ML21076A501
| ML21076A501 | |
| Person / Time | |
|---|---|
| Site: | 07000925 |
| Issue date: | 02/26/2021 |
| From: | Environmental Properties Management, Enercon Services, Burns & McDonnell Engineering Co, Veolia Nuclear Solutions Federal Services |
| To: | Office of Nuclear Material Safety and Safeguards, Cimarron Environmental Response Trust, NRC Region 4 |
| Shared Package | |
| ML21076A479 | List:
|
| References | |
| Download: ML21076A501 (30) | |
Text
{{#Wiki_filter:Cimarron Environmental Response Trust Groundwater Remediation Harper W;uhington Logan County, Oklahoma FEBRUARY 2021 120832 ONE OR TWO CHARACTER LETTER OR Preliminary Design Drawings NUMBER DESIGNATOR DISCIPLINE DESIGNATOR (MAY NOT BE PRESENT IF GENERAL DRAWINGS CIVIL DRAWINGS CONTINUED CALLOUT AND TITLE ARE DWG. NO. DWG. NO. ~ F--- - - - - - - - - - - - --+- - - - - - = - - - - - - -~ ~ ON DRAWINGS WITHIN THE DRAWING SEQUENCE NUMBER .!!!1.5. DWG.NO. INDICATES WHERE TITLE IS COVER-INDEX BMCD-GWREMED-P201 WATER TREATMENT DESIGN BASIS
SUMMARY
BMCD-GWREMED-C110 MISCELLANEOUS DETAI LS - SHEET 3 SAME DISCIPLINE) _ ___/ LOCATED (MAY NOT BE - INFLUENT CHARACTERISTICS - PHASE I PRESENT IF CALLOUT AND BMCD-GWREMED-G001 GENERAL NOTES BMCD-GWREMED-C111 MISCELLANEOUS DETAILS - SHEET 4 TITLE ARE ON THE SAME BMCD-GWREMED-P201 WATER TREATMENT DESIGN BASIS
SUMMARY
BMCD-GWREMED-G002 NOTES , LEGEND AND ABBREVIATIONS - INFLUENT CHARACTERISTICS DRAWING) BMCD-GWREMED-C200 WESTERN AREA TREATMENT FACILITY AND BURIAL AREA 1 SECTIONS , AND WATF UTILITY TRENCH PROFILE CIVIL DRAWINGS BMCD-GWREMED-P202 WATER TREATMENT DESIGN BASIS
SUMMARY
SECTION. DETAIL. AND ELEVATION - EFFLUENT CRITERIA- SHEET 1 - PHASE I BMCD-GWREMED-C300 STRUCTURAL GENERAL NOTES SYMBOL IDENTIFIERS DWG.NO. .!!!!.5. BMCD-GWREMED-C001 EXISTING CONDITIONS STRUCTURAL FOUNDATION AND PLATFORM PLANS AND BMCD-GWREMED-P202 WATER TREATMENT DESIGN BASIS
SUMMARY
BMCD-GWREMED-C301
- EFFLUENT CRITERIA- SHEET 1 SECTIONS BMCD-GWREMED-C002 OVERALL SITE PLAN AND SHEET LAYOUT KEY BMCD-GWREMED-C302 STRUCTURAL STANDARD DETAILS BMCD-GWREMED-P203 WATER TREATMENT DESIGN BASIS
SUMMARY
BMCD-GWREMED-C003 PARTIAL SITE PLAN - NORTH - EFFLUENT CRITERIA - SHEET 2 BMCD-GWREMED-C004 PARTIAL SITE PLAN - SOUTH MECHANICAL DRAWINGS BMCD-GWREMED-P204 WATER TREATMENT DESIGN BASIS
SUMMARY
PROJECT LOCATION
- INJECTION CRITERIA BMCD-GWREMED-C005 PARTIAL SITE PLAN - EAST DWG. NO. .!!!!.5. ADDRESS:
BMCD-GWREMED-M101 EXTRACTION WELUSUMP AND VAULT DETAILS BMCD-GWREMED-P205 GROUNDWATER EXTRACTION AND INJECTION 100 NORTH HIGHWAY 74 SECTION CALLOUT EXAMPLE BMCD-GWREMED-C006 WESTERN AREA TREATMENT FACILITY GRADING FLOW RATE
SUMMARY
GUTHRIE , OK 73044 PLAN AND LAYOUT BMCD-GWREMED-M102 INJECTION AND EXTRACTION WELL DETAILS BMCD-GWREMED-C007 WESTERN AREA TREATMENT FACILITY SITE PLAN BMCD-GWREMED-M103 WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT ELECTRICAL DRAWINGS LEGAL DESCRIPTION: NE, NW, & SW 1/4 Sec. 12, T16N R4W DWG. NO. ..!!,ll&_ I.M. , NE 1/4 Sec. 11, T16N R4W 1.M., BMCD-GWREMED-C00B WESTERN AREA TREATMENT INJECTION SKID BMCD-GWREMED-M104 WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT ELEVATION BMCD-GWREMED-E001 ELECTRICAL LEGEND AND ABBREVIATION Sec. 1 & 2 South of River, T16N R4W 1.M. BMCD-GWREMED-C009 BURIAL AREA 1 TREATMENT FACILITY SITE PLAN BMCD-GWREMED-M105 BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT BMCD-GWREMED-E002 ELECTRICAL GENERAL NOTES BMCD-GWREMED-C010 BURIAL AREA 1 TREATMENT INJECTION SKID BMCD-GWREMED-M20 1 CONSTRUCTION DETAILS INDEX - EXTRACTION BMCD-GWREMED-E101 ELECTRICAL SINGLE LINE WATF DETAIL CALLOUT EXAMPLE WELLS/SUMPS BMCD-GWREMED-C011 1206 DRAINAGE AREA REMEDIATION PLAN BMCD-GWREMED-E102 ELECTRICAL SINGLE LINE RTU PLATFORM NOT TO SCALE BMCD-GWREMED-M202 CONSTRUCTION DETAILS INDEX - INJECTION WELLS
~
BMCD-GWREMED-C012 UPLAND ACCESS ROADS BMCD-GWREMED-E103 ELECTRICAL SINGLE LINE BA 1 BMCD-GWREMED-M203 PUMP SELECTION INDEX - EXTRACTION WELLS/SUMPS BMCD-GWREMED-C013 WESTERN ALLUVIAL ACCESS ROAD PLAN SHEET 1 BMCD-GWREMED-E104 CABLE AND CONDUIT SCHEDULE - SHEET 1 ELEVATION CALLOUT EXAMPLE BMCD-GWREMED-C014 WESTERN ALLUVIAL ACCESS ROAD PLAN SHEET 2 PROCESS DRAWINGS BMCD-GWREMED-E105 CABLE AND CONDUIT SCHEDULE - SHEET 2 BMCD-GWREMED-E106 CABLE AND CONDUIT SCHEDULE - SHEET 3 BMCD-GWREMED-C101 EXTRACTION TRENCH DETAILS DWG. NO. .!!!1.5. THE WORD "SECTION" BMCD-GWREMED-C102 INJECTION TRENCH DETAILS - SHEET 1 BMCD-GWREMED-P001 P&ID NOTES AND LEGEND BMCD-GWREMED-E107 PANELBOARD SCHEDULE MAYBE REPLACED WITH "ELEVATION" OR "DETAIL"
/ BMCD-GWREMED-C103 INJECTION TRENCH DETAILS - SHEET 2 BMCD-GWREMED-P101 WESTERN AREA GROUNDWATER EXTRACTION SYSTEM BMCD-GWREMED-E201 ELECTRICAL DETAIL SHEET 1 - CONNECTION P&ID DETAILS SECTION 001 BMCD-GWREMED-C104 INJECTION TRENCH DETAILS - SHEET 3 BMCD-GWREMED-P102 BURIAL AREA 1 GROUNDWATER EXTRACTION SYSTEM BMCD-GWREMED-E202 ELECTRICAL DETAIL SHEET 2 - DUCT BANK BMCD-GWREMED-C105 PIPE & CONDUIT TRENCH SECTIONS - SHEET 1 P&ID DETAILS SECTION DETAIL OR ELEVATION TITLE EXAMPLE BMCD-GWREMED-C106 PIPE & CONDUIT TRENCH SECTIONS - SHEET 2 BMCD-GWREMED-P103 WESTERN AREA GROUNDWATER INJECTION SYSTEM BMCD-GWREMED-E203 ELECTRICAL DETAIL SHEET 3 - EQUIPMENT P&ID - SHEET 1 LOCATIONS SECTION. DETAIL 1 AND ELEVATION BMCD-GWREMED-C107 OUTFALL DETAILS BMCD-GWREMED-P104 WESTERN AREA GROUNDWATER INJECTION SYSTEM BMCD-GWREMED-E204 ELECTRICAL COMMUNICATION SYSTEM IDENTIFICATION SYSTEM P&ID - SHEET 2 ARCHITECTURE - SHEET 1 BMCD-GWREMED-C108 MISCELLANEOUS DETAILS -SHEET 1 BMCD-GWREMED-C109 MISCELLANEOUS DETAILS -SHEET 2 BMCD-GWREMED-P105 BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM P&ID BMCD-GWREMED-E205 ELECTRICAL COMMUNICATION SYSTEM ARCHITECTURE - SHEET 2 no.I date I by I ckd I description A 2/22/21 EAA JRH ISSUED FOR ~BURNS
~MSDONNELL PRELIMINARY - NOT Cover-Index PRELIMINARY DESIGN FOR CONSTRUCTION
GENERAL NOTES:
- 1. THE PROJECT SITE IS OWNED BY ENVIRONMENTAL PROPERTIES MANAGEMENT , LLC . ADDRESS 100 NORTH HIGHWAY 74, GUTHRIE , OK 73044 ,
CIVIL NOTES : no .I date I by I ckd I description
- 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
PHONE: 405-642-5152. A 1 1/8/21 I EAA I JRH IISSUED FOR
- 2. PRIOR TO FILL MATERIAL PROCUREMENT , SUBCONTRACTOR SHALL SUBMIT TO CONTRACTOR DOCUMENTATION DEMONSTRATING ALL IMPORTED PRELIMINARY DESIGN
- 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 OWNERS . TRAFFIC MANAGEMENT SHALL BE SUBJECT TO CONTRACTOR'S APPROVAL . 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. 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 , T HICKNESS , 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 PER MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. THE SUBCONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ACCESS ROAD NOTES PROPER HANDLING AND INSTALLATION OF EQUIPMENT AND MATERIALS. 1. MIRAFI RS580i WOVEN GEOTEXTILE OR ENGINEER APPROVED EQUIVALENT SHALL BE PLACED ON THE PREPARED SUBGRADE AND STRETCHED AS
- 7. SUBCONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND TIGHT AND AS FLAT AS PRACTICAL.
ADJACENT TO THE SITE. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLAIMS RESULTING FROM HIS/HER ACTIONS AND ACTIVITIES . 2. THE GEOTEXTILE SHALL BE LAID IN THE DIRECTION OF CONSTRUCTION TRAFFIC AND PER MANUFACTURER'S RECOMMENDATIONS. GEOTEXTILE VISITS TO THE SITE BY OWNER AND CONTRACTOR SHALL NOT RELIEVE THE SUBCONTRACTOR OF SUCH RESPONSIBILITY . PANELS SHOULD BE OVERLAPPED BOTH SIDE-TO-SIDE AND END-TO-END . OVERLAP SHALL BE PER MANUFACTURER'S SPECIFICATIONS OR A
- 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 A ND 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. SO IL, ROCKS , OR PINS A PPROVED BY ENGIN EER CAN B E USED TO HO LD FA BRIC EDGES AN D 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 T HE CONFORM TO THE CURVE.
WORK. SUBCONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE AND OTHER DOCUMENTATION REQUIRED BY JURISDICTIONAL AGENCIES BEFORE PERFORMING THE W ORK. 5. THE INITIAL LIFT OF AGGREGATE SHALL BE PLACED , SPREAD AND COMPACT ED ON THE GEOTEXT ILE FABRI C IN A 6-INCH LIFT. DO NOT OPERATE 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 CONTRAC TOR, AND RESTORE IN ACCORDANCE WITH NOTES ABOVE .
THE CONTRACT DOCUMENTS . THESE NOTES NEITHER REPLACE NOR OVERRIDE THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT
- 7. SEE SHEET C300 FOR CONCRETE NOTES.
DOCUMENTS.
- 14. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY SHOP DRAWINGS PROVIDED BY SUPPLIERS . ALL SHOP DRAWINGS PROVIDED COORDINATION AND COMMUNICATION:
BY OTHERS SHALL BE SUBMITTED TO THE CONTRACTOR FOR REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF 1. SUBCONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT , SUBJECT TO THE APPROVAL OF THE CONTRACTOR AND NON-RETURNABLE STOCK. DIMENSIONAL REVIEW IS THE SUBCONTRACTOR'S RESPONSIBILITY. OWNER , WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE s . UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THE CONTRACT DOCUMENTS MAY ARISE DURING CONSTRUCTION . IT IS THE 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 ! 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 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.
~-~ 16. :~~:~;:~:l~::~~~E::T~~::~;:~:A~~~~~ ON~S 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. 2. SUBCONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL PRELIMINARY AND UPDATED CONSTRUCTION PROGRESS SCHEDULES , PROCUREMENT ~-=- 17. ALL WORK SHOWN IS IN APPROXIMATE LOCATIONS. THE SUBCONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH SCHEDULES , SCHEDULE OF SUBMITTALS AND SCHEDULE OF VALUES WITH INPUT AND COMMITMENTS FROM SUBCONTRACTORS AND SUPPLIERS.
-i 18. THE EXISTING CONDITIONS BEFORE SUBMITTING HIS/HER BID . 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 3. 4. 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. THE SUBCONTRACTOR SHALL COORDINATE ACCESS DURING CONSTRUCTION WITH CONTRACTOR , OWNER, AND ADJACENT SITE PROPERTY PRELIMINARY - NOT SECURITY , 3) MODIFY , RELOCATE , AND EXTEND SYSTEMS AS WORK PROGRESSES , REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF OWNERS . FOR CONSTRUCTION
} 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 MAT ERIALS AND EQUIPMENT. SUBCONTRACTOR'S CONSTRUCTION LAYOUT AND SURVEYING NOTES:
- 1. SUBCONTRACTOR SHALL PROVIDE NEATLY RED MARKED DRAWINGS IDENTIFYING ANY MODIFICATIONS TO T HE CONTRACT DOCUMENTS AND ~BURNS STAGING AREA SHALL BE APPROVED BY CONTRACTOR OR OWNER. SUBCONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE INDICATING CONFORMANCE TO CONSTRUCTION RECORD CONDITIONS TO THE CONTRACTOR UPON COMPLETION OF THE WORK.
"-.M£DONNELL DIRECTION OF CONTRACTOR OR OWNER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE PROJECT SITE .
- 2. THE CONTRACTOR SHALL REVIEW COMPLETENESS, ACCURACY , AND FORMAT OF SUBMITTED RECORD DRAWINGS . IF THE RECORD DRAWINGS
- 20. REQUESTS FOR INFORMATION (RFls) SHALL INCLUDE A DETAILED , LEGIBLE DESCRIPTION OF THE ITEM NEEDING INTERPRETATION. ARE CONSIDERED UNACCEPTABLE, THEY SHALL BE RETURNED TO THE SUBCONTRACTOR FOR CORRECTION AND RESUBMITTED AT 9400 WARD PARKWAY KANSAS CITY, MO 64114 CONTRACTOR WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED , AND ISSUE A RES PONSE TO SUBCONTRACTOR. SUBCONTRACTOR'S EXPENSE . 816-333-9400 21 . SUBMITTALS SHALL BE APPROVED BY CONTRACTOR PRIOR TO THE INSTALLATION OF PRODUCTS ON-SITE. SUBCONTRACTOR'S INSTALLATION OKLAHOMA FIRM LICENSEE NO . 421
- 3. SUBCONTRACTOR SHALL MAKE AVAILABLE ALL SURVEYS IN AUTOCAD 2018 (OR NEWER) FORMAT AND SHALL PROVIDE SURVEY POINTS IN .CSV OF UNAPPROVED PRODUCTS IS AT SUBCONTRACTOR'S RISK AND COST. date detailed FILE FORMAT.
JANUARY 2021 E. AHLEMEYER
- 22. SUBCONTRACTOR SHALL MIX CLEAN INJECTION TRENCH SPOILS WITH 1206 SPOILS UNTIL HOMOGENEOUS AND PLACE IN 12" LIFTS.
- 4. CONTRACTOR MAY DIRECT SUBCONTRACTOR TO ALTER THE ALIGNMENTS , LENGTHS , AND DEPTHS OF INJECTION AND EXTRACTION TRENCHES SUBCONTRACTOR SHALL ALSO MIX CLEAN INJECTION TRENCH SPOILS WITH GETR-WU-02 SPOILS UNTIL HOMOGENOUS AND PLACE IN 12" designed checked BASED ON FIELD OBSERVATION .
LIFTS. RADIOLOGICAL TESTING WILL BE COMPLETED BY OTHERS AND IS SUBJECT TO APPROVAL BEFORE PROCEEDING TO THE NEXT LIFT. 8 . WIEIS J. HESEMANN CONTRACTOR TO OBSERVE AND PROVIDE GUIDANCE. 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.
- 23. IF ANY DISCREPANCIES ARE NOTED BETWIEEN THESE CONSTRUCTION DOCUMENTS AND INFORMATION PROVIDED OR AN 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 CONST RUCTION ACTIVITIES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE BY IMPLEMENTING APPROPRIATE CONTROL MEASURES . DUST SHALL BE ELIMINATED FROM STOCKP ILED SOILS , UNPAVED ROADS , ETC . BY THE project 120832 I contract 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 . 29 . ALL INJECTION SUPPLY PIPE BENDS SHALL BE SWEEP FITTINGS. BMCD-GWREMED-G001 - A sheet 2 of 32 sheets I file G001 GEN-NOTES-AB .DWG
I EROSION CONTROL NOTES: LEGEND ABBREVIATIONS : no.I date I by I ckd I description
- 1. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL UTILITY TRENCH ALIGNMENT APPROX . APPROXIMATE A 13/31/20 IBCW I RTB ISSUED FOR 90%
SWPPP STORMWATER POLLUTION (APPLIES TO C002 ONLY) 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
--- C ---
CONDUIT/ CABLE
- 2. CONTRACTOR WILL PROVIDE THE STORM WATER POL LUTION PREVENTION PLAN (SWPPP) TO SUBCONTRACTOR. TYP . TYPICAL 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 FIBER OPTIC SUBCONTRACTOR'S EXPENSE THROUGHOUT ALL PHASES OF THE CONTRACT WORK. NOTIFY CONTRACTOR OF ANY
-FO---FO-CONDUIT/ CABLE u URANIUM C CENTER LINE DISTURBANCES THAT ARE BEYOND THE PLANNED LIMITS OF CONSTRUCTION ACTIVITIES .
L VNSFS VEOLIA NUCLEAR SOLUTIONS
-E--E- BURIED ELECTRICAL
- 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 FEATURES ARE NOT BIODEGRADABLE. REMOVAL SHALL NOT OCCUR UNTIL VEGETATION OR PERMANENT CONTROL GROUNDWATER
- ET - - ET - CP . CONTROL POINT WA WESTERN AREA MEASURES HAVE BEEN ESTABLISHED. EXTRACTION TRENCH 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
- IS - - IS - DIA. DIAMETER THE BOUNDARIES OF FORMER URANIUM POND 1 AND 2 LIMITS , AS DETAILED ON THESE CONSTRUCTION DRAWINGS. WATER SUPPLY PIPE WU WESTERN UPLAND POTENTIALLY IMPACTED SOIL REMOVED FROM THESE AREAS (DEFINED AS MATERIAL REMOVED FROM 6 FEET BELOW DWG . DRAWING GROUND SURFACE AND ABOVE SANDSTONE A FOR URANIUM POND 1 AND 5 FEET BELOW GROUND SURFACE AND ABOVE - I T - - IT - INJECTION TRENCH WAA WESTERN ALLUVIAL AREA SANDSTONE A FOR URANIUM POND 2) SHALL BE SEGREGATED FROM CLEAN SOIL AND STAGED WITH BMPs TO PREVENT
- - - w- - - WATER SUPPLY E. EAST SEDIMENT MIGRATION . ADDITIONAL BMPs SHALL BE DEPLOYED TO PREVENT STORM WATER RUN-OFF AND POTENTIALLY LNE y YARD 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 --- EL. ELEVATION
--- PROPERTY LNE REMOVED SHALL BE PLACED BACK IN THE TRENCH AND BELOW THE MINIMUM IMPACTED MATERIAL DEPTH AS FOLLOWS:
--- EASEMENT EQ EQUAL
- 6.1. GWI-UP1-03 AND GWI -UP1 -04 : POTENTIALLY IMPACTED SOIL IS DEFINED AS SOIL MATERIAL WITHIN THE FORMER --- -
URANIUM POND 1 LIMITS BELOW 6 FEET BELOW GROUND SURFACE AND ABOVE GRAVEL FILTER FABRIC . BURIED WATER
- 6.2 . GWI-UP2-01: POTENTIALLY IMPACTED SOIL IS DEFINED AS SOIL MATERIAL WITHIN THE FORMER URANIUM POND 2 LIMITS ----- DISCHARGE PIPE E.W. EACH WAY 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 - - -936-
- 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
---936--- GE GROUNDWATER EXTRACTION
- 8. SITE DRAINAGE PATTERNS, INCLUDING THE PROJECT SITE AND ADJACENT PROPERTIES SHALL BE MAINTAINED ELEVATION CONTOUR THROUGHOUT THE CONSTRUC TION PERIOD UNLESS OTHERWISE APPROVED BY THE CONTRACTOR.
- ----0------0--- 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.
THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF VEGETATION ON ALL EXISTING CHANNEL HOPE HIGH DENSITY POL YETHL YENE
- DISTURBED AREAS AND MEETING ALL FINAL STABILIZATION REQUIREMENTS .
- INC. INCORPORATED WASTE MANAGEMENT NOTES: * * -**- PROPOSED CHANNEL
- 1. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, MANAGEMENT , LOADING , AND STORAGE OF WASTE INJ. INJECTION MATERIALS ON-SITE, AND DISPOSAL OFF-SITE. WASTE MATERIALS INCLUDE: ----- FUTURE OUTFALL LINE, BY OTHERS LAT LATERAL A.WASTE AND CONSTRUCTION AND DEMOLITION DEBRIS. EDGE OF PROPOSED B. WASH WATER ASSOCIATED WITH CONCRETE TRUCKS , VEHIC LE CLEANING, AND EQUIPMENT CLEANING . ACCESS ROAD MAX. MAXIMUM C.SUBCONTRACTOR SHALL NOT REMOVE WASTE MATERIALS FROM THE SITE WITHOUT OBTAINING WRITTEN AND LATERALS i 2.
APPROVAL FROM OWNER AND CONTRACTOR. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTATION , DISPOSAL, AND OBTAINING HAULING AND DISPOSAL PERMITS.
- -- - CLEARING LIMITS MIN. MINIMUM PRELIMINARY - NOT
~ 3. SUBCONTRACTOR SHALL DISPOSE OF WASTE MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL ACCESS ROAD C WITH STATION MARKS MISC . MISCELLANEOUS REGULATIONS. FOR CONSTRUCTION 1 4. TREES AND BRUSH GENERATED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED IN OWNER-APPROVED AREAS AND REMOVED FROM THE SITE.
~
~
STRAW WATTLE N. o.c. NORTH OFF CENTER
~URNS ) 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 .
EROSION CONTROL BLANKET EXTRACTION TRENCH SUMP 0.0 . OUTSIDE DIAMETER
'1 M~DONNELL
---== 6. SUBCONTRACTOR SHALL NOT REMOVE WASTE MATERIALS FROM THE SITE WITHOUT OBTAINING WRITTEN APPROVAL FROM 9400 WARD PARKWAY
~ INJECTION WELL ODOT OKLAHOMA DEPARTMENT OF OWNER AND CONTRACTOR. KANSAS CITY , MO 64114 TRANSPORTATION 816-333-9400
-$- EXTRACTION WELL OKLAHOMA FIRM LICENSEE NO. 421
- EXISTING MONITOR WELL OG&E OSHA OKLAHOMA GAS & ELECTRIC OCCUPATIONAL SAFETY HEAL TH date MARCH 2020 detailed T. COLLINS
-@- PROPOSED CLEANOUT 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 S.Q SPACED SQUARE project 120832 I contract drawing rev. ST. STREET BMCD-GWREMED-G002 - A STA STATION sheet 3 of 32 sheets
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GENERAL STRUCTURAL NOTES: no .j date I by I ckd I description
- 1. GENERAL:
A. THESE NOTES , AND OTHER DRAWING NOTES CONTAINED WITHIN , ARE PROVIDED TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT
- 5. GEOTECHNICAL INFORMATION A. SOURCE : TERRACON CONSULTANTS , INC., CIMARRON WATER TREATMENT FACILI TY, JANUARY 26 , 2017 B. STRUCTURAL STEEL: SECTIONS 05 12 00
- 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCO RDANCE WITH AIS C STEEL CONSTRUCTION MANUAL, 14th EDITION.
A 13/31/207 SM I l SC 'ISSUED FOR 90% DESIGN SPECIFICATIONS . THESE NOTES NEITHER REPLACE NOR OVERRIDE THE B. SITE PREPARATION 2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS . 1. EXCAVATION , FILL , AND BACKFILL SHALL BE IN ACCORDANCE WITH THE SUBCONTRACTOR AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT B. SUBCONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN CONTRACT DRAWINGS AND SPECIFICATIONS , DIVISION 312000. LATERAL-LOAD-RESISTING ELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED. ON ALL OTHER DRAWINGS . 2. SUBCONTRACTOR SHALL NOTIFY THE ENGINEER WHEN LOOSE 3. WIDE FLANGE SHAPES AND TEES : ASTM A992 , Fy = 50 KSI. C. SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND OR SOFT SOILS ARE EXPOSED WHERE SLABS , MATS, OR FOOTINGS ARE TO BE 4. OTHER SHAPES , PLATES , AND THREADED RODS REPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS PLACED SO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT a. ASTM A36 , Fy = 36 KSI, UNLESS NOTED OTHERWISE. TO THE ENGINEER PRIOR TO COMMENCING WITH WORK. SCALING OF WORKING OF THIS POTENTIALLY UNDESIRABLE CONDITION . b. ASTM A572 GRADE 50 , Fy = 50 KSI , WHERE INDICATED AS "(50)" . DIMENSIO NS FRO M THE STRUCTURAL DRAWINGS IS PROH IBITED. C. SOIL CHARACTERISTICS 5. SQUARE AND RECTANGULAR HOLLOW STRUCTU RAL SECTIONS: ASTM A500 GRADE B OR D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 1. UNIT WEIGHT: 114 PCF DRY . A1085 , Fy = 50 KSI. STRUCTURE. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS 2. WATER TABLE DEPTH: ASSUME AT SURFACE FOR LATERAL EARTH PRESSURE 6. ROUND HOLLOW STRUCTURAL SECTIONS : ASTM A500 GRADE B, Fy = 42 KSI OR C, Fy = 46 OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO , SHORING AND TEMPORARY AND BUOYANCY EFFECTS . KSI. BRACING. SUBCONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO D. LATERAL EARTH PRESSURE 7. PIPE: ASTM A53 TYPE E ORS , GRADE B, Fy = 35 KSI. ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT 1. AT-REST CONDITION , Ko: 55 PCF , EQUIVALENT FLUID . 8. BOLTS TO THE SITE. VISITS TO THE SITE BY THE OWNER OR THE CONTRACTOR SHALL NOT 2. ACTIVE CONDITION , Ka : 40 PCF , EQUIVALENT FLUID . a. 3/4" DIAMETER ASTM F3125, GRADE A325 , UNLESS NOTED OTHERWISE. RELIEVE THE SUBCONTRACTOR OF SUCH RESPONSIBILITY. 3. PASSIVE CONDITION , Kp : 360 PCF , EQUIVALENT FLUID. b. FRAMING CONNECTIONS : SNUG-TIGHTENED JOINTS WITH STANDARD HOLES , E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT E. SLAB , MAT, AND FOOTING DESIGN PARAMETERS UNLESS NOTED OTHERWISE. DRAWINGS OR SPECIFICATIONS , THEIR CONSTRUCTION SHALL BE OF THE SAME 1. MODULUS OF SUBGRADE REACTION : 125 PCI. c. BRACING CONNECTIONS : SNUG-TIGHTENED JOINTS WI TH STANDARD HOLES, CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH 2. ALLOWABLE BEARING CAPACITIES UNLESS NOTED OTHERWISE. THE APPROVAL OF THE ENGINEER. a. GRAVITY LOADS : 2500 PSF. d. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A WHERE SECTIONS VARY , CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS 3. FROST DEPTH: 18" GIRDER WEB DIRECTLY OVER A COLUMN , PROVIDE A TEMPORARY SEAT ANGLE BETWEEN THEM , UNLESS NOTED OTHERWISE. 4. CONCRETE-SOIL COEFFICIENT OF FRICTION 0.2. ATTACHED TO CO LUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM . F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' 5. MINIMUM STABILITY FACTORS OF SAFETY MINIMUM SEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 WRITTEN INSTRUCTIONS AND RECOMMENDATIONS , UNLESS NOTED OTHERWISE. a. OVERTURNING : 1.5. OR A325-ST BOLTS EACH LEG . SINGLE AND DOUBLE STAGGERED CONNECTIONS
- b. UPLIFT: 1.5. ARE PROHIB ITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE
- c. SLIDING : 1.5. STRUCTURAL ENGINEER OF RECORD .
- 2. DESIGN STANDARDS 9. WELDING : IN ACCORDANCE WITH AWS 01.1 USING E70 ELECTRODE WITH LOW A. PRINCIPAL CODE OF RECORD : INTERNATIONAL BUILDING CODE 2015 WITH HYDROGEN.
MODIFICATIONS BY OKLAHOMA UNIFORM BUILDING CODE COMMISSION , EFFECTIVE 6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS 10. ALL DOUBLE ANGLE MEMBERS SHALL HAVE SPACER PLATES TO COMPLY WITH AISC DATE OF ADOPTION SEPTEMBER 17, 2018." AND COMPLY WITH ALL APPLICABLE OSHA REGULATIONS PARAGRAPH E6 .2. B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES , 2010. A. REINFORCED CONCRETE: SECTIONS 03 30 00 , 03 33 00 a. THICKNESS : TO MATCH END GUSSET PLATES . C. ACI 318 , BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE , 2014. 1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN b. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING D. AISC 325 , STEEL CONSTRUCTION MANUAL , 14th EDITION , 2011. ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE . 3/16" x 1" LONG FILLET WELDS.
- 2. CONCRETE 11. HEADED STUDS
- a. MINIMUM 28-DAY COMPRESSIVE STRENGTH fc = 4,500 PSI, NORMAL WEIGHT. a. COLD-FINISHED STEEL CONFORMING TO ASTM A108 , GRADE 1015 OR 1020.
- 3. SPECIAL INSPECTIONS 3. FORMWORK b. ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SU RFACES OF BEAMS OR A. REQUIRED IN ACCORDANCE WITH IBC SECTION 1704 a. SUBCONTRACTOR SHALL BE RES PONSIBLE FOR DESIGN, ENGINEERING, JOISTS SHALL BE FIELD IN STALLED .
- 1. FREQUENCY : CONTINUOUS UNLESS SPECIFICALLY PERMITTED BY THE STRU CTURAL ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FOR MWORK 12. ANCHOR BOLTS PRINCIPAL CODE OF RECORD TO BE PERIODIC. IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. a. ASTM F1554 GRADE 36 UNLESS SPECIFICALLY NOTED.
- 2. SPECIAL INSPECTOR: QUALIFIED PERSON HIRED BY CONTRACTOR WHO HAS b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING , b. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATES , AND SECURELY DEMONSTRATED COMPETENCE TO THE SATISFACTION OF THE BUILDING INSERTS , FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE HOLD IN POSITION WHILE PLACING CONCRETE. PROTECT IN-PLACE ANCHOR OFFICIAL. CONTRACT DRAWINGS OR IN THE CONTRACT SPECIFICATIONS. BOLTS FROM CONSTRUCTION ACTIVITY.
- 3. WELDS SHALL BE INSPECTED AS REQUIRED FOR AWS D1.1/O1.M c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW c. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN CONCRETE SHALL BE CAST-IN , UNLESS NOTED OTHERWISE . SEE OTHER WRITING OF THE STRUCTURAL ENGINEER OF RECORD :
DISCIPLINE DRAWINGS FOR SLEEVE DETAILS . SUBCONTRACTOR SHALL PROVIDE (1) INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED
- 4. DESIGN LOADS MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF DEBRIS AND WATER CONCRETE .
A. RISK CATEGORY: Ill PER ASCE 7-10 DURING CONSTRUCTION . (2) SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR B. LIVE LOADS PER ASCE 7-10 d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE , BOLTS ARE INDICATED .
- 1. FLOOR LIVE LOAD : 60 PSF UNLESS NOTED OTHERWISE. (3) REPAIRING , REPLACING , OR MODIFYING INSTALLED ANCHOR BOLTS.
- e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE ENGINEER , COLUMN 13. POST-INSTALLED ANCHORS
C. EQUIPMENT LOADS
- 1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 300 LBS . FRAMING AND WALL FOOTINGS MAY BE EARTH-FORMED USING UNDISTURBED NATIVE a. CONCRETE ANCHORS : STAINLESS STEEL MANUALLY EXPANDED (WEDGE) TYPE , f-AND FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4" GREATER THAN INDICATED , UNLESS NOTED OTHERWISE.
CONTRACT SPECIFICATIONS. AND A DEPTH 2" GREATER THAN INDICATED. b. ADHESIVE ANCHORS : ASTM A36 CARBON STEEL THREADED ROD WITH VIN YL
- 2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED , OR 4. REINFORCING STEEL URETHANE METHACRYLATE RESIN ADHESIVE, UNLESS NOTED OTHERWISE.
REQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON , SUBCONTRACTOR a. BARS : ASTM A615 GRADE 60. 14. GROUT: CEMENTITIOUS NONSHRINK. MIN fc = 5000 PSI SHALL PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL b. WELDED WIRE REINFORCEMENT : ASTM A1064. C. STEEL BAR GRATING: STRUCTURAL WORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE c. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT 1. STEEL BAR GRATING SHALL BE FABRICATED AND INSTALLED IN A CCORDANCE WITH WITH THE DESIGN STANDARDS SPECIFIED ABOVE , AT NO ADDITIONAL COST TO REINFORCED" OR "UNREINFORCED" . NAAMM MANUALS . THE CONTRACTOR AND WITH NO INCREASE IN CONTRACT TIME. d. SUBCONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN 2. MATERIAL: ASTM A101 1, GALVANIZED OR A167 TYPE 304 STAINLESS. ACCORDANCE WITH ACI SP-66, ACI 301 , ACI 318, AND CRSI MANUAL OF 3. CONSTRUCTION : WELDED . D. SNOW LOAD PER ASCE 7-10 STANDARD PRACTICE.
- 1. GROUND SNOW LOAD : 10 PSF . e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS 4.
5. MAIN BEARING BARS : AS REQUIRED BY DESIGN. CROSS BARS: AT 4" CENTERS. PRELIMINARY - NOT
- 2. FLAT-ROOF SNOW LOAD: 12.56 PSF. FOLLOWS, UNLESS NOTED OTHERWISE: 6. SURFACE: SERRATED.
3. 4. EXPOSURE FACTOR: FULLY EXPOSED RISK CATEGORY : Ill (1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3". 7. FABRICATE GRATING IN SECTIONS NOT GREATER THAN 5 FT WIDE. FOR CONSTRUCTION (2) CONCRETE EXPOSED TO EARTH OR WEATHER: D. DEFERRED SUBMITTAL ITEMS: PER IBC 2015 SECTION 107.3.4.1
- 5. THERMAL FACTOR: 1.00 #6 THROUGH #11 BARS - 2"; #5 AND SMALLER BARS , WELDED WIRE E. WIND LOAD PER ASCE 7-10 1. STEEL PLATFORM . REFER TO SPEC 055000.
- 1. ULTIMATE DESIGN WIND SPEED : 120 MPH 3-SECOND GUST.
FABRIC - 1 1/2". ~BURNS (3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
- 2. RISK CATEGORY: Ill GROUND : SLABS AND WALLS - 3/4" ; BEAMS AND COLUMNS , PRIMARY "M£DONNELL
- 3. EXPOSURE CATEGORY: C REINFORCEMENT, TIES , STIRRUPS , SPIRALS - 1 1/2"
- 4. BUILDING CONDITION : OPEN , GCpi = 0.00 f. EMBEDMENT AND LAP SPLICE LENGTHS FOR ALL REINFORCING STEEL BARS SHALL 9400 WARD PARKWAY
- 5. TOPOGRAPHIC FACTOR : 1.0 KANSAS CITY , MO 64114 CONFORM TO THE TABLES SHOWN ON C302.
F. SEISMIC LOAD PER ASCE 7-10 816-333-9400
- 1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE 5. JOINTS OKLAHOMA FIRM LICENSEE NO . 421 ACCELERATIONS Ss = 0.223 , S1 = 0.071. a. LOCATE ALL CONSTRUCTION , CONTRACTION, ISOLATION, EXPANSION, AND OTHER JOINTS AS INDICATED OR SPECIFIED , OR OTHERWISE APPROVED BY THE ENGINEER date detailed
- 2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERAT IONS Sds = 0.238 ,
- b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE MARCH 2020 T. WILSON Sd1 = 0.114.
- 3. RISK CATEGORY : Ill. CLEANED OF LAITANGE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX . JUST PRIOR TO DEPOSITING CONCRETE , SURFACE OF designed checked
- 4. SITE CLASS : D.
CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED AND WETTED. S. MORRIS S. CAMPBELL
- 5. SEISMIC DESIGN CATEGORY : B
- 6. BASIC SEISMIC FORCE RESISTING SYSTEM : STEEL ORDINARY c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST CONCENTRICALLY BRACED FRAMES EXISTING CONCRETE . IN ADDITION , EXISTING CONCRETE SURFACE SHALL BE
- 7. RESPONSE MODIFICATION COEFFICIENT : R = 3.25 ADEQUATELY PREPARED BY APPLICATION OF A BONDING AGENT.
- 8. SEISMIC RESPONSE COEFFICIENT: Cs = 0.09 d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE CONTRACT
- 9. DESIGN BASE SHEAR: 1.00 KIPS. DRAWINGS.
- 10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE G. FLOOD LOAD PER ASCE 7-10
- 1. BASE FLOOD ELEVATION= 14'-0" AT PLATFORM
- 2. DESIGN FLOOD ELEVATION= 15'-0" AT PLATFORM
- 3. WATER VELOCITY= 15 FT/ S
- 4. IMPACT ITEM WEIGHT= 1000 LBS
- 5. IMPACT ITEM FORCE= 14 KIPS Cimarron Enviornmental Response Trust STRUCTURAL GENERAL NOTES project 120832 I contract drawing rev.
BMCD-GWREMED-C300 - A sheet 30 of 32 sheets I file C300 STRUCTURAL GENERAL NOTES.DWG
t-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _A_B_B_R_E_V_IA.-T_I_O_N_S_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _--t_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-+_______________ P_IP_I_N_G_A_N_D_V_A_L_V_E_S_Y_M_B_O_Ls G_E_N_E_R_A_L_N_O_T_E_s_ _ _ _ _ _ _ _ _ _ _ _ _ _---1 no .I date I by I ckd I description EQUIPMENT & SPECIALTIES GENERAL 1 . LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN A 1021041211EAA I JRH !ISSUED FOR BL HIGH PRESSURE BLOWER AG ABOVEGROUND 0 BALL VALVE / SAMPLE PORT D CONCENTRIC REDUCER IS APPLICABLE TO PROJECT . SEE PROJECT PLANS FOR SPECIFI C NOTES , I 'I PRELIMINARY DESIGN BOP/D BOTTOM OF PIPE/DUCT BA1 BURIAL AREA #1 C CV EJ FAN COMPRESSOR CHECK VALVE EXPANSION JOINT, FLEXIBLE CONNECTOR FAN OR LOW PRESSURE BLOWER COMM CPP FC FO COMMUNICATION CONTROL POWER PANEL FAI L CLOSED FAIL OPEN [><] GLOBE VALVE GATE VALVE UNION REMOVABLE CAP 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 FOT/B FLAT ON TOP/BOTTOM FOP FIBER OPTIC APPLICABLE CODES AND REGULATIONS.
HB HOSE BIBB FL FAIL LAST POSITION N CHECK VALVE FLANGE MP METERING PUMP GAL 3 . ALL MEC HANI CAL EQUI PMENT SHALL BE LOCATED FOR UNOBSTRUCTED ACCESS GALLON MOV MOTOR OPERATED VALVE TO UNIT ACCESS PANELS , CONTROLS , AND VALVING . HOA HAND/ OFF/ AUTO MXR MIXER RELIEF VALVE BAG FILTER INSTR INSTRUMENT NOZ NOZZLE LSH LEVEL SWITCH HIGH p PUMP LSL LEVEL SWITCH LOW BUTTERFLY VALVE AGITATOR/MI XER Pl PRESSURE INDICATOR MCC MOTOR CONTROL CENTER SELF ACTUATED VALVES PT PRESSURE TRANSMITTER NC NORMALLY CLOSED 0 MAGNETIC FLOWMETER MATERIAL TRANSITION AND QCU REC RO SFI QUICK CONNECT UNIT RECEIVER ORIFICE PLATE OR RESTRICTION DEVICE SIGHT FLOW INDICATOR NO OD PB PSIG NORMALLY OPEN OUTER DIAMETER PUSH BUTTON t VACUUM RELIEF VALVE I TRANSITION TO BELOW GROUND REDUCING REGULATOR POUNDS PER SQUARE INCH GAUGE HOSE CONNECTION SG SLR sov SIGHT GLASS SILENCER SOLENOID OPERATED VALVE RTU SCFM SCH REMOTE TERMINAL UNIT STANDARD CUBIC FEET/ MINUTE SCHEDULE f VENT VARIABLE FREQUENCY DRIVE (SELF-CONTAINED) BACKPRESSURE REGULATOR STR STRAINER SP SET POINT (SELF-CONT Al NED) TK TANK UG UNDERGROUND V VESSEL LO LOCKED OPEN WTR WATER TREATMENT (POLISHER , SOFTENER , REDUCING REGULATOR WITH O/C OPEN - CLOSE EXTERNAL PRESSURE TAP DEMINERALIZER) QTY QUANTITY XM MISCELLANEOUS MECHANICAL EQUIPMENT TYP TYPICAL XP MISCELLA NEOUS PIPING SPECIAL TY UG UNDERGROUND INSTRUMENTATION AND CONTROL LEGEND BACKPRESSURE REGULATOR V VOLT WITH EXTERNAL TAP WA WESTERN AREA LOCATIO N/ACCESSIBILITY LINE CODES SERVICE CODES DISCRETE DISCRETE CPR COPPER PIPE CA COMPRESSED AIR INSTRUMENTS PLC HARDWARE TEMPERATURE CONTROL INTERLOCK cs CARBON STEEL EGW EFFLUENT WAT ER HOPE HIGH-DENSITY POLYETHYLENE PIPE EXH EXHAUST GLV FIELD MOUNTED GALVANIZED STEEL PIPE EVP EFFLUENT VAPOR PRH 1. FIELD OR LOCALLY MOUNTED. ACTUATORS PRESSURE HOSE GW GROUNDWATER 0 2 . ACCESSIBLE TO AN OPERATOR AT PVC POLYVINYL CHLORIDE PIPE IGW INFLUENT GROUNDWATER DEVICE. DIP DUCTILE IRON PIPE INW INFLUENT WATER ss STAINLESS STEEL IVP INFLUENT VAPOR PRO PRODUCT SINGLE DIAPHRAGM OPERATED PRIMARY LOCATION NORMALLY VNT VENT ACCESSIBLE TO AN OPERATOR a
- 1. CENTRAL OR MAIN CONTROL ROOM. OPERATED WITH MANUALLY OPERATED TAG NUMBERS EQUIPMENT
- 2. FRONT OF MAIN PANEL OR CONSOLE MOUNTED
- 3. VISIBLE ON VIDEO DISPLAY.
- 4. ACCESSIBLE TO AN OPERATOR AT 8 HAND WHEEL DIAPHRAGM WITH POSITIONER YY = DEVICE TYPE "YY-ZZ" DEVICE OR CONSOLE.
SINGLE OR DOUBLE DIAPHRAGM (1 ,2 OR 3 LETTER CODE , ABBREVIATIONS - SUBMERSIBLE PUMP AS DETAILED ABOVE) FAIL SPRING OPEN -= 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 REGENERATIVE BLOWER INITIATING VARIABLE PASSIVE FUNCTION FUNCTION - SAME POINT. PISTON OPERATED (FC) AIR/ PISTON A ANALYSIS ALARM - SER VlCE B BURNER , FLAME , COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE (l=x,...,xx~l_ow_G__,,_#_ _ TO/FROM
~> C USER'S CHOICE (TYPICALLY CONDUCTIVITY - ELECTRICAL)
CONTROL CLOSED PISTON OPERATED (DOUBLE ACTING) PRELIMINARY - NOT D USER'S CHO ICE (TYPICALLY DIFFERENTIAL DIVERT PISTON OPERATED (FO) AIR/ PISTON SER VICE x_xx_
'-I o_w_
__,_I G__,,_#_ _ ~> PROCESS LINE AND INSTRUMENT SIGNAL CONTINUATION CENTRIFUGAL PUMP DENSITY OR SPECIFIC GRAVITY) E VOLTAGE SENSOR (PRIMARY ELEMENT) FOR CONSTRUCTION TO/FROM } F FLOWRATE RATIO PISTON OPERATED SERVICE (FRACTION) WITH POSITIONER (DWG # I XXX I G USER 'S CHOICE OR GAUGING (DIMENSIONAL) GLASS , VIEWING DEVICE
~BURNS TO/ FROM MOTOR H HAND HIGH ~MS DONNELL I CURRENT (ELECTRICAL) INDICATE MOTOR OPERATED CO NNECTOR NUMBER J POWER SCAN 9400 WARD PARKWAY K TIME , TIME SCHEDULE TIME RATE CONTROL STATION KANSAS CITY , MO 64114 xxxxx CON NECTOR NUMBER BJ UTILITY CONNECTOR OF CHANGE SOLENOID OPERATED 816-333-9400 P&ID # AIR COMPRESSOR OKLAHOMA FIRM LICENSEE NO. 42 1 L LEVEL LIGHT LOW M USER'S CHOICE (TYPICALLY MOMENTARY MIDDLE, date detailed MOISTURE OR HUMIDITY) INTERMEDIATE LINE IDENTIFICATION FEBRUARY 2021 E. AHLEMEYER N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE 0 USER'S CHOICE ORIFICE , RESTRICTION OPEN 1----------------S_IN_G_L_E_L_IN_E_PI_P_IN_G _ _ _ _ _ _ _ _ _ __ -1 designed checked d] METERING PUMP P PRESSURE , VACUUM Q QUANTITY OR HEAT DUTY INTEGRATE, POI NT (TEST) CONNECTION
(-+-I ELBOW TURNING DOWN 1--S-', BOTTOM CONNECTION E. DULLE J. HESEMANN LINE SIZE _J t R RADIATION TOTALIZE RECORD 0+-----1 ELBOW TURNING UP \--0--', TOP CONNECTION SERVICE CODE __J LLINECOOE S SPEED , FREQUENCY T TEMPERATURE SAFETY SWITCH TRANSMIT THROUGH U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION , MECHANICAL VALVE , DAMPER , ANALYSIS LOUVER LINE DESIGNATION INSULATION IDENTIFICATION W WEIGHT , FORCE WELL X UNCLASSIFIED XAXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE OR PRESENCE YAXIS RELAY, COMPUTE . MAIN PROCESS LINE ----c==J- INSULATED (NOT TRACED) Z POSITION, DIMENSION Z AX IS CONVERT DRIVER , Cimmaron Environmental Response Trust ELECTRICAL POWER PIPING ACTUATOR , { ~ INSULAT ED (TRACED) UNCLASSIFIED FINAL CONTROL P&ID NOTES AND LEGEND INSTRUMENTATION SIGNAL/POWER ELEMENT
- 0 - COMMUNICATIONS INSTRUMENT IDENTIFICATION project 120832 I contract (TYPICAL ALL INSTRUMENTS)
EQUIPMENT BOUNDARIES drawing rev.
~ INSTRUMENT IDENTIFICATION COMPRESSED AIR LINE SEQUENCENUMBER ~ SEETABLEABOVE BMCD-GWREMED-P001 - A sheet 1 of 11 sheets I file P001.DWG
1 - - - - - - - - - - - - - - - - - - - - = = - = = = - - - - - - - - - - - -, - - - - -- -- - - - - -- - - - - - - - - - - - ----.----=S= POWER ONE- LINE DIAGRAMS T=A=N=D=A=R=D=E=L=E=C=T=R=IC=A=L=L=EG=EN
= D = - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - -- - - - - - - - _ _ J n o . l date ELECTRICAL CALLOUT SYMBOLS ELECTRICAL ABBREVIATIONS I by I ckd I description A I03/31/2a ACHI SJD I ISSUED FOR 90%
0--, NON-FUSED DISCONNECT. SUBSCRIPT DENOTES I SWITCH TAG DISCONNECT SWITCH , FUSED A
- AMPERE, AMP I DESIGN 30/3 AMPERE FRAME RATING AND NUMBER OF POLES . ~ 30A 30 = FRAME RATING ONE OR TWO AC -AIR CONDITION MH 4'-0" AFF UNLESS OTHERWISE NOTED. 3P 3 = POLES CHARACTER DISCIPLINE AF
- AMP FRAME FUSED DISCONNECT. SUBSCRIPT DENOTES FUSE RATING (2 0A) (20) = FUSE AMPERE RATING LETTER OR AFF - ABOVE FINISHED FLOOR DESIGNATOR (MAY NOT NUMBER DESIGNATOR 0-' AND NUMBER OF POLES. 4 BE PRESENT IF AFG A.I.
- ABOVE FINISHED GRADE
- ANALOG INPUT 30AF /3 CALLOUT AND TITLE A
~ COMBINATION MOTOR STARTER . SUBSCRIPT AMPERE FRAME RATING, POLES AND NEMA STARTER DENOTES I( SWITCH 30A TAG DISCONNECT SWITCH, NON-FUSED 30 = FRAME 3 = POLES RATING ARE ON DRAWINGS WITHIN THE SAME FP001 DRAWING SEQUENCE NUMBER INDICATES ANLZ.
AT
- ANALYZER
- AMP TRIP 30/3/'1 ATS - AUTOMATIC TRANSFER SWITCH SIZE . MH 4'-0" AFF UNLESS OTHERWISE NOTED . 3P DISCIPLINE) WHERE TITLE IS LOCATED APPROX* APPROXIMATELY (MAY NOT BE PRESENT IF BFG - BELOW FINISHED GRADE B CONT ACTOR. SUBSCRIPT DENOTES AMPERE RATING AND BREAKER TAG MOLDED CASE CIRCUIT BREAKER CALLOUT AND TITLE ARE BOD - BOTTOM OF DUCT 3013 NUMBER OF POLES . MH 4'-0" AFF UNLESS OTHERWISE 1 B -BUZZER NOTED ) 15AT OR MOTOR CIRCUIT PROTECTOR ON THE SAME DRAWING) C
- CONDUIT I (20)AF 15 = TRIP RATING MOTOR STARTER. MH 4'-0" AFF UNLESS OTHERWISE CKT - CIRCUIT
~ NOTED (20) = FRAME RATING SECTION, DETAIL, AND ELEVATION CL2 - CHLORINE SYMBOL IDENTIFIERS CONT - CONTINUATION QJ 0-----
JUNCTION BOX CONDUIT TURNING UP EB MOTOR
#= MOTOR TAG 1 = HORSEPOWER (HP)
THE WORD "SECTION" CNTL CPP CPU
- CONTROL
- CONTROL POWER PANEL
- COMPUTER f------
CONDUIT TURNING DOWN CONDUIT CAPPED 0 GENERATOR
/
/ MAYBE REPLACED WITH "ELEVATION" OR "DETAIL" CR OED
- CONTROL RELAY
- DEDICATED DCS - DISTRIBUTED CONTROL SYSTEM
~
DIST - DISTRIBUTION 1+- CONDUIT TEE AUTOMATIC TRANSFER SWITCH SECTION DIV - DIVISION
-f- CONDUIT COUPLING 001 EC ELEC
- ELECTRICAL CONTRACTOR
- ELECTRICAL C=:J CONTROL OR POWER PANEL SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE EM - STANDBY , ALTERNATE POWER CIRCUIT EMT - ELECTRICAL METAL TUBING MANHOLE OR HANDHOLE B xFMRTAG TRANSFORMER ENCL -ENCLOSURE
- [EJ PULL BOX RATING F - FUSE Q 150KVA 0 /\ ELECTRIC GD - GRADE
- ~ ' - - HEAT TRACING
- G - GROUND [I] TRANSFORMER (T) Yi GROUNDED WYE CONNECTED _j GFI GL
- GROUND FAULT INTERRUPTER
-GROUND LUG
~ ELECTRICAL PANELBOARD INSERT DENOTES PANEL NAME DEL TA CONNECTED GND - GROUND
- ID - INSIDE DIAMETER CONTROL POWER PANEL: CPP SECTION CALLOUT EXAMPLE 1/0 - INPUT / OUTPUT POWER OR DISTRIBUTION PANEL: PP , DP -'- TAG KVA - KILOVOLT AMPERE - MOTOR STARTER AND OVERLOAD SWITCHGEAR: SG
~ SIZE 0 0 - ST ARTER SIZE KV - KILOVOLT AUTOMATIC TRANSFER SWITCH: ATS KW - KILOWATT
- PRE-WIRED CONTROL PANEL: PWCP LFMC - LIQUID TIGHT FLEX METAL CONDUIT PROGRAMMABLE LOGIC CONTROLLER: PLC M - MAGNETIC CONTACTOR - liZS0l ELECTRIC HEATER MAX - MAXIMUM MCB - MOLDED CASE CIRCUIT BREAKER/MAIN UTILITY METER ELEVATION CALLOUT EXAMPLE MCC - MOTOR CONTROL CENTER MCP - MOTOR CIRCUIT PROTECTOR - MLO - MAIN LUG ONLY TRANSIENT VOLTAGE SURGE SUPPRESSION MIN - MINIMUM MPS - MOTOR PROTECTION SWITCH GROUNDING ELECTRICAL CABLE N2 - NITROGEN INSERT DENOTES CABLE NUMBER NEC - NATIONAL ELECTRIC CODE POWER: P GROUNDING CONDUCTOR BURIED OR CONCEALED CONTROL: C NF OD
- NON FUSED
- OUTSIDE DIAMETER GROUNDING CONDUCTOR EXPOSED OEM - ORIGINAL EQUIPMENT MANUFACTURER VFD TAG VARIABLE FREQUENCY DRIVE DETAIL CALLOUT EXAMPLE P - POLE LIQUID FLEXIBLE METAL CONDUIT PC - POWER CONNECTION BOX I VFD 11 HP 1 = HORSEPOWER RATING PH -PHASE (3R) (3R) = NEMA RATING SECTION, DETAIL, AND ELEVATION WELDED GROUND CONNECTION PLC - PROGRAMMABLE LOGIC CONTROLLER IDENTIFICATION SYSTEM PP - POWER PANEL COMPRESSION/BOLTED GROUND CONNECTION PVC - POLYVINYL CHLORIDE
~ FTTAG FLOW TRANSMITTER PWR -POWER GROUND ROD - 03/4" x 10', COPPER CLAD R - ALARM LIGHT GROUND TEST WELL RGS - RIGID GALVANIZED STEEL CONDUIT PRELIMINARY - NOT ELECTRICAL TRANSITION VAULT RX - RECEIVER PIGTAIL FOR EQUIPMENT/ STRUCTURE CONNECTION E = ELECTRICAL VT= VAULT SP SPD
- SPARE
- SURGE PROTECTIVE DEVICE FOR CONSTRUCTION E-1 = TAG SW - SWITCH 18" LIGHTNING AIR TERMINAL TB - TERMINAL BLOCK COMMUNICATION TRANSITION VAULT TEMP -TEMPERATURE ~BURNS C = ELECTRICAL TOS - TOP OF STEEL MISCELLANEOUS VT= VAULT TYP - TYPICAL
~M~DONNELL C-1 = TAG TX - TRANSMITTER (0) LEVEL TRANSMITTER UDS - UTILITY DISTRIBUTION SYSTEM 9400 WARD PARKWAY KANSAS CITY, MO 64114 UPS - UNINTERRUPTIBLE POWER SUPPLY 816-333-9400
@ TEMPERATURE TRANSMITTER PANELBOARD UV - ULTRA-VIOLET OKLAHOMA FIRM LICENSEE NO. 421 V -VOLT PP-1 = PP - PANELBOARD ; 1-TAG VA - VOLT AMPS date detailed CD EF THERMOSTAT [480] = VOLTAGE VAC -VOLTAGE ALTERNATING CURRENT MARCH 2020 A. HIMES 1PH, 200A 3W = PHASE, BUS SIZE (AMP) voe - VOLTAGE DIRECT CURRENT WIRE CONFIGURATION W -WIRE, WATT designed checked
~ PUMP 18kA = SHORT CIRCUIT CURRENT RATING WP -WEATHERPROOF A. HIMES S.DEFRANCESCO XFMR -TRANSFORMER CD TEMPERATURE INDICATOR MLO = MAIN LUG ONLY PP-1 ITfil TERMINAL BOX [480]
INSTRUMENTATION ABBREVIATIONS 1PH, 200A3W [OJ LEVEL INDICATOR 18kA C - COMMON OR CONDUCTOR CONC. - CONCRETE MLO [0 FLOW METER CR - CONTROL RELAY DC - DIRECT CURRENT r [TI] FLOW TRANSMITTER DISC - DISCONNECT DWG - DRAWING rm PRESSURE TRANSMITTER PANELBOARD PP-1 = PP - PANELBOARD; 1-TAG FE FIN.
- FLOW ELEMENT
- FINISH i
[51 PRESSURE SWITCH [480] =VOLTAGE FM -FLOW METER
- FLOW TRANSMITTER Cimarron Environmental Response Trust FT 1 PH , 200A 3W = PHASE, BUS SIZE (AMP) 1/0 - INPUT/ OUTPUT ELECTRICAL LEGEND & ABBREVIATION IT3l 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 I contract e
RATING] NO . - NUMBER PP-1 120832 EQUIPMENT TAG CALL OUT PT - PRESSURE TRANSMITTER [480] 1PH, 200A3W PS - PRESSURE SWITCH drawing re11. REQ'D - REQUIRED 18kA BMCD-GWREMED-E001 - A 0 KEYED NOTE MCB [100A] TP TSP DC
- TWISTED PAIR (CABLE)
- TWISTED SHIELDED PAIR (CABLE)
- DIRECT CURRENT sheet 1 of 14 sheets I file E001 .dwg
\\BMCDIDFS\CLIENTS\ENS\CERT\112340_CERT-DECOM2 019\DESIGN\CADD\DWGS\90% DESIGN\ELECTRICAL\E001.DWG 418/2020 11 :16 AM BMFIX
no.I date I by I ckd I description GENERAL NOTES: A I03/31/2a ACHi SJD- ISSUED FOR 90%
- 1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS UNLESS OTHERWISE NOTED. ALL SYMBOLS AND ABBREVIATIONS SHOWN ARE NOT NECESSARILY USED. I I DESIGN
- 2. THE EXACT LOCATION OF CONDUITS , DEVICES AND EQUIPMENT MAY DEVIATE FROM THE LOCATION INDICATED ON THESE DRAWINGS .
- 3. SUBCONTRACTOR SHALL FIELD ROUTE CONDUITS TO AVOID INTERFERENCE WITH OTHER EXISTING AND PROPOSED UTILITIES.
- 4. ALL WORK PERFORMED SHALL CONFORM TO ALL APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO , THE LATEST VERSION OF THE NATIONAL ELECTRIC CODE ADOPTED BY AUTHORITIES HAVING JURISDICTION.
- 5. LABEL ALL ELECTRICAL EQUIPM ENT 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 BERGS 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 #1 O 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 DEMARCATIO N VAULT FOR SOURCE POWER , REFERENCE DRAWINGS E101 AND E102 .
- 12. SIZE JUNCTION AND PULL BOXES PER NATIONAL ELECTRICAL CODE, UNLESS OTHERWISE NOTED.
PRELIMINARY - NOT FOR CONSTRUCTION
~BURNS
~M£DONNELL 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 A. HIMES designed checked A. HIMES S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL GENERAL NOTES project I contract 120832 drawing rev.
BMCD-GWREMED-E002 - A sheet 2 of 14 sheets I file E002 .dwg \\B MCDID FS\CLIENTS\ENS\CERT\11 2340_CERT-DECOM2019\DES IGNICADDIDWGS\90% DESIGN\ELECTR ICALIE002.DWG 41812020 11 :15 AM BM FIX I
~ 941 \_ 941 UPDATED T SURVE~~~GI RAPHIC
~ P.
no .I date I by I ckd I description CIMARR A 2/22/21 EAA JRH ISSUED FOR ON RIVER PRELIMINARY DESIGN \
\ 1. PIPE & CONDUIT ALIGNMENT SHOWN \ \
REPRESENTS THE CENTERLINE OF TRENCH WHICH MAY CONTAIN WATER SUPPLY PIPES, GROUNDWATER INJECTION SUPPL y PIPES GROUNDWATER EXTRACTION PIPES
\ ~~ipHARGE PIPING , ELECTRICAL POWER Ly CABLE CONDUITS , FIBER OPTIC
\ \
CONDUITS. AND COMMUNICATION CABLE CONDUITS, AS DETAILED. SEE SHEETS C003-C008 FOR INDIVIDUAL PIPE AND CABLE RUNS .
- 2. ORANGE COLOR DEPICTS PHASE I
\ S GROUNDWATER CONSTRUCTION.
NCE PIPING FOR
\ \
coog_ l__/ BURIAL AREA 1 TREATMENT
\ FACILITY
\ GE-WAA-04 NEWACCESS R GE
_,,,,/ 0
/ ' G E-W -~~-~~2~0~0 * ~ ~ ~ 4 0 0' SCALE IN FEET
/ ,
\
/
/ ,
IT - -
\\ l I
// GWI-UP2-01 ENTION
\ PRELIMINARY - NOT
/ :::: I FOR CONSTRUCTION OG&E \
EASEMENT L...-----1
,---7 ~BURNS .
END ROAD ~M~DONNELL IMPROVEMENTS I
----~
STA 22+02 .00 (SEE \ DETAIL, SHEET SHEE; C108) I 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO . 421 I EXISTING date detailed I I CONTAINMENT CELL FEBRUARY 2021 E. AHLEMEYER I I designed checked
\ \__ L __ J B. WEIS J . HESEMANN
~ C006 &
C007-wEsTERN AREA TREATMENT FACILITY
~
/
1/ ~ BORROW AREA GETR-WU-01 /
/
.,,,,/ Cimarron Environmental Response Trust OVERALL SITE PLAN AND SHEET LAYOUT KEY project 120832 I contract REFER TO SHEET C108 FOR TYPICAL ACCESS ROAD
- drawing rev.
SECTION DETAIL BMCD-GWREMED-C002 - A sheet 5 of 32 sheets file C002 OVERALL SITE PLAN.DWG
no_l date I by I ckd I description I
\_J I
- -------- ~~
If ~
~ A 2/16/21 EAA JRH ISSUED FOR PRELIMINARY DESIGN
~
--------- 't.
------It--------=
~
~
If~
~
I; r: ~
~ I ~ ~ -~
I f ~
)
,::if,;:; INSTALL TRACER WIRE NOTES:
- 1. PIPE AND CONDUIT LINE SPACING HAS ALONG PIPE FROM BEEN EXAGGERATED FOR CLARITY IN GE-WAA-05 TO OUTFALL ,} " '/ PARTIAL SITE PLANS. REFER TO TRENCH
)
SECTION DETAILS FOR TYPICAL PIPE AND CONDUIT SPACING . FIELD ADJUSTMENTS SEE SHEET M101 FOR TYPI CAL OF TRENCH ROUTING TO AVOID EXTRACTION WELL/SUMP AND CONFLICTS SHALL BE APPROVED BY VALVE/METERING VAULT DETAILS ~ ENGINEER. (ASSEMBLY APPLIES TO ALL 1, / GE-WAA-05 2. REFER TO MECHANICAL AND ELECTRICAL EXTRACTION WELLS AND SUMPS) _ __ _ __,,..._- ":"' SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS. fl42
@ 93' f/,'l~ 3. PROVIDE PULL BOXES EVERY 500' (MAX.)
FOR ELECTRICAL AN D INSTRUMENTATION CABLES.
,/rlI 4 _ INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE
///im DETAIL, SHEET C108.
* ,n I -/
1 f '/ m II -;
,,~;
IIff;m I/ (/ /m
~ , ,,1-;
I/// j m 1'~1-1 100' SCALE IN FEET 200' WESTERN AREA ,': rF PRELIMINARY - NOT TREATMENT / / _m DISCHARGE f/1. // FOR CONSTRUCTION PIPE (6" HOPE) ~ F,- *
/lif/m ~ ~BURNS
- ~i~I GE-WAA;i :f ~M£DONNELL
/j' 9400 WARD PARKWAY
,~
_m L {:1/ KANSAS CITY, MO 64114 r-, 2" HOPE / r;, // ~ 816-333-9400 OKLAHOMA FIRM LICENSEE NO _421 {!/If E-WAA-04 INSTALL
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,~ ..
/,ct
@-\ date FEBRUARY 2021 detailed E . AHLEMEYER
'1 r;,I CLEANOUT AND ,,, ~;
- HOPE 2" HOPE 1// C105 designed checked
* . . ,r--11 I ~
VALVE VAULT , TYP. (SEE SHEET C108
'Ill
,, I m REDUCTION 4 " TO 2" L//
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~~- _'..--
1
- I -
-J I
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dw,n, B_WEIS J_ HESEMANN ti I - --- GW E FOR DETAILS) - -- ~ i -~~!!!!---- E GE-WAA-15 MATCHLINE C003
~!!!!----
1 - MATCHLINEC005-- GE-WAA-01
'-- -, r / ' G)
, ,, ~
m - i GW__ I - I GW I GW E-- _//
~-3!-- E -
GW E - g*;i,6 7!/L/ ~ 1 GW~-E-1 - - - - - WESTERN AREA WA EXTRACTION f / ~~ 2"HDPE / c, o ~ "' RTU CABINET LINE 5 r--- ....._ -J I 4" HOPE /, rf'/ /J O (CPP-3) (REFER TO GE-WAA-02 - / I WA EXTRACTION " /, ' / STRUCTURAL I
~l I C RAWINGS FOR
'- LINE 3
~ c:i/"'
------,j;;l WESTERN AREA 1 DETAILS)
"$t;,'-- EXTRACTION LINE 2 O
C301 V '-:)~ Cimarron Environmental Response Trust PARTIAL SITE PLAN - NORTH
~~
1l \: ,$t;,'\
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4" HDPE
~/fl_f;~
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1 1.AJ; "' MATCHLINE C003 MATCHLINE C004 _D _ ~~ G()o 0
~ ~ ; { )-
- project 120832 I contract 0
'{ '-~
'-~ '""'" Jf1;! drawing BMCD-GWREMED-C003 -
rev. A sheet 6 of 32 sheets file C003 PART SITE - N.DWG
MATCH LINE C003 no.I date I by I ckd I description
- - MATCH LINE C004 EAA JRH ISSUED FOR
'2c, PRELIMINARY DESIGN NEW ACCESS NOTES:
ROAD(SEE WA EXTRACTION 1. PIPE AND CONDUIT LINE SPACING HAS C013 AND C014) LINE 3 BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PLANS, REFER TO TRENCH GETR-WU-02 SECTION DETAILS FOR TYPICAL PIPE AND (BEGIN TRENCH) 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 SHEETS C101-C104 FOR EXTRACTION AND INJECTION TRENCH DETAILS.
- 5. REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.
/ 6. PROVIDE PULL BOXES EVERY 500' (MAX.)
FOR ELECTRICAL AND INSTRUMENTATION / CONDUITS.
- 7. IMPERVIOUS TRENCH BARRIER SHALL BE INSTALLED ON THE SOUTH FACE OF GWI-UP2-01 AND ON THE SOUTH /
SOUTHEAST FACE OF GWI-UP2-04 .
- 8. INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE DETAIL, SHEETC108.
- 9. REPAIR OR REPLACE ANY EXISTING FENCING THAT IS DAMAGED DURING CONSTRUCTION ACTIVITIES.
- 10. SUBCONTRACTOR SHALL INSTALL STRAW WATTLES DOWN GRADIENT OF ALL DISTURBED AREAS, INCLUDING TRENCHED AREAS.
11 . NUMBER AND SIZE OF GROUNDWATER EXTRACTION CONVEYANCE LINES RUNNING FROM THE WAA TO THE WATF IS SUBJECT TO CHANGE DURING PHASE I 90% DESIGN.
- 12. ORANGE COLOR DEPICTS PHASE I CONSTRUCTION . ~
"vofr 7-/-.;
, Do NOT o 100' 200' DISTURB EX . liiiiiiii I SCALE IN FEET UNKNOWN PIPE I '
3"WATER ' PRELIMINARY - NOT SUPPLY Pl FOR CONSTRUCTION
\
~BURNS
~MSDONNELL 9400 WARD PARKWAY KANSAS CITY , MO 64114
/ 816-333-9400 INSTALL 20 LF x20' OKLAHOMA FIRM LICENSEE NO. 421 W D50=12" RIPRAP date detailed CENTERED OVER TRENCH FEBRUARY 2021 E. AHLEMEYER CONSTRUCTION , designed checked WIDTH OF B.WEIS J. HESEMANN CHANNEL 3" WATER SUPPLY PIPE I
NEW PRIVATE
-I / WATER SERVICE
/ TAPS, COORDINATE
/ TAP AND METER Cimarron Environmental Response Trust
./ INSTALLATION PARTIAL SITE PLAN - SOUTH
// WITH LOGAN
\ COUNTY RURAL
/
I 1 WATER DISTRICT J1N0.2 project 120832 I contract ( .1/ drawing rev . BMCD-GWREMED-C004 - A sheet 7 of 32 sheets file C004 PART SITE PLAN - SOUTH.DWG
no.I date I by I ckd I description
~ GE-WAA-15 A 2/22/21 EAA JRH ISSUED FOR I MATCH LINE C003
******** PRELIMINARY DESIGN MATCH LINE COOS APPROXIMATE AREA OF OBSERVED VARIANCE IN TOPOGRAPHY FROM THE CONTOURS SHOWN NOTES:
- FIELD-VERIFY ACTUAL 1. PIPE AND CONDUIT LINE SPACING HAS
_,.,/'** CONDITIONS , TYP. ~ ,. ". BEEN EXAGGERATED FOR CLARl1Y IN
-------- PARTIAL SITE PLANS, REFER TO TRENCH SECTION DETAILS FOR 1YPICAL PIPE AND CONDUIT SPACING. FIELD ADJUSTMENTS 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 UTILl1Y (30' TOTAL WIDTH
~l~ 00 00 ALONG THE ALIGNMENT SHOWN).
- 4. REFER TO SHEETS C101-C104 FOR WW zz EXTRACTION AND INJECTION TRENCH III
- i :::::i 00 I- I-
<( <( ~~ DETAILS.
- 5. REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.
- 6. PROVIDE PULL BOXES EVERY 500' (MAX.)
FOR ELECTRICAL AND INSTRUMENTATION CONDUITS.
\ 7. INSTALL AIR RELEASE VALVES AT THE HIGH POINTS ON ALL PRESSURE WATER PIPE SYSTEMS. SEE AIR RELEASE VALVE DETAIL, SHEET C108.
- 8. DO NOT DISTURB EXISTING MONITOR WELLS WITHOUT APPROVAL BY OWNER AND CONTRACTOR.
- 9. ORANGE OUTLINE DEPICTS PHASE I CONSTRUCTION.
0 100' SCALE IN FEET PRELIMINARY - NOT 200' FOR CONSTRUCTION
~BURNS
~M~DONNE LL 9400 WARD PARKWAY KANSAS CITY , MO 64114 i 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed FEBRUARY 2021 E. AHLEMEYER designed checked B. WEIS J. HESEMANN I
Cimarron Environmental Response Trust PARTIAL SITE PLAN - EAST project 120832 I contract drawing rev. BMCD-GWREMED-C005 - A sheet 8 of 32 sheets file COOS PART SITE PLAN - EAST .DWG
no.I date I by I ckd I description A 2/16/21 EAA JRH ISSUED FOR PRELIMINARY DESIGN
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NOTES:
- 1. PAVEMENT TO BE SPECIFIED BY OTHERS.
GRADES SHOWN WITHIN PAVEMENT AREA REPRESENT PAVEMENT SUBGRADE R=23.84' SURFACE (9.8" LOWER THAN FINISHED , 7 PAVED SURFACE). REFER TO VNSFS
>< X8 X9 / DESIGN DRAWINGS FOR PAVEMENT
_,,.,,---,- - - - - - - b - - - - - - - - - -- - - - - - :- j- - - - - - - - - -992- - - - - - - - - - . : : : : : : DETAILS.
- 2. FOUNDATION LOCATIONS AND DIMENSIONS ARE APPROXIMATE , REFER TO VNSFS DESIGN DRAWINGS FOR
__,__~,.____;i.µ..,A1-,,;,,;...>~~¥ --- - - - - FENCE AND GATES FOUNDATION DETAILS. DESIGN (REFER TO 3 . CONTRACTOR SHALL APPROVE VEOLIA'S DESIGN SUBGRADE PRIOR TO PAVEMENT
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' SE NOTE 1 WESTE NAREA coCD lTilillJ col i o:,'li' O)rfp TREATMEN BUILDING FF"' 95.25 - - - AREA TO BE PAVED ,
PAVEMENT DESIGN (REFER TO VEOLIA'S
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KANSAS CITY , MO 64114 h* I 816-333-9400 OKLAHOMA FIRM LICENSEE NO . 421
/
u .o date FEBRUARY 2021 detailed E. AHLEMEYER
'5 I I ,1, r------------- -----99...,_- - - ----1 designed checked
~ / /I 22 B.WEIS J. HESEMANN TO SANITARY y / _*' /i LEACH FIELD ,
SEE SHEET C109
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Cimarron Environmental Response Trust WESTERN AREA TREATMENT FACILITY GRADING PLAN AND WESTERN AREA TREATMENT FACILITY GRADING PLAN AND LAYOUT LAYOUT project I itb-contract 120832 drawing rev. BMCD-GWREMED-C006 - A 0 10' 20' 40' 1,....,1 sheet 9 of 32 sheets SC ALE IN FEET file C006 WATF FAC GRADE PLAN .DWG -.,.\ '°'I 10* ,.,.. ..... ... ,... .,.._,-r,T\ .. ., ...,,., ,l r , ,...,-..., T r-,,-,,... ,..,. . .. ...,,.. .. ,..., ,..,,-.-. ,,-, . ,.,-,. 1, r,,-., \r+\ A l,-, .-,.\ r , t"l t,t ,..,,.,....,._, ,.., . l\ ,.._I\ /II , ,... .... r. l llf A "T'r- r- A ,.._,....,..., A ,..,,.,- r-,, A **,..,,., ,,,,.._ A'""'" ,~ ... _,, ... A . An . .... r-,-
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no .I date I by I ckd I description A 2/16/21 EAA JRH ISSUED FOR PRELIMINARY DESIGN
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FL(OUT)= 975 .5 / ANSFORMER . REFER T \'; TEM DRAWINGS (REFER TO VEOLIA'S DESIG , 1/ SFORM_ER AND SWITCHBOARD DETAILS , ,.,,
--F ~>~ - ( cii FL(IN)= 985 .00 NOTES:
- 1. PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN SANITARY SEWER SERVICE PARTIAL SITE PLANS, REFER TO TRENCH PIPE (REFER TO VEOLIA'S WATF POWER SUPPLY
~
DESIGN DRAWINGS FROM C~EANOUT TO BUILDING) INSTALL 42" RCP STORM SEWER PIPE WITH FLARED END SECTIONS , 156 LF AT
@3 SECTION DETAILS FOR TYPICAL PIPE AND CONDUIT SPACING. FIELD ADJUSTMENTS OF PIPE ALIGNMENTS TO AVOID
~
CONFLICTS SHALL BE APPROVED BY THE 6 .1% SLOPE, INSTALL C110
""- I PAVEMENT AREA D50 =12" RIPRAP UPSTREAM ENGINEER.
. I ~ AND DOWNSTREAM AS
- 2. SUBCONTRACTOR SHALL CLEAR 15 FEET FIBER OPTIC AND INSTRUMENTATI ON
. L-@ .. .
B SHOWN , UNDERLAIN WITH 10 OZ./S Y GEO TEXTILE EACH SIDE ALONG FUTURE OVERHEAD POWER LINE ALIGNMENT.
- 3. FUTURE OVERHEAD POWER LINE LINES TO PULLBOX C-1 c 109 EASEMENT HAS BEEN PRELIMINARILY en APPROVED BY UTILITY (30' TOTAL WIDTH ALONG THE ALIGNMENT SHOWN).
WA EXTRACTION LINE 1 4 . REFER TO MECHANICAL AND ELECTRICAL (3" HDPE SDR 11 ) SHEETS FOR DETAILS REGARDING TK- 105 (PROVIDED BY INSTALL 2" WATER APPLICABLE SITE PLAN COMPONENTS. OTHERS) VALVE AND VAULT 5. REFER TO SHEETS C101-C104 FOR EXTRACTION AND INJECTION TRENCH WESTERN AREA DETAILS. TREATMENT BUILDING 6. PROVIDE PULL BOXES EVERY 500' (MAX.) FOR ELECTRICAL AND INSTRUMENTATION INSTALL 3" HDPE SDR 11 TK-705 (PROVIDED BY OTHERS) BELOW TO ABOVE
@ 2 CONDUITS.
- 7. REFER TO C006 AND COOS FOR FUTURE GRADING OF FACILITY AREAS.
WATER SERVICE PIPE GROUND TRANSITION C108 TK-101 (PROVIDED BY OTHERS) TK-106 (PROVIDED BY OTHERS) TK-102 (PROVIDED BY OTHERS) PRELIMINARY - NOT ROAD IMPROVEMENTS, 20' WIDTH , FOR CONSTRUCTION TYP . (SEE TYP. SECTION A , SHEET C108)
~BURNS
~M~DONNELL 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO . 421 date detailed FEBRUARY 2021 E. AHLEMEYER designed checked B. WEIS J . HESEMANN WESTERN AREA TREATMENT FACILITY SITE PLAN Cimarron Environmental Response Trust WESTERN AREA TREATMENT FACILITY SITE PLAN project J contract _
120832 drawing rev. aliii~
~-~-..3~0*~ ~ ~ ~ 6 0' BMCD-GWREMED-C007 - A SCALE IN FEET sheet 10 of 32 sheets file C007 W AREA TREAT FAC SITE .DWG
no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90% DESIGN INJECTION FEED TANK WESTERN AREA (1,700-GAL.) (TK-001) TREATMENT BUILDING (PROVIDED BY OTHERS) (BY OTHERS) CV-001 WITH FLANGED CONNECTION 4" SCH. 80 PVC INFLUENT
~
GROUNDWATER INJECTION SUPPLY LINE - - -- - - 2" BUTTERFL NOTES: VALVE (MOV-~12~ 1. PIPE AND CONDUIT LINE SPACING HAS BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PLANS, REFER TO TRENCH REFER TO MECHANICAL SECTION DETAILS FOR TYPICAL PIPE AND 20' DRAWINGS FOR DETAILS CONDUIT SPACING. FIELD ADJUSTMENTS OF PIPE ALIGNMENTS TO AVOID 4 CONFLICTS SHALL BE APPROVED BY THE q 4 4 ENGINEER. _j <1 q 4 f_
- 2. SUBCONTRACTOR SHALL CLEAR 15 FEET C EACH SIDE ALONG FUTURE OVERHEAD POWER LINE ALIGNMENT.
q 3. FUTURE OVERHEAD POWER LINE _J EASEMENT HAS BEEN PRELIMINARILY
/ 4 APPROVED BY UTILITY (30' TOTAL WIDTH ALONG THE ALIGNMENT SHOWN).
- 4. REFER TO MECHANICAL AND ELECTRICAL q
q SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.
<I . . 5. REFER TO SHEETS C101-C104 FOR WA F INJECTION SKID 4/
q 4 EXTRACTION AND INJECTION TRENCH WILL BE PROVIDED CX) _J DETAILS. BY THERS - - ---,-..._ q q 6. PROVIDE PULL BOXES EVERY 500' (MAX.) _J FOR ELECTRICAL AND INSTRUMENTATION 4 CONDUITS .
. 1, 7. REFER TO C006 AND COOS FOR FUTURE GRADING OF FACILITY AREAS.
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- v T U B UP LOCATIONS PROVIDED BY OTHERS IS - - IS - - IS IS - - IS - - IS IS--
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-- IS - - IS - - IS IS - - IS - - IS - - IS - - IS - - IS FOR CONSTRUCTION I I I I ~BURNS INJECTION MANIF LINES (QTY. 11) I "-.M~DONNELL iii iii iii iii iii iii iii 9400 WARD PARKWAY I I I I KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 iii iii iii iii iii iii iii date detailed I I I I I I MARCH 2020 T. COLLINS iii iii iii iii iii iii iii designed checked B. WEIS R. BETTMENG I I iii iii iii iii iii iii iii I I I I iii iii iii iii iii iii iii I I I I WESTERN AREA TREATMENT FACILITY INJECTION SKID LAYOUT Cimarron Environmental Response Trust WESTERN AREA TREATMENT INJECTION SKID LAYOUT project 120832 I contract _ drawing rev . 0 2' 4' BMCD-GWREMED-C008 A k - SCALE IN sheet 11 of 32 sheets FEET file C008 W AREA TREAT FAC SITE_INJ SKID.DWG
no.I date I by I ckd I description A 2/22/21 EAA JRH ISSUED FOR PRELIMINARY DESIGN PHASE I GROUNDWATER CONVEYANCE PIPING TO WATF NOTES: PHASE I EFFLUENT 1. PIPE AND CONDUIT LINE SPACING HAS 6" HDPE SDR11 BA 1 CONVEYANCE PIPING TO BEEN EXAGGERATED FOR CLARITY IN EXTRACTION LINE 1 BA1 PARTIAL SITE PLANS, REFER TO TRENCH SECTION DETAILS FOR TYPICAL PIPE AND R=50.45' 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 STUB UP PIPE 90° WITH FLANGE CONNECTION FITTING 12" ABOVE INJECTION SUPPLY APPROVED BY UTILITY (30' TOTAL WIDTH GRADE, (REFER TO VEOLIA PIPE FROM ALONG THE ALIGNMENT SHOWN).
EFFLUENT TANK 4. REFER TO MECHANICAL AND ELECTRICAL DESIGN DRAWINGS) FOR CONNECTION TO TANKS FROM SHEETS FOR DETAILS REGARDING STUB-UP , TYP. - - - - - - - - APPLICABLE SITE PLAN COMPONENTS.
- 5. REFER TO SHEETS C101-C104 FOR TK-201 (PROVIDED BY EXTRACTION AND INJECTION TRENCH OTHERS)---- ---------
DETAILS.
~
BA1TREATMENT 6. PROVIDE PULL BOXES EVERY 500' (MAX.) 3 SYSTEM ENCLOSURE FOR ELECTRICAL AND INSTRUMENTATION (PROVIDED BY OTHERS) CONDUITS. PULLBOX C-2 7. PAVEMENT TO BE SPECIFIED BY VEOLIA GRADES SHOWN REPRESENT PAVEMENT POWER POLE WITH POLE-MOUNTED SUBGRADE SURFACE (9.8" LOWER THAN TRANSFORMERS, METER, AND RACK FINISHED, PAVED SURFACE). WITH 2 DISCONNECTS, REFER TO ELECTRICAL DRAWING E103 FOR DETAILS HIGH VOLTAGE ,,,...------ 0 OVERHEAD POWER (BY ,,,...------ UTILITY, SEE NOTE 4) --:;7 0'-\ R=48.31' PRELIMINARY - NOT PAVEMENT AREA SEE NOTE 7 FOR CONSTRUCTION
-202 (BY OTHERS) ~BURNS R=68 .01' - - - - - - - - - - - - / ~MS:DONNELL R=60.36' 9400 WARD PARKWAY COMMUNICATION CABLE BETWEEN KANSAS CITY , MO 64114 816-333-9400 ENCLOSURES OKLAHOMA FIRM LICENSEE NO. 421 FIBER OPTIC COMMUNICATION CABLE date detailed TO TERMINATE IN FIBER PATCH PANEL FEBRUARY 2021 E. AHLEMEYER LOCATED INSIDE INJECTION designed checked ENCLOSURE B.WEIS J. HESEMANN BURIAL AREA 1 TREATMENT FACILITY BURIAL AREA 1 TREATMENT FACILITY GRADING PLAN SITE PLAN Cimarron Environmental Response Trust BURIAL AREA 1 TREATMENT FACILITY SITE PLAN 0
liiiiii/ 10' 20* 40' 0 liiiiii/ 10' 20' 40' project 120832 I contract SCALE IN FEET SCALE IN FEET drawing rev. BMCD-GWREMED-C009 - A sheet 12 of 28 sheets "'7 ,,,._, ,,- ., ,... ,._ , ,-.,,,-., ,-.,-,..,"""' .. .. "" .... "' ,-.,-,..,..-- ,-.,-,.._,..., ** .,.,.. .. ,.., ,..,,-,-.,,...., ,. ,... ,. ,..,,-.,,....,,11,,-.,,._,,.,,._,., ...,,-,-.,,....,,.,.... 1\11 1 , ,...,.. ,.,
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/4ii no.I date I by I ckd I description A 2/22/21 EAA JRH ISSUED FOR PRELIMINARY DESIGN
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BA1 INJECTION ...._ ...._ -----....__ NOTES:
- 1. PIPE AND CONDUIT LINE SPACING HAS o> 1, \ ~\ // / ~ IPES ..... ...._...._:I,\,...._ BEEN EXAGGERATED FOR CLARITY IN PARTIAL SITE PLANS, REFER TO TRENCH SECTION DETAILS FOR TYPICAL PIPE AND
/ \ ~ // _,,,/ STUB UP LOCATIONS CONDUIT SPACING. FIELD ADJUSTMENTS
'i:- \ \ /,,,-' /,,,- PROVID\BY OF PIPE ALIGNMENTS TO AVOID OTHERS /
'i:- / INST . CONTROL \ __,,,/* CONFLICTS SHALL BE APPROVED BY THE
/ / ENGINEER.
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' 'i:- 2. SUBCONTRACTOR SHALL CLEAR 15 FEET POWER SUPPLY TO . EACH SIDE ALONG FUTURE OVERHEAD INJECTI ONSKID \ ,/
/
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POWER LINE ALIGNMENT.
- 3. FUTURE OVERHEAD POWER LINE
. ,/ /'i:- EASEMENT HAS BEEN PRELIMINARILY APPROVED BY UTILITY (30' TOTAL WIDTH TRANSITION TO / 'i:- ALONG THE ALIGNMENT SHOWN).
BELOW GRADE _ _ ___,____. /' / 4. REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE SITE PLAN COMPONENTS.
'/ / BA1 INSTRUMENTATI ON
"- i:-\ CABLES TO WELL FIELD
- 5. REFER TO SHEETS C101 -C104 FOR EXTRACTION AND INJECTION TRENCH DETAILS.
- 6. PROVIDE PULL BOXES EVERY 500' (MAX.)
POWER SUPPLY DUCT FOR ELECTRICAL AND INSTRUMENTATIO N BANK TO WELL FIELD CONDUITS.
- 7. FUTURE GRADE CONTOURS PROVIDED BY OTHERS FOR REFERENCE ONLY.
EARTHWORK FOR THESE FUTURE CONTOURS IS NOT INCLUDED IN THE SCOPE OF WORK DEPICTED IN T HESE DRAWINGS. TK-201 2" INJECTION SUPPLY PIPE FROM EFFLUENT
\ \
0 PRELIMIN ARY - NOT FOR CONSTR UCTION TANK (REFER TO VEOLIA'$ DESIGN DRAWINGS) _ _ _ __,
~BURNS
\ ~M!:DON NELL 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed FEBRUARY 2021 E. AHLEMEYER designed checked B. WEIS J. HESEMANN TK-202 BURIAL AREA 1 TREATMENT INJECTION SKID 0
~ 4' 8' Cimarron Environmental Response Trust project BURIAL AREA 1 TREATMENT 120832 INJECTION SKID I contract _
liiiiiii,i I drawing rev. SCALE IN FE ET BMCD-GWREMED-C010 - A sheet 13 of 32 sheets -,_ 1 ,-. 1 i r
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no.j date I by I ckd I description Ct_ AS SHOWN IN A 3/31/20 BCW RTB ISSUED FOR 90% PLAN VIEW BELOW DESIGN go* (TYP.) APPROX. TOP OF EB BEDROCK SURFACE 1" TO 3" DIA. CLEAN 6"DIA. PERFORATED ~518" GRANULAR RIVER 3,_0.. 2'-0" 2'-0" 3'-0" HOPE SDR21 PIPE - 12" PERFORATIONS GRAVEL DRAINAGEr---- --+--- - ~ - - - - - . -- ----,<'----1 4" MATERIA L .-k-.--sr---- 4" WELL GRADED D50 =18" RIPRAP NOTES: TT 3'-0" K"<>':c~~a,_ GRAVEL BEDDING
- 1. GENTLY PLACE RIP RAP OVER PIPE SECTION, DO NOT DROP RIPRAP ON DRAINAGE MATERIAL.
- 2. 1" TO 3" CLEAN GRAVEL SHALL L~~ US 300 NW GEOTEXTILE FABRIC (US FABRICS)
HAVE LESS THAN 1% PASSING NO. 4 SIEVE. SUBMIT GRADATION INSTALL WYE TO ENGINEER PRIOR TO CLEANOUT PROCUREMENT . 6" DIA. EXCAVATED SURFACE 6" PERFORATED H O P E ~ 4" OF 1"-3" CLEAN PERFORATED HOPE SDR21 W/ 8 TOTAL 6" X 6" TEE PIPESDR21 Q GRAVEL OVER ROWS , 4 AT 90° 1" TO 3" CLEAN RIVER WRAP GRAVEL AND PIPE WITH US FABRICS US 120 NW GEOTEXTILE STAGGERED , 5/8" ROCK GEOTEXTILE FABRIC DIA. , 12" C-C STAGGERED 6" TYPICAL 1206 DRAINAGE AREA CHANNEL PIPE SECTION TYPICAL 1206 DRAINAGE AREA PIPE PERFORATION DETAIL 2 1206 INJECTION PIPE SECTION C NOT TO SCALE C004 NOT TO SCALE NOT TO SCALE 0=18" RfP~1M" .
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PRELIMINARY - NOT NOTES:
- 1. EXCAVATE AREAS SHOWN WITHIN BOUNDARY TO REMOVE ALL SEDIMENT TO BEDROCK.
0 100' 200' a
- 100' 2 00 '
FOR CONSTRUCTION 1r- SC ALE IN FEET liiiiiiiii BOUNDARY SHOWN IS APPROXIMATE. SCALE IN FEET
~BURNS
- 2. FROM BOUNDARY TAPER EXCAVATIONS TO PLAN VIEW EXISTING GRADES AT MAX 3H:1V SLOPE. ~MSDONNELL
- 3. APPROX. EXCAVATION DEPTHS BASED ON LIMITED FIELD INVESTIGATION. 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 T. COLLINS 985 985 designed checked
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-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 DISTANCE (fx')
DISTANC E (fx') project 120832 I contract EAST EXCAVATION PROFILE WEST EXCAVATION PROFILE (APPROX.) E9 SECTION VIEW (APPROX.) EB drawing BMCD-GWREMED-C011 sheet 14 of 32 rev. sheets A file C0111206 DRAINAGE REM PLAN.DWG
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no.I date I by I ckd I description A 3/31/20 BCW RT B ISSU ED FOR 90% DESIGN I \' t: *
*
- NOTES:
- 1. SUBSU RFACE INFORMAT ION SHOWN IS
/ ',\
~ BASED ON LIMITED INVESTIGATION
- r
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;: AND IS PROJECTED TO THE TRENCH t
l \ ALI GNM ENT A T T HE PROPOS ED CONSTRUCTION LOCATION.
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\i BEGIN ~so 2. 4" PERFORAT ED HOP E P IPE SHALL BE 2+23 .95 TRENCH . *.9.ss . END
- SLO PED TO PROVID E POSITI VE STA 0+00 TRENCH '
- DRAINAGE TO SUMPS.
9'<o 0) 945 STA i GET R--WU -02A. * .. 1+20.37 3. REFER TO SHEET M10 1 FOR EXACTION
.B EGIN TRENCH j UPLAND WELL CONSTRUCTION DETAILS.
ACCESS I 0.. <t: 0 4. WH ERE SILICA GRAVE L BACKFILL IS STA 0+00 (.)
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t-~ POTABLE WATER , AS DIRECTED BY c3 -ci (/)w t- O-ci CONTRACTOR. w t- z t-I I I ,.., co Cl) ~ 0(1) W CI) 0 I lD 1000 (.) 0 co 1000 5. STATIC GROUN DWATER ELEVATION z z 955 955 950 W O 3' MIN . APPROX. ~~ 950 WO ~g ESTIMATED USI NG HIGHEST 0:: c:, o::o 0:: + t- + REPLACED EXISTING 1i!- ~ t- + t-~ GROUNDWATER ELEVATIONS zo SOIL, TYP. GRADE, t- ~ O-ci RECORDED AT MONITORING WELLS Z t-c3 w t-
-ci TYP. ~ ~ W Cl) 1381, 138 3, AN D 1387 BETWEEN co Cl)
WW 995 995 950 950 945 DECEMBER 2012 AND AUGUST 20 16. 945 3' MIN. REPLACED APPROX. EXISTING 6. EXISTING GRADE SURVEYED 09/06/16 . SOIL, TYP. GRADE , TYP. 7. SUMP LOCATIONS SHOWN ARE APPROX. 990 990 APPROXIMATE, FIELD VERIFY LOW 945 EXISTING 945 940 - --+- - - --+-- - --1---+--GRADE, TYP. - POINT IN EXCAVATIONS FOR ACTUAL 940 12 OZ. NON-WOVEN SUMP LOCATIONS. GEOT EXTILE 3' MIN . REPLACED 2 OZ. NON-WOVEN 985 985 940 SOIL, TYP. 940 EOTEXTILE 935 935
~
SILICA GRAVEL, TYP. 12 OZ. NON -WOVEN 980 980 935 935 GEOTEXTILE 930 930 SILICA GRAVEL, APPROX . TOP OF APPROX. STAT! 0 50" 100' TYP. SANDSTONE A GROUNDWAT ER .- PLAN VIEW !,....i I APPROX . STATIC ELEVATION SCALE IN FEET APPROX. * ..,,_..,,_ ,.,=~ - - .... - - GROUNDWATER 975 975 930 BOTTOM OF ELEVATION 930 SECTION VIEW O , , 925 5 10 TRENCH , TYP. . \_ 925 VERTICAL ~!,....i~-!!l!!iiiiiiiiiiiii~111111111111111111111111111111~ TRENCH ~ SCALE IN FEET 920 C1D 9 4" PERFORATED PIPE WITH FABRIC FILTER, TYP. EXTRACTION S U M P ~ 920 970 970 APPROX. STATIC 925 APPROX. BOTTOM OF TRANSITION ZONE DEPOSITS 925 HORIZONTAL SCALE IN FEET 50' 100' APPROX. BOTTOM GRO UNDWATER SILICA GRAVEL , OF TRENCH , TYP. ELEVATION TYP . PRELIMINARY - NOT 965 965
~ @ FOR CONSTRUCTION l --
920
~
915 915 TRENCH -4" PERFORATED 3 O 0+00 1+00 2+00 4" PERFORATED PIPE
~ WITH FABRIC FILTER, TYP .
- E~RACTIONSUMP ~ PIPE W ITH FABR IC FILTER , TYP. c 1o9 960 APPROX . BOTTOM O F SANDSTONE A
~BURNS 960
~MSDONNELL EB 915 91 5 GETR-WU-02 A PPROX.
0+00 1+00 BOTTOM OF 9400 WARD PARKWAY ED
'-. TRENCH , @ KANSAS CITY , MO64114 GET R-WU-01 "'-- TRENCH 1 816-333-9400 TREN CH CO OR DINATES GEOMETRY TAB LE 910 EXTRACTION SUMP _M 0 1 910 OKLAHOMA FIRM LIC EN SEE NO. 421 1
NORTHING EAST ING DESCRIPTION o+oo 1+00 +DO date detailed 321269.4163 2091642 .6156 BEGIN T RENCH TRENCH COO RDINATES GEOMETRY TA BLE MARCH 2020 T. COLLINS 321274.0258 2091756.3395 GETR-WU-02A NORTHING EASTING DESCRI PTION designed checked 321341 .734 1 2091843 .2067 EN D TREN CH 320372.0509 320336.1055 320322.1300 2092 431 .11 89 2092462 .6999 2092485.4101 BEGIN TRE NCH T RENCH BEND GETR-WU-01 A GETR-BA1 -02 TRENC H COORDINATE S GEOMET RY TABLE E9 B. WEI S R. BETTMEN G 320303.7550 2092515.2695 EN D TRENCH NORTHING EASTI NG DESCRI PTION 322841 .5190 2095396.2137 BEGI N TRENC H 322839.4518 2095445.1259 GETR-BA-02A 322804 .3845 2095494 .0382 END TRE NCH Cimarron Environmenta l Response Trust EXTRACTI ON TRENCH DETAILS project 120832 I contract _ drawin g rev. BMCD-GWREMED-C101 - A sheet of 32 sheets fi le C101 EXTTRN DET 1.DWG
I date I by I ckd I i no description 7 BOLLARD ~ A 3/3 1/20 EA RH ISSUED FOR 90% DESIGN 8' OPEN-BOTTOM HO PE OR STEEL VAULT WI TH ST EEL LID (TYP. 4) ~ NOTES: I I (SEE NOTE 1)
- 1. SUBCON T RACTOR SHALL VERIFY EXISTING GROUND QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO I CONST RUCTION.
- 2. SUBCONTRACT OR SHALL ORIENT VALVE OPERATORS TO PREVENT I INTERFERENCES WI TH A DJACENT VAULT, PIPE , VALVES, AND FITTINGS.
- 3. EXTRACTI ON WELL AND TRENCH I SUM P SCREEN AND CASING LENGTHS AN D MATERIALS VARY. REFER TO DRAWING M102 AND M201 FOR I EXTRACTION W ELL AND TRENCH SUMP CONSTRUCTION DETAILS.
REFER TO DRAWING C101 FOR TYPICAL EXTRACTION TR ENCH I PROFILES .
- 4. REF ER TO PROCESS DRAWINGS FOR 2" SCH . 80 PVC ADDITIONAL PIPE FITTINGS AND I LAYOUT DETAILS.
I 2" SCH . 80 PVC 5. INSTALL FLOW METER WITH A 2" SCH . 80 PVC T RUE-UNION BALL MINIMUM OF 5 STRAIGHT PIPE GLOBE VALVE I VALVE DIAMETERS UPSTREAM AND 2 I STRAIGHT PIPE DIAMETERS ADJUSTABLE PAINTED STEEL PIPE SUPPORT WITH PIPE SADDLE DOWNSTREAM FROM THE ELECTRODE FLOW METER TEST/ (TYP.) PLANE. I I DOUBLE WASHED CALIBRAT ION PORT 57/67 CLEAN STONE 6. REFER TO SPECIFICATIONS FOR 6" MIN . DEPTH ADDITIONAL PIPE FITTINGS AND LAYOUT DETAILS. I I SECTION G) 7. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. TY PICAL EXTRACTION WELUSUMP -- I I AND VALVE/METERING VAULT ' - ' NOTTO SCALE I I I POWER I
~
J_ CABLE CONDUIT (SEE NOT E 7) F INSTRUMENTATION I CABL E CONDU IT (SEENOTE7) I 0 I
~
II BOLLARD ~
~
I I INSTRJ!.1ENTATION (TYP. 4) (SEE NOTE 1) PRELIMINARY - NOT JUNC1 ION BOX II 2" SCH. 80 TRUE- /S EE NOTE 7) FOR CONSTRUCTIO N I UNION BALL VALVE I (SEE NOT E 2) I I ()==
! I I 0 fl IN LINE PRESSURE TRANSMl-.,--ER (BY OTHERS) r 2" SCH . 80 PVC GLOBE VALVE (SEE NOTE 2) 2" SCH . 80 PVC UNION FLOW METER TEST/
CALI BRATION PORT AND PRESSURE TEST PORLT 2 .. 8 ~~- 17 HOPE _ ~ :::::3 TREATM ENT FACI LITY j date
~BURNS
"-.MEDON NELL 9400 WARD PARKWAY KANSAS CITY , MO 641 14 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 42 1 deta iled MARCH 2020 E. AHLEMEYER I
\ _ PVC TO HOPE designed checked MAGNETIC 2" THREADE D FLOWMFTER TRAN S ITION COUPLING E. DULLE R. HORMELL CHECK VALVE I tSEE NOTE 5 2" SCH . 80 PVC EXT RAC TI O N / SUBCONTRACTOR TO FIE J PROVIDED BY W ELL/SUMP CU T PENETRATION A ND SEA~ OTHERS)
VA ULT WITH FLEXIBLE CAULK SEAi I 8' OPE N-BOTTOM HOPE OR STE EL VAULT WITH LID I I I Cimmarron Environmental Response Trust 0 I 0 EXTRAC TION WELL/SUMP AND VA ULT L J project DETAILS I contract PLAN ~ 120832 TYPICAL EXTRACTION WELUSUMP1ggj drawing rev. AND VALVE/METERING VAULT COOS BMCD-GWREMED-M101 - A NOTTO SCALE sheet 1 of 8 sheets fi le M101 .DWG
30" DIAMETER H-20 INSTRUMENTATION JUNCTION BOX 30" DIAMETER H-20 7 INSTRUMENTATION JUNCTION BOX (S EE NOTE 3) no.I date I by I ckd I description
~ BOLLARD (TYP. 2) RATED STEEL MANHOLE (SEE NOTE 3)
~ BOLLARD (TYP. 2) RATED STEEL MANHOLE A 3/31/20 EA RH ISSUED FOR 90%
~ (SEE NOTE 1) WITH 3/8" DIAMOND ~ (SEENOTE1) WITH 3/8" DIAMOND DESIGN PLATE STEEL COVER PLATE STEEL COVER COMPACTED BACKFILL NOTES:
- 1. SUBCONTRACTOR SHALL VERIFY EXISTING GROUND COMPACTED BACKFILL EXISTING GROUND QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION .
2 INJECTION WELL SCREEN AND CASING LENGTHS VARY. REFER TO DRAWING M202 FOR INJECTION WELL CONSTRUCTION DETAILS . REFER TO DRAWINGS C102 THROUGH C104 FOR TYPICAL INJECTION TRENCH PROFILES.
- 3. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.
- 4. REFER TO DRAWING C101 THROUGH C104 FOR TRENCH CONSTRUCTION
; ; ; ; . ~ 2" SCH . 80 PVC DETAILS .
PITLESS ADAPTER TRANSDUCER CABLE TRANSDUCER CABLE TRENCH BACKFILL GRAVEL (SEE NOTE4) 6" INJECTION WELL 6" INJECTION WELL SCREEN AND CASING SCREEN AND CASING LEVf:L 7 RA"JSDUCER (SEENOTE2) (BY OTHERS) (SEE NOTE 2) 1 1/4" SDR-11 HOPE INJECTION DROP PIPE LE\lf:L TRANSDl.JCER sv OTHERS\ 1 1/4" SDR-11 HOPE INJECTION DROP PIPE SAND FILTER PACK 6" DIA. END CAP 6" DIA . END CAP SECTION B SECTION A BOLLARD (TYP. 4) TYPICAL INJECTION WELL C004 coo TYPICAL INJECTION TRENCH SUMP 8884 NOTTO SCALE (SEE NOTE 1) NOTTO SCALE BOLLARD (TYP. 4) 30" DIAMETER H-20 (SEE NOTE 1) 30" DIAMETER H-20
@ RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER @
RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX INSTRUMENTATION JUNCTION BOX (SEE NOTE 3) (SEE NOTE 3) EXISTING GROUND EXISTING GROUND POWER JUNCTION BOX POWER JUNCTION BOX (SEE NOTE 3) (SEE NOTE 3) 1/,
/~
'*~~
~
':5, PRELIMINARY - NOT FOR CONSTRUCTION
~BURNS COMPACTED BACKFI LL ~ ~M~DONNELL
--~~~
"7~ 9400 WARD PARKWAY KANSAS CITY , MO 64114 2" SCH . 80 PVC 816-333-9400 PROVIDE PUMP SUPPORT CAB OKLAHOMA FIRM LICENSEE NO . 42 1 PUMP POWER CABL PITLESS ADAPTER date detailed MARCH 2020 E . AHLEMEYER TRANSDUCER CABLE PUMP POWER CABLE 24"(MIN .) designed checked TRANSDUCER CABLE 1 1/4" SDR-11 HOPE DROP PIPE TO PUMP OUTLET E. DULLE R. HORMELL 12"(MIN.)
BENTONITE SEAL EvEL TRANSDUCER 4" SUBMERSIBLE PUMP vv, 3-PH/'.ISE BY OTHERS\ 480V ELECTRIC MOTOR (BY OTHERS/ 4" SDR- 11 HOPE 0.06" - - - SLOTTED PIPE (SEE NOTE 5) TRENCH BACKFILL GRAVEL LEVEL TRANSDUCER (SEE NOTE 4) 6" EXTRACTION WELL SCREEN AND (BY OTHERS) CASING (SEE NOTE 3) SAND FILTER PACK 4' SUBfv1ERSi8LE PUMP W 1 3-PHASE Cimarron Environmental Response Trust 480V El ECTRIC h1OTOR ,BY OTHFRS1 INJECTION AND EXTRACTION WELL DETAILS SECTION C project 120832 I contract TYPICAL EXTRACTION WELL C004 SECTION D NOTTO SCALE coo C004 drawing rev, TYPICAL EXTRACTION SUMP coo NOTTO SCALE BMCD-GWREMED-M102 - A sheet 2 of 8 sheets file M102 .DWG
no. I date I by I ckd I description A ln313112nl EA I RH !ISSUED FOR 90% I '1 DESIGN
~Q_~~
WA Extraction Trench Construction Details BA 1 Extraction Trench Construction Details
- 1. WELLS WITH MULTIPLE SCREENED Total Depth Sump Drop Pipe Trench Drain Trench Drain Total Depth Sump Drop Pipe Trench Drain Trench Drain INTERVAL ELEVATIONS ARE Diameter Diameter Sump Trench Drain Pipe Prpe Diameter Pipe Screen Filter Pack SEPARATED BY A ZERO SLOT Extraction Trench of Sump (ft Diameter Diameter Sump Trench Drain Pipe Pipe Diameter Pipe Screen Extraction Trench of Sump (ft Material (inches) Slot Size (in) (see note 3) SCREEN.
Sump ID bgs) (inches) (inches) Material Material (inches) Slot Size (in) Filter Pack Sump ID bgs) (inches) (inches) Material SDR-1 1 HDPE 4 0.06 Gra-...el Backfill 2. ACTUAL EXTRACTION TRENCH GETR-WU-01A 28 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra-...el Backfill GETR-BA 1-01A 24 6 1.25 HDPE SCREEN LENGTHS AND DRAIN PIPE GETR-WU-02A 17 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra-.el Backfill GETR-BA1-01B 19 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra-.el Backfill LENGTHS WILL BE DETERMINED AT 25 6 1.25 HOPE SDR-11 HOPE 4 0.06 Gra-.el Backfill TIME OF CONSTRUCTION. GE TR-BA 1-02A
- 3. EXTRACTION TRENCH SUMPS GETR-BA1-01A AND B WERE INSTALLED DURING THE 2017 PILOT STUDY.
- 4. EXTRACTION WELL GE-WU--01 SHALL BE INSTALLED USING AIR ROTARY METHODS AND REAMED TO A 10-INCH MINIMUM NOMINAL DIAMETER.
WA Extraction Well Construction Details BA 1 Extraction Well Construction Details Screened Interval Screened Interval Screen Elevations (ft ams! ) Drop Pipe Elevations (ft ams l) Screen Slot Extraction Wel l Total Depth of Diameter Drop Pipe Slot Size Total Depth of Diameter (see note 1) (in) Filter Pack Extraction Well ID Wel l (ft bgs) (inches) Diameter (inches) Well Material (see note 1) S ize (in) Filter Pack ID Well (ft bgs) (inches) Diameter (inches) Well Material PVC Cemex 16x30 GE-BA1-02 20 6 1.25 PVC 916.5-927 0.025 Cemex 16x30 GE-WAA-01 30 6 1.25 910-913; 917.5-927 0.025 Cemex 20x40 GE-BA1-03 23 6 1.25 PVC 919-924 0.020 Cemex 20x40 GE-WAA-02 30 6 1.25 PVC 910-911 .5; 915.5-929 .5 0.020 919-929.25 Cemex 20x40 GE-BA1-04 27 6 1.25 PVC 910-923 0.020 Cemex 20x40 GE-WAA-03 25 6 1.25 PVC 0.020 Cemex 20x40 GE-BA1-05 28 6 1.25 PVC 907.5-910.5; 915.5-924 0.025 Cemex 16x30 GE-WAA-04 30 6 1.25 PVC 913.5-927 0.020 Cemex 16x30 GE-BA1-06 28 6 1.25 PVC 907.5-926 0.020 Cemex 20x40 GE-WAA-05 30 6 1.25 PVC 907-917 0.025 Cemex 20x40 GE-BA1-07 28 6 1.25 PVC 906. 5-911 ; 918-923 0.020 Cemex 20x40 GE-WAA-06 25 6 1.25 PVC 923-930.5 0.020 GE-BA1-08 30 6 1.25 PVC 905 .5-913. 75 0.020 Cemex 20x40 GE-WAA-07 20 6 1.25 PVC 917-929.5 0.020 Cemex 20x40 GE-BA1-09 28 6 1.25 PVC 909-913; 923-925.5 0.020 Cemex 20x40 GE-WAA-08 20 6 1.25 PVC 917 .5-928.5 0.020 Cemex 20x40 GE-WAA-09 20 6 1.25 PVC 921-929 0.025 Cemex 16x30 GE-WAA-10 20 6 1.25 PVC 920-928.5 0.020 Cemex 20x40 GE-WAA-11 20 6 1.25 PVC 919 .5-925 0.020 Cemex 20x40 GE-WAA-12 20 6 1.25 PVC 917.5-928.75 0.020 Cemex 20x40 GE-WAA-13 20 6 1.25 PVC 920-925 0.020 Cemex 20x40 GE-WAA-14 35 6 1.25 PVC 908-922 0.020 Cemex 20x40 GE-WAA-15 30 6 1.25 PVC 908. 5-918.25 0.020 Cemex 20x40 GE-WU-01 80 6 1.25 PVC 928-943 0.020 Cemex 20x40 PRELIMINARY - NOT FOR CONSTRUCTION
~BURNS
~MSDONNELL 9400 WARD PAR't<M/AY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 E. AHLEMEYER designed checked E. DULLE R. BETTMENG Cimarron Environmental Response Trust CONSTRUCTION DETAILS INDEX EXTRACTION WELLS/SUMPS project 120832 I contract drawing rev.
BMCD-GWREMED-M201 - A sheet 6 of 8 sheets I file M201.DWG
I no.I date I by I ckd I description A ~3/31/2~ EA I RH ISSUED FOR 90%
; DESIGN
~9TE~
- 1. REFER TO DRAWING P203 FOR ESTIMATED FLOW RATES.
WA Extraction Pump Selections BA1 Extract ion Pump Selections 2. EACH PUMP SHALL BE EQUIPPED Extraction Motor Size Pump Inlet Set Extraction Motor Size Pump Inlet Set WITH A SHROUD. Well/Sump ID Pump Selection (HP) Depth (ft ams!) Well/Sump ID Pump Selection (HP ) Depth (ft ams! ) GETR-WU-01A Grundfos 5S05-9 0.50 967.5 GE -BA1 -02 Grundfos 25S07-5 0.75 925.0 GETR-WU-02A Grundfos 16S07-8 0.75 928.0 GE-BA1-03 Grundfos 25S07-5 0.75 920.5 GE-WAA-01 Grundfos 25S 15-9 1.5 918.25 GE -BA1 -04 Grundfos 25S07-5 0.75 915.5 GE-WAA-02 Grundfos 25S 10-7 1.0 922.5 GE -BA1-05 Grundfos 25S07-5 0.75 918.0 GE -WAA-03 Grundfos 25S 15-9 1.5 926.0 GE-BA1 -06 Grundfos 25S07-5 0.75 911 .25 GE-WAA-04 Grundfos 25S 15-9 1.5 915.0 GE-BA1-07 Grundfos 25S07-5 0.75 909.0 GE -WAA-05 Grundfos 25S 15-9 1.5 909.5 GE -BA1-08 Grundtos 25S07-5 0.75 907.5 GE -WAA-06 Grundfos 16S05-5 0.50 928.0 GE-BA1 -09 Grundfos 25S07-5 0.75 911 .0 GE-WAA-07 Grundfos 25S10-7 1.0 919.0 GETR-BA 1-01 A Grundfos 16S05-5 0.50 919.5 GE-WAA-08 Grundfos 25S10-7 1.0 921.0 GETR-BA 1-01 B Grundfos 16S05-5 0 50 919.5 GE-WAA-09 Grundfos 25S10-7 1.0 923.0 GETR-BA 1-02A Grundfos 16S05-5 0.50 914.5 GE-WAA-10 Grundfos 25S10-7 1.0 923.0 GE -WAA-11 Grundfos 25S 15-9 1.5 922.0 GE -WAA-12 Grundfos 25S 15-9 1.5 919.5 GE -WAA-13 Grundfos 16S07-8 0.75 921 .5 GE-WAA-14 Grundfos 25S 15-9 1.5 915.0
~ GE-WAA-15 Grundfos 25S 15-9 1.5 911 .0
-- GE -WU-0 1 Grundfos 5S05-9 0.50 930.0 ---r
~
~
~-*
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~ -= ~ ===
~
==
1 PRELIMINARY - NOT
==
~ FOR CONSTRUCTION
~ ~URNS
~ M5DONNELL J 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 E. AHLEMEYER designed checked E. DULLE R. BETTMENG Cimarron Environmental Response Trust PUMP SELECTION INDEX EXTRACTION WELLS/SUMPS project 120832 I contract drawing rev.
BMCD-GWREMED-M203 - A sheet 8 of 8 sheets I tile M203.DWG
"'lt . 1,.. 1 1 a.IT' t f'"' I ~
no.I date I by I ckd I description WATF EXTRACTION SYSTEM INSTRUMENTATION A 01/13/21 AA JRH ISSUED FOR EXTRACTION PRESSURE FLOW METER/ PRELIMINARY DESIGN PHASE'" PUMP ID VFDID LEVEL TRANSDUCER ID WELUSUMP ID TRANSMITTER ID TRANSMITTER ID NOTES: GE-WAA-01 PHASE I P-100 1 PT-1001 FT- 1001 LT-1001 c-] ) 1. REFER TO DRAWING M201 AND M203 GE-WAA-02 PHASE I P-1002 PT-1002 FT-1002 LT-1 002 \,, NOTE 3 FOR PUMP AND PIPING GE-WAA-03 PHASE I P-1003 PT-1 003 FT-1003 LT-1 003 SPECIFICATIONS. GE-WAA-04 PHASE I P- 1004 PT-1 004 FT-1004 LT-1004 2 PIPE DIAMETERS VARY. REFER TO GE-WAA-05 PHASE P-1005 PT-1 005 FT-1005 LT - 1005 DRAWINGS C003 AND C004 FOR GE-WAA-06 PHASE P-1006 PT-1006 FT-1 006 LT-1 006 SPECIFIC PIPE DIAMETER LT-1007 INFORMATION. GE-WAA-07 PHASE P-1007 PT-1 007 FT-1007 GE-WAA-08 PHASE P-1008 PT-1008 FT-1008 LT-1008 3. REFER TO VFS-EPM-000-DWG-P-110 AND P-115. GE-WAA-09 PHASE P-1009 PT-1009 FT-1 009 LT-1009 SEE NOTE 41 4. REFER TO VFS-EPM-000-DWG-P-1 15. GE-WAA-10 PHASE P-1010 PT-1010 FT- 1010 LT-1010 GE-WAA-1 1 PHASE I P-101 1 PT-1011 FT-1 011 LT-1011 5. LOW WELL WATER LEVEL; SHUT DOWN SUBMERSIBLE PUMP. GE-WAA-12 PHASE II P-1012 PT-1012 FT-1012 LT-1012 GE-WAA- 13 GE-WAA- 14 PHASE 11 PHASE II P-1013 P-1014 PT-10 13 PT-10 14 FT-1013 FT-1014 LT-1013 LT-1014 AGt-UG
- 6. LOW/HIGH PRESSURE; SHUT DOWN SUBMERSIBLE PUMP.
FT-1015 LT-1015 7. LOW/HIGH WATER FLOW RATE ; SHUT GE-WAA-15 PHASE II P-10 15 PT-1015 DOWN SUBMERSIBLE PUMP. GE-WU-01 PHASE II P-1016 VFD-101 6 PT-1016 FT-1016 LT-1016 HDPEt-
- 8. CEASE GROUNDWATER EXTRACTION GETR-WU-01A PHASE II P-1 017 VFD-1017 PT-101 7 FT-1017 LT-1017 SS MODE SIGNAL FROM TREATMENT GETR-WU-02A PHASE I P- 1018 VFD-1018 PT-10 18 FT-1018 LT-1018 BUILDING ; SHUT DOWN SUBMERSIBLE IGW - HDPE PUMP.
(SEE NOTE 2) ~ 9. THE FOLLOWING WILL BE PROVIDED
, EXTRACTION WELUSUMP ~ BY OTHERS : SUBMERSIBLE PUMPS,
, PRESSURE TEST/
I VAULT
/ CALIBRATION PORT GROUNDWATER EXTRACTION VARIBLE FREQUENCY DRIVES, LEVEL TRUNK LINE TRANSDUCERS. PRESSURE
\ ." \ (TYP.) TRANSMITTERS, AND FLOW METERS/TRANSMITTERS.
- 10. P- 1016, P-1017, AND P-1 018 ARE EQU IPPED WITH VARIABLE FREQUENCY DRIVES.
11 . EQUIPMENT ASSOCIATED WITH PHASE II ASSUMES ALL PROPOSED INFRASTRUCTURE IS INSTALLED UPON COMPLETION OF PHASE I. EXTRACTION WELL/ SUMP CASING - ~ PITLESS ADAPTER 2"-IGW - PVC FT 2" - IGW - HOPE (SEE NOTE 1) 1001 2" - IGW - HOPE FLO\/\, .lfTfR IGW-HDPE BY o~*HEP.S (SEE NOTE 1)
~ Bf,1ERSIB ~ PUf,1F' ~ 1001)
- 7 BRANCH VALVE/
I (BV O'"'"HE:RS) I CLEANOUT VAULT I U::.VEL. TRANSDuCER I (TYP. , SEE C108) PRELIMINARY - NOT
!BY OTHERS)
I I FOR CONSTRUCTION LT __LlLl I - - ~ I I NOTES 5,6,7,8 I ~BURNS
~MSDONNELL I I 9400 WARD PARKWAY I I KANSAS CITY, MO 64114 L _ _______ _ _ _J 816-333-9400 OKLAHOMA FIRM LICENSEE NO . 421 GROUNDWATER EXTRACTION date detailed TRENCH SUMP/WELL WITHOUT VFD JANUARY 2021 A. ANSTAETT (TYP. OF 15) designed checked E. DULLE J . HESEMANN
~ Blv!ERSIBLE PUMP~ 101G)
----7 I '8Y OTHERS)
I Y ~ LE El TRANSDUCER I tBY OTHERS) -- ~ I I , NOTES 5,6,7 ,8 I LT I 1016 I I I I I I I I I Cimmaron Environmental Response Trust I I L_ -- - ---,....~ -+-~--< I WESTERN AREA GROUNDWATER EXTRACTION SYSTEM P&JD I I L _____ _ __ _ _J project 120832 I contract GROUNDWATER EXTRACTION drawing rev. TRENCH SUMP/WELL WITH VFD (TYP . OF 3) BMCO-GWREMEO-P101 - A sheet 2 of 11 sheets FROM EXTRACTION WELLS file P101_PHASE I & 11.DWG
no.I date I by I ckd J description A 01/13/21 AA JRH ~:~L~~l~~~y DESIGN BA1 EXTRACTION SYSTEM INSTRUMENTATION FLOW METER/ NOTES: EXTRACTION PRESSURE LEVEL TRANSDUCER ID PHASE11 PUMP ID VFDID TRANSMITTER ID TRANSMITTER ID WELUSUMPID 1. REFER TO DRAWING M201 AND M203 GE-BA1-02 PHASE I P-2001 PT-2001 FT-2001 LT-2001 FOR PUMP AND PIPING GE-BA1-03 PHASE I P-2002 PT-2002 FT-2002 LT-2002 SPECIFICATIONS . GE-BA1 -04 PHASE I P-2003 PT-2003 FT-2003 LT-2003
- 2. PIPE DIAMETERS VARY . REFER TO GE-BA1-05 PHASE I P-2004 PT-2004 FT-2004 LT-2004 DRAWING COOS FOR SPECIFIC PIPE LT-2005 DIAMETER INFORMATION .
GE-BA1-06 PHASE I P-2005 PT-2005 FT-2005 PT-2006 FT-2006 LT-2006 3. REFER TO VFS-EPM-000-DWG-P-210 GE-BA1 -07 PHASE II P-2006 AND P-215. GE-BA1 -08 PHASE II P-2007 PT-2007 FT-2007 LT-2007
- 4. REFER TO VFS-EPM-000-DWG-P-215.
GE-BA1 -09 GETR-BA 1-01A PHASE II PHASE I P-2008 P-2009 VFD-2009 PT-2008 PT-2009 FT-2008 FT-2009 LT-2008 LT-2009 SEE NOTE 4 t 5. LOW WELL WATER LEVEL; SHUT DOWN SUBMERSIBLE PUMP. GETR-BA 1-01B PHASE I P-2010 VFD-2010 PT-20 10 FT-2010 LT-2010 VFD-201 1 PT-2011 FT-2011 LT-201 1 6. LOW/HIGH PRESSURE; SHUT DOWN GETR-BA 1-02A PHASE I P-2011 AG _ SUBMERSIBLE PUMP. UG r 7. LOW/HIGH WATER FLOW RATE; SHUT DOWN SUBM E RSIBLE PUMP .
,- EXTRACTION WELUSUMP ,- PRESSURE TEST 8. CEASE GROUNDWATER EXTRACTION
/ VAULT ss
/ PORT I MODE SIGNAL FROM TREATMENT
/ HOPE!
BUILDING ; SHUT DOWN SUBMERSIBLE PUMP .
'\ ~ \ ,,\.'\ '
, PRESSURE TEST/ 1 9. THE FOLLOWING WILL BE PROVIDED BY OTHERS: SUBMERSIBLE PUMPS,
/ CALIBRATION PORT 1 EXTRACTION WELL/SUMP BRANCH IGW - HDPE I ,- FLOW METER TEST/ LINE CONNECTION (TYP.) LEVEL TRANSDUCERS , PRESSURE (SEE NOTE 2)
I / CALIBRATION PORT TRANSMITTERS, AND FLOW METERS/TRANSMITTERS. I I I \ \ \.
- 10. P-2009 , P-2010 AND P-20 11 ARE I ,I I C
EQUIPPED WITH VARIABLE CLEANOUT 7 I I FREQUENCY DRIVES.
/ 2"- IGW-PVC ~
/ I PT FE 2001
~ JI/ I PV~ ~OPE HOPE. PVJ ~OPE GROUNDWATER EXTRACTION TRUNK LINE 11 . EQUIPMENTASSOCIATEDW ITH PHASE II ASSUMES ALL PROPOSED INFRASTRUCTURE IS INSTALLED
,..,.- UPON COMPLETION OF PHASE I.
f - - - - ' - - - - - - - - - + d l ~ l ~ l ~ i 1 - - - _ _ , fwl 1-----,I IOl1----1-,..,.- _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _----t---.:--1IOl..._... .-----
~ PITLESS ADAPTER (SEE NOTE 1) 2" - IGW - PVC H
~
2001 2" - IGW - HOPE '" "-- tGW - PVC (SEE NOTE 2) FLOv\ 'v1ETER
~ IGW-HDPE (BY OTHfRS)
(SEE NOTE 1) ':\ \ EXTRACTION WELUSUMP \<\\, TRUNK LINE VALVE/
~
CASING CLEANOUT VAULT LEVEL TRANSJUCER SUBMERSIBLE PUMP (P-200 1 ) (BY OTHERSj 7 I " - GROUNDWATER EXTRACTION TRUNK LINE (TYP., SEE C108 ) I (B'r OTt-lERS, I PRELIMINARY - NOT I I LT 2001 0--- G~~ NOTES 5,6,7,8 I I FOR CONSTRUCTION I I I ON/OFF I ~BURNS L _ _ _ _ ___ _ _ __ _ ~MSDONNELL _ ____ J GROUNDWATER EXTRACTION 9400 WARD PARKWAY KANSAS CITY, MO64114 TRENCH SUMP/WELL W ITHOUT VFD 816-333-9400 (TYP . OF 8) OKLAHOMA FIRM LICENSEE NO . 42 1
- - - - - - - - - - - -7 date detailed A . ANSTAETT SUBMERSIBLE PUMP ,P-2ooci, JANUARY 2021 1
(BY OTHERS I I designed checked Y LEVELTRANSDUCER I (BY OTHERS
- -~
~ I E. DULLE J. HESEMANN I NOTES 5,6 ,7 ,8 I
I 2009 I VFD VFD-2009 I I I NOTE10 I I I I I I I I L - - - - - - -+~c--+-~,-, I I L _ ___ _ _ _ ___ J Cimmaron Environmental Response Trust BURIAL AREA 1 GROUNDWATER GROUNDWATER EXTRACTION EXTRACTION SYSTEM P&ID TRENCH SUMP/WELL WITH VFD (TYP. OF 3 ) project 120832 I contract drawing rev. FROM EXTR ACTI ON WELLS BMCD-GWREMED-P102 - A sheet 3 of 11 sheets file P102_PHASE I & I1.DWG
no I date I by I ckd I description A 11212 11201 AA I JRH IISSUED FOR
'I PRELIMINARY DESIGN 2
Influent Characteristics Flow Rates Nitrogen, Nitrogen, Total Total Nitrate- Nitrate-Fl uoride Tc -99 Tc-99 Bicarbonate Hyd ro xide Phenolphtha lei n Groundwater U-235 Uranium Ura nium Nit rit e Nitrite Fluorid e 3 pH Al kalinity Carbonate Al kalinity Alkalin ity Alkalinity Total Alkalinity Aluminum Extraction Process Designated Nominal Range Enrichment1 (Initial) (Ma ximum) (Initial) (Ma ximum) (Initial) (Ma ximum )3 (lnitial) (Maximum) mg/L mg/L mg/L mg/L mg/L µg/L Remediation Area gpm gpm % µg/L µg/L mg/L mg/L mg/L mg/L ng/L ng/L s.u. Stream 0.94 1.00 1.00 436.46 80.59 "U>DCGL " AREA A 14 10 -26 1.3 1720 1720 2.35 2.35 0.72 0.72 -- 7.12 0.00 7.10 439.32 62.57 BA1 "U>DCGL" AREA------ B 66 -. ... }9_:_~q_ 1.3 1139 ___l ~}~ -- 0 .27 0.49 -- 7.09 0.16 6.76 460.92 1.53 ****** - 1.00 1.00
***- ........ 4:~?:~~ . ***** * **-*-*
5.93 480.00 - 481.00 26.70 1.3 128.3 128.3 0 .06 0.43 7.24 0.89
" U<DCGL" AREA C 20 10 - 40 343 .13 0.84 1.00 1.00 343.67 105.65 WAA U>DCGL 99 60-120 2.9 147 147 38.1 38 .1 2.21 ___ I. 2.3 0.0 14.51 6.96 -0.06 7.07 .. -- *---- - ---------*-*-* ***-***** *-**-**-*--- ******* ************-**-***-**---- *- ** ***-- ----- -*--*-* ***** ***-*
580.50 WATF ****** 7.05 0.25 6.55 579.50 1.26 1.00 1.00 WU-1206 "NORTH" 8 3 -15 2.9 304 304 38.6 7.03 i 7.0 2 Influent Characteristics Flow Rates Groundwater U-235 Ortho-4 Sil ica Sodium 4 Sulfate TSS TDS TOC Phosphorous Methan e Temperature Extraction Process Designated Nominal Range Enrichment1 Calcium Chlorides Ferrous Iron Iron Magnesium Manganese Phosphate Potassium
µg/L mg/ L µg/ L µg/L µg/ L mg/L mg/L mg/ L mg/L mg/L mg/L *c Stream Remediation Area gpm gpm % µg/L mg/L mg/L µg/ L µg/ L 30758 .62 50.54 606.61 3.07 - 15.19 10 - 26 108831.03 20.43 0.40 545 .93 49279 .31 633.23 0.20 605.2 1 24072.41 "U>DCGL" AREA A 14 1.3 91940 .00 266.42 985 .04 3.79 15.29 BAl "U. >DCGL" AREA B 66 30-90 1.3 163440.00 73.38 0.75 763 .78 61892.00 436.98 0.13 2133.20 26132.00 807.00 1930.00 26000.00 58400 .00 338.00 5.00 1120.00 5.13 - 15.57
" U< DCGL" AREA C 20 10- 40 1.3 186000. 00 149.00 0.05 4740.00 64300.00 86.78 0.20 3346.67 22266.67 115640.00 369 .13 1235.33 7.19 - 0.03 13.79 WAAU >DCGL 99 60-120 2.9 194200.00 99 .37 0.05 107.53 77986.67 WATF 160.25 0.20 2439.00 84050 .00 72 .80 859 .5 0 - 16.10 WU-1206 " NORTH " 8 3 -15 2.9 156500.00 17.85 204.50 57300.00 DEFINITIONS:
BA1 - BURIAL AREA 1
' C - DEGREES CELCIUS DCGL - DERIVED CONCENTRA TlON GOAL LEVEL gpm - GALLONS PER MINUTE LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER ng - NANOGRAM PER LITER PBA - PROCESS BUILDING A REA RSI - RYZNER STABlllTY INDEX s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS PRELIMINARY - NOT TOC - TOTAL ORGANIC CARBON TSS - TOTAL SUSPENDED SOLIDS FOR CONSTRUCTION U- URANIUM CONCENTRATION
µg/L - MICROGRAMS PER LITER
µm - MICROMETER ~BURNS WAA - WESTERN ALLUVIAL AREA
~MS DONNELL GENERAL NOT ES:
- 1. TH E AVERAGES PRESENTE D IN THIS
SUMMARY
ARE NOT NECESSARI LY REPRESENTATIVE OF 9400 WARD PARKWAY KANSAS CITY , MO 641 14 INFLUENT CHARACTERISTICS AT A LL TIMES. THE ACTUAL CHARACTERIST ICS OF EACH PROCESS 816-333-9400 STREAM MAY VARY BASED ON THE GROUNDWATER EXTRACTION AND INJECTION COMPONENTS IN OKLAHOMA FIRM LICENSEE NO. 42 1 OPERATION AT AN Y GIVEN TIME. date detailed
- 2. WITH TH E EXCEPTION OF URANIUM , NITRATE, AND FLOURIDE CONCENTRATIONS, THE DATA USED TO PREPARE THIS
SUMMARY
IS LIMITED TO THE MOST RECENT GROUNDWATE R ANALYTICAL RESULTS DECEMBER 2020 A . ANSTAETT AVAILABLE FOR EACH SAMPLE LOCATION AND PARAM ETE R, AS SPECIFI ED IN THE MS EXCEL designed checked WORKBOOK FILE ENTITLED 2015-2-28 COMPREHENSIVE ANALYTICAL DATA .. E. DULLE J. HESEMANN
- 3. INFLUENT CHARACTERISTICS FOR EACH PROCESS STREAM WERE ESTIMATED BY A VERAG ING CONCENTRATIONS RE PORTED FOR MON ITORING WELLS CONSIDERED REPRESENTATIVE OF EACH GROUN DWATER REMEDIATION AREA AND EXTRACTION STREAM .
1 2 PERCENT EN RICHM ENT VALUES AR E FROM TH E WORKBOOK FILE ENTITLED URANIUM ACTIVITY VS MASS CONCENTRATION TOTAL ALKALI NITY, CALCI UM AND TDS CONCENTRATI ONS USED FOR LSI AND RS I CALCULATIONS AT EACH LOCATION WERE REV.A. TAKEN FROM THE LOCATION . TEM PERATURE AND PH THE SAME SAMPLING EVENT WHICH OCCURRED IN EITHER 2004 , 2005 , OR 2007, DEPEN DI NG ON VAL UES US ED FO R LSI AN D RSI CALCULATIONS WERE TAKEN FROM TH E 2015 SAM PLI NG EVEN T AT EACH LOCATION . E (2-13-20) TC-99 IN ITIAL AND MAXIM UM CO NCENTRATIONS ARE FROM THE WORKBOOK FILE ENTITLED 90% DESIGN WORKBOOK REV 3 RI VER MAY BE SODIUM AND CHLORIDE CONCENTRATIONS IN GROUNDWAT ER EXTRACTED FROM WELLS LOCATED NEAR TH E CIMARRON 4 SIGNIFICANTLY HIGHER THAN THE CONCENTRATIONS REPORTED FOR SI TE MONITORING WELLS. Cimmaron Environmental Response Trust
!WATER TREATME NT DES IGN BASIS SUMMAR\'
INFLUENT CHARACTERISTICS - PHASE I project 120832 I contract drawing rev. BMCD-GWREMED-P201 - A sheet 7 of 11 sheets I file P201 REV 2020122 1.DWG
no.I date I by I ckd I description A Jo1101121JEAA J JRH ISSUED FOR 1 PRELIM INARY DESIGN Influent Characteristics Flow Rates Nitrogen, Nitrogen, Tota l Total Nitrate- Nitrate - Nitr it e Nitrite Fluori de Fluoride Bica rbonate Carbonate Hydroxide Phenol phthale in Tot al G roundwater Urani u m Uran iu m 2 1 Alkalin ity Alu m inum Cal cium Ch lori des Range (Ini ti al) (Ma ximum) (Ini t i al) (Maximum ) (Initi al) (Ma ximum) pH l.511 RSl Alkali nity Alka li nity Alka linity Alkalini ty Extraction Process Designated Nominal i mg/L s.u . mg/L mg/L mg/L mg/L mg/L µg/L µg/L m g/L Stream Remediation Area gpm gpm µg/ L µg/ L mg/L m g/L mg/ L
' 0.94 1.00 1.00 436.46 80.59 108831.03 20.43 7.12 0.00 7.10 439.32 "U>DCGL" AREA A 14 10- 26 1720 1720 2.35 I 2.35 0.72 0.72 0.49 0.49 7.09 0.16 6.76 460.92 1.53 1.00 1.00 462.96 62.57 163440.00 73.38 BAl "U>DCG L" A REA B 66 30- 90 1139 l 1139 0.27 I 0.27
'I 0.43 0.43 7.24 0.89 5.93 480.00 - - 481.00 26.70 186000.00 149.00 "U<DCGL" AREA C 20 10- 40 34.7 34.7 0.06 i 0.06
' 2.3 6.96 -0.06 7.07 343.13 0.84 1.00 1.00 343.67 105.65 194200.00 99.37 WAA U>DCGL 99 60 - 120 147 147 35 .8 ! 35.8 2.27 WAA-WEST 10 10- 30 58.6 I 58.6 10.2 i 10.2 0.45 0.5 7.32 0.10 7.01 359.33 - - 360.67 - 135666.67 94.40 I
- - - 324.00 61.60 WAA "U<DCGL" EAST 20 20 - 60 51.1 I 51.1 72.2 l 72. 2 0.45 0.4 7.25 l 1.00 1.00 7.40 -0.44 8.28 277.00 - - 278.00 26.70 24700.00 3. 72 W ATF W U- 1206 "SOUTH" 4 1- 5 62. 0 62.0 11.57 11.57 W U- PBA 5 1-5 29.0 I 29.0 61.7 ! 61.7 0.32 0.3 6.93 - - - - - 8. 28
- 285.33 16.55 182500.00 12.78 WAA "BLUFF" 104 90- 210 14.27 22.29 114 I 312.75 2. 19 11.93 7. 06 -0.43 7.55 290.00 -
- 1. 00 1.00 580.50 156500.00 17.85 WU- 1206 " NORTH " 8 3 - 15 304 I 304 38. 6 ! 38.6 7.03 7.0 7.05 0.25 6.55 579.50 1.26 1
Influent Characteristics Flow Rates Ortho- Temperatu r Grou ndwat er
- Phosph at e Potassi um Si lica Sod i um 2
Su lfate TSS TDS TOC Phosp horous Meth ane e Extractio n Process Designated N o m ina l Range Ferrous Iron Iron M agnesiu m Ma nganese
- Stream Remed iation Area gp m gpm mg/L µg/L µg/L µg/L m g/L µg/L µg/ L µg/L mg/L m g/ L m g/ L m g/L mg/L m g/ L *c "U>DCGL" AREA A 14 10 - 26 0.40 545.93 49279.31 633. 23 0. 20 605.21 24072.41 30758.62 50.54 606.61 3.07 - 15.19 - - 15.29 BA l "U>DCGL" AR EA B 66 30 - 90 0.75 763 .78 61892.00 436.98 0.13 2133.20 26132.00 91940.00 266.42 985.04 3.79 - 4740. 00 64300.00 807.00 - 1930.00 26000.00 58400.00 338.00 1120 .00 5.13 - 15.57 "U< DCGL" AREA C 20 10 -40 0.05 86.78 0.20 3346.67 22266.67 115640.00 369.13 1235.33 7.19 0.03 13.79 - . .. WAA U>DCGL 99 60- 120 0.05 107.53 77986.67 .... *-
346.50 38433.33 81.83 - 2930.00 17300.00 96200.00 169.23 944.00 - 14.85 W AA- W EST 10 10-30 0.05
- :515
- 28. 60 - - - - 270.00 4.09 0.03 14 .97 WAA " U<DCGL" EAST 20 20 - 60 - 100.00
- - 1890.00 14700.00 15300.00 20.20 206.00 - 16.90 W ATF W U- 1206 "SOUTH" 4 1- 5 0.05 100.00 9130.00 18.90 1- 5 - - - - - 30.40 654. 00 - 19.47
- WU- PBA 5 65550.00 9.04 - 3580.00 21050. 00 52250.00 148.40 1281.50 5.91 - 13.39 W AA " BLUFF" 104 90- 210 0.05 100.00
- - 160.25 0.20 2439.00 - 84050.00 72.80 859.50 - 16.10 WU-1206 " NORTH" 8 3 - 15 204.50 57300.00 DEFINITIONS:
o- - BA 1 - BURIAL AREA 1
- *c - DEGREES CELCIUS DCGL - DERIVED CONCENTRATION GOA L LEVEL -= gpm - GALLONS PER MINUTE
-==-=-= LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER
~ PBA - PROCESS BU ILDING AREA RSI - RYZNER STABILI TY INDEX s.u. - STANDARD UNITS TDS- TOTAL DISSOLVED SOLIDS PRELIMINARY - NOT ~ TOC - TOTAL ORGAN IC CARBON FOR CONSTRUCTION - TSS - TOTAL SUSPENDED SOLIDS U - URANIUM CONCENTRATION
~
- µg/L - MICROGRAMS PER LITER ~URNS UP1 - URANIUM POND #1 AREA ~ MSDONNELL -=
UP2 - URANIUM POND #2 AREA WAA - WESTERN ALLUVIAL AREA 9400 WARD PARKWAY __i KANSAS CITY, MO 64 11 4 WU - WESTERN UPLAND AREA 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 GEN ERAL NOTES: date detailed
- 1. THE AVERAGES PRESENTED IN THIS
SUMMARY
ARE NOT NECESSARILY REPRESENTATIVE OF INFLUENT CHARACTERISTICS AT ALL JANUARY 2021 E. AHLEMEYER TIMES. THE ACTUAL CHARACTERISTICS OF EACH PROCESS STREAM MAY VARY BASED ON THE GROUNDWATER EXTRACTION AND designed checked INJECTION COM PON ENTS IN OPERATION AT ANY GIVEN TIM E.
- 2. WITH THE EXCEPTION OF URANIUM , NITRATE, AND FLOURIDE CONCEN TRATIONS, THE DATA USED TO PREPARE THIS
SUMMARY
IS E. DU LLE J. HESEMANN LIMITED TO THE MOST RECENT GROUNDWATER ANALYTICAL RESULTS AVAILABLE FOR EACH SAMPLE LOCATION AND PARAMETER, AS SPECIFIED IN THE MS EXCEL WORKBOOK FILE ENTITLED 2015-2-28 COMPREH ENSIVE ANA LYTICAL DATA.XLSX
- 3. INFLUENT CHARACTERI STICS FOR EACH PROCESS STREAM WERE ESTIMA TED BY AVERAGING CONCENTRATIONS REPORTED FOR MONITORING WELLS CONSIDERED REPRESENTATIVE OF EACH GROUNDWATER REMEDIATION A REA AND EXTRACTION STREAM.
TOTAL ALKALINITY, CALCIUM AND TDS CONCENTRATIONS USED FOR LSI AND RSI CALCULATIONS AT EACH LOCATION WERE TAKEN FROM THE SAM E SAMPLI NG EVENT WHICH OCCU RRED IN EITHER 2004 , 2005, OR 2007, DE PENDING ON THE LOCATION. TEM PERATURE AND PH VALUES USED FOR LSI AND RSI CALCULATIONS WERE TAKEN FROM THE 2015 SAMPLING EVENT AT EACH LOCATION. 2 SODIUM AND CHLORIDE CONCENTRATIONS IN GROUNDWATER EXTRACTED FROM WELLS LOCATED NEAR THE CIMARRON RIVER MAY BE SIGNIFICANTLY HIGHER THAN THE CONCENTRATIONS REPORTED FOR SITE MONITORIN G WELLS. Cim maron Environmental Response Tru st
~ATER TREATMENT DESIGN BASIS SUMMAR't INFLUENT CHARACTERISTICS - PHASE 11 project 120832 I contract I
drawing BMCD-GWREMED-P201 sheet 7 of fi le P201 PHASE 11.DWG 11
- rev.
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