOTTOM HDPE OR STEEL VAULT WITH LID 2" SDR-17 HDPE 2" SCH. 80 PVC TRUE-UNION BALL VALVE 2" SCH. 80 PVC CHECK VALVE FLOW METER INSTRUMENTATION JUNCTION BOX BOLLARD (TYP. 4)

BOLLARD (TYP. 4)

TO TREATMENT FACILITY 2" SCH. 80 PVC 2" SCH.

80 PVC PVC TO HDPE TRANSITION COUPLING PVC TO HDPE TRANSITION COUPLING TYPICAL EXTRACTION WELL/SUMP AND VALVE/METERING VAULT 1

C003 PLAN TYPICAL EXTRACTION WELL/SUMP AND VALVE/METERING VAULT SECTION A

A INSTRUMENTATION CABLE CONDUIT POWER CABLE CONDUIT 3

C108 3

C108 NOT TO SCALE NOT TO SCALE DS A

8/10/18 ED FOR REVIEW SAND FILTER PACK BENTONITE SEAL 2" STRAINER 2" SCH. 80 TRUE-UNION BALL VALVE 2" STRAINER FLOW METER TEST/

CALIBRATION PORT PRESSURE TRANSMITTER 2" SCH. 80 PVC UNION 2" SCH. 80 PVC UNION EXTRACTION WELL/SUMP VAULT CONTRACTOR TO FIELD CUT PENETRATION PROVIDE PUMP SUPPORT CABLE C004 C005 12" FLOW METER TEST/

CALIBRATION PORT PRELIMINARY - NOT FOR CONSTRUCTION 2" SCH. 80 PVC UNION (TYP.)

2" SCH. 80 PVC UNION (TYP.)

Scale For Microfilming Inches Millimeters no.

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M201.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\\M201.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 EXTRACTION TRENCH SCREEN AND DRAIN PIPE LENGTHS WILL BE DETERMINED AT TIME OF CONSTRUCTION.

3.

EXTRACTION TRENCH SUMPS GETR-BA1-01A AND B WERE INSTALLED DURING THE 2017 PILOT STUDY.

DS A

8/10/18 ED FOR REVIEW PRELIMINARY - NOT FOR CONSTRUCTION

Scale For Microfilming Inches Millimeters no.

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M203.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\\M203.DWG 1/20/2015 9:55:16 AM EDULLE DS A

8/10/18 ED FOR REVIEW GENERAL NOTES:

1.

REFER TO DRAWING P203 FOR ESTIMATED FLOW RATES.

PRELIMINARY - NOT FOR CONSTRUCTION

IGW - HDPE LEVEL TRANSDUCER PITLESS ADAPTER 2" - IGW - PVC GROUNDWATER EXTRACTION TRENCH SUMP/WELL (TYP. OF 18)

PT Scale For Microfilming Inches Millimeters no.

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drawing file ckd DS A

2 10 P101.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\\P101.DWG 8/20/2015 11:33:24 AM EDULLE WATF-CPP (CPP-1)

WATF-MCC (MCC-1) 120V PI PT M

PI 24V 460V WATF BUILDING VALVE/METER VAULT (TYP.)

FROM EXTRACTION WELLS BRANCH VALVE/

CLEANOUT VAULT (TYP., SEE C108) 2" - IGW - PVC SUBMERSIBLE PUMP EXTRACTION WELL/SUMP CASING CLEANOUT 120V FOP COMM WA RTU CABINET (CPP-3)

FLOW METER TEST/

CALIBRATION PORT EXTRACTION WELL/SUMP VAULT TO WELL FIELD INSTRUMENTS NOT ROUTED THROUGH RTU 2" - IGW - HDPE 2" - IGW - PVC 2" - IGW - HDPE GENERAL NOTES:

1.

REFER TO DRAWING M203 FOR PUMP SPECIFICATIONS.

2.

PIPE DIAMETERS VARY. REFER TO DRAWINGS C003 THROUGH C006 FOR SPECIFIC PIPE DIAMETER INFORMATION.

3.

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

INTERLOCKS:

LOW WELL WATER LEVEL; SHUT DOWN SUBMERSIBLE PUMP.

HIGH PRESSURE; SHUT DOWN SUBMERSIBLE PUMP (SET @ 70 PSIG).

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

WA TREATMENT SYSTEM UPSET SIGNAL; SHUT DOWN SUBMERSIBLE PUMP 1

2 GROUNDWATER EXTRACTION TRUNK LINE (TYP.)

24V 460V 1

2 1

2 IGW - HDPE (SEE NOTE 2)

EXTRACTION WELL/SUMP BRANCH LINE CONNECTION (TYP.)

M 3

3 4

CONTROL ROOM ELECTRICAL ROOM 24V INSTR COMM CABLE COMM CABLE T

T T

PRELIMINARY - NOT FOR CONSTRUCTION TO TK-101 INFLUENT TANK (SEE NOTE 3)

IGW - HDPE LEVEL TRANSDUCER PITLESS ADAPTER 2" - IGW - PVC GROUNDWATER EXTRACTION TRENCH SUMP/WELL (TYP. OF 11)

PT Scale For Microfilming Inches Millimeters no.

date description by 1

13 12 11 10 9

8 7

6 5

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drawing file ckd DS A

3 10 P102.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\\P102.DWG 8/20/2015 11:33:24 AM EDULLE BA1-CPP (CPP-4)

BA1-MCC (MCC-2) 120V PI PT M

PI TO TK-201 INFLUENT TANK (SEE NOTE 3) 460V VALVE/METER VAULT (TYP.)

FROM EXTRACTION WELLS TRUNK LINE VALVE/

CLEANOUT VAULT (TYP., SEE C108) 2" - IGW - PVC SUBMERSIBLE PUMP EXTRACTION WELL/SUMP CASING CLEANOUT FLOW METER TEST/

CALIBRATION PORT EXTRACTION WELL/SUMP VAULT 2" - IGW - HDPE IGW - PVC (SEE NOTE 2)

GENERAL NOTES:

1.

REFER TO DRAWING M203 FOR PUMP SPECIFICATIONS.

2.

PIPE DIAMETERS VARY. REFER TO DRAWINGS C005 AND C006 FOR SPECIFIC PIPE DIAMETER INFORMATION.

3.

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

GROUNDWATER EXTRACTION TRUNK LINE 24V 460V 1

2 1

2 IGW - HDPE (SEE NOTE 2) 24V M

3 4

INTERLOCKS:

LOW WELL WATER LEVEL; SHUT DOWN SUBMERSIBLE PUMP.

HIGH PRESSURE; SHUT DOWN SUBMERSIBLE PUMP (SET @ 70 PSIG).

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

BA1 TREATMENT SYSTEM UPSET SIGNAL; SHUT DOWN SUBMERSIBLE PUMP 1

2 3

4 3

EXTRACTION WELL/SUMP BRANCH LINE CONNECTION (TYP.)

GROUNDWATER EXTRACTION TRUNK LINE 24V INSTR BURIAL AREA 1 SYSTEM ENCLOSURE COMM CABLE COMM CABLE T

T T

PRELIMINARY - NOT FOR CONSTRUCTION

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SUMMARY

INFLUENT CHARACTERISTICS 104407 BMCD-GWREMED-P201 A

6 10 P201.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\\P201.DWG 8/20/2015 11:33:24 AM EDULLE DEFINITIONS:

BA1 - BURIAL AREA 1 C - DEGREES CELCIUS DCGL - DERIVED CONCENTRATION GOAL LEVEL gpm - GALLONS PER MINUTE LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER PBA - PROCESS BUILDING AREA RSI - RYZNER STABILITY INDEX s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS TOC - TOTAL ORGANIC CARBON U - URANIUM CONCENTRATION

µg/L - MICROGRAMS PER LITER UP1 - URANIUM POND #1 AREA UP2 - URANIUM POND #2 AREA WAA - WESTERN ALLUVIAL AREA WU - WESTERN UPLAND AREA GENERAL NOTES:

1.

THE AVERAGES PRESENTED IN THIS

SUMMARY

ARE NOT NECESSARILY REPRESENTATIVE OF INFLUENT CHARACTERISTICS AT ALL TIMES. THE ACTUAL CHARACTERISTICS OF EACH PROCESS STREAM MAY VARY BASED ON THE GROUNDWATER EXTRACTION AND INJECTION COMPONENTS IN OPERATION AT ANY GIVEN TIME.

2.

WITH THE EXCEPTION OF URANIUM, NITRATE, AND FLOURIDE CONCENTRATIONS, THE DATA USED TO PREPARE THIS

SUMMARY

IS LIMITED TO THE MOST RECENT GROUNDWATER ANALYTICAL RESULTS AVAILABLE FOR EACH SAMPLE LOCATION AND PARAMETER, AS SPECIFIED IN THE MS EXCEL WORKBOOK FILE ENTITLED 2015-2-28 COMPREHENSIVE ANALYTICAL DATA.XLSX.

3.

INFLUENT CHARACTERISTICS FOR EACH PROCESS STREAM WERE ESTIMATED BY AVERAGING CONCENTRATIONS REPORTED FOR MONITORING WELLS CONSIDERED REPRESENTATIVE OF EACH GROUNDWATER REMEDIATION AREA AND EXTRACTION STREAM.

PRELIMINARY - NOT FOR CONSTRUCTION 1TOTAL ALKALINITY, CALCIUM AND TDS CONCENTRATIONS USED FOR LSI AND RSI CALCULATIONS AT EACH LOCATION WERE TAKEN FROM THE SAME SAMPLING EVENT WHICH OCCURRED IN EITHER 2004, 2005, OR 2007, DEPENDING ON THE LOCATION. TEMPERATURE AND PH VALUES USED FOR LSI AND RSI CALCULATIONS WERE TAKEN FROM THE 2015 SAMPLING EVENT AT EACH LOCATION.

2SODIUM 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.

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drawing file ckd DS A

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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