Text

Burns & Mcdonnell, Cimarron Environmental Response Trust Groundwater Remediation Logan County, Oklahoma
	ML22285A208
Person / Time
Site:	07000925
Issue date:	09/30/2022
From:	; Burns & McDonnell
To:	; Office of Nuclear Material Safety and Safeguards
Shared Package
ML22286A041	List: ML22284A145; ML22284A150; ML22285A091; ML22285A100; ML22285A109; ML22285A135; ML22285A139; ML22285A144; ML22285A151; ML22285A153; ML22285A165; ML22285A166; ML22285A169; ML22285A189; ML22285A208; ML22285A210; ML22285A211;
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Cimarron Environmental Response Trust Groundwater Remediation Logan County, Oklahoma

SEPTEMBER 2022 142089 Preliminary Design Drawings ONE OR TWO CHARACTER >-LETTER OR NUMBER DESIGNATOR DISCIPLINE DESIGNATOR / GENERAL DRAWINGS CIVIL DRAWINGS CONTINUED PROCESS DRAWINGS CONTINUED (MAY NOT BE PRESENT IF A CALLOUT AND TITLE ARE FP001 - -DRAWING SEQUENCE NUMBER DWG. NO. TITLE DWG, NO. TITLE ON DRAWINGS WITHIN THE / INDICATES WHERE TITLE IS COVER-INDEX (1-1) BMCD-GWREMED-C108 MISCELLANEOUS DETAILS - SHEET 2 (I-6) BMCD-GWREMED-P205 GROUNDWATER EXTRACTION AND INJECTION SAME DISCIPLINE)-------------/ LOCATED (MAY NOT BE FLOW RATE

SUMMARY

(I-3, I-4)

PRESENT IF CALLOUT AND BMCD-GWREMED-G001 GENERAL NOTES (1-1) BMCD-GWREMED-C10S MISCELLANEOUS DETAILS - SHEET 3 (I-6)

TITLE ARE ON THE SAME DRAWING) BMCD-GWREMED-G002 NOTES, LEGEND AND ABBREVIATIONS (1-1) BMC D-G WR EM E D-C110 MISCELLANEOUS DETAILS - SHEET 4 (I-6) ELECTRICAL DRAWINGS

SECTION. DETAIL, AND ELEVATION BMCD-GWREMED-C200 WESTERN AREA TREATMENT FACILITY AND BURIAL AREA DWG. NO. TITLE CIVIL DRAWINGS 1 SECTIONS, AND WATF UTILITY TRENCH PROFILE (I-6)

SYMBOL IDENTIFIERS BMCD-GWREMED-E001 ELECTRICAL LEGEND AND ABBREVIATION (1-1)

DWG. NO. TITLE BMCD-GWREMED-E002 BMCD-GWREMED-C001 EXISTING CONDITIONS (I-2) ELECTRICAL GENERAL NOTES (1-1)

MECHANICAL DRAWINGS A A BMCD-GWREMED-E101 ELECTRICAL SINGLE LINE WATF (I-5)

BMCD-GWREMED-C002 OVERALL SITE PLAN AND SHEET LAYOUT KEY (I-2)DWG. NO. TITLE FP001 FP001 BMCD-GWREMED-M101 EXTRACTION WELL/SUMP AND VAULT DETAILS (I-3) BMCD-GWREMED-E102 ELECTRICAL SINGLE LINE BA1 (I-5)

BMCD-GWREMED-C003 PARTIAL SITE PLAN - NORTH (I-2) PROJECT LOCATION BMCD-GWREMED-C004 PARTIAL SITE PLAN - SOUTH (I-2) BMC D-G WR EM E D-M102 INJECTION AND EXTRACTION WELL DETAILS (I-3, I-4)BMCD-GWREMED-E103 CABLE AND CONDUIT SCHEDULE - SHEET 1 (I-5)

ADDRESS:

SECTION CALLOUT EXAMPLE WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT BMCD-GWREMED-E104 CABLE AND CONDUIT SCHEDULE - SHEET 2 (I-5)100 NORTH HIGHWAY 74 BMC D-G WR EM ED-C005 PARTIAL SITE PLAN - EAST (I-2) BMC D-GWR EM ED-M103 GUTHRIE, OK 73044 (I-4) BMCD-GWREMED-E105 CABLE AND CONDUIT SCHEDULE - SHEET 3 (I-5)

BMCD-GWREMED-C006 WESTERN AREA TREATMENT FACILITY GRADING LEGAL DESCRIPTION:

PLAN AND LAYOUT (I-2) BMC D-G WR EM E D-M 104BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT BMCD-GWREMED-E106 PANELBOARD SCHEDULE (I-5)

(I-4) NE, NW, & SW 1/4 Sec. 12, T16N R4W BMCD-GWREMED-C007 WESTERN AREA TREATMENT FACILITY SITE PLAN BMCD-GWREMED-E201 ELECTRICAL DETAIL SHEET 1 - CONNECTION I.M., NE 1/4 Sec. 11, T16N R4WI.M.,

(I-2) BMC D-GWR EM ED-M201CONSTRUCTION DETAILS INDEX - EXTRACTION DETAILS (I-5) Sec. 1 & 2 South of River, T16N R4W I.M.

WELLS/SUMPS (I-3) 7 BMCD-GWREMED-C008 WESTERN AREA TREATMENT INJECTION SKID BMCD-GWREMED-E202 FP001 LAYOUT (I-2) BM C D-GWR EM ED-M202 CONSTRUCTION DETAILS INDEX - INJECTION WELLS (I-4) ELECTRICAL DETAIL SHEET 2 - DUCT BANK DETAILS (I-5)

DETAIL CALLOUT EXAMPLE BMCD-GWREMED-C009 BURIAL AREA 1 TREATMENT FACILITY SITE PLAN BMCD-GWREMED-M203PUMP SELECTION INDEX - EXTRACTION WELLS/SUMPS BMCD-GWREMED-E203 ELECTRICAL DETAIL SHEET 3 - EQUIPMENT d-2) (I-3) LOCATIONS (I-5)

NOT TO SCALE BMCD-GWREMED-C010 BURIAL AREA 1 TREATMENT INJECTION SKID (I-2) BMCD-GWREMED-E204 ELECTRICAL COMMUNICATION SYSTEM B ARCHITECTURE - SHEET 1 (I-5)

A001 BMCD-GWREMED-C011 1206 DRAINAGE AREA REMEDIATION PLAN (I-2)

PROCESS DRAWINGS BMC D-G WR EM ED-E205ELECTRICAL COMMUNICATION SYSTEM BMCD-GWREMED-C012 UPLAND ACCESS ROADS (I-2) ARCHITECTURE - SHEET 2 (I-5)

ELEVATION CALLOUT EXAMPLE TITLE BMCD-GWREMED-C101 EXTRACTION TRENCH DETAILS (I-3)

BMC D-GWR EM ED-P001 P&ID NOTES AND LEGEND (1-1)

- THE WORD "SECTION" BMC D-G WR EM E D-C 102 INJECTION TRENCH DETAILS - SHEET 1 (I-4)

MAY BE REPLACED WITH BMCD-GWREMED-P101 WESTERN AREA GROUNDWATER EXTRACTION SYSTEM "ELEVATION" OR "DETAIL" BMCD-GWREMED-C103 INJECTION TRENCH DETAILS - SHEET 2 (I-4) P&ID (I-3)

SECTION ABMCD-GWREMED-C104 PIPE & CONDUIT TRENCH SECTIONS - SHEET 1 (I-6) BM C D-G WR EM E D-P102BURIAL AREA 1 GROUNDWATER EXTRACTION SYSTEM 001 P&ID (I-3)

BMCD-GWREMED-C105 PIPE & CONDUIT TRENCH SECTIONS - SHEET 2 (I-6)

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE BMC D-GWR EM E D-P103WESTERN AREA GROUNDWATER INJECTION SYSTEM BMCD-GWREMED-C106 OUTFALL DETAILS (I-6) P&ID-SHEET 1 (I-4)

BMCD-GWREMED-C107 MISCELLANEOUS DETAILS - SHEET 1 (I-6) BMCD-GWREMED-P104 WESTERN AREA GROUNDWATER INJECTION SYSTEM SECTION, DETAIL, AND ELEVATION P&ID -SHEET 2 (I-4)

IDENTIFICATION SYSTEM BMC D-GWR EM ED-P105BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM P&ID (I-4)

no.l date l by l ckd description

A 08/16/22 AA MC ISSUED FOR PRELIMINARY DESIGN ^BURNS ^.MCDONNELL PRELIMINARY - NOT FOR CONSTRUCTION Cover-Index GENERAL NOTES: CIVIL NOTES: no. l date l by l ckd l description

1. THE PROJECT SITE IS OWNED BY ENVIRONMENTAL PROPERTIES MANAGEMENT, LLC. ADDRESS: 100 NORTH HIGHWAY 74, GUTHRIE, OK 73044, 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 08/22/22l MRC JRH ISSUED FOR PHONE: 405-642-5152. PRELIMINARY DESIGN

2. THE PROJECT ENGINEER AND CONTRACTOR IS BURNS & MCDONNELL ENGINEERING COMPANY, INC. ADDRESS: 9400 WARD PARKWAY, KANSAS 2. PRIOR TO FILL MATERIAL PROCUREMENT, SUBCONTRACTOR SHALL SUBMIT TO CONTRACTOR DOCUMENTATION DEMONSTRATING ALL IMPORTED CITY, MO 64114, PHONE: 816-333-9400. FILL MATERIAL IS CLEAN (NOT CONTAMINATED) AND SUITABLE FOR USE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS, AND PROJECT SPECIFICATIONS.

3. THE SUBCONTRACTOR SHALL COORDINATE ACCESS DURING CONSTRUCTION WITH CONTRACTOR, OWNER AND ADJACENT PROPERTY 3. SUBCONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO A CONDITION EQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITIONS.

OWNERS. TRAFFIC MANAGEMENT SHALL BE SUBJECT TO CONTRACTOR'S APPROVAL. TREES SPECIFIED FOR REMOVAL SHALL NOT BE REPLACED.

4. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. THEREFORE, THE RELATIONSHIP BETWEEN PROPOSED WORK AND EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE. 4. SUBCONTRACTOR SHALL PROTECT THE WORK AREAS WITH APPROPRIATE FENCING, BARRICADES, AND SIGNAGE.

5. THE HORIZONTAL AND VERTICAL LOCATING OF ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES SHOWN ON THE PLANS ARE 5. ALL WORK SHALL BE DONE TO THE LINES, SLOPES, THICKNESS, AND GRADES INDICATED IN THE CONTRACT DRAWINGS. ALL ESTABLISHED APPROXIMATE AND ARE NOT GUARANTEED. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND LOCATING ALL UTILITIES IN MONUMENTS, BENCHMARKS, REFERENCE POINTS, STAKES, AND OTHER CENTRAL POINTS SHALL BE PRESERVED BY THE SUBCONTRACTOR.

THE PATH OF AND ADJACENT TO THE PROPOSED WORK. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE SUBCONTRACTOR SHALL CALL SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR IN WRITING OF BENCHMARKS, REFERENCE LINES, OR OTHER CONTROL POINTS WHICH MAY OKLAHOMA ONE CALL AT OKIE811 OR 1-800-522-OKIE WITH SUITABLE NOTICE FOR THEIR LOCATING AND MARKING OF PUBLIC UTILITIES. HAVE BEEN DISTURBED OR WHICH APPEAR TO BE OFF LINE OR GRADE.

SUBCONTRACTOR SHALL NOTIFY OWNER 48 HOURS IN ADVANCE OF ONE CALL NOTIFICATION. THE SITE IS GENERALLY NOT OCCUPIED. 6. DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND STABILIZED (WITH VEGETATIVE MULCH) IN ACCORDANCE WITH THE ODOT COMMISSION

6. THE CONSTRUCTION DRAWINGS REPRESENT THE FINISHED WORK. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND SPECIFICATIONS. SEED MIXTURE SHALL BE IN ACCORDANCE WITH TABLE 735.1 OF THE ODOT COMMISSION CHAPTER 735. SUBMIT SEED MIXTURE METHODS OF CONSTRUCTION. SUBCONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND TOOLS NECESSARY TO TO CONTRACTOR FOR APPROVAL PRIOR TO APPLICATION. DISTURBED AREAS SHALL HAVE ESTABLISHED 90% VEGETATION COVERAGE TO BE COMPLETELY PERFORM THE WORK IN A SAFE, EXPEDITIOUS, AND PROFESSIONAL WORKMANLIKE MANNER. SUBCONTRACTOR SHALL ACCEPTABLE.

COORDINATE SCHEDULE OF THE WORK WITH THE OWNER AND CONTRACTOR. SUBCONTRACTOR SHALL INSTALL EQUIPMENT AND MATERIALS ACCESS ROAD NOTES PER MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. THE SUBCONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND INSTALLATION OF EQUIPMENT AND MATERIALS. 1. MIRAFI RS580i WOVEN GEOTEXTILE OR ENGINEER APPROVED EQUIVALENT SHALL BE PLACED ON THE PREPARED SUBGRADE AND STRETCHED AS

7. SUBCONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND TIGHT AND AS FLAT AS PRACTICAL.

ADJACENT TO THE SITE. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLAIMS RESULTING FROM HIS/HER ACTIONS AND ACTIVITIES. 2. THE GEOTEXTILE SHALL BE LAID IN THE DIRECTION OF CONSTRUCTION TRAFFIC AND PER MANUFACTURER'S RECOMMENDATIONS. GEOTEXTILE VISITS TO THE SITE BY OWNER AND CONTRACTOR SHALL NOT RELIEVE THE SUBCONTRACTOR OF SUCH RESPONSIBILITY. PANELS SHOULD BE OVERLAPPED BOTH SIDE-TO-SIDE AND END-TO-END. OVERLAP SHALL BE PER MANUFACTURER'S SPECIFICATIONS ORA

8. THE SUBCONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR EQUIPMENT, MATERIALS, AND TOOLS THROUGH PROJECT COMPLETION. MINIMUM OF 18-INCHES, WHICHEVER IS GREATER.

THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SAFEGUARDING OF THE INSTALLATION AND MATERIALS/EQUIPMENT 3. THE FIRST FIVE FEET OF PLACED GEOTEXTILE ON EACH LATERAL ADJACENT TO THE ACCESS ROAD SHALL BE CUT AND LAID AS A SEPARATE STORED ON THE SITE TO PREVENT THEFT, VANDALISM, OR DAMAGE. SUBCONTRACTOR SHALL STORE EQUIPMENT, MATERIALS, AND TOOLS IN SECTION.

A SECURE LOCATION (ON OR OFF-SITE).

9. SUBCONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF THE PROJECT LIMITS UNLESS APPROVED IN ADVANCE BY THE CONTRACTOR. 4. SOIL, ROCKS, OR PINS APPROVED BY ENGINEER CAN BE USED TO HOLD FABRIC EDGES AND OVERLAPS DOWN UNTIL THE AGGREGATE IS PLACED TO PREVENT IT FROM LIFTING DURING PLACEMENT OF THE FIRST AGGREGATE LIFT. ON CURVES, THE GEOTEXTILE MAY BE FOLDED OR CUT TO

10. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROPRIATE LICENSES AND TRADE PERMITS REQUIRED TO PERFORM THE CONFORM TO THE CURVE.

WORK. SUBCONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE AND OTHER DOCUMENTATION REQUIRED BY JURISDICTIONAL 5. THE INITIAL LIFT OF AGGREGATE SHALL BE PLACED, SPREAD AND COMPACTED ON THE GEOTEXTILE FABRIC IN A 6-INCH LIFT. DO NOT OPERATE AGENCIES BEFORE PERFORMING THE WORK. EQUIPMENT DIRECTLY ON GEOTEXTILE FABRIC.

11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE CIMARRON ENVIRONMENTAL RESPONSE TRUST 6. TO THE EXTENT POSSIBLE IN THE FLOODPLAIN (WAA), MAINTAIN EXISTING DRAINAGE PATTERNS WITH ROAD CONSTRUCTION AND GRADING WHILE SITE-SPECIFIC HEALTH & SAFETY PLAN (BURNS AND MCDONNELL). PROVIDING POSITIVE DRAINAGE OF ROADS. SPOIL EXCESS MATERIAL ON EITHER SIDE OF NEW ROAD AND TAPER TO EXISTING GRADE WHERE

12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. POSSIBLE TO MAINTAIN DRAINAGE, OR SPOIL EXCESS MATERIAL IN THE AREA INDICATED ON THE DRAWINGS, OR AS APPROVED BY THE

13. THESE NOTES AND OTHER DRAWING NOTES CONTAINED HEREWITH ARE PROVIDED TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT CONTRACTOR, AND RESTORE IN ACCORDANCE WITH NOTES ABOVE.

THE CONTRACT DOCUMENTS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT COORDINATION AND COMMUNICATION:

DOCUMENTS.

14. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY SHOP DRAWINGS PROVIDED BY SUPPLIERS. ALL SHOP DRAWINGS PROVIDED 1. SUBCONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTOR AND BY OTHERS SHALL BE SUBMITTED TO THE CONTRACTOR FOR REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF OWNER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE NON-RETURNABLE STOCK. DIMENSIONAL REVIEW IS THE SUBCONTRACTOR'S RESPONSIBILITY. WORK IS IN PROGRESS. WHEN THE SUBCONTRACTOR'S PRIMARY CONSTRUCTION SUPERINTENDENT IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. SUBCONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF K5. UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THE CONTRACT DOCUMENTS MAY ARISE DURING CONSTRUCTION. IT IS THE REPRESENTATIVES TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IN ACCORDANCE WITH SNM-928, RESPONSIBILITY OF THE SUBCONTRACTOR TO NOTIFY THE CONTRACTOR IF SUCH A CONDITION IS IDENTIFIED. THE PRESENCE OF OWNER, SUBCONTRACTORS ARE PROHIBITED FROM ACCESSING THE SITE UNLESS SPECIFICALLY DESIGNATED CONTRACTOR OR OWNER PERSONNEL ARE CONTRACTOR, OR THE MANUFACTURER'S REPRESENTATIVE AT THE PROJECT SITE DOES NOT RELIEVE THE SUBCONTRACTOR OF THE PRESENT.

RESPONSIBILITY FOR A PROPER INSTALLATION. 2. SUBCONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL PRELIMINARY AND UPDATED CONSTRUCTION PROGRESS SCHEDULES, PROCUREMENT

16. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE SUBCONTRACTOR AND ANY DISCREPANCIES SHALL SCHEDULES, SCHEDULE OF SUBMITTALS AND SCHEDULE OF VALUES WITH INPUT AND COMMITMENTS FROM SUBCONTRACTORS AND SUPPLIERS.

BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF WORK.

17. ALL WORK SHOWN IS IN APPROXIMATE LOCATIONS. THE SUBCONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH 3. CONTRACTOR WILL SCHEDULE AND CONDUCT DAILY SAFETY MEETINGS AND WEEKLY PROGRESS MEETINGS. SUBCONTRACTOR SHALL BE THE EXISTING CONDITIONS BEFORE SUBMITTING HIS/HER BID. PREPARED TO DISCUSS CURRENT CONSTRUCTION PROGRESS AND ANY ANTICIPATED FUTURE CHANGES TO SCHEDULE.

18. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR: 1) PROVIDING POTABLE WATER AND TEMPORARY SANITARY FACILITIES FOR 4. THE SUBCONTRACTOR SHALL COORDINATE ACCESS DURING CONSTRUCTION WITH CONTRACTOR, OWNER, AND ADJACENT SITE PROPERTY PRELIMINARY - NOT SUBCONTRACTOR'S PERSONNEL, 2) FURNISH, INSTALL, AND MAINTAIN TEMPORARY UTILITIES FOR ADEQUATE CONSTRUCTION, SAFETY, AND OWNERS.

SECURITY, 3) MODIFY, RELOCATE, AND EXTEND SYSTEMS AS WORK PROGRESSES, REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF CONSTRUCTION LAYOUT AND SURVEYING NOTES: FOR CONSTRUCTION TEMPORARY FACILITIES, AND 4) REMOVE TEMPORARY FACILITIES ON COMPLETION OF WORK OR UNTIL SERVICE OR FACILITIES ARE NO 1. SUBCONTRACTOR SHALL PROVIDE NEATLY RED MARKED DRAWINGS IDENTIFYING ANY MODIFICATIONS TO THE CONTRACT DOCUMENTS AND LONGER NEEDED OR ARE REPLACED BY AUTHORIZED USE OF COMPLETED PERMANENT FACILITIES. INDICATING CONFORMANCE TO CONSTRUCTION RECORD CONDITIONS TO THE CONTRACTOR UPON COMPLETION OF THE WORK.

19. THE SUBCONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AREA FOR MATERIALS AND EQUIPMENT. SUBCONTRACTOR'S ^BURNS STAGING AREA SHALL BE APPROVED BY CONTRACTOR OR OWNER. SUBCONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE 2. THE CONTRACTOR SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED RECORD DRAWINGS. IF THE RECORD DRAWINGS ^MSDONNELL DIRECTION OF CONTRACTOR OR OWNER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE PROJECT SITE. ARE CONSIDERED UNACCEPTABLE, THEY SHALL BE RETURNED TO THE SUBCONTRACTOR FOR CORRECTION AND RESUBMITTED AT

20. REQUESTS FOR INFORMATION (RFIs) SHALL INCLUDE A DETAILED, LEGIBLE DESCRIPTION OF THE ITEM NEEDING INTERPRETATION. SUBCONTRACTOR'S EXPENSE. 9400 WARD PARKWAY

3. SUBCONTRACTOR SHALL MAKE AVAILABLE ALL SURVEYS IN AUTOCAD 2018 (OR NEWER) FORMAT AND SHALL PROVIDE SURVEY POINTS IN.CSV KANSAS CITY, MO 64114 816-333-9400 CONTRACTOR WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED, AND ISSUE A RESPONSE TO SUBCONTRACTOR. OKLAHOMA FIRM LICENSEE NO. 421

21. SUBMITTALS SHALL BE APPROVED BY CONTRACTOR PRIOR TO THE INSTALLATION OF PRODUCTS ON-SITE. SUBCONTRACTOR'S INSTALLATION FILE FORMAT.

OF UNAPPROVED PRODUCTS IS AT SUBCONTRACTOR'S RISK AND COST. 4. CONTRACTOR MAY DIRECT SUBCONTRACTOR TO ALTER THE ALIGNMENTS, LENGTHS, AND DEPTHS OF INJECTION AND EXTRACTION TRENCHES date detailed BASED ON FIELD OBSERVATION. SEPTEMBER 2022 M. CARLIN

22. SUBCONTRACTOR SHALL MIX CLEAN INJECTION TRENCH SPOILS WITH 1206 SPOILS UNTIL HOMOGENEOUS AND PLACE IN 12" LIFTS. designed checked SUBCONTRACTOR SHALL ALSO MIX CLEAN INJECTION TRENCH SPOILS WITH GETR-WU-02 SPOILS UNTIL HOMOGENOUS AND PLACE IN 12" 5. TOPOGRAPHY FEATURES AND AERIAL IMAGERY SHOWN ARE FROM A GROUND SURVEY DATED JULY 2014, AND AN AERIAL SURVEY DATED MAY LIFTS. RADIOLOGICAL TESTING WILL BE COMPLETED BY OTHERS AND IS SUBJECT TO APPROVAL BEFORE PROCEEDING TO THE NEXT LIFT. 2014. TOPOGRAPHY UPDATED WITH GROUND SURVEY PERFORMED NOVEMBER 11,2016 WITHIN BOUNDARIES INDICATED ON C001. B. WEIS J. HESEMANN CONTRACTOR TO OBSERVE AND PROVIDE GUIDANCE.

23. IF ANY DISCREPANCIES ARE NOTED BETWEEN THESE CONSTRUCTION DOCUMENTS AND INFORMATION PROVIDED ORAN ERROR IS SUSPECTED, IT SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTOR AND THE PROJECT MANAGER.

24. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION.

25. ALL CONSTRUCTION ACTIVITY, INCLUDING OPERATION OF HEAVY MACHINERY, EXCAVATION, FILLING, GRADING, CLEARING OF VEGETATION, DISPOSAL OF WASTE, AND STOCKPILING OF MATERIAL MUST TAKE PLACE WITHIN THE APPROVED WORK AREA AS AGREED UPON BY CONTRACTOR.

26. AT A MINIMUM, THE SUBCONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL CONSTRUCTION ACCESS ROADS AND WORK AREAS DURING CONSTRUCTION OF THE PROJECT IN ORDER TO MAINTAIN SAFE AND OPERABLE WORK CONDITIONS. Cimarron Enviornmental Response Trust

27. NOISE IMPACTS FROM CONSTRUCTION SHALL BE MINIMIZED AND MITIGATED TO THE EXTENT POSSIBLE. SUBCONTRACTOR SHALL MAINTAIN GENERAL NOTES ALL EQUIPMENT IN GOOD OPERATING CONDITIONS AND ALL MOTORS AND ENGINES WILL BE MUFFLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND WILL COMPLY WITH STATE ENVIRONMENTAL LAW.

28. FUGITIVE DUST RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE BY project contract IMPLEMENTING APPROPRIATE CONTROL MEASURES. DUST SHALL BE ELIMINATED FROM STOCKPILED SOILS, UNPAVED ROADS, ETC. BY THE 142089 -

APPLICATION OF WATER OR STONE, RESPECTIVELY, AS NECESSARY. A WATERING VEHICLE SHALL BE AVAILABLE FOR THE DURATION OF drawing rev.

PROJECT ACTIVITIES, AND THROUGHOUT RESTORATION. BMCD-GWREMED-G001 A

29. ALL INJECTION SUPPLY PIPE BENDS SHALL BE SWEEP FITTINGS. sheet of sheets

file G001 GEN-NOTES-AB.DWG Z:\\CLIENTS\\ENS\\CERTV129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\G001 GEN-NOTES-AB.DWG 8/22/2022 3:10:58 PM EAPULCHER 12

EROSION CONTROL NOTES: LEGEND ABBREVIATIONS: no.l date l by l ckd l description

1. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL UTILITY TRENCH ALIGNMENT APPROX. APPROXIMATE SWPPP STORMWATER POLLUTION A 09/01/22 BCW RTB ISSUED FOR MEASURES REQUIRED AND AS A RESULT OF SUBCONTRACTOR'S ACTIVITIES. EROSION CONTROL MEASURES SHALL BE (APPLIES TO C002 ONLY) PREVENTION PLAN PRELIMINARY DESIGN

INSTALLED PRIOR TO COMMENCING CONSTRUCTION AT THE SITE. BURIED COMMUNICATION BA1 BURIAL AREA 1

2. CONTRACTOR WILL PROVIDE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO SUBCONTRACTOR. CONDUIT/ CABLE TYP. TYPICAL SUBCONTRACTOR SHALL REVIEW SWPPP PRIOR TO PREPARING AND SUBMITTING A BID. BURIED INSTRUMENTATION BLDG. BUILDING CONDUIT/ CABLE UP URANIUM POND

3. SUBCONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY, OWNER, OR BMPs BEST MANAGEMENT PRACTICES CONTRACTOR. ADDITIONAL CONTROLS SHALL BE IMPLEMENTED AS DICTATED BY THE SITE CONDITIONS AT -FO---------------FO-BURIED FIBEROPTIC U URANIUM SUBCONTRACTOR'S EXPENSE THROUGHOUT ALL PHASES OF THE CONTRACT WORK. NOTIFY CONTRACTOR OF ANY CONDUIT/ CABLE C CENTER LINE DISTURBANCES THAT ARE BEYOND THE PLANNED LIMITS OF CONSTRUCTION ACTIVITIES. BURIED ELECTRICAL L VNSFS VEOLIA NUCLEAR SOLUTIONS

4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. CONDUIT/ CABLE CMP. CORRUGATED METAL PIPE FEDERAL SERVICES SUBCONTRACTOR SHALL REMOVE EROSION CONTROL FEATURES AT THE COMPLETION OF THE CONTRACT WORK IF SAID GROUNDWATER FEATURES ARE NOT BIODEGRADABLE. REMOVAL SHALL NOT OCCUR UNTIL VEGETATION OR PERMANENT CONTROL - ET............. ET -EXTRACTION TRENCH CP. CONTROL POINT WA WESTERN AREA MEASURES HAVE BEEN ESTABLISHED.

- GW------------ GW -BURIED GROUNDWATER CPP CONTROL PANEL POWER WATF WESTERN AREA TREATMENT

5. SUBCONTRACTOR SHALL MINIMIZE CLEARING TO THE EXTENT PRACTICAL. EXTRACTION PIPE FACILITY

6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE DEPLOYED DURING EXCAVATION ACTIVITIES CONDUCTED WITHIN - IS ------------- IS -BURIED INJECTION DIA. DIAMETER THE BOUNDARIES OF FORMER URANIUM POND 1 AND 2 LIMITS, AS DETAILED ON THESE CONSTRUCTION DRAWINGS. WATER SUPPLY PIPE WU WESTERN UPLAND POTENTIALLY IMPACTED SOIL REMOVED FROM THESE AREAS (DEFINED AS MATERIAL REMOVED FROM 6 FEET BELOW DWG. DRAWING GROUND SURFACE AND ABOVE SANDSTONE A FOR URANIUM POND 1 AND 5 FEET BELOW GROUND SURFACE AND ABOVE INJECTION TRENCH WAA SANDSTONE A FOR URANIUM POND 2) SHALL BE SEGREGATED FROM CLEAN SOIL AND STAGED WITH BMPs TO PREVENT WESTERN ALLUVIAL AREA SEDIMENT MIGRATION. ADDITIONAL BMPs SHALL BE DEPLOYED TO PREVENT STORM WATER RUN-OFF AND POTENTIALLY ----------W-----------WATER SUPPLY E. EAST IMPACTED SOILS FROM ENTERING AND ACCUMULATING IN THE TRENCHES. SOIL MATERIAL ENTERING AND ACCUMULATING LNE Y YARD IN THE TRENCH SHALL BE REMOVED AND HANDLED AS POTENTIALLY IMPACTED MATERIAL. POTENTIALLY IMPACTED SOIL PROPERTY LNE EL. ELEVATION REMOVED SHALL BE PLACED BACK IN THE TRENCH AND BELOW THE MINIMUM IMPACTED MATERIAL DEPTH AS FOLLOWS:

EASEMENT EQ EQUAL 6.1. GWI-UP1-03 AND GWI-UP1-04: POTENTIALLY IMPACTED SOIL IS DEFINED AS SOIL MATERIAL WITHIN THE FORMER URANIUM POND 1 LIMITS BELOW 6 FEET BELOW GROUND SURFACE AND ABOVE GRAVEL FILTER FABRIC. BURIED WATER E.W. EACH WAY

6.2. GWI-UP2-01

POTENTIALLY IMPACTED SOIL IS DEFINED AS SOIL MATERIAL WITHIN THE FORMER URANIUM POND 2 LIMITS DISCHARGE PIPE BELOW 5 FEET BELOW GROUND SURFACE AND ABOVE GRAVEL FILTER FABRIC.

EX. OR EXIST. EXISTING

7. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL BEST EXISTING SURFACE ELEVATION CONTOUR FT. FEET MANAGEMENT PRACTICES AND STANDARDS. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSTALLED AS SHOWN ON THE APPROVED PLAN AND THE SWPPP. PROPOSED SURFACE

8. SITE DRAINAGE PATTERNS, INCLUDING THE PROJECT SITE AND ADJACENT PROPERTIES SHALL BE MAINTAINED ELEVATION CONTOUR GE GROUNDWATER EXTRACTION

THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE APPROVED BY THE CONTRACTOR. EXISTING FENCE GETR GROUNDWATER EXTRACTION TRENCH

7. THE SUBCONTRACTOR SHALL MAINTAIN ALL SEDIMENTATION CONTROL DEVICES AND TAKE ANY PRECAUTIONARY MEASURES TO ENSURE THAT SEDIMENT DOES NOT ENTER ANY NATURAL STREAM CHANNEL LOCATED WITHIN THE SITE. PROPOSED FENCE GWI GROUNDWATER INJECTION

8. GROUND COVER REQUIREMENTS SHALL BE FOLLOWED IN ADDITION TO STANDARD EROSION CONTROL REQUIREMENTS. EXISTING CHANNEL HDPE HIGH DENSITY POLYETHLYENE THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF VEGETATION ON ALL DISTURBED AREAS AND MEETING ALL FINAL STABILIZATION REQUIREMENTS.

PROPOSED CHANNEL INC. INCORPORATED WASTE MANAGEMENT NOTES:

1. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, MANAGEMENT, LOADING, AND STORAGE OF WASTE FUTURE OUTFALL INJ. INJECTION MATERIALS ON-SITE, AND DISPOSAL OFF-SITE. WASTE MATERIALS INCLUDE: LINE, BY OTHERS A. WASTE AND CONSTRUCTION AND DEMOLITION DEBRIS. EDGE OF PROPOSED LAT LATERAL

B. WASH WATER ASSOCIATED WITH CONCRETE TRUCKS, VEHICLE CLEANING, AND EQUIPMENT CLEANING. ACCESS ROAD MAX. MAXIMUM C. SUBCONTRACTOR SHALL NOT REMOVE WASTE MATERIALS FROM THE SITE WITHOUT OBTAINING WRITTEN AND LATERALS APPROVAL FROM OWNER AND CONTRACTOR. CLEARING LIMITS

2. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTATION, DISPOSAL, AND OBTAINING HAULING AND DISPOSAL MIN. MINIMUM PERMITS.

ACCESS ROAD C WITH MISC. MISCELLANEOUS PRELIMINARY - NOT

3. SUBCONTRACTOR SHALL DISPOSE OF WASTE MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STATION MARKS REGULATIONS. N. NORTH FOR CONSTRUCTION

4. TREES AND BRUSH GENERATED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED IN STRAW WATTLE

OWNER-APPROVED AREAS AND REMOVED FROM THE SITE. O. C. OFF CENTER *BURNS EROSION CONTROL BLANKET ^MCDONNELL

5. THE SUBCONTRACTOR SHALL REMOVE FROM THE SITE THOSE MATERIALS NOT INDICATED TO BE SALVAGED. ALL REMOVED O.D. OUTSIDE DIAMETER MATERIALS SHALL BECOME THE PROPERTY OF THE SUBCONTRACTOR WHO SHALL LEGALLY DISPOSE OF THEM. EXTRACTION TRENCH SUMP

6. SUBCONTRACTOR SHALL NOT REMOVE WASTE MATERIALS FROM THE SITE WITHOUT OBTAINING WRITTEN APPROVAL FROM INJECTION WELL ODOT OKLAHOMA DEPARTMENT OF 9400 WARD PARKWAY OWNER AND CONTRACTOR.

TRANSPORTATION KANSAS CITY, MO 64114 816-333-9400 EXTRACTION WELL OKLAHOMA FIRM LICENSEE NO. 421 EXISTING MONITOR WELL OG&E OKLAHOMA GAS & ELECTRIC date detailed SEPTEMBER 2022 T. COLLINS PROPOSED CLEANOUT OSHA OCCUPATIONAL SAFETY HEALTH designed checked (ARROW INDICATES ADMINISTRATION B. WEIS R. BETTMENG DIRECTION OF CLEANOUT)

OZ. OUNCE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RFI REQUEST FOR INFORMATION Cimarron Enviornmental Response Trust RTU REMOTE TELEMETRY UNIT NOTES, LEGEND AND ABBREVIATIONS SP SPACED project contract S.Q SQUARE 142089 drawing rev.A ST. STREET BMCD-GWREMED-G002

STA STATION sheet of sheets file G002 GEN-NOTES-AB.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\G002 GEN-NOTES-AB.DWG 9/1/2022 8:55:50 AM EAPULCHER 10 11 13

ABBREVIATIONS PIPING AND VALVE SYMBOLS GENERAL NOTES by l ckd l description

EQUIPMENT & SPECIALTIES GENERAL 10/04/21 AA ED ISSUED FOR BL HIGH PRESSURE BLOWER AG ABOVEGROUND o BALL VALVE / SAMPLE PORT C3 CONCENTRIC REDUCER 1. LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN PRELIMINARY DESIGN IS APPLICABLE TO PROJECT. SEE PROJECT PLANS FOR SPECIFIC NOTES, BOP/D BOTTOM OF PIPE/DUCT BA1 BURIAL AREA #1 SPECIFICATIONS, SYMBOLS, AND ABBREVIATIONS.

C COMPRESSOR COMM COMMUNICATION m GLOBE VALVE UNION CV CHECK VALVE CPP CONTROL POWER PANEL 2. MECHANICAL EQUIPMENT AND APPURTENANCES SHALL BE INSTALLED IN EJ EXPANSION JOINT, FLEXIBLE CONNECTOR FC FAIL CLOSED I REMOVABLE CAP ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, CONTRACT FAN FAN OR LOW PRESSURE BLOWER FO FAIL OPEN X GATE VALVE lLi DOCUMENTS, INTERNATIONAL MECHANICAL AND PLUMBING CODES, AND FOT/B FLAT ON TOP/BOTTOM FOP FIBER OPTIC APPLICABLE CODES AND REGULATIONS.

HB HOSE BIBB FL FAIL LAST POSITION rx CHECK VALVE = FLANGE 3. ALL MECHANICAL EQUIPMENT SHALL BE LOCATED FOR UNOBSTRUCTED ACCESS MP METERING PUMP GAL GALLON TO UNIT ACCESS PANELS, CONTROLS, AND VALVING.

MOV MOTOR OPERATED VALVE HOA HAND/OFF/AUTO RELIEF VALVE o BAG FILTER MXR MIXER INSTR INSTRUMENT NOZ NOZZLE LSH LEVEL SWITCH HIGH AGITATOR/MIXER P PUMP LSL LEVEL SWITCH LOW i*i BUTTERFLY VALVE PI PRESSURE INDICATOR MCC MOTOR CONTROL CENTER SELF ACTUATED VALVES PT PRESSURE TRANSMITTER NC NORMALLY CLOSED MAGNETIC FLOWMETER MATERIAL TRANSITION AND QCU QUICK CONNECT UNIT NO NORMALLY OPEN H TRANSITION TO BELOW REC RECEIVER OD OUTER DIAMETER VACUUM RELIEF VALVE GROUND RO ORIFICE PLATE OR RESTRICTION DEVICE PB PUSH BUTTON $ -JLXJLX REDUCING REGULATOR SFI SIGHT FLOW INDICATOR PSIG POUNDS PER SQUARE INCH GAUGE HOSE CONNECTION (SELF-CONTAINED)

SG SIGHT GLASS RTU REMOTE TERMINAL UNIT VENT SLR SILENCER SCFM STANDARD CUBIC FEET / MINUTE VFD VARIABLE FREQUENCY DRIVE BACKPRESSURE REGULATOR SOV SOLENOID OPERATED VALVE SCH SCHEDULE (SELF-CONTAINED)

STR STRAINER SP SET POINT TK TANK UG UNDERGROUND V VESSEL LO LOCKED OPEN REDUCING REGULATOR WITH WTR WATER TREATMENT (POLISHER, SOFTENER, O/C OPEN - CLOSE EXTERNAL PRESSURE TAP DEMINERALIZER) QTY QUANTITY XM MISCELLANEOUS MECHANICAL EQUIPMENT TYP TYPICAL INSTRUMENTATION AND CONTROL LEGEND XP MISCELLANEOUS PIPING SPECIALTY UG UNDERGROUND BACKPRESSURE REGULATOR V VOLT WITH EXTERNAL TAP WA WESTERN AREA LOCATION/ACCESSIBILITY LINE CODES SERVICE CODES DISCRETE DISCRETE CPR COPPER PIPE CA COMPRESSED AIR INSTRUMENTS PLC HARDWARE TEMPERATURE CONTROL INTERLOCK CS CARBON STEEL EGW EFFLUENT WATER HDPE HIGH-DENSITY POLYETHYLENE PIPE EXH EXHAUST FIELD MOUNTED GLV GALVANIZED STEEL PIPE EVP EFFLUENT VAPOR 1. FIELD OR LOCALLY MOUNTED. ACTUATORS PRH PRESSURE HOSE GW GROUNDWATER 2. ACCESSIBLE TO AN OPERATOR AT PVC POLYVINYL CHLORIDE PIPE I GW INFLUENT GROUNDWATER DEVICE. o o DIP DUCTILE IRON PIPE INW INFLUENT WATER SS STAINLESS STEEL IVP INFLUENT VAPOR SINGLE DIAPHRAGM OPERATED PRD PRODUCT PRIMARY LOCATION NORMALLY VNT VENT ACCESSIBLE TO AN OPERATOR

1. CENTRAL OR MAIN CONTROL ROOM. T OPERATED WITH MANUALLY OPERATED

2. FRONT OF MAIN PANEL OR CONSOLE o HAND WHEEL TAG NUMBERS EQUIPMENT MOUNTED. yj

3. VISIBLE ON VIDEO DISPLAY.

4. ACCESSIBLE TO AN OPERATOR AT DIAPHRAGM WITH POSITIONER "YY-ZZ" DEVICE OR CONSOLE. T-SINGLE OR DOUBLE DIAPHRAGM YY = DEVICE TYPE (1,2 OR 3 LETTER CODE, ABBREVIATIONS - 0 SUBMERSIBLE PUMP FAIL SPRING OPEN AS DETAILED ABOVE)

FIRST LETTER SUCCEEDING LETTERS ZZ = IDENTIFYING NUMBER MEASURED OR OUTPUT NO DUPLICATES UNLESS ITEMS ARE IN FAIL SPRING CLOSE SAME I & C "LOOP" OR MEASURE THE REGENERATIVE BLOWER INITIATING VARIABLE MODIFIER READOUT ORPASSIVE FUNCTIONFUNCTION MODIFIER PISTON OPERATED (FC) AIR / PISTON SAME POINT. A ANALYSIS ALARM SERVICE B BURNER, FLAME, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE PISTON OPERATED

<l XXX l DWG # C USER'S CHOICE (TYPICALLY CONTROL CLOSED (DOUBLE ACTING) PRELIMINARY - NOT T0/FR0M CONDUCTIVITY - ELECTRICAL)

D USER'S CHOICE (TYPICALLY DIFFERENTIAL DIVERTPISTON OPERATED (FO) AIR / PISTON SERVICE PROCESS LINE AND INSTRUMENT CENTRIFUGAL PUMP DENSITY OR SPECIFIC GRAVITY) FOR CONSTRUCTION l XXX lDWG # >SIGNAL CONTINUATION E VOLTAGE SENSOR (PRIMARY ELEMENT)

T0/FR0M F FLOW RATE RATIO PISTON OPERATED SERVICE (FRACTION) WITH POSITIONER

<' gj _______ l XXX l) G USER'S CHOICE OR GLASS, ^BURNS 3-MOTOR GAUGING (DIMENSIONAL) VIEWING DEVICE ^MSDONNELL TO/FROM H HAND HIGH I CURRENT (ELECTRICAL) INDICATE MOTOR OPERATED CONNECTOR NUMBER J POWER SCAN 9400 WARD PARKWAY K TIME, TIME SCHEDULE TIME RATE CONTROL STATION KANSAS CITY, MO 64114

- CONNECTOR NUMBER OF CHANGE SOLENOID OPERATED 816-333-9400 UTILITY CONNECTOR P&ID # AIR COMPRESSOR OKLAHOMA FIRM LICENSEE NO. 421 L LEVEL LIGHT LOW M USER'S CHOICE (TYPICALLY MOMENTARY MIDDLE, date detailed MOISTURE OR HUMIDITY) INTERMEDIATE SEPTEMBER 2022 A. ANSTAETT LINE IDENTIFICATION N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE SINGLE LINE PIPING O USER'S CHOICE ORIFICE, RESTRICTION OPEN designed checked 4 - CWS - XXXX nD METERING PUMP P PRESSURE, VACUUM POINT (TEST) CONNECTION E. DULLE E. DULLE Q QUANTITY OR HEAT DUTY INTEGRATE, ELBOW TURNING DOWN F-SA BOTTOM CONNECTION TOTALIZE LINE SIZE R RADIATION RECORD O-hA ELBOW TURNING UP KX TOP CONNECTION S SPEED, FREQUENCY SAFETY SWITCH SERVICE CODE -LINE CODE T TEMPERATURE TRANSMIT THROUGH U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECHANICAL VALVE, DAMPER, ANALYSIS LOUVER LINE DESIGNATION INSULATION IDENTIFICATION w WEIGHT, FORCE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE OR PRESENCE YAXIS RELAY, COMPUTE, MAIN PROCESS LINE h <j INSULATED (NOT TRACED) CONVERT z POSITION, DIMENSION Z AXIS DRIVER, Cimmaron Environmental Response Trust ELECTRICAL POWER PIPING ACTUATOR, P&ID NOTES AND LEGEND UNCLASSIFIED h--------^ INSULATED (TRACED) FINAL CONTROL INSTRUMENTATION SIGNAL/POWER ELEMENT INSTRUMENT IDENTIFICATION project contract COMMUNICATIONS (TYPICAL ALL INSTRUMENTS) 142089

EQUIPMENT BOUNDARIES drawing rev.A INSTRUMENT IDENTIFICATION BMCD-GWREMED-P001 COMPRESSED AIR LINE SEQUENCE NUMBER SEE TABLE ABOVE sheet of sheets file P001.DWG

Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\PROCESS\\P001.DWG 9/1/2022 7:58 AM EAPULCHER 10 12

STANDARD ELECTRICAL LEGEND date by ckd l description POWER ONE-LINE DIAGRAMS ELECTRICAL CALLOUT SYMBOLS ELECTRICAL ABBREVIATIONS A 03/31/20 ACH SJD ISSUED FOR l SWITCH TAG DISCONNECT SWITCH, FUSED A -AMPERE, AMP PRELIMINARY DESIGN O' NON-FUSED DISCONNECT. SUBSCRIPT DENOTES ' 30A 30 = FRAME RATING AC -AIR CONDITION 30/3 AMPERE FRAME RATING AND NUMBER OF POLES. ONE ORTWO AF - AMP FRAME MH 4-0" AFF UNLESS OTHERWISE NOTED. 3P 3 = POLES CHARACTER DISCIPLINE LETTER OR (20A) (20) = FUSE AMPERE RATING DESIGNATOR (MAY NOT NUMBER DESIGNATOR AFF -ABOVE FINISHED FLOOR

& FUSED DISCONNECT. SUBSCRIPT DENOTES FUSE RATING BE PRESENT IF AFG - ABOVE FINISHED GRADE 30AF/3 AND NUMBER OF POLES. CALLOUT AND TITLE A.L - ANALOG INPUT DISCONNECT SWITCH, NON-FUSED ANLZ. - ANALYZER IKH COMBINATION MOTOR STARTER. SUBSCRIPT DENOTES SWITCH TAG 30 = FRAME RATING ARE ON DRAWINGS DRAWING SEQUENCE AT -AMP TRIP AMPERE FRAME RATING, POLES AND NEMA STARTER 30A 3 = POLES WITHIN THE SAME NUMBER INDICATES ATS - AUTOMATIC TRANSFER SWITCH 30/3/1 SIZE. MH 4'-0" AFF UNLESS OTHERWISE NOTED. 3P DISCIPLINE) ----------- WHERE TITLE IS LOCATED APPROX - APPROXIMATELY (MAY NOT BE PRESENT IF BFG - BELOW FINISHED GRADE CONTACTOR. SUBSCRIPT DENOTES AMPERE RATING AND I BREAKER TAG MOLDED CASE CIRCUIT BREAKER CALLOUT AND TITLE ARE BOD - BOTTOM OF DUCT 30/3 NUMBER OF POLES. MH 4'-0" AFF UNLESS OTHERWISE OR MOTOR CIRCUIT PROTECTOR ON THE SAME DRAWING) B - BUZZER NOTED ) 15 AT C -CONDUIT MOTOR STARTER. MH 4'-0" AFF UNLESS OTHERWISE I (20)AF 15 = TRIP RATING CKT -CIRCUIT NOTED (20) = FRAME RATING SECTION, DETAIL, AND ELEVATION CL2 -CHLORINE SYMBOL IDENTIFIERS CONT - CONTINUATION 0 JUNCTION BOX MOTOR CNTL - CONTROL

= MOTOR TAG CPP - CONTROL POWER PANEL CONDUIT TURNING UP 1 = HORSEPOWER (HP) - THE WORD "SECTION" CPU - COMPUTER CONDUIT TURNING DOWN MAY BE REPLACED WITH CR - CONTROL RELAY GENERATOR DED - DEDICATED CONDUIT CAPPED © "ELEVATION" OR "DETAIL" DCS - DISTRIBUTED CONTROL SYSTEM SECTION DIST - DISTRIBUTION CONDUIT TEE AUTOMATIC TRANSFER SWITCH DIV - DIVISION CONDUIT COUPLING EC - ELECTRICAL CONTRACTOR

-E-ELEC - ELECTRICAL CONTROL OR POWER PANEL EM - STANDBY, ALTERNATE POWER CIRCUIT SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE EMT - ELECTRICAL METAL TUBING MANHOLE OR HANDHOLE XFMR TAG TRANSFORMER ENCL - ENCLOSURE 0 PULL BOX 150 KVA RATING F -FUSE ELECTRIC HEAT TRACING GD -GRADE Yi GROUNDED WYE CONNECTED G - GROUND

[j] TRANSFORMER (T) GFI - GROUND FAULT INTERRUPTER GL - GROUND LUG ELECTRICAL PANELBOARD A DELTA CONNECTED GND - GROUND INSERT DENOTES PANEL NAME ID - INSIDE DIAMETER CONTROL POWER PANEL: CPP SECTION CALLOUT EXAMPLE I/O -INPUT/OUTPUT POWER OR DISTRIBUTION PANEL: PP, DP TAG MOTOR STARTER AND OVERLOAD KVA -KILOVOLTAMPERE SWITCHGEAR: SG SIZE 0 0 - STARTER SIZE KV - KILOVOLT AUTOMATIC TRANSFER SWITCH: ATS KW - KILOWATT PRE-WIRED CONTROL PANEL: PWCP LFMC - LIQUID TIGHT FLEX METAL CONDUIT PROGRAMMABLE LOGIC CONTROLLER: PLC ELECTRIC HEATER v^AOOiy M - MAGNETIC CONTACTOR MAX - MAXIMUM MCB - MOLDED CASE CIRCUIT BREAKER/MAIN UTILITY METER ELEVATION CALLOUT EXAMPLE MCC - MOTOR CONTROL CENTER MCP - MOTOR CIRCUIT PROTECTOR TRANSIENT VOLTAGE SURGE SUPPRESSION MLO - MAIN LUG ONLY MIN -MINIMUM MPS - MOTOR PROTECTION SWITCH GROUNDING ELECTRICAL CABLE N2 - NITROGEN INSERT DENOTES CABLE NUMBER NEC - NATIONAL ELECTRIC CODE GROUNDING CONDUCTOR BURIED OR CONCEALED POWER: P NF - NON FUSED CONTROL: C OD - OUTSIDE DIAMETER GROUNDING CONDUCTOR EXPOSED OEM - ORIGINAL EQUIPMENT MANUFACTURER VFD TAG VARIABLE FREQUENCY DRIVE DETAIL CALLOUT EXAMPLE P -POLE LIQUID FLEXIBLE METAL CONDUIT VFD 1 HP 1 = HORSEPOWER RATING PC - POWER CONNECTION BOX 1--------(3R) (3R) = NEMA RATING PH - PHASE WELDED GROUND CONNECTION SECTION, DETAIL, AND ELEVATION PLC - PROGRAMMABLE LOGIC CONTROLLER IDENTIFICATION SYSTEM PP - POWER PANEL COMPRESSION/BOLTED GROUND CONNECTION PVC - POLYVINYL CHLORIDE FT FT TAG FLOW TRANSMITTER PWR - POWER GROUND ROD - 03/4" x 10', COPPER CLAD R - ALARM LIGHT PRELIMINARY - NOT RGS - RIGID GALVANIZED STEEL CONDUIT GROUND TEST WELL ELECTRICAL TRANSITION VAULT RX - RECEIVER el E-1 [vt E = ELECTRICAL SP - SPARE FOR CONSTRUCTION PIGTAIL FOR EQUIPMENT/ STRUCTURE CONNECTION VT = VAULT SPD - SURGE PROTECTIVE DEVICE E-1 = TAG SW - SWITCH 18" LIGHTNING AIR TERMINAL TB -TERMINAL BLOCK COMMUNICATION TRANSITION VAULT TEMP - TEMPERATURE *BURNS cl C-1 lvT C = ELECTRICAL TOS - TOP OF STEEL ^MSDONNELL MISCELLANEOUS VT = VAULT TYP - TYPICAL C-1 = TAG TX - TRANSMITTER 9400 WARD PARKWAY LEVEL TRANSMITTER UDS - UTILITY DISTRIBUTION SYSTEM KANSAS CITY, MO 64114

@ UPS - UNINTERRUPTIBLE POWER SUPPLY 816-333-9400 TEMPERATURE TRANSMITTER UV - ULTRA-VIOLET OKLAHOMA FIRM LICENSEE NO. 421

© THERMOSTAT [480] = VOLTAGE VAC - VOLTAGE ALTERNATING CURRENT SEPTEMBER 2022 A. HIMES EF 1PH, 200A3W= PHASE, BUS SIZE (AMP) VDC - VOLTAGE DIRECT CURRENT designed checked WIRE CONFIGURATION W - WIRE, WATT xey PUMP 18kA = SHORT CIRCUIT CURRENT RATING WP - WEATHERPROOF A. HIMES S. DEFRANCESCO MLO = MAIN LUG ONLY XFMR -TRANSFORMER

[480]

LEVEL INDICATOR 1PH, 200A3W C - COMMON OR CONDUCTOR E3 18kA CONC. - CONCRETE ns FLOW METER MLO CR - CONTROL RELAY DC -DIRECT CURRENT m FLOW TRANSMITTER DISC - DISCONNECT DWG - DRAWING PRESSURE TRANSMITTER PANELBOARD FE - FLOW ELEMENT ED pp-1 = pp _ PANELBOARD; 1-TAG FIN. -FINISH PRESSURE SWITCH [480] = VOLTAGE FM - FLOW METER Cimarron Environmental Response Trust 1PH, 200A3W= PHASE, BUS SIZE (AMP) FT -FLOW TRANSMITTER ELECTRICAL LEGEND & ABBREVIATION FLOW SWITCH I/O -INPUT/OUTPUT WIRE CONFIGURATION LSH - LEVEL SWITCH HIGH 18kA = SHORT CIRCUIT CURRENT RATING NC - NORMALLY CLOSED LEVEL SWITCH MCB = MAIN CIRCUIT BREAKER, [AMP NO - NORMALLY OPEN project contract PP-1 RATING] NO. -NUMBER 142089 EQUIPMENT TAG CALL OUT [480] PT - PRESSURE TRANSMITTER drawing e 1PH, 200A 3W PS - PRESSURE SWITCH rev. A 18kA REQ'D -REQUIRED BMCD-GWREMED-E001 KEYED NOTE MCB [100A] TP -TWISTED PAIR (CABLE)

<D TSP - TWISTED SHIELDED PAIR (CABLE) sheet of sheets DC -DIRECT CURRENT file EOOl.dwg

Z:\\CLIENTS\\ENS\\CERTYI29852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E001.DWG 8/17/2022 9:25 AM EAPULCHER 12 13

by ckd description GENERAL NOTES: A 03/31/20ACH SJD ISSUED FOR

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

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

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

4. 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.

5. LABEL ALL ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO SAFETY SWITCHES, MOTOR STARTERS, COMBINATION STARTERS, AND CONTACTORS INSTALLED, WITH DESIGNATIONS AS SHOWN.

6. ABOVE GRADE CONDUIT SHALL BE 1" TRADE SIZE MINIMUM AND SHALL BE RGS TYPE AND BELOW GRADE CONDUIT SHALL BE 1" TRADE SIZE MINIMUM AND SHALL BE PVC (SCH 80), UNLESS OTHERWISE NOTED.

7. ALL 600 VOLT POWER WIRING SHALL BE TYPE XHHW-2 SINGLE CONDUCTOR IN CONDUIT ONLY. 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 UNLESS OTHERWISE STATED.

8. MINIMUM CONDUCTOR SIZE FOR 480 VOLT POWER CIRCUITS SHALL BE #10 AWG. MINIMUM CONDUCTORS SIZE FOR POWER AND LIGHTING CIRCUITS LESS THAN 480 VOLT SHALL BE #12 AWG.

9. 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.

10. ALL CIRCUIT BREAKERS SHALL BE 15 AMP MIN, UNLESS OTHERWISE NOTED.

11. ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR MAKING FINAL ELECTRICAL CONNECTIONS TO ALL EQUIPMENT INSTALLED AND/OR RELOCATED, UNLESS OTHERWISE STATED ON THE DRAWING. SPECIFICALLY STATEMENT OF WORK FOR WESTERN AREA TREATMENT FACILITY STOPS AT DEMARCATION VAULT FOR SOURCE POWER, REFERENCE DRAWINGS E101 AND E102.

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

PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS xVM£DONNELL

9400 WARD PARKWAY KANSAS CITY, MO 64114 OKLAHOMA FIRM LICENSEE NO. 421816-333-9400

date detailed SEPTEMBER 2022 A. HIMES designed checked A. HIMES S. DEFRANCESCO

Cimarron Environmental Response Trust ELECTRICAL GENERAL NOTES

project contract 142089 drawing rev.A BMCD-GWREMED-E002

sheet of sheets file E002.dwg Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E002.DWG 8/17/2022 9:26 AM EAPULCHER description A 08/16/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN

A

B

UPDATED TOPOGRAPHIC' SURVEY LIMITS ^935.

C

FORMER BURIAL JAREA 1 (BA1)

^DISPOSAL D TRENCHES

GE-WAA-01 lEXTSTINGi NORTH L POND

SITE ;

'ACCESS' kOAD 1

[EXTSTINGj

....POND...

'OG&E EASEMENT PRELIMINARY - NOT F

UPDATED TOPOGRAPHIC FOR CONSTRUCTION SURVEY LIMITS, TYP. "UPDATED TOPOGRAPHIC ISURVEY LIMITS, TYP.

^BURNS (FORMER URANIUM VV.MSDONNELL

POND 2 (UP2) 9400 WARD PARKWAY KANSAS CITY, MO 64114 G

[FORMER URA 816-333-9400 POND 1 (UP1) OKLAHOMA FIRM LICENSEE NO. 421

'FORMER BURIAL date detailed jAREA #2 SEPTEMBER 2022 M. CARLIN

designed checked

"'FORMER BURL B. WEIS J. HESEMANN

/AREA #3 bld g.

[WATER I H

'VALVES; PROJECT CONTROL POINTS'

[APPROX. LOCATION/? POINTS MONITORING NORTHING EASTING ELEVATION

\\FRENCH DRAIN \\ ? j WELL (AMSL)

[pipe 1 u/ 321342 2091691 m mi/i/ nm 1.

/P \\ /(ON SITE DISPOSAL/ 2091814

BLDG. 2091977 Cimarron Environmental Response Trust

.EX. BLDG. "LOCATION PROVIDED IS TO A BOLT LOCATED IN WELL PADS. EXISTING CONDITIONS

ACCESS'

'ROAD ] project contract

142089

.OG&E drawing rev.A

APPROX, loc ati on ! EASEMENT BMCD-GWREMED-C001 OF WATER VALVE og &b sheet of sheets vau lt ! easeme nt ;

file C001 EXST COND.DWG

Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C001 EXST COND.DWG 8/17/2022 9:25:03 AM EAPULCHER

11 12

no. l date l by l ckd l description

A 08/19/22 MRC ISSUED FOR PRELIMINARY DESIGN

NOTES:

1. 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.

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

3. PROVIDE PULL BOXES EVERY 500 (MAX.)

FOR ELECTRICAL AND INSTRUMENTATION CABLES.

4. INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE DETAIL, SHEET C107.

E =

I =

SCALE IN FEET

Q&

WESTERN AREA PRELIMINARY - NOT TREATMENT /

DISCHARGE / FOR CONSTRUCTION PIPE (6" HDPE)

/ BURNS

/ o

/ xVM£DONNELL

/ KANSAS CITY, MO 64114 9400 WARD PARKWAY

/ 816-333-9400

/ OKLAHOMA FIRM LICENSEE NO. 421 v* date detailed

/ SEPTEMBER 2022 M. CARLIN

designed checked O B. WEIS J. HESEMANN MATCHLINE C003 r MATCHLINE C005

Qo<<

Cimarron Environmental Response Trust WESTERN ALLUVIAL AREA SITE PLAN

/

// / MATCH LINE C003 project contract

MATCHLINE C004 142089 -

O 0 drawing rev.

BMCD-GWREMED-C003 A

sheet of sheets file C003 PART SITE - N.DWG

Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C003 PART SITE - N.DWG 8/17/2022 9:25:13 AM EAPULCHER no. l date l by l ckd l description

A l08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN

NOTES:

1. PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PANS, 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.

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

3. REFER TO SHEETS C101-C103 FOR EXTRACTION AND INJECTION TRENCH DETAILS.

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

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

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

6. INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE DETAIL, SHEET C107.

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

8. SUBCONTRACTOR SHALL INSTALL STRAW WATTLES DOWN GRADIENT OF ALL DISTURBED AREAS, INCLUDING TRENCHED AREAS.

9. NUMBER AND SIZE OF GROUNDWATER EXTRACTION CONVEYANCE LINES RUNNING FROM THE WAA TO THE WATF IS SUBJECT TO CHANGE DURING 90% DESIGN.

SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VvMSDONNELL

KANSAS CITY, MO 64114 9400 WARD PARKWAY

816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN

designed checked B. WEIS J. HESEMANN

Cimarron Environmental Response Trust WESTERN AREA SITE PLAN

project contract 142089 -

drawing rev.A BMCD-GWREMED-C004 6363

sheet of sheets file C004 PART SITE PLAN - SOUTH.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C004 PART SITE PLAN - SOUTH.DWG 9/1/2022 8:03:49 AM EAPULCHER

no.l date l by l ckd l description

A l08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN

1. PAVEMENT TO BE SPECIFIED BY OTHERS.

GRADES SHOWN WITHIN PAVEMENT AREA REPRESENT PAVEMENT SUBGRADE SURFACE (9.8" LOWER THAN FINISHED, PAVED SURFACE). REFER TO VNSFS DESIGN DRAWINGS FOR PAVEMENT DETAILS.

2. FOUNDATION LOCATIONS AND DIMENSIONS ARE APPROXIMATE, REFER TO VNSFS DESIGN DRAWINGS FOR FOUNDATION DETAILS.

3. CONTRACTOR SHALL APPROVE SUBGRADE PRIOR TO PAVEMENT CONSTRUCTION.

COORDINATE NOTES TYPICAL COORDINATE LOCATION 13 X INDICATOR-SEE SHEET C110 FOR TABLE OF COORDINATES.

PRELIMINARY - NOT FOR CONSTRUCTION

vVM£DONNELL^BURNS

KANSAS CITY, MO 64114 9400 WARD PARKWAY

816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed checked B. WEIS J. HESEMANN

Cimarron Environmental Response Trust WESTERN AREA TREATMENT FACILITY GRADING PLAN AND LAYOUT project contract 142089 -

drawing rev.

BMCD-GWREMED-C006 A

sheet of sheets file C006 WATF FAC GRADE PLAN.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C006 WATF FAC GRADE PLAN.DWG 8/17/2022 4:24:10 PM EAPULCHER 13

no. l date l by l ckd J description A l08/19/22 MRC JRH ISSUED FOR TRENCH TO BA1 PRELIMINARY DESIGN TRENCH TO WAA

EFFLUENT CONVEYANCE PIPING TO BA1

GROUNDWATER WA EXTRACTION LINE CONVEYANCE PIPING FROM BA1

NOTES:

1. PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN WATF POWER SUPPLY FROM PARTIAL SITE PANS, REFER TO TRENCH OVERHEAD POWER AND WA INSTALL 42" RCP STORM SECTION DETAILS FOR TYPICAL PIPE AND WELLFIELD POWER SUPPLY SEWER PIPE WITH FLARED CONDUIT SPACING. FIELD ADJUSTMENTS FROM WATF END SECTIONS, 156 LF AT OF PIPE ALIGNMENTS TO AVOID 6.1% SLOPE, INSTALL CONFLICTS SHALL BE APPROVED BY THE D50=12" RIPRAP UPSTREAM ENGINEER.

AND DOWNSTREAM AS 2. SUBCONTRACTOR SHALL CLEAR 15 FEET SHOWN, UNDERLAIN WITH EACH SIDE ALONG FUTURE OVERHEAD WA TREATMENT DISCHARGE PIPE 8" 10 OZ./SY GEOTEXTILE POWER LINE ALIGNMENT.

HDPESDR 17 3. FUTURE OVERHEAD POWER LINE EASEMENT HAS BEEN PRELIMINARILY APPROVED BY UTILITY (30' TOTAL WIDTH ALONG THE ALIGNMENT SHOWN).

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

5. REFER TO SHEETS C101-C103 FOR

I = EXTRACTION AND INJECTION TRENCH I 1 DETAILS.

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

FOR ELECTRICAL AND INSTRUMENTATION BURIED DOWNSPOUT CONDUITS.

DISCHARGE LINES 7. REFER TO C006 AND C008 FOR FUTURE INSTALL 3" HDPE SDR 11 (SEE NOTE 8) GRADING OF FACILITY AREAS.

WATER SERVICE PIPE 8. MATCH GUTTER DIAMETER AND DIMENSIONS. MAINTAIN MINIMUM SLOPE^

OF 0.1% TO MAINTAIN POSITIVE DRAINAGE.

PRELIMINARY - NOT

ROAD IMPROVEMENTS, 20' WIDTH, FOR CONSTRUCTION TYP. (SEE TYP. SECTION A, SHEET C107)

^BURNS VVM£DONNELL

WA GROUNDWATER KANSAS CITY, MO 64114 9400 WARD PARKWAY INJECTION SKID (SEE 816-333-9400 SHEET C008)

OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed checked B. WEIS J. HESEMANN

TRENCH TO UTILITIES ALONG Cimarron Environmental Response Trust HIGHWAY 74 WESTERN AREA TREATMENT FACILITY SITE PLAN

project contract 142089 -

drawing rev. A BMCD-GWREMED-C007

SCALE IN FEET sheet of sheets file C007 W AREA TREAT FAC SITE.DWG

Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C007 W AREA TREAT FAC SITE.DWG 9/1/2022 8:03:23 AM EAPULCHER

no. l date l by l ckd l description

A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN

GROUNDWATER CONVEYANCE PIPING TO WATF -

NOTES:

1. PIPE AND CONDUIT LINE SPACING HAS 6" HDPESDR11 BA1 BEEN EXAGGERATED FOR CLARITY IN EXTRACTION LINE PARTIAL SITE PANS, REFER TO TRENCH SECTION DETAILS FOR TYPICAL PIPE AND CONDUIT SPACING. FIELD ADJUSTMENTS OF PIPE ALIGNMENTS TO AVOID CONFLICTS SHALL BE APPROVED BY THE R=52.33' ENGINEER.

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

3. FUTURE OVERHEAD POWER LINE EASEMENT HAS BEEN PRELIMINARILY STUB UP PIPE 90° WITH FLANGE APPROVED BY UTILITY (30' TOTAL WIDTH CONNECTION FITTING 12" ABOVE ^INJECTION SUPPLY ALONG THE ALIGNMENT SHOWN).

GRADE, (REFER TO VEOLIA fePIPE FR0M 4. REFER TO MECHANICAL AND ELECTRICAL DESIGN DRAWINGS) FOR BA1 POWER SUPPLY DUCT SHEETS FOR DETAILS REGARDING CONNECTION TO TANKS FROM BANK TO WELL FIELD APPLICABLE SITE PLAN COMPONENTS.

STUB-UP, TYP. (REFER TO ELECTRICAL 5. REFER TO SHEETS C101 -C103 FOR DRAWINGS FOR DETAILS) EXTRACTION AND INJECTION TRENCH DETAILS.

INSTRUMENTATION 6. PROVIDE PULL BOXES EVERY 500' (MAX.)

TO WELL FIELD FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

7. PAVEMENT TO BE SPECIFIED BY VEOLIA GRADES SHOWN REPRESENT PAVEMENT POWER POLE WITH POLE-MOUNTED SUBGRADE SURFACE (9.8" LOWER THAN TRANSFORMERS, METER, AND RACK FINISHED, PAVED SURFACE).

WITH 2 DISCONNECTS, REFER TO ELECTRICAL DRAWING E103 FOR DETAILS

HIGH VOLTAGE OVERHEAD POWER (BY UTILITY, SEE NOTE 4)

R=48.31' PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS R=68.01 VVMSDONNELL

KANSAS CITY, MO 64114 9400 WARD PARKWAY 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 FIBER OPTIC COMMUNICATION CABLE date detailed TO TERMINATE IN FIBER PATCH PANEL SEPTEMBER 2022 M. CARLIN LOCATED INSIDE INJECTION designed checked ENCLOSURE B. WEIS J. HESEMANN

EXISTING ROAD

BURIAL AREA 1 REMEDIATION FACILITY BURIAL AREA 1 REMEDIATION FACILITY GRADING PLAN SITE PLAN

Cimarron Environmental Response Trust BURIAL AREA 1 REMEDIATION FACILITY SITE PLAN

project contract 142089 -

SCALE IN FEET SCALE IN FEETdrawing rev.

BMCD-GWREMED-C009 A

sheet of sheets file C009 BURIAL AREA 1 REM FAC.DWG

Z:\\CLIENTS\\ENS\\CERTM29852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C009 BURIAL AREA 1 REM FAC.DWG 9/1/2022 7:45:22 AM EAPULCHER 12

no. l date l by l ckd l description

A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN

NOTES:

1. 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.

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

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

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

PRELIMINARY - NOT FOR CONSTRUCTION

^MSDONNELLBURNS

KANSAS CITY, MO 64114 9400 WARD PARKWAY 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed checked B. WEIS J. HESEMANN

BURIAL AREA 1 REMEDIATION INJECTION SKID

Cimarron Environmental Response Trust BURIAL AREA 1 REMEDIATION INJECTION SKID

project contract 142089 -

drawing rev. A

SCALE IN FEET BMCD-GWREMED-C010

sheet of sheets file C010 BURIAL AREA 1 REM FACJNJ SKID.DWG Z:\\CLIENTS\\ENS\\CERTYI29852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C010 BURIAL AREA 1 REM FACJNJ SKID.DWG 8/17/2022 4:25:12 PM EAPULCHER 11 12 13

no. l date l by l ckd l description

(£ AS SHOWN IN A 08/19/22 MRC JRH ISSUED FOR PLAN VIEW BELOW 90° PRELIMINARY DESIGN l 2'-0" (TYP.)

1" TO 3" DIA. CLEAN 6" DIA. D50=18" RIPRAP GRANULAR RIVER PERFORATED 5/8" GRAVEL DRAINAGE PERFORATIONS MATERIAL 4" WELL GRADED NOTES: 0 12"O O o ; o o F GRAVEL BEDDING D50=18" RIPRAP 3-0" US 300 NW

1. GENTLY PLACE RIPRAP OVER CO GEOTEXTILE FABRIC PIPE SECTION, DO NOT DROP \\ - (US FABRICS)

RIPRAP ON DRAINAGE MATERIAL. INSTALL WYE

2. 1" TO 3" CLEAN GRAVEL SHALL APPROX. TOP OF HAVE LESS THAN 1% PASSING CLEANOUT WITH 45 DEGREE BEDROCK SURFACE NO. 4 SIEVE. SUBMIT GRADATION BEND AND THREADED CAP AT TO ENGINEER PRIOR TO - 6" DIA. SURFACE EXCAVATED SURFACE PROCUREMENT. E 6" PERFORATED HDPE PERFORATED HDPE PIPE SDR 21 4" OF 1 "-3" CLEAN SDR21 W/ 8 TOTAL 6" X 6" TEE WRAP GRAVEL AND PIPE WITH GRAVEL OVER ROWS, 4 AT 90° 1" TO 3" CLEAN RIVER US FABRICS US 120 NW GEOTEXTILE STAGGERED, 5/8" ROCK GEOTEXTILE FABRIC DIA., 12" C-C STAGGERED 6"

TYPICAL 1206 DRAINAGE AREA TYPICAL 1206 DRAINAGE AREA CHANNEL PIPE SECTION f 1 PIPE PERFORATION DETAIL 1206 INJECTION PIPE SECTION NOT TO SCALE NOT TO SCALE 0 NOT TO SCALE 0

PRELIMINARY - NOT

NOTES: FOR CONSTRUCTION

1. EXCAVATE AREAS SHOWN WITHIN BOUNDARY 100' 100' 200-TO REMOVE ALL SEDIMENT TO BEDROCK.

BOUNDARY SHOWN IS APPROXIMATE. SCALE IN FEET SCALE IN FEET ^BURNS

2. FROM BOUNDARY TAPER EXCAVATIONS TO PLAN VIEW ^wMSDONNELL EXISTING GRADES AT MAX 3H:1V SLOPE.

3. APPROX. EXCAVATION DEPTHS BASED ON LIMITED FIELD INVESTIGATION. 9400 WARD PARKWAY

4. SEE GENERAL NOTE 22 ON SHEET G001 KANSAS CITY, MO 64114 816-333-9400 REGARDING MIXING AND SPREADING OF OKLAHOMA FIRM LICENSEE NO. 421 EXCAVATED 1206 AREA SOILS.

date detailed SEPTEMBER 2022 M. CARLIN 985 985 designed checked B. WEIS J. HESEMANN

Cimarron Environmental Response Trust 1206 DRAINAGE AREA REMEDIATION PLAN STATION STATION project contract EAST EXCAVATION PROFILE WEST EXCAVATION PROFILE 142089 -

(APPROX.) (APPROX.) 0 drawing rev. A 0 BMCD-GWREMED-C011

sheet of sheets file C011 1206 DRAINAGE REM PLAN.DWG Z:\\CLIENTS\\ENS\\CER7\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C011 1206 DRAINAGE REM PLAN.DWG 8/16/2022 3:35:51 PM EAPULCHER 11 12 13

no. l date l by l ckd l description

A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN

j =I "=

SCALE IN FEET

PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VVMSDONNELL

9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed checked B. WEIS J. HESEMANN

Cimarron Environmental Response Trust UPLAND ACCESS ROADS

project contract 142089 -

drawing rev. A BMCD-GWREMED-C012

sheet of sheets file C012 UPLAND ACCESS ROADS.DWG Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C012 UPLAND ACCESS ROADS.DWG 8/22/2022 3:28:32 PM EAPULCHER

ML22285A208

Text

SUMMARY

6.2. GWI-UP2-01

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