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
Shared Package
ML22286A041 List:
References
Download: ML22285A208 (18)
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Text

Cimarron Environmental Response Trust Groundwater Remediation Logan County, Oklahoma ONE OR TWO CHARACTER DISCIPLINE DESIGNATOR

/

(MAY NOT BE PRESENT IF A CALLOUT AND TITLE ARE FP001 -

ON DRAWINGS WITHIN THE /

SAME DISCIPLINE)-------------/

SECTION. DETAIL, AND ELEVATION SYMBOL IDENTIFIERS A

FP001 A

FP001 SECTION CALLOUT EXAMPLE 7

FP001 DETAIL CALLOUT EXAMPLE B

A001 ELEVATION CALLOUT EXAMPLE

- THE WORD "SECTION" MAY BE REPLACED WITH "ELEVATION" OR "DETAIL" SECTION A

001 SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE SECTION, DETAIL, AND ELEVATION IDENTIFICATION SYSTEM SEPTEMBER 2022 142089

-LETTER OR NUMBER DESIGNATOR

-DRAWING SEQUENCE NUMBER INDICATES WHERE TITLE IS LOCATED (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON THE SAME DRAWING)

Preliminary Design Drawings GENERAL DRAWINGS CIVIL DRAWINGS CONTINUED DWG. NO.

TITLE COVER-INDEX (1-1)

BMCD-GWREMED-G001 GENERAL NOTES (1-1)

BMCD-GWREMED-G002 NOTES, LEGEND AND ABBREVIATIONS (1-1)

CIVIL DRAWINGS DWG, NO.

BMCD-GWREMED-C108 BMCD-GWREMED-C10S BMC D-G WR EM E D-C110 BMCD-GWREMED-C200 TITLE MISCELLANEOUS DETAILS - SHEET 2 (I-6)

MISCELLANEOUS DETAILS - SHEET 3 (I-6)

MISCELLANEOUS DETAILS - SHEET 4 (I-6)

WESTERN AREA TREATMENT FACILITY AND BURIAL AREA 1 SECTIONS, AND WATF UTILITY TRENCH PROFILE (I-6)

DWG. NO.

BMCD-GWREMED-C001 BMCD-GWREMED-C002 BMCD-GWREMED-C003 BMCD-GWREMED-C004 BMC D-G WR EM ED-C005 BMCD-GWREMED-C006 BMCD-GWREMED-C007 BMCD-GWREMED-C008 BMCD-GWREMED-C009 BMCD-GWREMED-C010 BMCD-GWREMED-C011 BMCD-GWREMED-C012 BMCD-GWREMED-C101 BMC D-G WR EM E D-C 102 BMCD-GWREMED-C103 BMCD-GWREMED-C104 BMCD-GWREMED-C105 BMCD-GWREMED-C106 BMCD-GWREMED-C107 TITLE EXISTING CONDITIONS (I-2)

OVERALL SITE PLAN AND SHEET LAYOUT KEY (I-2)

PARTIAL SITE PLAN - NORTH (I-2)

PARTIAL SITE PLAN - SOUTH (I-2)

PARTIAL SITE PLAN - EAST (I-2)

WESTERN AREA TREATMENT FACILITY GRADING PLAN AND LAYOUT (I-2)

WESTERN AREA TREATMENT FACILITY SITE PLAN (I-2)

WESTERN AREA TREATMENT INJECTION SKID LAYOUT (I-2)

BURIAL AREA 1 TREATMENT FACILITY SITE PLAN d-2)

BURIAL AREA 1 TREATMENT INJECTION SKID (I-2) 1206 DRAINAGE AREA REMEDIATION PLAN (I-2)

UPLAND ACCESS ROADS (I-2)

EXTRACTION TRENCH DETAILS (I-3)

INJECTION TRENCH DETAILS - SHEET 1 (I-4)

INJECTION TRENCH DETAILS - SHEET 2 (I-4)

PIPE & CONDUIT TRENCH SECTIONS - SHEET 1 (I-6)

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

OUTFALL DETAILS (I-6)

MISCELLANEOUS DETAILS - SHEET 1 (I-6)

MECHANICAL DRAWINGS DWG. NO.

BMCD-GWREMED-M101 BMC D-G WR EM E D-M102 BMC D-GWR EM ED-M103 BMC D-G WR EM E D-M 104 BMC D-GWR EM ED-M201 BM C D-GWR EM ED-M202 BMCD-GWREMED-M203 TITLE EXTRACTION WELL/SUMP AND VAULT DETAILS (I-3)

INJECTION AND EXTRACTION WELL DETAILS (I-3, I-4)

WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT (I-4)

BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT (I-4)

CONSTRUCTION DETAILS INDEX - EXTRACTION WELLS/SUMPS (I-3)

CONSTRUCTION DETAILS INDEX - INJECTION WELLS (I-4)

PUMP SELECTION INDEX - EXTRACTION WELLS/SUMPS (I-3)

PROCESS DRAWINGS BMC D-GWR EM ED-P001 BMCD-GWREMED-P101 BM C D-G WR EM E D-P102 BMC D-GWR EM E D-P103 BMCD-GWREMED-P104 BMC D-GWR EM ED-P105 TITLE P&ID NOTES AND LEGEND (1-1)

WESTERN AREA GROUNDWATER EXTRACTION SYSTEM P&ID (I-3)

BURIAL AREA 1 GROUNDWATER EXTRACTION SYSTEM P&ID (I-3)

WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID-SHEET 1 (I-4)

WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID -SHEET 2 (I-4)

BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM P&ID (I-4)

BMCD-GWREMED-P205 DWG. NO.

BMCD-GWREMED-E001 BMCD-GWREMED-E002 BMCD-GWREMED-E101 BMCD-GWREMED-E102 BMCD-GWREMED-E103 BMCD-GWREMED-E104 BMCD-GWREMED-E105 BMCD-GWREMED-E106 BMCD-GWREMED-E201 BMCD-GWREMED-E202 BMCD-GWREMED-E203 BMCD-GWREMED-E204 BMC D-G WR EM ED-E205 PROCESS DRAWINGS CONTINUED GROUNDWATER EXTRACTION AND INJECTION FLOW RATE

SUMMARY

(I-3, I-4)

ELECTRICAL DRAWINGS TITLE ELECTRICAL LEGEND AND ABBREVIATION (1-1)

ELECTRICAL GENERAL NOTES (1-1)

ELECTRICAL SINGLE LINE WATF (I-5)

ELECTRICAL SINGLE LINE BA1 (I-5)

CABLE AND CONDUIT SCHEDULE - SHEET 1 (I-5)

CABLE AND CONDUIT SCHEDULE - SHEET 2 (I-5)

CABLE AND CONDUIT SCHEDULE - SHEET 3 (I-5)

PANELBOARD SCHEDULE (I-5)

ELECTRICAL DETAIL SHEET 1 - CONNECTION DETAILS (I-5)

ELECTRICAL DETAIL SHEET 2 - DUCT BANK DETAILS (I-5)

ELECTRICAL DETAIL SHEET 3 - EQUIPMENT LOCATIONS (I-5)

ELECTRICAL COMMUNICATION SYSTEM ARCHITECTURE - SHEET 1 (I-5)

ELECTRICAL COMMUNICATION SYSTEM ARCHITECTURE - SHEET 2 (I-5)

PROJECT LOCATION ADDRESS:

100 NORTH HIGHWAY 74 GUTHRIE, OK 73044 LEGAL DESCRIPTION:

NE, NW, & SW 1/4 Sec. 12, T16N R4W I.M., NE 1/4 Sec. 11, T16N R4WI.M.,

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

NOT TO SCALE 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

Microfilming GENERAL NOTES:

1.

THE PROJECT SITE IS OWNED BY ENVIRONMENTAL PROPERTIES MANAGEMENT, LLC. ADDRESS: 100 NORTH HIGHWAY 74, GUTHRIE, OK 73044, PHONE: 405-642-5152.

2.

THE PROJECT ENGINEER AND CONTRACTOR IS BURNS & MCDONNELL ENGINEERING COMPANY, INC. ADDRESS: 9400 WARD PARKWAY, KANSAS CITY, MO 64114, PHONE: 816-333-9400.

3.

THE SUBCONTRACTOR SHALL COORDINATE ACCESS DURING CONSTRUCTION WITH CONTRACTOR, OWNER AND ADJACENT PROPERTY OWNERS. TRAFFIC MANAGEMENT SHALL BE SUBJECT TO CONTRACTOR'S APPROVAL.

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.

5.

THE HORIZONTAL AND VERTICAL LOCATING OF ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT GUARANTEED. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND LOCATING ALL UTILITIES IN THE PATH OF AND ADJACENT TO THE PROPOSED WORK. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE SUBCONTRACTOR SHALL CALL OKLAHOMA ONE CALL AT OKIE811 OR 1-800-522-OKIE WITH SUITABLE NOTICE FOR THEIR LOCATING AND MARKING OF PUBLIC UTILITIES.

SUBCONTRACTOR SHALL NOTIFY OWNER 48 HOURS IN ADVANCE OF ONE CALL NOTIFICATION. THE SITE IS GENERALLY NOT OCCUPIED.

6.

THE CONSTRUCTION DRAWINGS REPRESENT THE FINISHED WORK. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. SUBCONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND TOOLS NECESSARY TO COMPLETELY PERFORM THE WORK IN A SAFE, EXPEDITIOUS, AND PROFESSIONAL WORKMANLIKE MANNER. SUBCONTRACTOR SHALL COORDINATE SCHEDULE OF THE WORK WITH THE OWNER AND CONTRACTOR. SUBCONTRACTOR SHALL INSTALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. THE SUBCONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND INSTALLATION OF EQUIPMENT AND MATERIALS.

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.

VISITS TO THE SITE BY OWNER AND CONTRACTOR SHALL NOT RELIEVE THE SUBCONTRACTOR OF SUCH RESPONSIBILITY.

8.

THE SUBCONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR EQUIPMENT, MATERIALS, AND TOOLS THROUGH PROJECT COMPLETION.

THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SAFEGUARDING OF THE INSTALLATION AND MATERIALS/EQUIPMENT STORED ON THE SITE TO PREVENT THEFT, VANDALISM, OR DAMAGE. SUBCONTRACTOR SHALL STORE EQUIPMENT, MATERIALS, AND TOOLS IN 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.

10. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROPRIATE LICENSES AND TRADE PERMITS REQUIRED TO PERFORM THE WORK. SUBCONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE AND OTHER DOCUMENTATION REQUIRED BY JURISDICTIONAL AGENCIES BEFORE PERFORMING THE WORK.
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).
12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
13. THESE NOTES AND OTHER DRAWING NOTES CONTAINED HEREWITH ARE PROVIDED TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT DOCUMENTS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT DOCUMENTS.
14. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY SHOP DRAWINGS PROVIDED BY SUPPLIERS. ALL SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE CONTRACTOR FOR REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF NON-RETURNABLE STOCK. DIMENSIONAL REVIEW IS THE SUBCONTRACTOR'S RESPONSIBILITY.

K5. UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THE CONTRACT DOCUMENTS MAY ARISE DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO NOTIFY THE CONTRACTOR IF SUCH A CONDITION IS IDENTIFIED. THE PRESENCE OF OWNER, CONTRACTOR, OR THE MANUFACTURER'S REPRESENTATIVE AT THE PROJECT SITE DOES NOT RELIEVE THE SUBCONTRACTOR OF THE RESPONSIBILITY FOR A PROPER INSTALLATION.

16. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE SUBCONTRACTOR AND ANY DISCREPANCIES SHALL 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 THE EXISTING CONDITIONS BEFORE SUBMITTING HIS/HER BID.
18. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR: 1) PROVIDING POTABLE WATER AND TEMPORARY SANITARY FACILITIES FOR 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 TEMPORARY FACILITIES, AND 4) REMOVE TEMPORARY FACILITIES ON COMPLETION OF WORK OR UNTIL SERVICE OR FACILITIES ARE NO 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 STAGING AREA SHALL BE APPROVED BY CONTRACTOR OR OWNER. SUBCONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF CONTRACTOR OR OWNER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE PROJECT SITE.
20. REQUESTS FOR INFORMATION (RFIs) SHALL INCLUDE A DETAILED, LEGIBLE DESCRIPTION OF THE ITEM NEEDING INTERPRETATION.

CONTRACTOR WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED, AND ISSUE A RESPONSE TO SUBCONTRACTOR.

21. SUBMITTALS SHALL BE APPROVED BY CONTRACTOR PRIOR TO THE INSTALLATION OF PRODUCTS ON-SITE. SUBCONTRACTOR'S INSTALLATION OF UNAPPROVED PRODUCTS IS AT SUBCONTRACTOR'S RISK AND COST.
22. SUBCONTRACTOR SHALL MIX CLEAN INJECTION TRENCH SPOILS WITH 1206 SPOILS UNTIL HOMOGENEOUS AND PLACE IN 12" LIFTS.

SUBCONTRACTOR SHALL ALSO MIX CLEAN INJECTION TRENCH SPOILS WITH GETR-WU-02 SPOILS UNTIL HOMOGENOUS AND PLACE IN 12" LIFTS. RADIOLOGICAL TESTING WILL BE COMPLETED BY OTHERS AND IS SUBJECT TO APPROVAL BEFORE PROCEEDING TO THE NEXT LIFT.

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.
27. NOISE IMPACTS FROM CONSTRUCTION SHALL BE MINIMIZED AND MITIGATED TO THE EXTENT POSSIBLE. SUBCONTRACTOR SHALL MAINTAIN 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 IMPLEMENTING APPROPRIATE CONTROL MEASURES. DUST SHALL BE ELIMINATED FROM STOCKPILED SOILS, UNPAVED ROADS, ETC. BY THE APPLICATION OF WATER OR STONE, RESPECTIVELY, AS NECESSARY. A WATERING VEHICLE SHALL BE AVAILABLE FOR THE DURATION OF PROJECT ACTIVITIES, AND THROUGHOUT RESTORATION.
29. ALL INJECTION SUPPLY PIPE BENDS SHALL BE SWEEP FITTINGS.

CIVIL NOTES:

1.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

2.

PRIOR TO FILL MATERIAL PROCUREMENT, SUBCONTRACTOR SHALL SUBMIT TO CONTRACTOR DOCUMENTATION DEMONSTRATING ALL IMPORTED FILL MATERIAL IS CLEAN (NOT CONTAMINATED) AND SUITABLE FOR USE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS, AND PROJECT SPECIFICATIONS.

3.

SUBCONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO A CONDITION EQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITIONS.

TREES SPECIFIED FOR REMOVAL SHALL NOT BE REPLACED.

4.

SUBCONTRACTOR SHALL PROTECT THE WORK AREAS WITH APPROPRIATE FENCING, BARRICADES, AND SIGNAGE.

5.

ALL WORK SHALL BE DONE TO THE LINES, SLOPES, THICKNESS, AND GRADES INDICATED IN THE CONTRACT DRAWINGS. ALL ESTABLISHED MONUMENTS, BENCHMARKS, REFERENCE POINTS, STAKES, AND OTHER CENTRAL POINTS SHALL BE PRESERVED BY THE SUBCONTRACTOR.

SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR IN WRITING OF BENCHMARKS, REFERENCE LINES, OR OTHER CONTROL POINTS WHICH MAY HAVE BEEN DISTURBED OR WHICH APPEAR TO BE OFF LINE OR GRADE.

6.

DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND STABILIZED (WITH VEGETATIVE MULCH) IN ACCORDANCE WITH THE ODOT COMMISSION SPECIFICATIONS. SEED MIXTURE SHALL BE IN ACCORDANCE WITH TABLE 735.1 OF THE ODOT COMMISSION CHAPTER 735. SUBMIT SEED MIXTURE TO CONTRACTOR FOR APPROVAL PRIOR TO APPLICATION. DISTURBED AREAS SHALL HAVE ESTABLISHED 90% VEGETATION COVERAGE TO BE ACCEPTABLE.

ACCESS ROAD NOTES

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.

2.

THE GEOTEXTILE SHALL BE LAID IN THE DIRECTION OF CONSTRUCTION TRAFFIC AND PER MANUFACTURER'S RECOMMENDATIONS. GEOTEXTILE PANELS SHOULD BE OVERLAPPED BOTH SIDE-TO-SIDE AND END-TO-END. OVERLAP SHALL BE PER MANUFACTURER'S SPECIFICATIONS ORA MINIMUM OF 18-INCHES, WHICHEVER IS GREATER.

3.

THE FIRST FIVE FEET OF PLACED GEOTEXTILE ON EACH LATERAL ADJACENT TO THE ACCESS ROAD SHALL BE CUT AND LAID AS A SEPARATE SECTION.

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 CONFORM TO THE CURVE.

5.

THE INITIAL LIFT OF AGGREGATE SHALL BE PLACED, SPREAD AND COMPACTED ON THE GEOTEXTILE FABRIC IN A 6-INCH LIFT. DO NOT OPERATE EQUIPMENT DIRECTLY ON GEOTEXTILE FABRIC.

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 POSSIBLE TO MAINTAIN DRAINAGE, OR SPOIL EXCESS MATERIAL IN THE AREA INDICATED ON THE DRAWINGS, OR AS APPROVED BY THE CONTRACTOR, AND RESTORE IN ACCORDANCE WITH NOTES ABOVE.

COORDINATION AND COMMUNICATION:

1.

SUBCONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTOR AND OWNER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE 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 REPRESENTATIVES TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IN ACCORDANCE WITH SNM-928, SUBCONTRACTORS ARE PROHIBITED FROM ACCESSING THE SITE UNLESS SPECIFICALLY DESIGNATED CONTRACTOR OR OWNER PERSONNEL ARE PRESENT.

2.

SUBCONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL PRELIMINARY AND UPDATED CONSTRUCTION PROGRESS SCHEDULES, PROCUREMENT SCHEDULES, SCHEDULE OF SUBMITTALS AND SCHEDULE OF VALUES WITH INPUT AND COMMITMENTS FROM SUBCONTRACTORS AND SUPPLIERS.

3.

CONTRACTOR WILL SCHEDULE AND CONDUCT DAILY SAFETY MEETINGS AND WEEKLY PROGRESS MEETINGS. SUBCONTRACTOR SHALL BE PREPARED TO DISCUSS CURRENT CONSTRUCTION PROGRESS AND ANY ANTICIPATED FUTURE CHANGES TO SCHEDULE.

4.

THE SUBCONTRACTOR SHALL COORDINATE ACCESS DURING CONSTRUCTION WITH CONTRACTOR, OWNER, AND ADJACENT SITE PROPERTY OWNERS.

CONSTRUCTION LAYOUT AND SURVEYING NOTES:

1.

SUBCONTRACTOR SHALL PROVIDE NEATLY RED MARKED DRAWINGS IDENTIFYING ANY MODIFICATIONS TO THE CONTRACT DOCUMENTS AND INDICATING CONFORMANCE TO CONSTRUCTION RECORD CONDITIONS TO THE CONTRACTOR UPON COMPLETION OF THE WORK.

2.

THE CONTRACTOR SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED RECORD DRAWINGS. IF THE RECORD DRAWINGS ARE CONSIDERED UNACCEPTABLE, THEY SHALL BE RETURNED TO THE SUBCONTRACTOR FOR CORRECTION AND RESUBMITTED AT SUBCONTRACTOR'S EXPENSE.

3.

SUBCONTRACTOR SHALL MAKE AVAILABLE ALL SURVEYS IN AUTOCAD 2018 (OR NEWER) FORMAT AND SHALL PROVIDE SURVEY POINTS IN.CSV FILE FORMAT.

4.

CONTRACTOR MAY DIRECT SUBCONTRACTOR TO ALTER THE ALIGNMENTS, LENGTHS, AND DEPTHS OF INJECTION AND EXTRACTION TRENCHES BASED ON FIELD OBSERVATION.

5.

TOPOGRAPHY FEATURES AND AERIAL IMAGERY SHOWN ARE FROM A GROUND SURVEY DATED JULY 2014, AND AN AERIAL SURVEY DATED MAY 2014. TOPOGRAPHY UPDATED WITH GROUND SURVEY PERFORMED NOVEMBER 11,2016 WITHIN BOUNDARIES INDICATED ON C001.

no. l date l by l ckd l description 08/22/22l MRC JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked J. HESEMANN Cimarron Enviornmental Response Trust GENERAL NOTES project 142089 contract drawing rev.

BMCD-GWREMED-G001 A

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

Microfilming 12 EROSION CONTROL NOTES:

1.

SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL MEASURES REQUIRED AND AS A RESULT OF SUBCONTRACTOR'S ACTIVITIES. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION AT THE SITE.

2.

CONTRACTOR WILL PROVIDE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO SUBCONTRACTOR.

SUBCONTRACTOR SHALL REVIEW SWPPP PRIOR TO PREPARING AND SUBMITTING A BID.

3.

SUBCONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY, OWNER, OR CONTRACTOR. ADDITIONAL CONTROLS SHALL BE IMPLEMENTED AS DICTATED BY THE SITE CONDITIONS AT SUBCONTRACTOR'S EXPENSE THROUGHOUT ALL PHASES OF THE CONTRACT WORK. NOTIFY CONTRACTOR OF ANY DISTURBANCES THAT ARE BEYOND THE PLANNED LIMITS OF CONSTRUCTION ACTIVITIES.

4.

ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.

SUBCONTRACTOR SHALL REMOVE EROSION CONTROL FEATURES AT THE COMPLETION OF THE CONTRACT WORK IF SAID FEATURES ARE NOT BIODEGRADABLE. REMOVAL SHALL NOT OCCUR UNTIL VEGETATION OR PERMANENT CONTROL MEASURES HAVE BEEN ESTABLISHED.

5.

SUBCONTRACTOR SHALL MINIMIZE CLEARING TO THE EXTENT PRACTICAL.

6.

ADDITIONAL EROSION CONTROL MEASURES SHALL BE DEPLOYED DURING EXCAVATION ACTIVITIES CONDUCTED WITHIN THE BOUNDARIES OF FORMER URANIUM POND 1 AND 2 LIMITS, AS DETAILED ON THESE CONSTRUCTION DRAWINGS.

POTENTIALLY IMPACTED SOIL REMOVED FROM THESE AREAS (DEFINED AS MATERIAL REMOVED FROM 6 FEET BELOW GROUND SURFACE AND ABOVE SANDSTONE A FOR URANIUM POND 1 AND 5 FEET BELOW GROUND SURFACE AND ABOVE SANDSTONE A FOR URANIUM POND 2) SHALL BE SEGREGATED FROM CLEAN SOIL AND STAGED WITH BMPs TO PREVENT SEDIMENT MIGRATION. ADDITIONAL BMPs SHALL BE DEPLOYED TO PREVENT STORM WATER RUN-OFF AND POTENTIALLY IMPACTED SOILS FROM ENTERING AND ACCUMULATING IN THE TRENCHES. SOIL MATERIAL ENTERING AND ACCUMULATING IN THE TRENCH SHALL BE REMOVED AND HANDLED AS POTENTIALLY IMPACTED MATERIAL. POTENTIALLY IMPACTED SOIL REMOVED SHALL BE PLACED BACK IN THE TRENCH AND BELOW THE MINIMUM IMPACTED MATERIAL DEPTH AS FOLLOWS:

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.

6.2. GWI-UP2-01

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

7.

ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES AND STANDARDS. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSTALLED AS SHOWN ON THE APPROVED PLAN AND THE SWPPP.

8.

SITE DRAINAGE PATTERNS, INCLUDING THE PROJECT SITE AND ADJACENT PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE APPROVED BY THE CONTRACTOR.

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.

8.

GROUND COVER REQUIREMENTS SHALL BE FOLLOWED IN ADDITION TO STANDARD EROSION CONTROL REQUIREMENTS.

THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF VEGETATION ON ALL DISTURBED AREAS AND MEETING ALL FINAL STABILIZATION REQUIREMENTS.

WASTE MANAGEMENT NOTES:

1.

SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, MANAGEMENT, LOADING, AND STORAGE OF WASTE MATERIALS ON-SITE, AND DISPOSAL OFF-SITE. WASTE MATERIALS INCLUDE:

A. WASTE AND CONSTRUCTION AND DEMOLITION DEBRIS.

B. WASH WATER ASSOCIATED WITH CONCRETE TRUCKS, VEHICLE CLEANING, AND EQUIPMENT CLEANING.

C. SUBCONTRACTOR SHALL NOT REMOVE WASTE MATERIALS FROM THE SITE WITHOUT OBTAINING WRITTEN APPROVAL FROM OWNER AND CONTRACTOR.

2.

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

3.

SUBCONTRACTOR SHALL DISPOSE OF WASTE MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

4.

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

5.

THE SUBCONTRACTOR SHALL REMOVE FROM THE SITE THOSE MATERIALS NOT INDICATED TO BE SALVAGED. ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE SUBCONTRACTOR WHO SHALL LEGALLY DISPOSE OF THEM.

6.

SUBCONTRACTOR SHALL NOT REMOVE WASTE MATERIALS FROM THE SITE WITHOUT OBTAINING WRITTEN APPROVAL FROM OWNER AND CONTRACTOR.

LEGEND

-FO---------------FO-

- ET............. ET -

- GW------------ GW -

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

W-----------

UTILITY TRENCH ALIGNMENT (APPLIES TO C002 ONLY)

BURIED COMMUNICATION CONDUIT/ CABLE BURIED INSTRUMENTATION CONDUIT/ CABLE BURIED FIBEROPTIC CONDUIT/ CABLE BURIED ELECTRICAL CONDUIT/ CABLE GROUNDWATER EXTRACTION TRENCH BURIED GROUNDWATER EXTRACTION PIPE BURIED INJECTION WATER SUPPLY PIPE INJECTION TRENCH WATER SUPPLY LNE PROPERTY LNE EASEMENT BURIED WATER DISCHARGE PIPE EXISTING SURFACE ELEVATION CONTOUR PROPOSED SURFACE ELEVATION CONTOUR EXISTING FENCE PROPOSED FENCE EXISTING CHANNEL PROPOSED CHANNEL FUTURE OUTFALL LINE, BY OTHERS EDGE OF PROPOSED ACCESS ROAD AND LATERALS CLEARING LIMITS ACCESS ROAD C WITH STATION MARKS STRAW WATTLE EROSION CONTROL BLANKET EXTRACTION TRENCH SUMP INJECTION WELL EXTRACTION WELL EXISTING MONITOR WELL PROPOSED CLEANOUT (ARROW INDICATES DIRECTION OF CLEANOUT)

ABBREVIATIONS:

APPROX.

APPROXIMATE L

BA1 BLDG.

BMPs C

CMP.

CP.

CPP DIA.

DWG.

E.

EL.

EQ E.W.

BURIAL AREA 1 BUILDING BEST MANAGEMENT PRACTICES CENTER LINE CORRUGATED METAL PIPE CONTROL POINT CONTROL PANEL POWER DIAMETER DRAWING EAST ELEVATION EQUAL EACH WAY EX. OR EXIST. EXISTING FT.

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

INCORPORATED INJ.

INJECTION LAT LATERAL MAX.

MAXIMUM MIN.

MINIMUM MISC.

MISCELLANEOUS N.

NORTH O. C.

OFF CENTER O.D.

OUTSIDE DIAMETER ODOT SWPPP TYP.

UP U

VNSFS WA WATF WU WAA Y

STORMWATER POLLUTION PREVENTION PLAN TYPICAL URANIUM POND URANIUM VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES WESTERN AREA WESTERN AREA TREATMENT FACILITY WESTERN UPLAND WESTERN ALLUVIAL AREA YARD OG&E OSHA OZ.

PSI PVC R

RFI RTU OKLAHOMA DEPARTMENT OF TRANSPORTATION OKLAHOMA GAS & ELECTRIC OCCUPATIONAL SAFETY HEALTH ADMINISTRATION OUNCE POUNDS PER SQUARE INCH POLYVINYL CHLORIDE RADIUS REQUEST FOR INFORMATION REMOTE TELEMETRY UNIT SP SPACED S.Q SQUARE project 142089 contract ST.

STREET drawing BMCD-GWREMED-G002 rev.

A STA STATION sheet of sheets no.l date l by l ckd l description A 09/01/22 BCW RTB ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

  • BURNS

^MCDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 T. COLLINS designed B. WEIS checked R. BETTMENG Cimarron Enviornmental Response Trust NOTES, LEGEND AND ABBREVIATIONS 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

Scale For Microfilming 10 11 13 ABBREVIATIONS EQUIPMENT & SPECIALTIES BL HIGH PRESSURE BLOWER BOP/D BOTTOM OF PIPE/DUCT C

COMPRESSOR CV CHECK VALVE EJ EXPANSION JOINT, FLEXIBLE CONNECTOR FAN FAN OR LOW PRESSURE BLOWER FOT/B FLAT ON TOP/BOTTOM HB HOSE BIBB MP METERING PUMP MOV MOTOR OPERATED VALVE MXR MIXER NOZ NOZZLE P

PUMP PI PRESSURE INDICATOR PT PRESSURE TRANSMITTER QCU QUICK CONNECT UNIT REC RECEIVER RO ORIFICE PLATE OR RESTRICTION DEVICE SFI SIGHT FLOW INDICATOR SG SIGHT GLASS SLR SILENCER SOV SOLENOID OPERATED VALVE STR STRAINER TK TANK V

VESSEL WTR WATER TREATMENT (POLISHER, SOFTENER, DEMINERALIZER)

XM MISCELLANEOUS MECHANICAL EQUIPMENT XP MISCELLANEOUS PIPING SPECIALTY LINE CODES CPR COPPER PIPE CS CARBON STEEL HDPE HIGH-DENSITY POLYETHYLENE PIPE GLV GALVANIZED STEEL PIPE PRH PRESSURE HOSE PVC POLYVINYL CHLORIDE PIPE DIP DUCTILE IRON PIPE SS STAINLESS STEEL GENERAL AG ABOVEGROUND BA1 BURIAL AREA #1 COMM COMMUNICATION CPP CONTROL POWER PANEL FC FAIL CLOSED FO FAIL OPEN FOP FIBER OPTIC FL FAIL LAST POSITION GAL GALLON HOA HAND/OFF/AUTO INSTR INSTRUMENT LSH LEVEL SWITCH HIGH LSL LEVEL SWITCH LOW MCC MOTOR CONTROL CENTER NC NORMALLY CLOSED NO NORMALLY OPEN OD OUTER DIAMETER PB PUSH BUTTON PSIG POUNDS PER SQUARE INCH GAUGE RTU REMOTE TERMINAL UNIT SCFM STANDARD CUBIC FEET / MINUTE SCH SCHEDULE SP SET POINT UG UNDERGROUND LO LOCKED OPEN O/C OPEN - CLOSE QTY QUANTITY TYP TYPICAL UG UNDERGROUND V

VOLT WA WESTERN AREA SERVICE CODES CA COMPRESSED AIR EGW EFFLUENT WATER EXH EXHAUST EVP EFFLUENT VAPOR GW GROUNDWATER I GW INFLUENT GROUNDWATER INW INFLUENT WATER IVP INFLUENT VAPOR PRD PRODUCT VNT VENT TAG NUMBERS "YY-ZZ" YY = DEVICE TYPE (1,2 OR 3 LETTER CODE, ABBREVIATIONS -

AS DETAILED ABOVE)

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

SERVICE

<l XXX l DWG #

T0/FR0M SERVICE l XXX lDWG #

T0/FR0M SERVICE

<'gj _ _ _ _ _ _ _

l XXX l )

PROCESS LINE AND INSTRUMENT SIGNAL CONTINUATION TO/FROM CONNECTOR NUMBER UTILITY CONNECTOR P&ID #

- CONNECTOR NUMBER LINE IDENTIFICATION LINE SIZE SERVICE CODE 4 - CWS - XXXX

-LINE CODE LINE DESIGNATION MAIN PROCESS LINE ELECTRICAL POWER INSTRUMENTATION SIGNAL/POWER COMMUNICATIONS EQUIPMENT BOUNDARIES COMPRESSED AIR LINE EQUIPMENT 0

SUBMERSIBLE PUMP REGENERATIVE BLOWER CENTRIFUGAL PUMP 3-nD MOTOR AIR COMPRESSOR METERING PUMP INSULATION IDENTIFICATION PIPING h

<j INSULATED (NOT TRACED) h--------^ INSULATED (TRACED)

PIPING AND VALVE SYMBOLS o

m X

rx i*i H

BALL VALVE / SAMPLE PORT GLOBE VALVE GATE VALVE CHECK VALVE RELIEF VALVE BUTTERFLY VALVE MAGNETIC FLOWMETER VACUUM RELIEF VALVE VENT C3 CONCENTRIC REDUCER UNION I

REMOVABLE CAP l Li

=

FLANGE o BAG FILTER AGITATOR/MIXER MATERIAL TRANSITION AND TRANSITION TO BELOW GROUND HOSE CONNECTION VFD VARIABLE FREQUENCY DRIVE INSTRUMENTATION AND CONTROL LEGEND LOCATION/ACCESSIBILITY DISCRETE INSTRUMENTS PLC DISCRETE HARDWARE INTERLOCK FIELD MOUNTED

1. FIELD OR LOCALLY MOUNTED.
2. ACCESSIBLE TO AN OPERATOR AT DEVICE.

o o

PRIMARY LOCATION NORMALLY ACCESSIBLE TO AN OPERATOR

1. CENTRAL OR MAIN CONTROL ROOM.
2. FRONT OF MAIN PANEL OR CONSOLE MOUNTED.
3. VISIBLE ON VIDEO DISPLAY.
4. ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE.

o yj FIRST LETTER SUCCEEDING LETTERS MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A

ANALYSIS ALARM B

BURNER, FLAME, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE C

USER'S CHOICE (TYPICALLY CONDUCTIVITY - ELECTRICAL)

CONTROL CLOSED D

USER'S CHOICE (TYPICALLY DENSITY OR SPECIFIC GRAVITY)

DIFFERENTIAL DIVERT E

VOLTAGE SENSOR (PRIMARY ELEMENT)

F FLOW RATE RATIO (FRACTION)

G USER'S CHOICE OR GAUGING (DIMENSIONAL)

GLASS, VIEWING DEVICE H

HAND HIGH I

CURRENT (ELECTRICAL)

INDICATE J

POWER SCAN K

TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L

LEVEL LIGHT LOW M

USER'S CHOICE (TYPICALLY MOISTURE OR HUMIDITY)

MOMENTARY

MIDDLE, INTERMEDIATE N

USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE O

USER'S CHOICE ORIFICE, RESTRICTION OPEN P

PRESSURE, VACUUM POINT (TEST) CONNECTION Q

QUANTITY OR HEAT DUTY INTEGRATE, TOTALIZE R

RADIATION RECORD S

SPEED, FREQUENCY SAFETY SWITCH T

TEMPERATURE TRANSMIT THROUGH U

MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V

VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER w

WEIGHT, FORCE WELL X

UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y

EVENT, STATE OR PRESENCE YAXIS

RELAY, COMPUTE, CONVERT z

POSITION, DIMENSION Z AXIS

DRIVER, ACTUATOR, UNCLASSIFIED FINAL CONTROL ELEMENT INSTRUMENT IDENTIFICATION (TYPICAL ALL INSTRUMENTS)

SEQUENCE NUMBER INSTRUMENT IDENTIFICATION SEE TABLE ABOVE GENERAL NOTES

1.

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

2.

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

3.

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

-JL X

JLX T

T-O-hA SELF ACTUATED VALVES REDUCING REGULATOR (SELF-CONTAINED)

BACKPRESSURE REGULATOR (SELF-CONTAINED)

REDUCING REGULATOR WITH EXTERNAL PRESSURE TAP BACKPRESSURE REGULATOR WITH EXTERNAL TAP TEMPERATURE CONTROL ACTUATORS SINGLE DIAPHRAGM OPERATED OPERATED WITH MANUALLY OPERATED HAND WHEEL DIAPHRAGM WITH POSITIONER SINGLE OR DOUBLE DIAPHRAGM FAIL SPRING OPEN FAIL SPRING CLOSE PISTON OPERATED (FC) AIR / PISTON PISTON OPERATED (DOUBLE ACTING)

PISTON OPERATED (FO) AIR / PISTON PISTON OPERATED WITH POSITIONER MOTOR OPERATED SOLENOID OPERATED SINGLE LINE PIPING ELBOW TURNING DOWN F-SA ELBOW TURNING UP KX BOTTOM CONNECTION TOP CONNECTION 10/04/21 by l ckd l description AA ED ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed E. DULLE detailed A. ANSTAETT checked E. DULLE Cimmaron Environmental Response Trust P&ID NOTES AND LEGEND project 142089 contract drawing BMCD-GWREMED-P001 rev.

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 ELECTRICAL ABBREVIATIONS A

-AMPERE, AMP AC

-AIR CONDITION AF

- AMP FRAME AFF

-ABOVE FINISHED FLOOR AFG

- ABOVE FINISHED GRADE A.L

- ANALOG INPUT ANLZ.

- ANALYZER AT

-AMP TRIP ATS

- AUTOMATIC TRANSFER SWITCH APPROX - APPROXIMATELY BFG

- BELOW FINISHED GRADE BOD

- BOTTOM OF DUCT B

- BUZZER C

-CONDUIT CKT

-CIRCUIT CL2

-CHLORINE CONT

- CONTINUATION CNTL

- CONTROL CPP

- CONTROL POWER PANEL CPU

- COMPUTER CR

- CONTROL RELAY DED

- DEDICATED DCS

- DISTRIBUTED CONTROL SYSTEM DIST

- DISTRIBUTION DIV

- DIVISION EC

- ELECTRICAL CONTRACTOR ELEC

- ELECTRICAL EM

- STANDBY, ALTERNATE POWER CIRCUIT EMT

- ELECTRICAL METAL TUBING ENCL

- ENCLOSURE F

-FUSE GD

-GRADE G

- GROUND GFI

- GROUND FAULT INTERRUPTER GL

- GROUND LUG GND

- GROUND ID

- INSIDE DIAMETER I/O

-INPUT/OUTPUT KVA

-KILOVOLTAMPERE KV

- KILOVOLT KW

- KILOWATT LFMC

- LIQUID TIGHT FLEX METAL CONDUIT M

- MAGNETIC CONTACTOR MAX

- MAXIMUM MCB

- MOLDED CASE CIRCUIT BREAKER/MAIN MCC

- MOTOR CONTROL CENTER MCP

- MOTOR CIRCUIT PROTECTOR MLO

- MAIN LUG ONLY MIN

-MINIMUM MPS

- MOTOR PROTECTION SWITCH N2

- NITROGEN NEC

- NATIONAL ELECTRIC CODE NF

- NON FUSED OD

- OUTSIDE DIAMETER OEM

- ORIGINAL EQUIPMENT MANUFACTURER P

-POLE PC

- POWER CONNECTION BOX PH

- PHASE PLC

- PROGRAMMABLE LOGIC CONTROLLER PP

- POWER PANEL PVC

- POLYVINYL CHLORIDE PWR

- POWER R

- ALARM LIGHT RGS

- RIGID GALVANIZED STEEL CONDUIT RX

- RECEIVER SP

- SPARE SPD

- SURGE PROTECTIVE DEVICE SW

- SWITCH TB

-TERMINAL BLOCK TEMP

- TEMPERATURE TOS

- TOP OF STEEL TYP

- TYPICAL TX

- TRANSMITTER UDS

- UTILITY DISTRIBUTION SYSTEM UPS

- UNINTERRUPTIBLE POWER SUPPLY UV

- ULTRA-VIOLET V

-VOLT VA

-VOLT AMPS VAC

- VOLTAGE ALTERNATING CURRENT VDC

- VOLTAGE DIRECT CURRENT W

- WIRE, WATT WP

- WEATHERPROOF XFMR

-TRANSFORMER INSTRUMENTATION ABBREVIATIONS C

- COMMON OR CONDUCTOR CONC.

- CONCRETE CR

- CONTROL RELAY DC

-DIRECT CURRENT DISC

- DISCONNECT DWG

- DRAWING FE

- FLOW ELEMENT FIN.

-FINISH FM

- FLOW METER FT

-FLOW TRANSMITTER I/O

-INPUT/OUTPUT LSH

- LEVEL SWITCH HIGH NC

- NORMALLY CLOSED NO

- NORMALLY OPEN NO.

-NUMBER PT

- PRESSURE TRANSMITTER PS

- PRESSURE SWITCH REQ'D

-REQUIRED TP

-TWISTED PAIR (CABLE)

TSP

- TWISTED SHIELDED PAIR (CABLE)

DC

-DIRECT CURRENT date by ckd l description POWER O'

30/3 30AF/3 IKH 30/3/1 30/3 0

-E-NON-FUSED DISCONNECT. SUBSCRIPT DENOTES AMPERE FRAME RATING AND NUMBER OF POLES.

MH 4-0" AFF UNLESS OTHERWISE NOTED.

FUSED DISCONNECT. SUBSCRIPT DENOTES FUSE RATING AND NUMBER OF POLES.

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

CONTACTOR. SUBSCRIPT DENOTES AMPERE RATING AND NUMBER OF POLES. MH 4'-0" AFF UNLESS OTHERWISE NOTED MOTOR STARTER. MH 4'-0" AFF UNLESS OTHERWISE NOTED JUNCTION BOX CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT CAPPED CONDUIT TEE CONDUIT COUPLING CONTROL OR POWER PANEL 0

MANHOLE OR HANDHOLE PULL BOX ELECTRIC HEAT TRACING

[j]

TRANSFORMER (T)

ELECTRICAL PANELBOARD INSERT DENOTES PANEL NAME CONTROL POWER PANEL: CPP POWER OR DISTRIBUTION PANEL: PP, DP SWITCHGEAR: SG AUTOMATIC TRANSFER SWITCH: ATS PRE-WIRED CONTROL PANEL: PWCP PROGRAMMABLE LOGIC CONTROLLER: PLC GROUNDING GROUNDING CONDUCTOR BURIED OR CONCEALED GROUNDING CONDUCTOR EXPOSED LIQUID FLEXIBLE METAL CONDUIT WELDED GROUND CONNECTION COMPRESSION/BOLTED GROUND CONNECTION GROUND ROD - 03/4" x 10', COPPER CLAD GROUND TEST WELL PIGTAIL FOR EQUIPMENT/ STRUCTURE CONNECTION 18" LIGHTNING AIR TERMINAL MISCELLANEOUS

©

© EF xey

© GS E3 ns m

ED e

<D LEVEL TRANSMITTER TEMPERATURE TRANSMITTER THERMOSTAT PUMP TEMPERATURE INDICATOR TERMINAL BOX LEVEL INDICATOR FLOW METER FLOW TRANSMITTER PRESSURE TRANSMITTER PRESSURE SWITCH FLOW SWITCH LEVEL SWITCH EQUIPMENT TAG CALL OUT KEYED NOTE ONE-LINE DIAGRAMS l SWITCH TAG

' 30A 3P (20A)

SWITCH TAG 30A 3P I BREAKER TAG

) 15 AT I (20)AF

© XFMR TAG 150 KVA Yi A

TAG SIZE 0 VFD TAG VFD 1 HP 1-------- (3R)

FT FT TAG e l E-1 [vt cl C-1 lvT PP-1

[480]

1PH, 200A3W 18kA MLO PP-1

[480]

1PH, 200A 3W 18kA MCB [100A]

DISCONNECT SWITCH, FUSED 30 = FRAME RATING 3 = POLES (20) = FUSE AMPERE RATING DISCONNECT SWITCH, NON-FUSED 30 = FRAME RATING 3 = POLES MOLDED CASE CIRCUIT BREAKER OR MOTOR CIRCUIT PROTECTOR 15 = TRIP RATING (20) = FRAME RATING MOTOR

  1. = MOTOR TAG 1 = HORSEPOWER (HP)

GENERATOR AUTOMATIC TRANSFER SWITCH TRANSFORMER RATING GROUNDED WYE CONNECTED DELTA CONNECTED MOTOR STARTER AND OVERLOAD 0 - STARTER SIZE ELECTRIC HEATER UTILITY METER TRANSIENT VOLTAGE SURGE SUPPRESSION ELECTRICAL CABLE INSERT DENOTES CABLE NUMBER POWER: P CONTROL: C VARIABLE FREQUENCY DRIVE 1 = HORSEPOWER RATING (3R) = NEMA RATING FLOW TRANSMITTER ELECTRICAL TRANSITION VAULT E = ELECTRICAL VT = VAULT E-1 = TAG COMMUNICATION TRANSITION VAULT C = ELECTRICAL VT = VAULT C-1 = TAG PANELBOARD PP_1 = pp _ PANELBOARD; 1-TAG

[480] = VOLTAGE 1PH, 200A3W= PHASE, BUS SIZE (AMP)

WIRE CONFIGURATION 18kA = SHORT CIRCUIT CURRENT RATING MLO = MAIN LUG ONLY PANELBOARD pp-1 = pp _ PANELBOARD; 1-TAG

[480] = VOLTAGE 1PH, 200A3W= PHASE, BUS SIZE (AMP)

WIRE CONFIGURATION 18kA = SHORT CIRCUIT CURRENT RATING MCB = MAIN CIRCUIT BREAKER, [AMP RATING]

ELECTRICAL CALLOUT SYMBOLS ONE ORTWO CHARACTER DISCIPLINE DESIGNATOR (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON DRAWINGS WITHIN THE SAME DISCIPLINE) -----------

LETTER OR NUMBER DESIGNATOR DRAWING SEQUENCE NUMBER INDICATES WHERE TITLE IS LOCATED (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON THE SAME DRAWING)

SECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS

- THE WORD "SECTION" MAY BE REPLACED WITH "ELEVATION" OR "DETAIL" SECTION SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE SECTION CALLOUT EXAMPLE v^AOOiy ELEVATION CALLOUT EXAMPLE DETAIL CALLOUT EXAMPLE SECTION, DETAIL, AND ELEVATION IDENTIFICATION SYSTEM A 03/31/20 ACH SJD ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

  • BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed A. HIMES detailed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL LEGEND & ABBREVIATION project 142089 contract drawing BMCD-GWREMED-E001 rev.

A sheet of sheets file EOOl.dwg Z:\\CLIENTS\\ENS\\CERTYI29852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\ELECTRICAL\\E001.DWG 8/17/2022 9:25 AM EAPULCHER

le For Microfilming 12 13 GENERAL NOTES:

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.

A 03/31/20 by ACH ckd SJD description ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS xVM£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed A. HIMES detailed A. HIMES checked S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL GENERAL NOTES project 142089 contract drawing BMCD-GWREMED-E002 rev.

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

Scale For Microfilming UPDATED TOPOGRAPHIC' SURVEY LIMITS

^935.

FORMER BURIAL JAREA 1 (BA1)

^DISPOSAL TRENCHES GE-WAA-01 lEXTSTINGi L POND SITE ;

'ACCESS' kOAD 1

[EXTSTINGj

....POND...

'OG&E EASEMENT UPDATED TOPOGRAPHIC SURVEY LIMITS, TYP.

"UPDATED TOPOGRAPHIC ISURVEY LIMITS, TYP.

(FORMER URANIUM POND 2 (UP2)

[FORMER URA POND 1 (UP1)

'FORMER BURIAL jAREA #2

"'FORMER BURL

/AREA #3 bld g.

[WATER I

'VALVES; PROJECT CONTROL POINTS' ELEVATION (AMSL)

MONITORING WELL

[APPROX. LOCATION/?

\\FRENCH DRAIN

\\ ? j

[pipe 1 u/

m mi/i/ nm 1.

/P \\ /(ON SITE DISPOSAL/

NORTHING EASTING POINTS 2091691 321342 2091814 2091977 BLDG.

"LOCATION PROVIDED IS TO A BOLT LOCATED IN WELL PADS.

.EX. BLDG.

ACCESS'

'ROAD ]

.OG&E EASEMENT APPROX, loc ati on !

OF WATER VALVE vau lt og &b easeme nt ;

A 08/16/22 MRC JRH description ISSUED FOR PRELIMINARY DESIGN NORTH PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VV.MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed SEPTEMBER 2022 M. CARLIN designed B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust EXISTING CONDITIONS project 142089 contract drawing BMCD-GWREMED-C001 rev.

A sheet of sheets 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 A

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Scale For Microfilming

Scale For Microfilming 11 12 E =

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WESTERN AREA TREATMENT DISCHARGE PIPE (6" HDPE)

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MATCH LINE C003 MATCHLINE C004 O 0 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.

SCALE IN FEET 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 M. CARLIN designed B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust WESTERN ALLUVIAL AREA SITE PLAN project contract 142089 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

Scale For Microfilming 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 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked J. HESEMANN Cimarron Environmental Response Trust WESTERN AREA SITE PLAN project 142089 contract drawing BMCD-GWREMED-C004 6363 rev.

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

Scale For Microfilming 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

^BURNS vVM£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked 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

Scale For Microfilming 13

  • I =

I 1

TRENCH TO WAA WA EXTRACTION LINE WATF POWER SUPPLY FROM OVERHEAD POWER AND WA WELLFIELD POWER SUPPLY FROM WATF WA TREATMENT DISCHARGE PIPE 8" HDPESDR 17 INSTALL 42" RCP STORM SEWER PIPE WITH FLARED END SECTIONS, 156 LF AT 6.1% SLOPE, INSTALL D50=12" RIPRAP UPSTREAM AND DOWNSTREAM AS SHOWN, UNDERLAIN WITH 10 OZ./SY GEOTEXTILE INSTALL 3" HDPE SDR 11 WATER SERVICE PIPE ROAD IMPROVEMENTS, 20' WIDTH, TYP. (SEE TYP. SECTION A, SHEET C107)

WA GROUNDWATER INJECTION SKID (SEE SHEET C008)

  • TRENCH TO BA1 EFFLUENT CONVEYANCE PIPING TO BA1 GROUNDWATER CONVEYANCE PIPING FROM BA1 BURIED DOWNSPOUT DISCHARGE LINES (SEE NOTE 8)

TRENCH TO UTILITIES ALONG HIGHWAY 74 SCALE IN FEET no. l date l by l ckd J 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. SUBCONTRACTOR SHALL CLEAR 15 FEET EACH SIDE ALONG FUTURE OVERHEAD POWER LINE ALIGNMENT.
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 EXTRACTION AND INJECTION TRENCH DETAILS.
6. PROVIDE PULL BOXES EVERY 500' (MAX.)

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

7. REFER TO C006 AND C008 FOR FUTURE GRADING OF FACILITY AREAS.
8. MATCH GUTTER DIAMETER AND DIMENSIONS. MAINTAIN MINIMUM SLOPE^

OF 0.1% TO MAINTAIN POSITIVE DRAINAGE.

PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS VVM£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked J. HESEMANN Cimarron Environmental Response Trust WESTERN AREA TREATMENT FACILITY SITE PLAN project 142089 contract drawing BMCD-GWREMED-C007 rev.

A 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

Scale For Microfilming GROUNDWATER CONVEYANCE PIPING TO WATF -

6" HDPESDR11 BA1 EXTRACTION LINE R=52.33' STUB UP PIPE 90° WITH FLANGE CONNECTION FITTING 12" ABOVE ^INJECTION SUPPLY GRADE, (REFER TO VEOLIA fePIPE FR0M DESIGN DRAWINGS) FOR CONNECTION TO TANKS FROM STUB-UP, TYP.

POWER POLE WITH POLE-MOUNTED TRANSFORMERS, METER, AND RACK WITH 2 DISCONNECTS, REFER TO ELECTRICAL DRAWING E103 FOR DETAILS HIGH VOLTAGE OVERHEAD POWER (BY UTILITY, SEE NOTE 4)

R=68.01 R=48.31' EXISTING ROAD BURIAL AREA 1 REMEDIATION FACILITY GRADING PLAN FIBER OPTIC COMMUNICATION CABLE TO TERMINATE IN FIBER PATCH PANEL LOCATED INSIDE INJECTION ENCLOSURE BURIAL AREA 1 REMEDIATION FACILITY BA1 POWER SUPPLY DUCT BANK TO WELL FIELD (REFER TO ELECTRICAL DRAWINGS FOR DETAILS)

INSTRUMENTATION TO WELL FIELD SITE PLAN SCALE IN FEET SCALE IN FEET 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 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. SUBCONTRACTOR SHALL CLEAR 15 FEET EACH SIDE ALONG FUTURE OVERHEAD POWER LINE ALIGNMENT.
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 EXTRACTION AND INJECTION TRENCH DETAILS.
6. PROVIDE PULL BOXES EVERY 500' (MAX.)

FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.

7. PAVEMENT TO BE SPECIFIED BY VEOLIA GRADES SHOWN REPRESENT PAVEMENT SUBGRADE SURFACE (9.8" LOWER THAN FINISHED, PAVED SURFACE).

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 B. WEIS checked J. HESEMANN Cimarron Environmental Response Trust BURIAL AREA 1 REMEDIATION FACILITY SITE PLAN project contract 142089 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

Scale For Microfilming 12 BURIAL AREA 1 REMEDIATION INJECTION SKID SCALE IN FEET 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 BURNS

^MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked J. HESEMANN Cimarron Environmental Response Trust BURIAL AREA 1 REMEDIATION INJECTION SKID project 142089 contract drawing BMCD-GWREMED-C010 rev.

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

Scale For Microfilming 11 12 13

(£ AS SHOWN IN PLAN VIEW BELOW 1" TO 3" DIA. CLEAN GRANULAR RIVER GRAVEL DRAINAGE MATERIAL D50=18" RIPRAP EXCAVATED SURFACE WRAP GRAVEL AND PIPE WITH US FABRICS US 120 NW GEOTEXTILE FABRIC 90° (TYP.)

l 2'-0" 6" DIA.

PERFORATED NOTES: 0 12" 5/8" PERFORATIONS

1. GENTLY PLACE RIPRAP OVER PIPE SECTION, DO NOT DROP RIPRAP ON DRAINAGE MATERIAL.
2. 1" TO 3" CLEAN GRAVEL SHALL HAVE LESS THAN 1% PASSING NO. 4 SIEVE. SUBMIT GRADATION TO ENGINEER PRIOR TO PROCUREMENT.

E O O o ; o o F CO

\\ -

4" OF 1 "-3" CLEAN GRAVEL OVER GEOTEXTILE

- 6" DIA.

PERFORATED HDPE SDR21 W/ 8 TOTAL ROWS, 4 AT 90° STAGGERED, 5/8" DIA., 12" C-C STAGGERED 6" INSTALL WYE CLEANOUT WITH 45 DEGREE BEND AND THREADED CAP AT SURFACE 3-0" D50=18" RIPRAP 4" WELL GRADED GRAVEL BEDDING US 300 NW GEOTEXTILE FABRIC (US FABRICS)

APPROX. TOP OF BEDROCK SURFACE 6" X 6" TEE 6" PERFORATED HDPE PIPE SDR 21 1" TO 3" CLEAN RIVER ROCK TYPICAL 1206 DRAINAGE AREA CHANNEL PIPE SECTION f 1 NOT TO SCALE TYPICAL 1206 DRAINAGE AREA PIPE PERFORATION DETAIL NOT TO SCALE 0

1206 INJECTION PIPE SECTION NOT TO SCALE 0

NOTES:

1. EXCAVATE AREAS SHOWN WITHIN BOUNDARY TO REMOVE ALL SEDIMENT TO BEDROCK.

BOUNDARY SHOWN IS APPROXIMATE.

2. FROM BOUNDARY TAPER EXCAVATIONS TO EXISTING GRADES AT MAX 3H:1V SLOPE.
3. APPROX. EXCAVATION DEPTHS BASED ON LIMITED FIELD INVESTIGATION.
4. SEE GENERAL NOTE 22 ON SHEET G001 REGARDING MIXING AND SPREADING OF EXCAVATED 1206 AREA SOILS.

985 100' SCALE IN FEET 100' 200-SCALE IN FEET PLAN VIEW 985 STATION EAST EXCAVATION PROFILE (APPROX.)

STATION 0

WEST EXCAVATION PROFILE (APPROX.)

0 no. l date l by l ckd l description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

^BURNS

^wMSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked J. HESEMANN Cimarron Environmental Response Trust 1206 DRAINAGE AREA REMEDIATION PLAN project 142089 contract drawing BMCD-GWREMED-C011 rev.

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

Scale For Microfilming 11 12 13 j =

I "=

Z:\\CLIENTS\\ENS\\CERT\\129852_CERT-DECOM2021\\DESIGN\\CADD\\DWGS\\CIVIL\\C012 UPLAND ACCESS ROADS.DWG 8/22/2022 3:28:32 PM EAPULCHER no. l date l by l ckd l description A 08/19/22 MRC JRH ISSUED FOR PRELIMINARY DESIGN 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 SEPTEMBER 2022 designed B. WEIS detailed M. CARLIN checked J. HESEMANN Cimarron Environmental Response Trust UPLAND ACCESS ROADS project 142089 contract drawing BMCD-GWREMED-C012 rev.

A sheet of sheets file C012 UPLAND ACCESS ROADS.DWG

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