ML22285A208

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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
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ML22286A041 List:
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Download: ML22285A208 (18)
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Cimarron Environmental Response Trust Groundwater Remediation Logan County, Oklahoma SEPTEMBER 2022 142089 ONE OR TWO CHARACTER >

-LETTER OR Preliminary Design Drawings 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 BMCD-GWREMED-C200 WESTERN AREA TREATMENT FACILITY AND BURIAL AREA SECTION. DETAIL, AND ELEVATION SYMBOL IDENTIFIERS CIVIL DRAWINGS 1 SECTIONS, AND WATF UTILITY TRENCH PROFILE (I-6)

DWG. NO.

BMCD-GWREMED-E001 TITLE ELECTRICAL LEGEND AND ABBREVIATION (1-1)

DWG. NO. TITLE BMCD-GWREMED-E002 ELECTRICAL GENERAL NOTES (1-1)

BMCD-GWREMED-C001 EXISTING CONDITIONS (I-2)

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

A A BMCD-GWREMED-C002 OVERALL SITE PLAN AND SHEET LAYOUT KEY (I-2)

DWG. NO. TITLE FP001 FP001 BMCD-GWREMED-E102 ELECTRICAL SINGLE LINE BA1 (I-5)

BMCD-GWREMED-C003 PARTIAL SITE PLAN - NORTH (I-2) BMCD-GWREMED-M101 EXTRACTION WELL/SUMP AND VAULT DETAILS (I-3) PROJECT LOCATION BMCD-GWREMED-E103 CABLE AND CONDUIT SCHEDULE - SHEET 1 (I-5)

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) ADDRESS:

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

BMCD-GWREMED-E105 CABLE AND CONDUIT SCHEDULE - SHEET 3 (I-5)

BMCD-GWREMED-C006 WESTERN AREA TREATMENT FACILITY GRADING PLAN AND LAYOUT (I-2) BMC D-GWR EM E D-M 104 BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT LEGAL DESCRIPTION:

BMCD-GWREMED-E106 PANELBOARD SCHEDULE (I-5) NE, NW, & SW 1/4 Sec. 12, T16N R4W (I-4)

BMCD-GWREMED-C007 WESTERN AREA TREATMENT FACILITY SITE PLAN I.M., NE 1/4 Sec. 11, T16N R4WI.M.,

BMCD-GWREMED-E201 ELECTRICAL DETAIL SHEET 1 - CONNECTION (I-2) BMC D-GWR EM ED-M201 CONSTRUCTION DETAILS INDEX - EXTRACTION Sec. 1 & 2 South of River, T16N R4W I.M.

DETAILS (I-5)

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

DETAILS (I-5)

BMCD-GWREMED-C009 BURIAL AREA 1 TREATMENT FACILITY SITE PLAN BMCD-GWREMED-M203 PUMP SELECTION INDEX - EXTRACTION WELLS/SUMPS DETAIL CALLOUT EXAMPLE 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)

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

A001 BMCD-GWREMED-C012 UPLAND ACCESS ROADS (I-2)

PROCESS DRAWINGS BMC D-G WR EM ED-E205 ELECTRICAL COMMUNICATION SYSTEM 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 A BMCD-GWREMED-C104 PIPE & CONDUIT TRENCH SECTIONS - SHEET 1 (I-6) BM C D-G WR EM E D- P102 BURIAL AREA 1 GROUNDWATER EXTRACTION SYSTEM 001 P&ID (I-3)

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

BMC D-GWR EM E D- P103 WESTERN AREA GROUNDWATER INJECTION SYSTEM SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE 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-P105 BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM P&ID (I-4)

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

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

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 TIGHT AND AS FLAT AS PRACTICAL.

7. SUBCONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND 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).

4. SOIL, ROCKS, OR PINS APPROVED BY ENGINEER CAN BE USED TO HOLD FABRIC EDGES AND OVERLAPS DOWN UNTIL THE AGGREGATE IS PLACED
9. SUBCONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF THE PROJECT LIMITS UNLESS APPROVED IN ADVANCE BY THE CONTRACTOR.

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 SITE-SPECIFIC HEALTH & SAFETY PLAN (BURNS AND MCDONNELL). 6. TO THE EXTENT POSSIBLE IN THE FLOODPLAIN (WAA), MAINTAIN EXISTING DRAINAGE PATTERNS WITH ROAD CONSTRUCTION AND GRADING WHILE 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.

1. SUBCONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTOR AND
14. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY SHOP DRAWINGS PROVIDED BY SUPPLIERS. ALL SHOP DRAWINGS PROVIDED OWNER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE BY OTHERS SHALL BE SUBMITTED TO THE CONTRACTOR FOR REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF Microfilming WORK IS IN PROGRESS. WHEN THE SUBCONTRACTOR'S PRIMARY CONSTRUCTION SUPERINTENDENT IS NOT AVAILABLE ON THE CONSTRUCTION NON-RETURNABLE STOCK. DIMENSIONAL REVIEW IS THE SUBCONTRACTOR'S RESPONSIBILITY.

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.

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

THE EXISTING CONDITIONS BEFORE SUBMITTING HIS/HER BID.

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 OWNERS.

PRELIMINARY - NOT SUBCONTRACTOR'S PERSONNEL, 2) FURNISH, INSTALL, AND MAINTAIN TEMPORARY UTILITIES FOR ADEQUATE CONSTRUCTION, SAFETY, AND 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.
19. THE SUBCONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AREA FOR MATERIALS AND EQUIPMENT. SUBCONTRACTOR'S INDICATING CONFORMANCE TO CONSTRUCTION RECORD CONDITIONS TO THE CONTRACTOR UPON COMPLETION OF THE WORK.

^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 SUBCONTRACTOR'S EXPENSE. 9400 WARD PARKWAY

20. REQUESTS FOR INFORMATION (RFIs) SHALL INCLUDE A DETAILED, LEGIBLE DESCRIPTION OF THE ITEM NEEDING INTERPRETATION. KANSAS CITY, MO 64114 CONTRACTOR WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED, AND ISSUE A RESPONSE TO SUBCONTRACTOR. 3. SUBCONTRACTOR SHALL MAKE AVAILABLE ALL SURVEYS IN AUTOCAD 2018 (OR NEWER) FORMAT AND SHALL PROVIDE SURVEY POINTS IN .CSV 816-333-9400 FILE FORMAT. OKLAHOMA FIRM LICENSEE NO. 421
21. SUBMITTALS SHALL BE APPROVED BY CONTRACTOR PRIOR TO THE INSTALLATION OF PRODUCTS ON-SITE. SUBCONTRACTOR'S INSTALLATION date detailed 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 SEPTEMBER 2022 M. CARLIN
22. SUBCONTRACTOR SHALL MIX CLEAN INJECTION TRENCH SPOILS WITH 1206 SPOILS UNTIL HOMOGENEOUS AND PLACE IN 12" LIFTS. BASED ON FIELD OBSERVATION.

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. B. WEIS J. HESEMANN 2014. TOPOGRAPHY UPDATED WITH GROUND SURVEY PERFORMED NOVEMBER 11,2016 WITHIN BOUNDARIES INDICATED ON C001.

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

UTILITY TRENCH ALIGNMENT A 09/01/22 BCW RTB ISSUED FOR

1. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL APPROX. APPROXIMATE SWPPP STORMWATER POLLUTION (APPLIES TO C002 ONLY) PRELIMINARY DESIGN MEASURES REQUIRED AND AS A RESULT OF SUBCONTRACTOR'S ACTIVITIES. EROSION CONTROL MEASURES SHALL BE PREVENTION PLAN INSTALLED PRIOR TO COMMENCING CONSTRUCTION AT THE SITE. BURIED COMMUNICATION BA1 BURIAL AREA 1 CONDUIT/ CABLE TYP. TYPICAL
2. CONTRACTOR WILL PROVIDE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO SUBCONTRACTOR .

SUBCONTRACTOR SHALL REVIEW SWPPP PRIOR TO PREPARING AND SUBMITTING A BID. BLDG. BUILDING BURIED INSTRUMENTATION 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 BURIED FIBEROPTIC

-FO---------------FO- 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. L BURIED ELECTRICAL 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- CP. CONTROL POINT WA WESTERN AREA EXTRACTION TRENCH MEASURES HAVE BEEN ESTABLISHED.

BURIED GROUNDWATER

5. SUBCONTRACTOR SHALL MINIMIZE CLEARING TO THE EXTENT PRACTICAL. - GW------------ GW - CPP CONTROL PANEL POWER WATF WESTERN AREA TREATMENT EXTRACTION PIPE FACILITY
6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE DEPLOYED DURING EXCAVATION ACTIVITIES CONDUCTED WITHIN BURIED INJECTION DIA. DIAMETER

- IS ------------- IS -

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 WESTERN ALLUVIAL AREA SANDSTONE A FOR URANIUM POND 2) SHALL BE SEGREGATED FROM CLEAN SOIL AND STAGED WITH BMPs TO PREVENT WATER SUPPLY E. EAST SEDIMENT MIGRATION. ADDITIONAL BMPs SHALL BE DEPLOYED TO PREVENT STORM WATER RUN-OFF AND POTENTIALLY ---------- W-----------

LNE Y YARD IMPACTED SOILS FROM ENTERING AND ACCUMULATING IN THE TRENCHES. SOIL MATERIAL ENTERING AND ACCUMULATING EL. ELEVATION IN THE TRENCH SHALL BE REMOVED AND HANDLED AS POTENTIALLY IMPACTED MATERIAL. POTENTIALLY IMPACTED SOIL PROPERTY LNE REMOVED SHALL BE PLACED BACK IN THE TRENCH AND BELOW THE MINIMUM IMPACTED MATERIAL DEPTH AS FOLLOWS:

EQ EQUAL EASEMENT 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 EXISTING SURFACE

7. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL BEST ELEVATION CONTOUR MANAGEMENT PRACTICES AND STANDARDS. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE FT. FEET INSTALLED AS SHOWN ON THE APPROVED PLAN AND THE SWPPP. PROPOSED SURFACE ELEVATION CONTOUR GE GROUNDWATER EXTRACTION
8. SITE DRAINAGE PATTERNS, INCLUDING THE PROJECT SITE AND ADJACENT PROPERTIES SHALL BE MAINTAINED 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.

Microfilming 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 LAT LATERAL A. WASTE AND CONSTRUCTION AND DEMOLITION DEBRIS. EDGE OF PROPOSED 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 MIN. MINIMUM

2. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTATION, DISPOSAL, AND OBTAINING HAULING AND DISPOSAL 3.

PERMITS.

SUBCONTRACTOR SHALL DISPOSE OF WASTE MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL ACCESS ROAD C WITH MISC. MISCELLANEOUS PRELIMINARY - NOT STATION MARKS REGULATIONS.

STRAW WATTLE N. NORTH FOR CONSTRUCTION

4. TREES AND BRUSH GENERATED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED IN OWNER-APPROVED AREAS AND REMOVED FROM THE SITE.

EROSION CONTROL BLANKET O.C. OFF CENTER

  • BURNS
5. THE SUBCONTRACTOR SHALL REMOVE FROM THE SITE THOSE MATERIALS NOT INDICATED TO BE SALVAGED. ALL REMOVED ^MCDONNELL 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 9400 WARD PARKWAY OWNER AND CONTRACTOR.
  • INJECTION WELL ODOT OKLAHOMA DEPARTMENT OF TRANSPORTATION KANSAS CITY, MO 64114 816-333-9400 EXTRACTION WELL OKLAHOMA FIRM LICENSEE NO. 421 OG&E OKLAHOMA GAS & ELECTRIC date detailed EXISTING MONITOR WELL 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.

ST. STREET BMCD-GWREMED-G002 A STA sheet of sheets STATION 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

1. LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN 10/04/21 AA ED ISSUED FOR BL HIGH PRESSURE BLOWER AG ABOVEGROUND o BALL VALVE / SAMPLE PORT C3 CONCENTRIC REDUCER 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 ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, CONTRACT FAN FAN OR LOW PRESSURE BLOWER FO FAIL OPEN X GATE VALVE I l Li REMOVABLE CAP DOCUMENTS, INTERNATIONAL MECHANICAL AND PLUMBING CODES, AND FOP FIBER OPTIC APPLICABLE CODES AND REGULATIONS.

FOT/B FLAT ON TOP/BOTTOM 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 o BAG FILTER RELIEF VALVE MXR MIXER INSTR INSTRUMENT NOZ NOZZLE LSH LEVEL SWITCH HIGH P PUMP LSL LEVEL SWITCH LOW i *i BUTTERFLY VALVE AGITATOR/MIXER PI PRESSURE INDICATOR MCC MOTOR CONTROL CENTER SELF ACTUATED VALVES PT QCU PRESSURE TRANSMITTER QUICK CONNECT UNIT NC NO NORMALLY CLOSED NORMALLY OPEN H MAGNETIC FLOWMETER MATERIAL TRANSITION AND TRANSITION TO BELOW REC RECEIVER OD OUTER DIAMETER GROUND RO ORIFICE PLATE OR RESTRICTION DEVICE PB PUSH BUTTON $ VACUUM RELIEF VALVE

-JL REDUCING REGULATOR X

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 SOV SOLENOID OPERATED VALVE SCH SCHEDULE BACKPRESSURE REGULATOR SP SET POINT (SELF-CONTAINED)

STR STRAINER JL TK TANK UG UNDERGROUND V VESSEL LO LOCKED OPEN REDUCING REGULATOR WITH WTR WATER TREATMENT (POLISHER, SOFTENER, O/C OPEN - CLOSE EXTERNAL PRESSURE TAP X

DEMINERALIZER) QTY QUANTITY XM MISCELLANEOUS MECHANICAL EQUIPMENT TYP TYPICAL XP MISCELLANEOUS PIPING SPECIALTY UG UNDERGROUND INSTRUMENTATION AND CONTROL LEGEND BACKPRESSURE REGULATOR V VOLT WITH EXTERNAL TAP WA WESTERN AREA LOCATION/ACCESSIBILITY LINE CODES SERVICE CODES DISCRETE DISCRETE TEMPERATURE CONTROL PLC HARDWARE CPR COPPER PIPE CA COMPRESSED AIR INSTRUMENTS INTERLOCK CS CARBON STEEL EGW EFFLUENT WATER o o HDPE HIGH-DENSITY POLYETHYLENE PIPE EXH EXHAUST FIELD MOUNTED GLV GALVANIZED STEEL PIPE EVP EFFLUENT VAPOR ACTUATORS

1. FIELD OR LOCALLY MOUNTED.

PRH PRESSURE HOSE GW GROUNDWATER 2. ACCESSIBLE TO AN OPERATOR AT PVC POLYVINYL CHLORIDE PIPE I GW INFLUENT GROUNDWATER DEVICE.

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.
2. FRONT OF MAIN PANEL OR CONSOLE o T OPERATED WITH MANUALLY OPERATED HAND WHEEL EQUIPMENT yj Scale For Microfilming TAG NUMBERS MOUNTED.
3. VISIBLE ON VIDEO DISPLAY.

"YY-ZZ"

4. ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE. T- DIAPHRAGM WITH POSITIONER SINGLE OR DOUBLE DIAPHRAGM 0

YY = DEVICE TYPE (1,2 OR 3 LETTER CODE, ABBREVIATIONS - SUBMERSIBLE PUMP FAIL SPRING OPEN AS DETAILED ABOVE)

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

<l XXX l DWG # C USER'S CHOICE (TYPICALLY CONTROL CLOSED PISTON OPERATED PRELIMINARY - NOT

)

CONDUCTIVITY - ELECTRICAL) (DOUBLE ACTING)

T0/FR0M FOR CONSTRUCTION D USER'S CHOICE (TYPICALLY DIFFERENTIAL DIVERT PISTON OPERATED (FO) AIR / PISTON SERVICE DENSITY OR SPECIFIC GRAVITY)

PROCESS LINE AND INSTRUMENT CENTRIFUGAL PUMP l XXX lDWG # > E VOLTAGE SENSOR (PRIMARY ELEMENT)

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

<'gj _ _ _ _ _ _ _ l XXX l G USER'S CHOICE OR GLASS, ^BURNS TO/FROM 3- MOTOR H GAUGING (DIMENSIONAL)

HAND VIEWING DEVICE HIGH

^MSDONNELL CURRENT (ELECTRICAL) INDICATE MOTOR OPERATED I

CONNECTOR NUMBER 9400 WARD PARKWAY J POWER SCAN CONTROL STATION KANSAS CITY, MO 64114 K TIME, TIME SCHEDULE TIME RATE

- CONNECTOR NUMBER OF CHANGE SOLENOID OPERATED 816-333-9400 UTILITY CONNECTOR P&ID # OKLAHOMA FIRM LICENSEE NO. 421 AIR COMPRESSOR 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 designed checked O USER'S CHOICE ORIFICE, RESTRICTION OPEN 4 - CWS - XXXX nD METERING PUMP P

Q PRESSURE, VACUUM QUANTITY OR HEAT DUTY INTEGRATE, POINT (TEST) CONNECTION ELBOW TURNING DOWN F-SA BOTTOM CONNECTION E. DULLE E. DULLE TOTALIZE LINE SIZE R RADIATION RECORD O-h A 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 INSULATION IDENTIFICATION w WEIGHT, FORCE WELL LINE DESIGNATION 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 PIPING ACTUATOR, ELECTRICAL POWER UNCLASSIFIED P&ID NOTES AND LEGEND h-------- ^ INSULATED (TRACED) FINAL CONTROL INSTRUMENTATION SIGNAL/POWER ELEMENT project contract COMMUNICATIONS INSTRUMENT IDENTIFICATION 142089 (TYPICAL ALL INSTRUMENTS)

EQUIPMENT BOUNDARIES drawing rev.

COMPRESSED AIR LINE SEQUENCE NUMBER INSTRUMENT IDENTIFICATION SEE TABLE ABOVE BMCD-GWREMED-P001 A 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 PRELIMINARY DESIGN NON-FUSED DISCONNECT. SUBSCRIPT DENOTES l SWITCH TAG DISCONNECT SWITCH, FUSED A -AMPERE, AMP O'

AMPERE FRAME RATING AND NUMBER OF POLES. ' 30A 30 = FRAME RATING ONE ORTWO AC -AIR CONDITION 30/3 3 = POLES AF - AMP FRAME MH 4-0" AFF UNLESS OTHERWISE NOTED. 3P CHARACTER DISCIPLINE (20) = FUSE AMPERE RATING LETTER OR AFF -ABOVE FINISHED FLOOR (20A) DESIGNATOR (MAY NOT NUMBER DESIGNATOR FUSED DISCONNECT. SUBSCRIPT DENOTES FUSE RATING AFG - ABOVE FINISHED GRADE

& BE PRESENT IF AND NUMBER OF POLES. A.L - ANALOG INPUT 30AF/3 DISCONNECT SWITCH, NON-FUSED CALLOUT AND TITLE ANLZ. - ANALYZER COMBINATION MOTOR STARTER. SUBSCRIPT DENOTES SWITCH TAG 30 = FRAME RATING ARE ON DRAWINGS DRAWING SEQUENCE AT -AMP TRIP IKH 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 BFG - BELOW FINISHED GRADE (MAY NOT BE PRESENT IF CONTACTOR. SUBSCRIPT DENOTES AMPERE RATING AND BOD - BOTTOM OF DUCT I BREAKER TAG MOLDED CASE CIRCUIT BREAKER CALLOUT AND TITLE ARE NUMBER OF POLES. MH 4'-0" AFF UNLESS OTHERWISE B - BUZZER 30/3 ) 15 AT OR MOTOR CIRCUIT PROTECTOR ON THE SAME DRAWING)

NOTED C -CONDUIT I (20)AF 15 = TRIP RATING CKT -CIRCUIT MOTOR STARTER. MH 4'-0" AFF UNLESS OTHERWISE (20) = FRAME RATING CL2 SECTION, DETAIL, AND ELEVATION -CHLORINE NOTED CONT - CONTINUATION SYMBOL IDENTIFIERS MOTOR CNTL - CONTROL 0 JUNCTION BOX # = MOTOR TAG CPP - CONTROL POWER PANEL CONDUIT TURNING UP 1 = HORSEPOWER (HP) CPU - COMPUTER

©

- THE WORD "SECTION" CR - CONTROL RELAY CONDUIT TURNING DOWN GENERATOR MAY BE REPLACED WITH DED - DEDICATED CONDUIT CAPPED "ELEVATION" OR "DETAIL" DCS - DISTRIBUTED CONTROL SYSTEM DIST - DISTRIBUTION CONDUIT TEE SECTION DIV - DIVISION AUTOMATIC TRANSFER SWITCH EC - ELECTRICAL CONTRACTOR

-E- CONDUIT COUPLING ELEC - ELECTRICAL CONTROL OR POWER PANEL EM - STANDBY, ALTERNATE POWER CIRCUIT SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE EMT - ELECTRICAL METAL TUBING MANHOLE OR HANDHOLE ENCL - ENCLOSURE XFMR TAG TRANSFORMER 0 PULL BOX 150 KVA RATING F

GD

-FUSE

-GRADE ELECTRIC HEAT TRACING G - GROUND Yi GROUNDED WYE CONNECTED GFI - GROUND FAULT INTERRUPTER

[j] TRANSFORMER (T)

GL - GROUND LUG ELECTRICAL PANELBOARD DELTA CONNECTED GND - GROUND INSERT DENOTES PANEL NAME A ID - INSIDE DIAMETER CONTROL POWER PANEL: CPP SECTION CALLOUT EXAMPLE I/O -INPUT/OUTPUT POWER OR DISTRIBUTION PANEL: PP, DP KVA -KILOVOLTAMPERE TAG MOTOR STARTER AND OVERLOAD KV - KILOVOLT SWITCHGEAR: SG 0 - STARTER SIZE SIZE 0 KW - KILOWATT AUTOMATIC TRANSFER SWITCH: ATS PRE-WIRED CONTROL PANEL: PWCP LFMC - LIQUID TIGHT FLEX METAL CONDUIT PROGRAMMABLE LOGIC CONTROLLER: PLC v^AOOiy M - MAGNETIC CONTACTOR ELECTRIC HEATER MAX - MAXIMUM MCB - MOLDED CASE CIRCUIT BREAKER/MAIN ELEVATION CALLOUT EXAMPLE MCC - MOTOR CONTROL CENTER UTILITY METER MCP - MOTOR CIRCUIT PROTECTOR MLO - MAIN LUG ONLY TRANSIENT VOLTAGE SURGE SUPPRESSION MIN -MINIMUM MPS - MOTOR PROTECTION SWITCH ELECTRICAL CABLE N2 - NITROGEN GROUNDING INSERT DENOTES CABLE NUMBER NEC - NATIONAL ELECTRIC CODE POWER: P NF - NON FUSED GROUNDING CONDUCTOR BURIED OR CONCEALED CONTROL: C OD - OUTSIDE DIAMETER GROUNDING CONDUCTOR EXPOSED OEM - ORIGINAL EQUIPMENT MANUFACTURER VARIABLE FREQUENCY DRIVE DETAIL CALLOUT EXAMPLE P -POLE VFD TAG LIQUID FLEXIBLE METAL CONDUIT PC - POWER CONNECTION BOX VFD 1 HP 1 = HORSEPOWER RATING PH - PHASE 1-------- (3R) (3R) = NEMA RATING SECTION, DETAIL, AND ELEVATION WELDED GROUND CONNECTION PLC - PROGRAMMABLE LOGIC CONTROLLER IDENTIFICATION SYSTEM PP - POWER PANEL PVC - POLYVINYL CHLORIDE COMPRESSION/BOLTED GROUND CONNECTION FT FT TAG FLOW TRANSMITTER PWR - POWER GROUND ROD - 03/4" x 10', COPPER CLAD R

RGS

- ALARM LIGHT

- RIGID GALVANIZED STEEL CONDUIT PRELIMINARY - NOT RX - RECEIVER GROUND TEST WELL PIGTAIL FOR EQUIPMENT/ STRUCTURE CONNECTION el E-1 [vt ELECTRICAL TRANSITION VAULT E = ELECTRICAL SP - SPARE FOR CONSTRUCTION VT = VAULT SPD - SURGE PROTECTIVE DEVICE SW - SWITCH E-1 = TAG TB -TERMINAL BLOCK 18" LIGHTNING AIR TERMINAL COMMUNICATION TRANSITION VAULT TEMP - TEMPERATURE *BURNS MISCELLANEOUS cl C-1 lvT C = ELECTRICAL TOS TYP

- TOP OF STEEL ^MSDONNELL VT = VAULT - TYPICAL TX - TRANSMITTER C-1 = TAG 9400 WARD PARKWAY UDS - UTILITY DISTRIBUTION SYSTEM LEVEL TRANSMITTER UPS KANSAS CITY, MO 64114

- UNINTERRUPTIBLE POWER SUPPLY 816-333-9400 UV

©

- ULTRA-VIOLET OKLAHOMA FIRM LICENSEE NO. 421 TEMPERATURE TRANSMITTER PANELBOARD V -VOLT PP_1 = pp _ PANELBOARD; 1-TAG VA -VOLT AMPS date detailed

© THERMOSTAT [480] = VOLTAGE VAC VDC

- VOLTAGE ALTERNATING CURRENT

- VOLTAGE DIRECT CURRENT SEPTEMBER 2022 A. HIMES EF 1PH, 200A3W= PHASE, BUS SIZE (AMP) designed checked W - WIRE, WATT WIRE CONFIGURATION xey PUMP WP - WEATHERPROOF A. HIMES S. DEFRANCESCO 18kA = SHORT CIRCUIT CURRENT RATING XFMR -TRANSFORMER

© TEMPERATURE INDICATOR MLO = MAIN LUG ONLY PP-1 INSTRUMENTATION ABBREVIATIONS GS TERMINAL BOX [480]

1PH, 200A3W C - COMMON OR CONDUCTOR E3 LEVEL INDICATOR 18kA CONC. - CONCRETE MLO CR - CONTROL RELAY ns FLOW METER -DIRECT CURRENT DC DISC - DISCONNECT m FLOW TRANSMITTER DWG - DRAWING FE - FLOW ELEMENT ED PRESSURE TRANSMITTER PANELBOARD pp-1 = pp _ PANELBOARD; 1-TAG FIN. -FINISH FM - FLOW METER Cimarron Environmental Response Trust PRESSURE SWITCH [480] = VOLTAGE -FLOW TRANSMITTER FT 1PH, 200A3W= PHASE, BUS SIZE (AMP) I/O -INPUT/OUTPUT ELECTRICAL LEGEND & ABBREVIATION FLOW SWITCH 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 e

RATING] NO. -NUMBER 142089 PP-1 PT - PRESSURE TRANSMITTER EQUIPMENT TAG CALL OUT [480] PS - PRESSURE SWITCH drawing rev.

1PH, 200A 3W 18kA REQ'D TP

-REQUIRED

-TWISTED PAIR (CABLE) BMCD-GWREMED-E001 A

<D KEYED NOTE MCB [100A] TSP - TWISTED SHIELDED PAIR (CABLE)

-DIRECT CURRENT sheet of sheets DC 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 03/31/20 ACH SJD ISSUED FOR PRELIMINARY DESIGN

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. 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.

le For Microfilming PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS xVM£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 A. HIMES designed checked A. HIMES S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL GENERAL NOTES project contract 142089 drawing rev.

BMCD-GWREMED-E002 A 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 Scale For Microfilming SITE  ;

'ACCESS' kOAD 1

[EXTSTINGj

....POND...

'OG&E PRELIMINARY - NOT EASEMENT 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 816-333-9400 G

[FORMER URA 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/? MONITORING ELEVATION POINTS NORTHING EASTING

\FRENCH DRAIN \ ? j WELL (AMSL)

[pipe 1 u/

m mi/i/ nm 1 .

/P \ /(ON SITE DISPOSAL/

321342 2091691 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 drawing rev.

.OG&E APPROX, loc ati on ! EASEMENT BMCD-GWREMED-C001 A 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

Scale For Microfilming 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 For Microfilming SCALE IN FEET Q&

WESTERN AREA TREATMENT PRELIMINARY - NOT

/

DISCHARGE PIPE (6" HDPE)

/ FOR CONSTRUCTION

/

/

o BURNS

/ xVM£DONNELL 9400 WARD PARKWAY

/ KANSAS CITY, MO 64114

/ 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421

/

date detailed v*

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

/

MATCHLINE C004 project contract

/ 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 For Microfilming 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 WESTERN AREA SITE PLAN project contract 142089 -

drawing rev.

BMCD-GWREMED-C004 6363 A 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.

Scale For Microfilming PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS vVM£DONNELL 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 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 CONVEYANCE PIPING WA EXTRACTION LINE FROM BA1 NOTES:

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

D50=12" RIPRAP UPSTREAM

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

10 OZ./SY GEOTEXTILE 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.

Scale For Microfilming 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 9400 WARD PARKWAY WA GROUNDWATER KANSAS CITY, MO 64114 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 Cimarron Environmental Response Trust TRENCH TO UTILITIES ALONG WESTERN AREA TREATMENT HIGHWAY 74 FACILITY SITE PLAN project contract 142089 -

drawing rev.

BMCD-GWREMED-C007 A 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 SHEETS FOR DETAILS REGARDING BA1 POWER SUPPLY DUCT CONNECTION TO TANKS FROM APPLICABLE SITE PLAN COMPONENTS.

BANK TO WELL FIELD STUB-UP, TYP. 5. REFER TO SHEETS C101 -C103 FOR (REFER TO ELECTRICAL 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 Scale For Microfilming 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 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed FIBER OPTIC COMMUNICATION CABLE 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 FEET drawing 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.

Scale For Microfilming PRELIMINARY - NOT FOR CONSTRUCTION BURNS

^MSDONNELL 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 BURIAL AREA 1 REMEDIATION INJECTION SKID Cimarron Environmental Response Trust BURIAL AREA 1 REMEDIATION INJECTION SKID project contract 142089 -

drawing rev.

SCALE IN FEET BMCD-GWREMED-C010 A 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 PRELIMINARY DESIGN 90° l 2'-0" (TYP.)

0 6" DIA. D50=18" RIPRAP 1" TO 3" DIA. CLEAN PERFORATED 5/8" GRANULAR RIVER 12" PERFORATIONS E

GRAVEL DRAINAGE 4" WELL GRADED MATERIAL GRAVEL BEDDING NOTES: O O o  ; o o F D50=18" RIPRAP 3-0" US 300 NW CO

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

RIPRAP ON DRAINAGE MATERIAL.

2. 1" TO 3" CLEAN GRAVEL SHALL INSTALL WYE APPROX. TOP OF HAVE LESS THAN 1% PASSING CLEANOUT WITH 45 DEGREE NO. 4 SIEVE. SUBMIT GRADATION BEDROCK SURFACE BEND AND THREADED CAP AT TO ENGINEER PRIOR TO SURFACE PROCUREMENT. - 6" DIA.

EXCAVATED SURFACE 6" PERFORATED HDPE PERFORATED HDPE PIPE SDR 21 4" OF 1 "-3" CLEAN SDR21 W/ 8 TOTAL 6" X 6" TEE GRAVEL OVER ROWS, 4 AT 90° 1" TO 3" CLEAN RIVER WRAP GRAVEL AND PIPE WITH GEOTEXTILE STAGGERED, 5/8" ROCK US FABRICS US 120 NW DIA., 12" C-C GEOTEXTILE FABRIC STAGGERED 6" 0

TYPICAL 1206 DRAINAGE AREA 0

CHANNEL PIPE SECTION f 1 TYPICAL 1206 DRAINAGE AREA PIPE PERFORATION DETAIL 1206 INJECTION PIPE SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE Scale For Microfilming 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 EXISTING GRADES AT MAX 3H:1V SLOPE.

PLAN VIEW ^wMSDONNELL

3. APPROX. EXCAVATION DEPTHS BASED ON LIMITED FIELD INVESTIGATION. 9400 WARD PARKWAY
4. SEE GENERAL NOTE 22 ON SHEET G001 KANSAS CITY, MO 64114 REGARDING MIXING AND SPREADING OF 816-333-9400 EXCAVATED 1206 AREA SOILS. OKLAHOMA FIRM LICENSEE NO. 421 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 142089 -

0 0 EAST EXCAVATION PROFILE WEST EXCAVATION PROFILE (APPROX.) (APPROX.) drawing rev.

BMCD-GWREMED-C011 A 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 For Microfilming 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.

BMCD-GWREMED-C012 A 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

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