Text

Cimarron Environmental Response Trust Facility Decommissioning Plan, Revision 2, Appendix J, Compiled, Part 3
	ML21076A486
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: ML21076A453; ML21076A454; ML21076A455; ML21076A456; ML21076A457; ML21076A458; ML21076A459; ML21076A460; ML21076A461; ML21076A463; ML21076A464; ML21076A465; ML21076A466; ML21076A467; ML21076A469; ML21076A470; ML21076A471; ML21076A472; ML21076A473; ML21076A474; ML21076A476; ML21076A477; ML21076A478; ML21076A480; ML21076A481; ML21076A483; ML21076A484; ML21076A485; ML21076A486; ML21076A487; ML21076A488; ML21076A490; ML21076A491; ML21076A492; ML21076A494; ML21076A495; ML21076A496; ML21076A497; ML21076A498; ML21076A499; ML21076A500; ML21076A501; ML21076A503; ML21076A504; ML21076A505; ML21076A506; ML21076A507; ML21076A508;
References
	Download: ML21076A486 (66)
	v • d • e

{{#Wiki_filter:8 F E D C B A 8 7 P-501/P-502 GRUNDFOS HYDRO MUL TI-B/E 2 CME 10-3, 5 HP PUMPS BFP-001 WATTS LF-009-NRS-S-FDA 3 BFP-002 WATTS LF-009-NRS-S-FDA 3 SITE SEPTIC SYSTEM (BMCD) IWATF BUILDING I PROCESS AREA IWATF BUILDING I V-501 I OFFICE SPAC~E--~--~ OFFICE BATHROOM FIXTURES (SINK/ TOI LET) 15GAL DAY L _______ _J V-514 6 BFP-003 WATTS LFU-009-M2-QT-S 2 BFP-004 WATTS LFU-009-M2-QT-S 2 1 1/4" CPVC SCH 80 11/4" X 3/4" 5 4 3 P-503 AMT MODEL 429A-98 1/2 HP PUMP - - - - - - - - - - - - - - - - - T WATF BUILDING - - 7 V-517 rs--. BIODENITRIFICATION 11/4"X 3/4" V-519 i..:::---- I AREA I I I I [£> I I I I I I 2 GENERAL NOTES IT>- INITIAL SETTING 80 PSIG, DETERMINE SETTING DURING STARTUP TESTING. ~ INITIAL SETTING 35% OPEN, DETERMINE SETTING TO MAINTAIN A PUMP RUNNING DURING STARTUP TESTING. ~ INITIAL SETTING 45 PSIG, DETERMINE SETTING DURING STARTUP TESTING. ~ WOODFORD FREEZELESS UNDERCOVER WALL HYDRANT MODEL 68. @>- SMITH-COOPER INTERNATIONAL BRASS NO-KINK HOSE BIBB, MODEL 01901681L (3/4" FIP), OR MODEL 01901691L (3/4" MIP) OR EQUIVALENT LEAD FREE NSF 61. INSTALL LEAD FREE HOSE END VACUUM BREAKER (SMITH-COOPER INTERNATIONAL MODEL 0190167II L OR EQ UIVALENT). @>- WATTS 909AGF AIR GAP DISCHARGE OUTSIDE. CT:>- INITIAL SETTING 70 PSIG. F E I I I Pl 501 1 1/4" CPVC SCH 80

~

1 1/4" X 3/4" I I I I I I I I I I I I I I I I 3" CPVC SCH 80 IBFP-=lf0 1 __ ___ 1 V-502 j 2 1/2" X 3/4" LIJ 2 112" X 3/4" 2 1/2" CPVC SCH 80 21/2" X2" 2 1/2" CPVC SCH 80 3" X 21 /2" 2" CPVC SCH 80 POTABLE WATER 2" 2" CPVC SCH 80 2"X 11/4" EYE I FACE WASH Pl 504 11/4" X3/4" 3/4" CPVC SCH 80 3/4" COPPER 3/4" X 1/2" EYE / FACE WASH 11/4" LO 1 1/4" CPVC SCH 80 TO SPENT RESIN HANDLING P125 SHEET 1 ZONE ES TO URANIUM IX TREATMENT HP-115 SHEET 4 ) ZONE 86 11/4" I I I I I I I I I TO URANIUM IX TREATMENT I HP-115 SHEET2 ) j I ZONE86 I I I I I I L ___________________________________________________ _l_ ______________ ~ REF NUMBER TITLE OWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 7 6 5 4 3 D C

u.

0 ili 0 0 "' Cl. ~ 8 9 PHASE 1 CONCEPTUAL DESIGN ~ r--(i) V_E_O_LIA-N-UC_L_E_A_R_S_O_LU_T_IO_N_S~ ~ VE O l I A FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 THEOOCVWENT. OA.l°" ANDINfOIIIU,TIONCCf<IT.tllCDTHl:RrHARECCNrlOEWTl.'l. AHOPROPR!ETM YTO...,.SFS. LLC. HEfTltfflTttlSOOOJ IIIENTNOftilliNYD.t.TAOII INfOftW.TIOHTNEll.flNMAYlf PROOUC£0. USE.O. IIELEA5EDOROISCLOSEO, INff10lEOklNPMT. Wlll10UTTNEEXPIIESSEDWlUTTENCONSENTOFVNSFS. LLC F VFS-EPM-000-DWG-P-500 i5 NONE 51-!EET 1 1 2 1:1 ~

F E D C B A 8 7 GENERAL NOTES:

1.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION.

2.

CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.

3.

ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.

4.

ELEVATIONS ON THE STRUCTURAL DRAWINGS REFERENCE THE FINISHED FLOOR ELEVATION, ASSIGNED THE DATUM 0'-0".

5.

THE DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ANY EXISTING STRUCTURES WHICH RELATE TO OR INFLUENCES NEW CONSTRUCTION SHALL BE VERIFIED BY FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO PREPARATION AND SUBMISSION OF CHECKED SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW.

6.

PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

7.

THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE STANDARD DETAIL FROM THOSE PROVIDED.

8.

PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811.

9.

FOUNDATION DESIGN REACTIONS AND FINAL COLUMN LOCATIONS ARE BASED UPON PRE-ENGINEERED METAL BUILDING CALCULATIONS. ALL BUILDING MODIFICATIONS PRIOR TO CONSTRUCTION MUST BE REVIEWED BY MANUFACTURER AND ENGINEER OF RECORD.

10.

CONTRACTOR SHALL PROVIDE "UFER" GROUND CONNECTIONS TO BUILDING STEEL, EQUIPMENT, AND MAIN GROUNDING ELECTRODE GROUND BAR, REFER TO ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION WITH BUILDING FOUNDATION CONTRACTOR.

11.

DESIGN CRITERIA (PER 2015 IBC AND ASCE 7-10) VERTICAL LOADS: SEE LOADING PLAN SHEETS FOR UNIFORM DEAD LOADS, UNIFORM LIVE LOADS, UNIFORM SNOW LOADS, DRIFT SNOW LOADS, AND COMPONENT WIND UPLIFT LOADS. A. DEAD LOADS: ROOF (FLAT) 10 PSF + FRAMING WEIGHT COLLATERAL 10 PSF 8. LIVE LOADS (IBC 1607): ROOF LIVE LOAD 20 PSF MEZZANINE 60 PSF C. SNOW LOADS (IBC 1608): GROUND SNOW LOAD Pg=15 PSF UNIFORM ROOF SNOW LOAD Pm=20 PSF D. SNOW EXPOSURE FACTOR: Ce=1.0 SNOW LOAD IMPORTANCE FACTOR: 1s=1.0 THERMAL FACTOR Ct=1.0 LATERAL LOADS : A WINn nFslr.N I nAn nATA* (PER ASr.E 7-1n ANn IRr. ?0 1~) VELOCITY (3-SEC.-GUST) V = 115 MPH EXPOSURE C RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT +/-0.18

8.

SEISMIC DESIGN LOAD DATA: (PER ASCE 7-10 AND IBC 2015) RISK CATEGORY II IMPORTANCE FACTOR 1.00 RHO (N-S) 1.0 RHO (E-W) 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS:

=

~~ S1 = 0.070 SEISMIC SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.238 Sd1 = 0.11 SEISMIC DESIGN CATEGORY C SEISMIC FORCE RESISTING SYSTEM AND RESPONSE MODIFICATION FACTOR: SPECIAL STEEL MOMENT FRAME R= 8.0 SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R= 6.0 SEISMIC RESPONSE COEFFICIENT Cs DESIGN BASED SHEAR ANALYSIS PROCEDURE: 0.139 0.139W EQUIVALENT LATERAL FORCE PER ASCE 7-10, 12.8 FOUNDATION NOTES:

1.

FOR SLAB ON GRADE AND FOUNDATION SUBGRAOE PREPARATION THE CONTRACTOR SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT.

2.

FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF.

3.

EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL. PLACE A 12" THICK LAYER OF 3/4' MINUS CRUSHED ROCK OVER FABRIC. 6 5 CONCRETE NOTES

1.

2.

CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.45. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPONACI 318-08 COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER IBC 1705.3 REQUIRED. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: ACI 117 - STANDARD SPECIFICATIONS FOR TOLERANCES FDR CONCRETE ACI 301 - ACI 302 - ACI 305 - ACI 306 - CONSTRUCTION AND MATERIALS. SPECIFICATIONS FOR STRUCTURAL CONCRETE. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. HOT WEATHER CONCRETING. COLD WEATHER CONCRETING.

3.

UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE FOLLOWING FINISHING TOLERANCES 118" GAP UNDER A 10'-0" STRAIGHT EDGE MEASURED AS PER ASTM E1155: OVERALL FLATNESS NUMBER, Ff>20 MINIMUM LOCAL FLATNESS NUMBER, Ff>15 OVERALL LEVELNESS NUMBER, F1>15 MINIMUM LOCAL LEVELNESS NUMBER, Fl~10

4.

ALL SAWN CONTROL JOINTS ARE TO BE CUT WITHIN 12 HOURS AFTER THE FLOOR SLAB IS POURED, SUCH THAT NO SURFACE DEFECTS ARE MADE FROM FLOOR TRAFFIC AS PER ACI 302.

5.

ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY AFTER PLACEMENT, AS PER THE RECOMMENDATIONS OF ACI 302, UNLESS NOTED OTHERWISE.

6.

ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS BEING WELDED SHALL COMPLY WITH ASTM A706, AND SHALL ALSO BE DEFORMED. WELDING OF REINFORCING BARS SHALL BE PER AWS D1.4. SPECIAL INSPECTION SHALL BE PREPARED PER AWS D1.1 AND IBC 1705.2.2.1

7.

ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy=36 KSI WITH HEAVY HEX HEADED END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS. TACK WELD NUT TO ANCHOR ROD.

8.

REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE ON VFS-EPM--OOO-DWG-S-10 1-2 UNLESS NOTED OTHERWISE.

9.

THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (MIN. COVER LISTED) (A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" (B) CONCRETE EXPOSED TO EARTH OR WEATHER /If, THROUGH #18 BARS: 2"

5 BAR, W31 OR D31 WIRE AND SMALLER: 1 112" (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS

14AND 18 BARS: 1 112"
11 BAR AND SMALLER: 3/4" BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1112" SHELLS, FOLDED PLATE MEMBERS

/If, BAR AND LARGER: 3/4"

5 BAR, W31 OR D31 WIRE, AND SMALLER 112"

10.

CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HIL Tl HIT HY.200 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED EQUAL. SPECIAL INSPECTION OF ADHESIVE ANCHORS IS REQUIRED.

11.

CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOL I IL OR SIMf'SUN STRONG BOLT OR ENGINEER APPROVED EQUAL. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION ANCHORS REQUIRED.

12.

REINFORCING DOWEL ADHESIVF SHAI I RF HII Tl HIT HY ?00 AnHFSIVF. OR SIMPSON SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED.

13.

ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 314" x 45 DEGREE CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED OTHERWISE PER ACI 318.

14.

THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT.

15.

CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER ACI 302.

16.

PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING.

17.

DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED BY THE ENGINEER.

18.

UNLESS NOTED OTHERWISE, REINFORCING IS NOT TO EXTEND THROUGH CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE.

19.

REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES, MINOR HONEYCOMBING AND OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR. MORTAR FOR PATCHING SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE. PATCHING SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED.

20.

PROVIDE (1) 2'-0" LONG #4 REBAR AT ALL RE-ENTRANT CORNERS FOR SLABS, PITS, RECESSES, OR SLAB THICKNESS CHANGES IN THE TOP 1/3 OF THE SLAB-ON-GRADE.

21.

GROUT MATERIAL FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL SHALL BE NONMETALLIC, NON-SHRINK, PREPACKAGED GROUT CONFORMING TO ASTM C 1107.

22.

REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS, OR CORNER BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT CONFORMS TO ACI 318-11, CLASS "8" SPLICES.

23.

EMBEDDED ANGLES CONFORM TO ASTM A36 OR EQUAL.

24.

AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR 'WATER CURED". I i I I I 4 3 CONCRETE - ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:

1.

SPECIAL INSPECTION IS REQUIRED ANO SHALL BE PER IBC APPROVED ESR REPORT.

2.

MATERIALS ADHESIVE: HILTI-HIT-HY-200

3.

INSTALLATION: A. INSTALL PER ESR REPORT IN CLEAN HOLES.

4.

DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD. CONCRETE - EXPANSION ANCHORS NOTES

1.

SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.

2.

MATERIALS: HIL Tl ANCHORS: KWIK-BOL T TZ

3.

INSTALLATION: A. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI 8212.15-1994. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER. B. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS.

4.

00 NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.

5.

PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS (PER ASTM 8-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS. STEEL NOTES:

1.

STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: A. ALL W & WT SHAPES SHALL CONFORM TO A992 (50 KSI) B. ALL PLATES, CHANNELS, ANGLES, BARS AND FLATS SHALL CONFORM TO A36 (36 KSI) C. ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO A500, GRADE B (46 KSI) (46 KSI FOR SHAPED & 42 KSI FOR ROUND) D. ALL STEEL PIPE SHALL CONFORM TO A53, GRADE B (35 KSI)

2.

ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AND THE AISC REPORT NO. 13.

3.

ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH BOLTS (A325) UNLESS OTHERWISE NOTED ON THE DRAWING. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2). BOLTED CONNECTIONS SHALL BE "SNUG TIGHT" WITH SPECIAL INSPECTION PERIODIC MONITORING PER IBC 1705.2. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. UNLESS NOTED OTHERWISE, ALL CONNECTIONS ARE TO BE STANDARD, SIMPLE SHEAR FRAMED CONNECTIONS WITH A SHEAR CAPACITY OF AT LEAST 50% OF THE TOTAL CAPACITY OF THE MEMBER. IF MEMBER FRAMING CONNECTIONS ARE NOT SPECIFICALLY DESIGNED AND DETAILED ON THE CONTRACT DRAWINGS BY THE ENGINEER OF RECORD, THE FABRICATOR IS ALLOWED TO SELECT CONNECTION TYPES WHEN PREPARING SHOP DRAWINGS. THE FABRICATOR'S DETAILERS AND CHECKERS MAY DETERMINE THE APPROPRIATE CONNECTION EITHER BY SIMPLE CALCULATION OR BY SELECTION FROM TABLES SHOWN IN A.I.S.C. PUBLICATIONS. THESE CONNECTIONS SHALL BE INDICATED AS FABRICATOR SELECTED ON THE SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION. 4 ERECTION AND FABRICATIO N SHOP DRAWINGS FOR STRUCTURAL STEEL WILL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO COMMENCING FABRICATION. ALL DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO BEING SUBMITTED FOR THE ENGINEER OF RECORD'S REVIEW.

5.

BOLT HOLES SHALL BE BOLT DIAMETER+ 1/16". BOLT END AND EDGE DISTANCES AND BOLT LENGTHS SHALL BE PER AISC SPECIFICATION 360, SECTION J3.3 AND J3.4, UNLESS NOTED OTHERWISE. BASE PLATE BOLT HOLES MAY BE OVERSIZED BY 1/8".

6.

ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS 01.1 :2010. WELDERS PERFORMING THE WORK SHALL HAVE BEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OF STEEL FABRICATION. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. WELDING FOR ATTACHING STEEL DECKING MAY BE MADE WITH E60 ELECTRODES. ALL WELDS SHALL BE SPECIAL INSPECTED PER IBC 1705.2 AND AWS 101.1.

7.

FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDING.

8.

ENDS OF HOLLOW STRUCTURAL SECTION COLUMNS AND EXPOSED MEMBERS SHALL HAVE 3116" CAP PLATES AND SEAL WELDS ALL ROUND.

9.

WELDED STEEL GRATING SHALL HAVE 1 1/4" x 3116" BEARING BARS AT 1 3/16" C/C WITH CROSS BARS AT 4" CIC. BEARING BARS SHALL CONFORM TO ASTM A-569. GRATING LIMITS ARE TO BE THE CENTER LINE OF WIDE FLANGE MEMBERS, OR EDGE OF CHANNEL MEMBERS UNLESS NOTED OTHERWISE. WELD GRATING TO SUPPORTING MEMBERS EVERY 6TH BAR WITH 3116" x 2" LONG FILLET WELDS. 4 WELDS PER PANEL MINIMUM.

10.

HOLES SHALL NOT BE CUT THROUGH BEAMS UNLESS INDICATED OR PRE-APPROVED BY THE ENGINEER OF RECORD. 11. THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 318 INCH. I I I I REF NUMBER I TITLE OESCRIPTlOtJ 2 12 IN ADDITION TO THE STANDARDS OUTLINED IN THE MANUAL FOR STEEL CONSTRUCTION, THE FOLLOWING TOLERANCES MUST ALSO BE FOLLOWED, AS OUTLINED IN AISC TECHNICAL REPORT NO. 13; SWEEP IS NOT TO EXCEED 114" IN A 50 FOOT BEAM LENGTH, CAMBER IS NOT TO VARY FROM THE CAMBER GIVEN ON THE DRAWING BY MORE THAN 114" IN A 50 FOOT BEAM, SQUARENESS IS TO BE WITHIN 18 INCHES OF EACH GIRDER END, THE FLANGE SHALL BE FREE OF CURVATURE AND NORMAL TO THE GIRDER WEB.

13.

COLUMN BASE PLATES SHALL BE WITHIN 1116 IN OF THEORETICAL ELEVATION AND BE LEVEL WITHIN 0.01 INCHES ACROSS THE PLATE LENGTH OR WIDTH.

14.

PAINT ALL FERROUS METALS FOR EXTERIOR EXPOSURE OR PER PLANT STANDARDS. STAINLESS STEEL NOTES:

1.

STAINLESS STEEL TUBES (HSS) SHALL BE TYPE 304 STAINLESS STEEL. STAINLESS STEEL PLATE SHALL BE TYPE 304/304L CONFORMING TO ASTM A240 OR EQUAL.

2.

ALL WELDING OF STAINLESS STEEL SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS 01.6 :2007, WITH APPROPRIATE STAINLESS STEEL ELECTRODES. ANCHOR RODS NOTES: 1 ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1 A THREADS, UNLESS NOTED OTHERWISE.

2.

FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE.

3.

FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS.

4.

A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE.

5.

NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.

6.

HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING. COLD-FORMED STEEL NOTES:

1.

ALL COLD FORMED STEEL MEMBERS SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI.

2.

METAL STUDS SHALL BE ATTACHED TO TOP AND BOTTOM TRACKS WITH (2) #10 SCREWS. METAL STUD MEMBERS IN CONTINUOUS CONTACT SHALL BE CONNECTED WITH #10 SCREWS AT 12" CIC MINIMUM, FY = 33 KSI.

3.

CONTRACTOR SHALL SUBMIT A SET OF MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR METAL STUD FRAMING FOR APPROVAL. DESIGN DOCUMENTS ALONG WITH THE APPROVED INSTALLATION PROCEDURES SHALL BE THE BASIS FOR ACCEPTANCE OF METAL STUD FRAMING.

4.

BOTTOM TRACK AT NON-SHEARWALLS SHALL BE CONNECTED TO CONCRETE FOUNDATION OR FLOORS WITH POWER ACTUATED FASTENERS AT 12" CIC. POWER ACTUATED FASTENERS SHALL BE HILTI X-U WITH 1" EMBEDMENT OR SIMPSON PDPH WITH 1" EMBEDMENT. ALL WELDS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT. METAL STUDS AND TOP AND BOTTOM TRACK OF FASTENERS AT SHEAR WALLS SHALL BE PER PROVIDED SHEAR WALL SCHEDULE. ATTACHMENT OF STUDS OR TRACK TO ADJACENT STRUCTURE SHALL BE PER PROVIDED DETAILS.

5.

UNLESS NOTED OTHERWISE, ALL HEADERS FOR OPENINGS UP TO 4'-0" WIDE SHALL BE HDR1 PER THE PROVIDED SCHEDULE. ALL OTHER COLD FORMED STEEL HEADERS SHALL BE PER THE PROVIDED SCHEDULE AS NOTED ON THE DESIGN DRAWINGS.

6.

7.

8.

9.

10.

SPLICE ALL TOP LIGHT GAUGE TRACKS PER TYPICAL STEEL TRACK SPLICE DETAIL. SPLICES IN FRAMING COMPONENTS, OTHER THAN TOP TRACKS, SHALL NOT BE PERMITTED. ALL STEEL WALL STUDS SHALL BE 600S162-33 OR 600S162-43, UNLESS NOTED OTHERWISE. ALL STUDS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS WITH 1 518" FLANGES, UNLESS NOTED OTHERWISE. STEEL STUD DESIGNATIONS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) DESIGNATIONS FROM ICC ESR-3064P. ALL METAL STUD FRAMING MEMBERS SHALL BE ZINC COATED AND BEAR PROPER IDENTIFICATION MARKINGS IN ACCORDANCE WITH SSMA STANDARDS. / PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C f N

u.

0 (i) VEOLIA VE O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com i T'HE DOCUMENT, DATA.ANO NFORl'ATION CONT...... EO lHERfN A/If CONFIDENTIAL ANO PIIOPRlfTARVTO KURl:JN. N C. NE"1-1ER TH~ OOCUll!ENT NOR A>l'/ OATAOll C) INfORWITIO'l THEIUIN llA'f 5E PKOIJUCEO. USED, RELEASED OK OISClOSEO. INWHOLE OR IN PAKT, WIIBOUT lHf EJIPRESSE WIIITTEN CONSENT OF KURK>!, INC ~ I NAME ID"-T~ PANV CIMARRON 1 i<'iENHOLZ I'"""".......-- A

WDG PUMP AND TREAT SYSTEM PROJECT

~ ~LSON I -----v,;;-SFS ~ I.......--;,;, WESTERN AREA TREATMENT E LLOYD I FACILITY STRUCTURAL I--------- NOTES AND ABBREVIATIONS I~/- ~~i ~ I DWGNO I TITLE REFERENCES I DRAWING TRACEABILITY LIST I NEXT USED ON 6 I 5 t 4 I ~--+--------------,-------------,-----------------,------L---=:..::..c=:....:..:..::_:.::..:::..c~;_;:;_:_'-r-----'-'-.:;_;_.:....;_;:_:__;__ ______ ----,---'-"'"-"-------------,----------~--,-~----~------i-i a I 1 I

~:a:::: DEStiN AUlltORIT'I' I ~/;,,,1 F ~*o VFS-EPM-000-DWG-S-101 1s

~" REVISIONS 1/ I""' NONE [eo, f SHEET 1 2 3 I 2 I 1 I I I

I I 3 I 2 1 I i 8 7 6 5 4 I I

i COLD-FORMED STEEL NOTES: (CONTINUED)

ABBREVIATIONS SYMBOLS: I EXPANSION ANCHOR SCHEDULE

11.

LENGTH OF UNTHREADED "DRILLING" PORTION OF SELF-DRILLING SCREWS USED ANCHOR BOLT KSI KIPS PER SQUARE INCH = NEWCMUWALL 1 ANCHOR I HIL Tl KWlK BOLT TZ I SIMPSON STRONG BOLT WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF AB r==:-- SHEAR WALL 1 DIAMETER f HALLOW STANDARD DEEP SHALLOW STANDARD DEEP CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS ACI AMERICAN CONCRETE INSTITUTE L ANGLE METAL DECK SPAN DIR ECTION i 1/2" - 2" 3 114" - 2 3/4" 3 7/8" 5" SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS. ~-- l AFF ABOVE FINISH FLOOR LB POUND ; POUNDS 0 I STEEL COLUMN I 5/8" I 31 18" 4" 3 3/8" 5 1/8" 6 1/8" F

12.

ALL STRUCTURAL MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN AISC AMERICAN INSTITUTE OF STEEL LF LINEAR FOOT 3/4" I 3 3/4" 5" 41 /8" 5 3/4" 7 1/2" I F IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED CONSTRUCTION LL DOUBLE ANGLE t *:* * *..

1 NEW CONCRETE SLAB i

1" I 5 1/4" 9 3/4" I STEEL STRUCTURAL MEMBERS", LATEST EDITION. ALT ALTERNATE LLH LONG LEG HORIZONTAL

13.

ALL METAL STUDS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, LLV LONG LEG VERTICAL

-(UP)~...

CORRESPONDING TO THE REQUIREMENTS OF ASTM C955, WITH A MINIMUM YIELD AR ANCHOR ROD BRACED FRAME STRENGTH OF 33 KSI FOR STUDS AND TRACKS, UNLESS OTHERWISE NOTED. ASTM AMERICAN SOCIETY FOR TESTING MAX MAXIMUM -(D'.\\/)">

14.

ALL METAL STUDS AND TRACKS SHALL BE ZINC COATED MEETING ASTM A653, G-60, AND MATERIALS MFR MANUFACTURER OR EQUIVALENT. AWS AMERICAN WELDING SOCIETY MIN MINI MUM BM BEAM MISC MISCELLANEOUS

15.

PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND BOB BOTTOM OF BEAM N NORTH TRANSPORTING. BOBP BOTTOM OF BASE PLATE N-S NORTH-SOUTH

16.

ALL FRAMING COMPONENTS SHALL BE CUT SQUARE FOR ATTACHMENT TO BOD BOTTOM OF DECK NS NEAR SIDE PERPENDICULAR MEMBERS OR, AS REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. BOF BOTTOM OF FOOTING NTS NOTTO SCALE

17.

ALL FRAMING COMPONENTS SHALL BE PLU MBED, ALIGNED AND LEVELED. BP# BASE PLATE NUMBER OPP OPPOSITE HAND CIC CENTER TO CENTER OVS OVERSIZE E

18.

TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS CIP CAST-IN-PLACE OWJ OPEN WEB JOIST E COMPLETE. CJ CONSTRUCTION JOINT p PRESSURE

19.

COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE CL CLEARANCE PAF POWER ACTUATED FASTENER BOTTOM RUNNER. CLR CLEAR PCF PER CUBIC FOOT

20.

WHERE SUB-FLOORS OR DECKING DO NOT PROVIDE LATERAL SUPPORT, FLOOR coc CENTER LINE OF COLUMN PEMB PRE-ENGINEERED METAL BUILDING JOISTS MUST BE BRACED AT ALL BEARING POINTS AND AT INTERVALS \\MTHIN SPANS. FOR JOISTS IN CONTINUOUS SPAN CONDITIONS, PORTIONS OF THE BOTTOM FLANGES COL COLUMN PERP PERPENDICULAR ARE IN COMPRESSION AND MUST BE LATERALLY BRACED, BASED ON DESIGN CONG CONCRETE PL PLATE REQUIREMENTS, BETWEEN SOLID BLOCKING. CONN CONNECTION PLF PER LINEAR FOOT

21.

METAL STUD SHEAR WALLS SHALL BE CONSTRUCTED \\MTH 1/2" APA STRUCTURAL 1 CONT CONTINUOUS pp PANEL POINT RATED PLYWOOD PLACED WITH THE LONG DIMENSION PERPENDICULAR TO STUDS. FASTEN SHEATHING WITH NO.8 SELF-DRILLING FLAT OR WAFER HEAD SCREWS AT 6" COTF CLEAN OUT TO FLOOR PREFAB PREFABRICATED CIC AT ALL PANEL EDGES AND BLOCKING LINES AND 12" CIC AT STUDS IN PANEL CTR CENTER PSF POUNDS PER SQUARE FOOT FIELD. PANEL EDGES MAY BE BLOCKED WITH 1 1/2" X 33 MIL CONTINUOUS STRAP WITH (1) NO. 8 AT EACH STUD. CP CONTROL POINT PSI POUNDS PER SQUARE INCH

22.

LENGTH UNTHREADED "DRILLING" PORTION OF SELF-DRILLING SCREWS USED WITH DB DOUBLE PT POINT METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF DET DETAIL R RADIUS CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS DIA DIAMETER REF REFERENCE SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS. D DIAG DIAGONAL REINF REINFORCEMENT; REINFORCING D STATEMENT OF SPECIAL INSPECTION NOTES DICA DRILLED IN CONCRETE ANCHOR REQD REQUIRED DIM DIMENSION SC SCALE

1.

IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE DJ DUMMY JOINT SCJ SAWN CONTROL JOINT OWNER SHALL EMPLOY ONE DR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED DL DEAD LOAD SECT SECTION BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING ON AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTI NG. DOWN SIM SIMILAR SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER DSL DRIFT SNOW LOAD SJ STEEL JOIST AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW. OWL DOWEL SL SNOW LOAD ~

2.

WELDING OF CONSTRUCTION OTHER THAN STRUCTURAL STEEL: SPECIAL (E) EXISTING SOG SLAB ON GRADE INSPECTION PER TABLE 1705.2.2 OF THE IBC. EA EACH STD STANDARD

3.

STEEL: SPECIAL INSPECTION SHALL BE PER SECTION 1705.2 OF THE IBC AND AISC 360 EF EACH FACE SPEC SPECIFICATION AND AISC341. EJ EXPANSION JOINT SQ SQUARE

4.

CONCRETE CONSTRUCTION: SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE ELOR ELEV ELEVATION SSL STAINLESS STEEL 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A EMBED EMBEDMENT STIFF STIFFENER COMPRESSIVE STRENGTH OF 2600 PSI. EQ SP EQUALLY SPACED STL STEEL C

5.

SEISMIC RESISTANCE SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER EW EACH WAY STRUC STRUCTURAL C SECTION 1705.11 OF THE IBC AND AISC 341. FD FLOOR DRAIN T&B TOP AND BOTTOM

6.

POST INSTALLED ANCHORS: SPECIAL INSPECTION SHALL BE PER THE ANCHORS FON FOUNDATION TEMP TEMPORARY ASSOCIATED ICC-ES ESR. FF FINISH FLOOR TOC TOP OF CONCRETE FIN FINISHED TOD TOP OF DECK METAL BUILDING NOTES: FL FLOOR TOF TOP OF FOOTING FOS FACE OF STUD TOS TOP OF STEEL

1.

INSTALL PRE-ENGINEERED METAL BUILDING PER MANUFACTURER. FOW FACE OF WALL TOSW TOP OF STEM WALL ~ FS FLOOR SINK TOT TOP OF TRACK FT FOOT; FEET TYP TYPICAL FT# FOOT TYPE - NUMBER UNO UNLESS NOTED OTHERWISE FTG FOOTING VERT VERTICAL >a, GB GYPSUM BOARD w WIDE: WIDTH ,1l H HIGH WI WITH u.. HP HIGH POINT WIO \\MTHOUT 0 N B I HSS HOLLOW STRUCTURAL SECTION WF WIDE FLANGE I ICBO INTERNATIONAL COUNCIL OF WP WORK POINT ~ / '\\ PRELIMINARY OR PERMIT SET. 0 BUILDING OFFICIALS WUL \\MND UPLIFT LOAD ~ IN INCH ; INCHES NOT FOR CONSTRUCTION, 'i: INT INTERIOR ~ JB JOIST BEARING RECORDING PURPOSES OR IMPLEMENTATION 9 JST JOIST ./ fu JT JOINT ~ ~ (i)veOLIA VEOLIA K KIP: KIPS NUCLEAR SOLUTIONS - FEDERAL SER VICES 295 Bradley Blvd. Su~e 300 Richland, WA 99352 www.nuclearsolutions.veolia.com !:rt TllE DOCUL!~NT t)AT,\\_ J.N!)t.l FOl'tW.TOICONTAI/EDTMEREtl ARE CDt-JR!>ENT\\.\\LAJ.ID fRO,RtETAR'l'TO KIJRIOJI. 1-lC. NEm-rf' l TI--IS OOCU I.ENTIJ Ol A)N0ATll Ol ~ NFORlolATION TMUEIN MAYBE PA OOIXED. USED. RELEASED OR OISCLOSEO. N INHOI.E OR IN PAU. """1MOUl TME EX PRE!.SEO WRITTEN CONSENT OF *tJAION. 1-fC. NAME " 'o-~..., CIMARRON A ~K"iENHOLZ ~ PUMP AND TREAT SYSTEM PROJECT A ENGIITTR D NELSON WESTERN AREA TREATMENT SMOoRE I I I 1l'E°Llovo ~ SFS FACILITY STRUCTURAL NOTES AND ABBREVIATIONS REF NUMBER I TITLE I~'" I DESC RIPTION ENGR //./

Fl~'""

VFS-EPM-000-DWG-S-101 '§ I I TITLE REFERENCES " I // CO~PAl>IY DESl3NAVTI10Rff'r I/ DWGNO \\ DRAWING TRAC EABILITY UST NEXT USED ON ','K\\1 REVISIONS se..o.,e NONE ieor I SHEET 2 o, 2 I I I t I 3 2 I 1 I 8 7 6 5 4 I I

8 7 6 5 ( 1 ) ( 2 J (4 ) ( 5 )

y i

115'-0" 23'-0"

- ---~2~

3*~ ~ 2~3_'-0~"-----------=-----~ 23'--0" F ~ _J i ~ I ~ I _J l_ L. E LI ~ 1 1 FT2-55 7Jl"Uw' I FT1 -~rwL FT1 -sslJ!V ; m -ss7 fl I FT2-55] s 1 FT1 -55/ \\ I 11 I 1 1, ~ _ /_ \\ 1 o'\\.. _____ _/ \\ I ( ~ ___1~f---~+------+--------.1l 1 I 11 S-115-3_/'

4HAIR PIN WITH

~ S-115-3_/' S-115-3f j I ~~ 10'-0" LONG LEGS TYP@ ~ 1 Y I _j lli1.:.!Q10 4 II

5 f AIRPIN -

Fp_:.10J.Q] L ---1 I I S-1 15-1 1 ( B }--,- f-- -- l_ ~ . ~:::; 2=----- ~-- - _ ~ ~== - - -~-~~ ~=t== --~=~+=-=..§: __ ~ ~=-=:= __ '1 ~ J --(s ' l i ~- A 1s'-0"MAX \\ I I,. j

--/

I I L 7 11 _j ~ * \\ i"tAIR PIN L ~ r.J -\\ j

I I

LAI!' SPLICE - S-115-3 ~ J j 11 5' SAW CUT CONTROL JOINTS, SEAL,

1 11 N

1111 ~ i-TYPSEES-101, CONCRETENOTE4 I 7'-0"TYP 1_1: I I - -------1 r c >------ D C B ( 4 ) ( 5 ) (_ 6 ) A WATF FOUNDATION - PLAN SCALE: 118" = 1*-0* 0' 4' 8' 16' 24" 118" = 1'-0" ~ SCALE FEET REF NUMBER DWGNO TITLE DRAWING TRACEABILITY LIST NEXT USED ON 8 7 6 5 4 3 FOOTING SCHEDULE KEY* FOOTING TYPE ~ ,#/ DIMENSION WIDTH FTX-XX - ---- DIMENSION LENGTH 2 NOTES:

1.

SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

2.

FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON VFS-EPM-000-DWG-S-115 SHEET 3 FOR REINFORCEMENT. SEE BURNS & McDONALD CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION. SEE VFS-EPM-000-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE. LOCATE PIPE SUPPORTS PER GENERAL ARRANGEMENT DRAWING SEE VFS-EPM-000-DWG-S-1 15 SHEET 4 FOR PIPE SUPPORT. SEE SHEET 3 FOR TRENCH AND SUMP LOCATIONS, AND SLOPE OF SLAB. F ~r-DIMENSIONS l REINFORCEMENT PEDESTAL REMARKS/DETAILS FOOTING L w FT1-55 5'-0" 5'-0" FT2-55 5'-0" 5'-0" FT1-66 6'-6" 6'-6" FT2-66 6'-0" 6'-0" FTl-1010 10'-0" 10'-0" TITLE REFERENCES 4 T ITOF, UNOI EQ SPEW A B C I D 2'-0" I 2'-0" I 2*-0" t 2'-0" 2*--0" I (-)2'-0" ' (6) #5, TOP & BOTTOM 0'-9" 1'-0" 1'-3" : I DETAIL 3/S-115 SHEET 1 (END COLUMNS) (-)2'-0" (6) #5, TOP & BOTTOM 1 1 '-0" 1'-0" 1'-0", 1'--0" DETAIL 2/S-115 SHEET 1 (CORNER COLUMNS) 1 (-)2'-0" (7) #5, TOP & BOTTOM i 0'-9" 1'-0" 1'-3" DETAIL 3/S-115 SHEET 1 (END COLUMNS) (-)2'-0" (7) #5, TOP & BOTTOM 1 1 "::(l"_ 1'-0" 1'-0", 1'-0"~ETAIL 2/S-115 SHEET 1 (CORNER COLUMNS) I (-)2'-0" (1 1) #5, TOP & BOTTOM 0'-9" 1'-0" 1'~ DETAIL 1/S-115SHEET 1 1 [ !~' I i HEADED BOLT OR §;.," THREADED ROD WITH ' i _'::::'" BOLTDIA I A

B 112"

. 6" 2" I 18~:. I ~: 1;~" i :!:: I ~:: 1118" 16", 3" 1 114" 18" 3" 1 1/2" I 20" 3" ANCHOR BOLT DETAIL SCALE: NONE NOTE:

1.

ANCHOR RODS SHALL BE ASTM F 1554 GRADE 36. 7'-1 314" 5'-6 314" 6'-6 3/4" , 3'-11 314", SCALE: 114" = 1 '-0" o* 2* 4' 8' 12* 13'-3 112" ( 6 ) T E D C

u.

0 I U) 0 ~ i 114" =1'-0" ~------- SCALE FEET I r--------------------------1> REVISIONS 3 2 WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN F VFS-EPM-000-DWG-S-110 SHOWN Im 0, 3

F E D C B A 8 7 6 30'-10 1/2" 14'-1" 5'-11" 1 5 4 3 2 NOTES:

1.

SEE VFS-EPM-000-D\\NG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

2.

FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON VFS-EPM-000-DWG-S-115 SHEET 2 FOR REINFORCEMENT.

3.

SEE VFS-EPM-000-D\\NG-C-112 FOR FINISH FLOOR ELEVATION.

4.

VWT DRAWINGS FOR PIPE SUPPORT LOCATIONS I ~ ~~--------7-------+-----ST--- AIR_LA_N-DI-NG----Lji -----------1-t-~,,----f---,1;-;-c,_O;;:;;-"----t--------------t-i------------tl------------,----i----~--:1:11 1 ~ I 3'X3'-6" PAD -. ~-~ ~ I I ~I I I 5'1 1 1 1 ~1 -~ '. F }-- - - - ~ ~-+--=---'--'=~==-_=-=---===-===-===-===-=F--'---=-=-=-==1~~~-===:;=:::.+i----"-_ - - - - __t__ = = = = -----I - - - - - - - - - - - I - - ~ - -; - -{~,-) tml*~-1-j~ -- ti --** 1

s:I I

l __ _i, __ I r 2'X4'-6"PAD--- 1*- ~=-_!~--\\-r-d I 3 I -~ - -- - -- ~G~----r-=t---t--a- - -- - -- - -~ r -- 6 - -I I I 1=-r --l . S-115-3 / ',,-w t-, I~

3\\1 ~I

~I r -1 \\ 1*-0" 1*-0" _w _w

I: -

I / ' =-- ~' /\\§ (G)----,-t- --:---- ~- =--~----~--'r------f-~ ~--- b ~-' ----- 1 1 i?r- \\ '.?r - 1 ~, I ~~ _1~- ---~/-- _ _1 _-B-~---~- N -B---, ----e-- l-1-------T~--t ~ L ~ r I I 1 1 I f-- --T-

--&L-~.

- --* ----a----,----~; __!__1 1 _____ l ________ _ 1'-9"X3' PAD r 2'X2' PAD 1 I I \\ ~L __:J I ~L ,--+--+-- --i // t-+-,-':__----------,----------+----t-----+--~ji I I i:' I \\ \\. I / 12" THICKENED SLAB _J 16'-0 3/4" I I

1-__J_ ______ _

I !I I I _JI L - - 11

::: ::: ::: ::: ~

::: i ::: :::: ::: i 4i-------(8) s~§ I L __ 7,11 _ -

I I I I i I I, I 1 1 I I 11 1 1 !-------------/---------------------_.l_-----------f----""-.s-+-(V-A-UL-T/-SU-M-P)---~:--------------;-----------,--------;ci : ,- + --7 I I I ,-1i--- r---7 r---7 r-----7 I I I I i i I .--~- I El I _J (( L - J [D L _I - _J (_~_)- - - - -- - I 7 j 7 1 - l L____ L_~ _ _j L-~-- L ___ _J ______ _J I _JI L 7 i I L - _J El I 1 - I - - -{_~.! L __ I _ _J L -- -.- - _J F E D C LL 0 I (J) _.l_ ( 3 l I (5: 1 90% DESIGN o (!RELIMINARY OR PERMIT SET, w NOT FOR CONSTRUCTION, i RECORDING PURPOSES, ci ~ ..------O_R_IM_P_L_E_M_E_N_T_A_TI_O_N ____ i ~ ) ;c~;~~~ 0~D PLAN - BIONITRIFICATION AREA FOUNDATION J KIENHOLZ A I I I O' 2' 4' 8' 12' 114" -1'-0" rc:~----~T REF NUMBER TITLE DWGNO TITLE REFERENCES VFS-EPM-000-DWG-S-110 s DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SHOVV'N EOl StiEET 2 01' 3 8 7 6 5 4 3 2

8 7 6 ( 1 \\ ! 2 ) I 3 ) ( 4, ( I I I

y i

T i 23'-0" 23'-0" 23'-0" 23'-0" F E D C B A TRENCH AND SUMP PLAN SCALE: 1/8" = 1 '-0" 0' 4' 8' 16' 24" 1/8" =1'-0" ~ SCALE FEET 8 7 6 5 4 3 5 ) T 23'--0" REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 5 4 3 2 NOTES:

1.

SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

2.

FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON VFS-EPM-000-DWG-S-115 SHEET 3 FOR REINFORCEMENT.

3.

SEE BURNS & McDONALD CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION

4.

SEE VFS-EPM-000-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C LL 0 0 ~ i l ch .-------------------------i '!;: VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd Suite 300 Richland WA 99352 www nuclearsolut1ons veoha com i ~F~~~N;.. ~~~:~~:::~o~~~~~~:~RARc!~~~::~:~ :~:~;,~~ut~ -~~~~~~~~~~!fg' :::::;~~~ ~ NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT F VFS-EP M-000-DWG-S-110 s SHOWN EOl SH EET 3 ~ 3 2

8 F E I I I D I I I I \\ \\ \\ \\ ~// \\ C B A 8 7 15K TANK FOUNDATIONS C-110 SCALE: 314" = 1'-0" 7 I _/ ) I I / 6 ~1 L__

5 BARS AT B" CIC EA FACE 6

5 4 2'-6"

i

. -- ~ --- -7 i I I GRADE I 11 =+/-1 I I I I ' 11 I I 111 I 1==1 II II-~ 11 I ) I 1\\ I -i I I I., I- -=1 I 11 I . 1 '( -l 3" TYP (3) #5 BARS EA FACE - L!_ ___

___ _!J A

SECTION SCALE: 1 112" = 1'-0" REF NUMBER TITLE !-------+----------+----~--------- DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 t.!FO REV 2

1.

SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

2.

SEE CIVIL FOR PLAN LOCATIONS, VFS-EPM-O00-DWG-C-110. PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C LL 0 I rt).. ~ ~ i .----------------------------i > (i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com i ~r~~:~~~~~;;:,:,~:~:~~~P~~~~*;tE~:.i;;~~t:1~~~;~~~~.:.~:~;~~;:f;,;~Rl~*~;~~~~~~~~~:~fg::(;.:J:~:g<< ~ NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT ~ilmft=--t-=---':':7::: 1 WESTERN AREA TREATMENT ~'-"-'"'-- -t-=---'~51 1 FACILITY TANK FOUNDATION PLAN VIEW /DETAIL A 1==----l-<=------.,J F owo,o VFS-EPM-000-DWG-S-114 '§ l---'----------=R=Ev-::,1s::,10::-:-Nc::-S-'------'---~~---1 SHOWN ~HEfT 1 OF 1 3 2

F E D C B A 8 REINFORCING PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110 I I I \\ j +- \\ \\ DETAIL S-110-1 SCALE 3/4"=1'-0" NOTE: 1 SEE FOOTING SCHEDULE TABLE ON DRA\\MNG VFS-EPM-000-DWG-S-110 FOR DETAIL CALLOUT. 7 w z 6

i (4) #5 BENTS -

~ 1; c, L REINFORCING PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110 ~---------------- ~ <1>"°' i I / I 1" I I I i l I I I I I I I I i I I I I I I I I I I I I I I I I+ I I I I i I I i I i I I I I\\ ~ i I I I I I l...__ \\ I I I, ~-------------i_ #6 REBAR AT 12" EA " I I i '-----"-------~ I I TOP AND BOTTOM, ./ 3" EDGE CLEARANC

WAY, SLAB, SEE

/ PLAN I I r---------------~ ---~---~--i---~ 1 .~~~ .. ~ -~-* L __, --<7 8 7 6 2 S-110-1 NOTE* DETAIL 5 L ANCHOR BOLT, SEE SCHEDULE, VFS-EPM-DDD-DWG-S-110, COORDINATE SIZE, QUANTITY AND LOCATION \\MTH METAL BUILDING MANUFACTURER SCALE: 3/4"=1'-0" 4 GIRT LINE ( .) ' 3 LENGTH (L) ~ -~--~ I I ~ A I REINFORCING j 1 ~;~ I I PER FOOTING SCHEDULE, l I, J ) =b VFS-EPM-OOO-DWG-S-110-01 ~ I !, I ~.i ' ** -tf i, ---~~::: :ENTS bl m I I ~- n J 11-J ,)/' / -r:1 -, YL~J lt=i. r--

~~/ -------

ANCHOR BOLT, SEE SCHEDULE, VFS-EPM-000-DWG-S-110-1, 1 ~! COORDINATE SIZE, QUANTITY AND LOCATION WITH METAL BUILDING MANUFACTURER ~* HAIRPIN SEE PLAN -* @, DET ~~~E: 3/4"=1*-o" NOTE: 2 NOTES:

1.

SEE VFS-EPM-D00-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

2.

UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC. PER ACI 318. \\,,-~p,.)1-I IZ \\ .l 0:~ '\\ \\_ r\\ ~-L' zlw /

REBAR,

':J ~ \\ / SEE PLAN 1 \\ /

ANCHOR BOLT

-r EDGE OF SLAB BOLT GAGE SEE PLAN FOR LOCATION OPTION 1 4 DETAIL f \\ ~10* / I r,l\\t< I I \\ i i=~ II ~ a.. ~ttl \\ __, (I) \\ I

REBAR,

\\ SEE PLAN ~I r--u -- ANCHOR BOLT ~ . *;,/ EDGE OF SLAB

.,'1~ T~~ 1 ~-

BOLT GAGE SEE PLAN FOR LOCATION OPTION2 S-110-1 SCALE 3/4"=1'-0"

1.

SEE FOOTING SCHEDULE TABLE ON DRAWING VFS-EPM-000-DWG-S-110 FOR DETAIL CALLOUT.

1.

SEE FOOTING SCHEDULE TABLE ON DRA\\MNG VFS-EPM-000-DWG-S-11 D FOR DETAIL CALLOUT. 6'-0" N I 15 ~[ 1--+----+----------+---+- I ,// ~' SEE -

=--------------

~ ~"- / <1>" 3'-9 3/8" / I /-+--~------,----+----+----r-----1~-+--+--,--~- + I _J_I--+--+----,--+----+

6 REBAR AT 12" EA WAY, TOP AND BOTTOM, 3" EDGE CLEARANCE

,-+--....__ -<=- I

SEE ~

~ l ~ -__,, I 0 .r I I I I I I I +/- I ' SEE _/ ~ I I I i c__l I i I I I I I I I I I I I I I I I i I I I I ~ L --~-----~-- I I I I -f----- -- 1 I I I I I I I I I i I I I I I I I I i I I I I I I I I I I I I I I [ I i I i I / PLAN 1' I I I '/ I r I I I I J_ I "i-, I__:___; I ~ ' I . ---.__:c:__ #6 RE BAR AT 12" EA TOP AND I

WAY, BOTT CLEA OM, 3"EDGE RANCE

"'f f --i~: -----~-----------------~~ -~-~ 7 S-110-2 I I i------+----------+I _R __ E_F_N_UM_ B_E_R_~----~~~ -T-I_T-L_E_-_-_-_-_-_-_-_: 1 ,---\\.-"+-""--;1------------+----+---+---+- -~,t---- DWG NO TITLE REFERENCES \\ 1-----~ = RA~W~l,--- NG~T=R~A~ c= EA~B~ I L= ,r~ Y...., Ll= sT~---+' N~'E=x=T~u=sE=D----,O~N~ -------------,1 *:~\\-~----------,Rc=Ec-V---c lS----,IO....,N-,---S~--+-~-~-------t 5 4 3 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT 1--------------------l WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EP M-000-DWG-S-115 SHOVVN ! EDl SHEET 1 "' 5 F E D C ~ A

F SEE - ~ \\.?:_115-1 E D C I__ B A 8 I I I I 7 10'-0" I I I I I I I I i I I I It-I I I I I I I I i I i I I I I I I I I I i I i I I I I I I I I i I ! I I " I ~ 1 I I I i I I I -~7 6 1-,1 r:.,1 -t I I I I ~I i I __J

6 REBAR AT 12" EA WAY, TOP AND BOTTOM, 3" EDGE CLEARANCE

,- SLAB, SEE PLAN I I ~I I I I I I I r------ I J-, i' /** * , -----i ~1 ~-------~'-----------~~--1~=.f---------1 16'-0" I I I I SECTION a DETAIL S-110-2 SCALE: 1/2"=1'-0" I CL ' I-,

.-, j I

I r-- I i l I I I I I I l I I I I l f I L \\ I \\ I I I-.___, \\ PLAN ~\\ I I 1 ~- I i I I i I i I i

6 REBAR AT 12 EA WAY, TOP AND BOTTOM, 3" EDGE CLEARANCE 1-SLAB, SEE PLAN I

r------------;._-~-=..-- J --.

t

. '.. : *. J-1/2--:17 ~ 11 DETAIL S-110-2 SCALE: 1/2"=1'-0" 8 7 6 I I I I ~ I 5 DWGNO 11'-6" i I I -- I I I \\ ~ I \\ 4 l I I i I i -+ I i

6 REBAR AT 12" EA WAY, TOP AND BOTTOM,

3" EDGE CLEARANCE 1 SLAB, SEE PLAN I g DETAIL S-110-2 SCALE* 1/2"=1'-0" J1 "f t F NOTE:

1.

USE ZURN 2882 WITH DUCTILE IRON SLOTTED GRATE - CLASS E.

2.

DIMENSION "A" IS MINIMUM 6.25" DIMENSION "B" IS MAXIMUM 11.25" t 8'-0" REF NUMBER TITLE TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 I I I L___ F i r I I I i I I "ii ~- ~ I 3 8'-0" 7 I 1 i I i I I I I I I I I I I I i---- 10 DETAIL 2 NOTES:

1.

SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE

2.

UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC. PERACl318

#6 REBAR AT 12" EA WAY, TOP AND BOTTOM, 3" EDGE CLEARANCE 1

SLAB, SEE PLAN I S-110-2 SCALE 112"=1'--0" I '--------1 i

f

-{'---~~ REVISIONS 3 2 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 SHOWN SHm 2 Of 5 s F E D C U) LL 0 I If)

F E D C B A 8 7 ( ) 114" DEEP ELASTOMERIC SEALANT, AND 318" ASPHAL TIC EXPANSION JOINT MATERIAL - 1 112 '7:::. __ GIRT LINE __ _Jj:.. _ __..- COLUMN ~ SIDING HAIRPIN SEE PLAN - [.../

5 BENT SEE FOOTING PLAN i!

r1

===---==='l.=:===f;~~ J§§§*:J_*~r 1 - - - - - - - l REINFORCING IN 1 _,,,- #3 TIES I_I ~I PER FOOTING SCHEDULE, (I AT 1'-0 CIC I VFS-EPM-000-DWG-S-110-01 ~

~~+--~-'-+~---~

l 1i;__::-___t_ ~-~~~--- -------=,=~m=, l

~S=E=E~FO= O=T~IN=G~ PLAN

= '------*- r , I~ "'u A SECTION S-115-1 SCALE 3/4" ; 1 '-0" '1~ GIRT LINE --- SEE PLAN FOR SLAB REINFORCING r 0 1::::11131. :j]~TTT:- #4 AT 12" CIC N ' 1 l:='8;:;f:""'iJ * 'I I

4 AT 18" CIC

,-,/;1' I. J*r-,,. 11

1*'

ALTHOOK 1=_ [.;_!T R10RIGID INSULATION i>oT ~ 1 (IF HEATED) 'i=n:bli' ~ (2) #5 CONT D SECTION S-110-1 SCALE: 3/4" ; 1'-0" NOTE:

1.

TYPICAL AT DOORS. L2x2x 114" EMBEDDED ANGLE WITH 3" LONG

4 AT 18" CIC 1 24"

\\ CONCRETE SLAB -j24" \\ PER PLAN -, \\ \\ NELSON STUDS AT 24" CIC / BAR GRATING J TOG 8 t---'--_---:::L_>---=,,_,____..,_ -~ ~ I

5 AT 12" CIC CONTINUOUS
SAT 12"C/C 8"

TOCJ NOTE: -1. - All JOINTS BELOW GRADE SHALL HAVE BENTONITE WATERSTOP. H SECTION S-110-1 SCALE: 3/4"; 1'-CY' 7 6 5 HAIRPIN - ANCHOR BOLT w >-...J z:::, wo

w o

i

wu

5 BENT SEE FOOTING PLAN

'°"'

aw WW

(/)

4 AT 18" c;~. \\

~ \\ CONCRETE SLAB 24" \\ SEE FOOTING PLAN B SECTION S-115-1 SCALE: 314" ; 1 '-0" E SECTION S-110-1 r SCALE: 314" ; 1 '-0" l2x2x114" EMBEDDED ANGLE WITH 3" LONG NELSON STUDS AT 24" CIC I BAR GRATING PER PLAN -\\ \\ I I I I I TOG

5AT12'C~C J

~ 8' TOG r.-~--_ -!'+ '-,=,._ ~ -= -= --~--, io' NOTE: All JOINTS BELOW GRADE SHALL HAVE BENTONITE WATERSTOP. DWGNO TITLE DRAWING TRACEABILITY LIST 6 5 4 3 c SECTION S-110-1 SCALE: 3/4" ; 1 '-CT' GIRT LINE ---- CONCRETE PIER ~ 6" r- ~ - cbc~ -"'"!..J_;.,..--~ "iiil~* 1l7 REBARs~:1::::,,% _ a \\ I \\_ EMBEDDED ~ F SECTION S-115-1 SCALE: NONE REF NUMBER TITLE REFERENCES NEXT USED ON 4 L2'\\c3" LLV 2'-0" LONG 3 REVISIONS 2 NOTES SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

2.

SEE VFS-EPM-000-DWG-S-110 SHEET 1 FOR FOUNDATION PLAN.

3.

UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC. PER ACI 318. 6" MIN --rw-314" CHAMFER, TYP ~m~m~tnkim~:Ti~7~m~m~'f 6.. -1£.,5..

I\\_ #4 REBAR I

SLAB REINFORCEMENT AT 18" CIC EACH WAY, PER PLAN - SEE SCHEDULE FOR LAP LENGTH G SECTION S-110-1, -2 SCALE 314"; 1'-0" 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C ~ ~ 0 ~ ! (i) VEOLIA VE O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 0 """""""*"'"'*~"""~'"""'"""'"'"AA'C'"'"'"""'~'*""*mAAYrnWRo,.*c.,em,"'"'ccu*M*OR~YOA" ""

z I 1Nr~WITIONT'l-1flll!N W.Yef PII.OOUCEO. USED. RELEASEDOR OlSCLOSED, 11'1\\\\tlQ.E OH IN P.11.Kl, \\V! J]';Q.Jl lHE EJIPRESSEDWRITTEN CONSENT OF KURICN. WC

~ NAME 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS / F VFS-EPM-000-DWG-S-115 SCALE SHOVVN I EOT SI-IEEl 3 5 s A

F E D C 15 B A 8 7 4'-0"MAX I i GF PIPING SYSTEMS STRESS LESS PIPE I _:/ r L...._1 L 0 0 J 1 ~ Cf 1 I 11 fi=:::f4-t4, =-3/4-.J~_::i.:, GUIDE, WITH 1/2' DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS \\ l..,_ \\ \\ '-- UNISTRUT P1001 SEE NOTE 4 FOR ACTUAL SPACING (2) UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1) SPRING CLAMP TO P1001 ~~!l'j~ '- UNISTRUT P1001 VERT / SUPPORT AT 8'-0" LONG GIRTS PER MAX BUILDING MANUFACTURER _J B n I 0., I I L 6 5 4'-0" MAX .- L 1 I I UNISTRUT P2072A I SQ WITH 1/2" DIA HILTI KWIK BOLT TZ WITH 2 3/8" EMBED \\ \\ 4'-0" MAX GF PIPING SYSTEMS STRESS LESS PIPE CL C( GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS \\ '-- UNI STRUT P1 ODO (2) UNISTRUT P1346 WITH (2) 112" DIA BOLTS AND (2) AND SPRING -~ NUTS TO COLUMN, ~ AND(1)1/2"DIABOLTAND(1) SPRING CLAMP TO P1000 '- UNISTRUT P1000 I ,-,-,,----- PIPE CLAMP WITH BOLTS AND I /. SPRING NUTS, VERIFY PIPE 1 / SIZE AT LOCATIONS ,,+ o Jd_ ~J UNISTRUT P2348 WITH (4) 1 /2" DIA BOLTS AND SPRING NUTS IN AND BASE - OPTION 1 UNISTRUT Pl 346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1) SPRING CLAMP TO P1000

______ UNISTRUT P1000, TYP SEE DETAIL 15

~ I I ~ ~I i 1 I I 4 3 ,- ROOF r 1/2"BOLT / PURLINS i ir ~~~~~RUT -,f~-1 I ~ I II 1 _L--1 ~ -=-=-~ ~-~ I ~~ ---l

UNI STRUT SPRING NUT

_ 1/2" BOLT ~ 1t '--- THREADED ROD PER ~---- CLEVIS REQUIREMENTS '---- P1000 UNISTRUT

..___ PIPE CLEVIS 4'-0"MAX I

_,,- Pl PE CLAMP WITH BOLTS AND ,,// SPRING NUTS, VERIFY PIPE I/ SIZE AT LOCATIONS ~~:r UNISTRUT P2348 WITH UNISTRUT P1346 WITH (2) 1 /2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 112" DIA BOLT AND (1) SPRING CLAMP TO P1000 UNISTRUT P1000, TYP SEE DETAIL 15 (4) 1/2" DIA BOLTS AND SPRING NUTS IN AND BASE - L~-----~~ OPTION 2

?c~;~~~-o~ PIPE SUPPORTS-EXTERIOR

/

J7~

EMBED P3259-X I I ~ - ~ I M 4'-0" MAX (2) #5BARS - SECTION 8 DETAIL-PIPE SUPPORT EXTERIOR SCALE: 1112"= 1'-0" I ~~~T~i:i:0 ~1t~1s~IK // BOLT TZ WITH2 3/8" EMBED - UNISTRUT P1000, TYP I L__ 17 DETAIL - FLOOR PIPE SUPPORTS - INTERIOR SCALE: 1" = 1 '-0" REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 8 7 6 5 4 3 2 2

1.

SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

2.

SEE VFS-EPM-000-DWG-S-110 SHEET 1 FOR FOUNDATION PLAN. 3 UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC. PERACI 318. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION CIMARRON PUMP AND TREAT SYSTEM PROJECT i---------------------1 F WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 SHO""' 51-iEET 4 Of 5 s F E D C ~rtJ LL 0 A

F E D C B A J s j r 8 DETAIL DIMENSION _ HOOK - ~ I AORG t L~ -,ip_~ I I I 44,B OR

i-!-

2 1 /2" MIN DETAIL DIMENSION _ i (!J *1 Q._-c-n a:: -,5' 0 N <( L__ _J 7 RECOMMENDED END HOOKS, ALL GRADES OF STEEL i ~~~ I O

A OR, ~o* HOOK~

9D~ ~~o~s I j

3 1

2 1/4" j 5" 3" 6" I #4 +- 3" 1 6" 4" 8"

5 7"

10" 3 314" 5" 41/2" 8" 6" 1'-0" 51/4" I 10" 7" 1'-2" 6" 11" I 8" I 1'-4" 91/2" 1'-3" I 11 3/4" I 1*-1* 10 3/4" 1'-5" I 1'-11 /4" 1'-10" 12" i

11 1'-7 I

1'-2 3/4" I 2*-0" 18 1/4" I I 1'-9 3/4" 2'-3" I 2'-7" 24" I I 2'-4 1/2" ALL GRADES OF STEEL: 1~ #_1_8 ~---~-3_'-0_"~------'--3_'-5_" __,

1.

D = FINISHED INSIDE BEND DIAMETER.

2.

di, = NOMINAL BAR DIAMETER.

3.

MIN. D = 6 cJ,, FOR #3 THROUGH #8. 4 MIN. D = 8d,, FOR#9, 10AND#11. 5 MIN. D = 10d0 FOR#14AND#18. 8 7 6 6 i 5 4 3 2 fc = 2500 psi LENGTH (INCHES) I fc = 3000 psi LENGTH (INCHES) BAR SIZE LAP CLASS TOP BARS j OTHER BARS BAR SIZE I LAP CLASS TOP BARS i OTHER BARS A I 24 I 18 I

3 l

I B 31 24 I A 32 r 24 I A

3 I

B i A 22 17 28 22 29 1 22 I

4 I

B I I 32 41 i A j_ 39 +- 30 I BAR I 90° HOOKS 135° HOOKS I I

5 D

B I 51 39 I SIZE AORG AORG H'

3 1 1/2" 4"

4" 21/2" A 47 I 36 I I

6 AORG
4 2"

4112" 41/2" 3" i B 61 I 47 I I A 55 42

5 21/2" 6"

51/2" 3 3/4"

7
6 41/2" 1'-0" 8"

41/2" I B 71 55 I

7 51/4" 1'-2" 9"

~ A 63 48

8 B

82 63

8 6"

I 1'-4" 10 112" 6" I A 71 54

4 I

B I A

5 i

B i A

6 38 29 36 28 47 36 l~--+I __

B_---;~- 4 _5:_-+-__ ::_--< j A 50 39

7 I

B 65 50 A 57 1 44

8 1

B 75 I 57 F I

- H DIMENSION IS APPROXIMATE I

9 i

B 71 ~ f----A __ +-_6_5 __ 1~_5_0_--1 I B 84 65 PROVIDE L-SHAPED CORNER BARS THE SAME SIZE AS HORIZ REINF LENGTH OF EA LEG SHALL BE CLASS "B" PER ,- CONC FND WALL / PER FOUNDATION LAP SPLICE SCHEDULE l I PLAN ~~*~~'~==:::::::::::=i, ,[-~,,~,,,- ' HORIZ REINF PER PLAN _ I'*: I PER PLAN EXTEND HORIZ REINF TO 2" FROM EDGE OF INTERSECTING WALL I DWGNO TITLE DRAWING TRACEABILITY LIST 5 t 92 A __ >-- 78 t 60

10 B

102 78 I A 72 55

l O

,f----- B--+--9-3--.----7-2---1 A I 86 I 66

11 I

B 112 86

11 lf--_A __ -+-_7_9_-+-__ 6_1_---;

\\ B 102 79 NOTES ~ ABULATEO VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE

2.

TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318-14, SECTIONS 25.4.2 AND 25.5.2, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS. LENGTHS ARE IN INCHES.

3.

CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING OF THE BARS, ARE DEFINED AS BEAMS OR COLUMNS:

4.

CASE 1 COVER AT LEAST 1.0cJ,, AND C.-C. SPACING AT LEAST 2.0 d0. CASE 2 COVER LESS THAN 1.0 cJ,, OR C.-C. SPACING LESS THAN 2.0 d0. ALL OTHERS: CASE 1 COVER AT LEAST 1.0 di, AND C.-C. SPACING AT LEAST 3.0 d0. CASE 2 COVER LESS THAN 1.0 di, OR C.-C. SPACING LESS THAN 3.0 d0. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A= 1.0 I AND CLASS B = 1.31,, (ACI 318-14, SECTION 20.5.2). ACI 318-14 DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS AND ARE NOT SHOWN FOR CLARITY. 6 TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.

7.

FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3

8.

FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOW NG FACTORS CONCRETE COVER AND SPACING TOP BARS OTHER BARS COVER< 3.0 cJ,, OR C. -C. SPACING< 7.0 cJ,, 1.7/1.3~ 1.50 COVER :'. 3.0 cJ,, OR C. -C SPACING :'. 7 0 cJ,, 1.20 1.20

9.

ALL CALCULATIONS SHOWN ABOVE ARE ASSUMED TO BE CASE 2. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION E D C ~- G) VEOLIA I I i I [ ~I-RE_F_N_u_M_B-ER_I _____ T1-TL-E-----ai~.,, "" I I REFERENCES NEXT USED ON REVISIONS 4 3 Ve O l I A NUCLEAR SOLUTIONS - FED. ERAL SERVICES 295 Bradley Blvd. Sui1e 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS

'---;;.: ::'=-,.,=

..,u=~a,=,~N~-"'---;-,/--,!I F, ...,,o VFS-EPM-000-DWG-S-115 / l scALE SHOWN

ET I SHEET 5

"' 5 2

8 I 7 I 6 I 5 t 4 I 3 I 2 I 1 --ti INSTRUMENT IDENTIFICATION (ISA 5.1 R2O09) PIPING/EQUIPMENT: v VACUUM RELIEF VALVE AIR GAP ~ FIRST-LETTER SUCCEEDING-LETTERS LINES: ~ MEASURED OR READOUT OR OUTPUT PRIMARY PIPING IXXI BALL VALVE 1 0 STREAM NUMBER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER INSTRUMENTATION OR OTHER PIPING PRESSURE RELIEF VALVE A ANALYSIS ALARM F t:e::I BALL VALVE ~ B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE F TANKS/PITS/BUILDINGS SCREW CONVEYOR C CONDUCTIVITY CONTROL CLOSE ELECTRICAL POWER OR SIGNAL [::0:1 V-PORT BALL VALVE 111 UNION D USER'S CHOICE DIFFERENTIAL DETECTOR DEVIATION SKID BOUNDARY 4 AUTOMATIC DRAIN VALVE E VOLTAGE SENSOR (PRIMARY ELEMENT) DATA LINK I><] GATE VALVE COMBINATION VACUUM AND F FLOW, FLOW RATE RATIO (FRACTION) --0-- PRESSURE REFIEF VALVE ~ G USER'S CHOICE GLASS, VIEWING DEVICE ~ FLEX HOSE ~ PINCH VALVE REFRIGERATED AIR DRYER H HAND HIGH PROCESS BOUNDARY 1 TANK VENT I CURRENT (ELECTRICAL) INDICATE ~- OPERATIONAL FLOW J POWER SCAN 1,,.a--1 BUTTERFLY VALVE TIME RATE OF CHANGE c5'1 V K TIME, TIME SCHEDULE CONTROL STATION TANK VENT WITH BIRD / HOPPER L LEVEL LIGHT LOW INSTRUMENT SYMBOLS: N CHECK VALVE INSECT SCREEN M USER'S CHOICE MIDDLE, INTERMEDIATE ~ COMPUTER DIALOG/CONTROL ~ SLIDE VALVE fl N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE FIELD LOCATED CENTRIFUGAL PUMP OIL/WATER SEPARATOR 0 USER'S CHOICE ORIFICE, RESTRICTION OPEN E 0 P PRESSURE, VACUUM POINT (TEST CONNECTION) E MAGNETIC FLOW METER Q QUANTITY INTEGRATE, TOTALIZE INTEGRATE, TOTALIZE '"'""""'00 ~ El ~ R RADIATION RECORD RUN NUMBER XXX INSTRUMENT IDENTIFICATION FILTER PERISTALTIC PUMP S SPEED, FREQUENCY SAFETY SWITCH STOP (SEE INSTRUMENT IDENTIFICATION I TABLE) WET / DRY AIR RECEIVER T TEMPERATURE TRANSMIT I E] VARIABLE FREQUENCY DRIVE 0 U MUL TIVARIABLE MUL Tl FUNCTION MULTIFUNCTION ~ MAIN SHARED CONTROL DIAPHRAGM PUMP V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER OR DISPLAY ELECTRICAL OR 0 W WEIGHT, FORCE WELL, PROBE CONTROL SIGNAL xx GRAB SAMPLE d X UNCLASSIFIED XAXIS TROUBLE UNCLASSIFIED UNCLASSIFIED ~- INSTRUMENT IDENTIFICATION xx METERING PUMP (SEE INSTRUMENT IDENTIFICATION Y EVENT, STATE OR PRESENCE YAXIS RELAY, COMPUTE, CONVERT TABLE) 0 IDENTIFICATION SAMPLE PORT LINE NUMBERING: Z POSITION, DIMENSION ZAXIS DRIVER, ACTUATOR, UNCLASSIFIED NUMBER LOCAL MOUNTED ~ INSTRUMENT POSITIVE DISPLACEMENT BLOWER TAG SEQUENCE NUMBER: NOTES: (BASED ON P&ID NUMBER) ~ MOTOR LINE SERVICE CODE:i _1 r PIPING CLASS CODE:

1.

LD IS USED TO DESIGNATE LEAK DETECTION INSTRUMENT DRAWING CONTINUATION ARROW: [] PIPE SIZE:----i ____c-lNSULATION CODE: D 1-BRS-1 0000-AS01-HT &I D DRAWING CONTINUATION t PRESSURE OR VACUUM RELIEF SPARGE VESSEL ARROW USED ONLY FOR IXXX > LINES ENTERING OR LEAVING L THE FACE OF THE DRAWING ---D-- QUICK CONNECT LINE SERVICE CODES: CONTINUATION DRAINING 0 CA COMPRESSED AIR AND/OR SHEET NUMBER

J-HOSE CONNECTION TANK DR DRAIN FW FILTERED WATER J

GW GROUNDWATER PIPE CAP HCL HYDROCHLORIC ACID (37%) D IA INSTRUMENT AIR ABBREVIATIONS: - PIPE FLANGE POTW POTABLE WATER RV RELIEF VENT B POSITIVE DISPLACEMENT BLOWER HOPPER svw SER~CE WATER BA BURIAL AREA -{}- PIPE REDUCER VAP VAPOR BMCD BURNS & MCDONNELL WW WASTEWATER BS BASKET STRAINER -gXX)- DRY DISCONNECT WITH SHUTOFF wwo WASH/WASTE OIL C CENTRIFUGE CMPR COMPRESSOR I µJ cs CARBON STEEL I----CD--1 FULL PORT DRY DISCONNECT RIBBON CV CHECK VALVE BLENDER PIPING CLASS CODES INSULATION CODE: C DV DISCONNECT VALVE ~ C DOE DEPARTMENT OF ENERGY ROTARY VALVE 1ST CHARACTER - NOMINAL PRESSURE RATING HT&I HEAT TRACE AND INSULATE FL FAIL LOCKED A-CLASS 150 IAC INSULATION ACCOUSTIC FC FAIL CLOSE D<l Q B-CLASS 300 IC INSULATION COLD FDR SOLIDS FEEDER EDUCTOR C-CLASS600 IH INSULATION HOT FH FLEX HOSE SACK UNLOADER D - CLASS 900 IS INSULATION SAFETY FLT FILTER v E - CLASS 1500 N NONE FO FAIL OPEN BASKET STRAINER F - CLASS 125 GV GAUGE VALVE GPD GALLONS PER DAY 2ND CHARACTER - GENERAL MATERIAL TYPE H INTERCONNECTING HOSE ~ WYE STRAINER A-PVC HPR HOPPER C I SCROLLING CENTRIFUGE B-CPVC IX ION EXCHANGE D-ALLOY 20 LC LOCKED CLOSED qI)J IN-LINE SILENCER E - HASTELLOW LO LOCKED OPEN F -FRP MCL MAXIMUM CONTAMINANT LEVEL ~ G - GALVANIZED STEEL MOV MOTOR OPERA TED VALVE ~ IN-LINE MIXER H - HDPE t-- MVD MANUAL VALVE DOUBLE SOLIDS DRUM J - POLYPROPYLENE ~rn MPa MEGA-PASCALS K - PVDF (KYNAR) NC NORMALLY CLOSED © L - LINED CARBON STEEL ~ NO NORMALLY OPENED MECHANICAL VIBRATOR M - MONEL p PUMP N - DOUBLE CONTAINED (PTFE/CPVC) t:> B P&ID PIPING,AND INSTRUMENTATION DIAGRAM B P - PVC OR CPVC PRV PRESSURE RELIEF VALVE ~ NEEDLE VALVE R-ABS I PSE PRESSURE SAFETY ELEMENT AIR COMPRESSOR S - STAINLESS STEEL ,!!L PVC POL YVNYL CHLORIDE ~ T - ALUMINUM 90% DESIGN RB RIBBON BLENDER 0 GAUGE VALVE PRELIMINARY OR PERMIT SET, 'i' s SAMPLE PORT 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING ~ TfTK TANK f

1. - SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE NOT FOR CONSTRUCTION, V

VALVE i MATERIAL CLASS ~ VFD VARIABLE FREQUENCY DRIVE ~SFS VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES MOTOR OPERATED VALVE SAFETY SHOWER 5TH CHARACTER - MODIFIER RECORDING PURPOSES, 9 VSL VESSEU ION EXCHANGE VESSEL x - DESIGNATOR INDICATING MODIFICATION OR IMPLEMENTATION ~ WA WESTERN AREA ~- W/AA WESTERN ALLUVIAL AREA ~ NOTE: NOT NORMALLY USED IN THE PIPE MATERIAL CLASS NAME. WATF WESTERN AREA TREATMENT FACILITY PRESSURE CONTROL VALVE USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES (i)veOLIA VEOLIA YS WYE STRAINER l MODIFICATION TO SATISFY PROJECT SPECIFIC REQUIREMENTS, EITHER NUCLEAR SOLUTIONS - FEDERAL SERVICES EYE/ FACE WASH DOE TO CLIENT SPECIFICATIONS AND/ OR SPECIAL PROJECT 295 Bradley Blvd. Suite 300 REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL Richland, WA 99352 ~ CLASSIFICATION SHALL BE MARKED WITH THE PROJECT OR TENDER www.nuclearsolutions.veolia.com !ii BACK-PRESSURE VALVE NUMBER AND USED ONLY FOR THE APPLICABLE PROJECT OF TENDER. 1HEOOCUMENT. IMT4. A.N01HFORlil4TIONCCNTANED1HEREN.utECONFID£NTIALANOPROP!tlITAAVTOIWAICN. NC. NETTHERTI11$000JMENTNOflAAYCA,T""Ofl ~ INFOflMATIONTHER£NM,1,'l'l!IEPIIOO\\ICEO.USEO. RELEASEOOROl5Cl05EO. INU10l.EOltlNPAAT. WlTI1CJJl01EE.1.PRE:SSEDWRITTENCONSl:NTOF.WRION t,:C -m PULSATION DAMPENER EXAMPLE: NAME DAfE...-G°'lolP.a.N CIMARRON A ~ INSULATION \\NITH HEAT 150# CLASS, CARBON STEEL, 2ND CARBON STEEL PIPE 1S"MObRE ~ FS PUMP AND TREAT SYSTEM PROJECT A ~ TRACE MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION V DAVISON __....-;;;SFS FLOW CONTROL VAL~ 'Tw1[soN PROCESS ~ HOSE BIB I b-SM°i'ri=r** SYMBOLS,NOTES,AND ~ ROTAMETER E'TLOYD ~ fS ABBREVIATIONS REF NUMBER I TITLE ~ DESCRIPTION REV ~

Fl--, VFS-EPM-000-DWG-P-001 Is DESIGNAlf'ORITY

/ DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE NONE IEDr ' "'"' 1 ~ 1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

F E D C B A 8 REFILLED VESSELS ~ ZONE-EB SPENT VESSELS ~ ZONE* D8 EXCESS WATER RECYCLE I P111, SHEET 1 ZONE-CB HYDROCHLORIC ACID I I f [I::>,------, FROM I WA WELL FIELD FROM I WA WELL FIELD FROM I BA 1 WELL FIELD 8 [I::> TK-101 15,000 GAL TK-105 12,000 GAL 7 r FILTER FILTER I 7 I I I 6 I ,--~:~,~--J b-7 i DD D i ~ I I I I I I I I I BA1 URANIUM IX I ©----- I I - D D D I I - I I I I I ~NIUM TREATMENT SYSTEM

_J T

l I 6 I 5 TK-106 BACKWASH TANK 9,000 GAL 4 f I r I I I I I I I I I I I I I 3 I

7 TREATED WATER DISCHARGE AND INJECTION SYSTEM I

I WA INJECTION SKID I - I

iiiNRNNE~t)

I I I I I r I TK-102 I EFFLUENT TANK I 15,000 GAL I I 2 I GENERAL NOTES: URANIUM TRAIN BYPASS IS BUILT INTO SKIDS IN CASE OPERATIONS ARE REQUIRED AFTER INFLUENT< MCL. b-DOUBLE-WALLED INFLUENT TANK. TO INJECTION TO WEST OUTFALL ~ F E D L_ --------- __ _J ~ f 1-----~-----------+--R-EF_N_u_M_B_E_R __ i ____ T_ IT-LE ____ _,~ DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 5 t 4 I 3 I BA1 INJECTION SKID (BY BURNS & MCDONNELL) PHASE 1 CONCEPTUAL DESIGN QveOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 TliEDOCUMENT.OATA. 11NOINFORMA.TlONCONTAJlEOTkEREINAflECOJIFIOEH11Al.#HO PROPRlE'TA.~YTO....,..SFS. LLC.NEmtER1lt1SOCX::U NENTNOIINIYD.-.TAOR INHJUU,TIQN TI-IE!IEIII W.'I' 11.E PROOl.CEC USED RELEASED OR OISCLOSEO. IN 'NIOI.E OIi iN PART, W11'1'10UTTIIE EXPRESSED WRmEN CONSE~T OFVNSFS UC C I SlL NAME CIMARRON

VjD~A~Vl~SION~====t';;"~~~

"'~'~"1-__

_i:P~U~M~P!_A~N:'.D~T~RE~A~T~S~Y:_:S~TE~M~PR~O:.::J'.:E~CT~ __ _j A ~~Mo6'RELn 111~ s 1mJW.,.,1'Lm

- soirniN,.-------i~

'"~""'

-"=";;;,,

" WESTERN AREA TREATMENT SMITH " '"~ FACILITY OVERALL ELLOvci""" "'~ PROCESS FLOW DIAGRAM ~b om=,.~,.=,.,r-~-4-==~=----,i / FI owo,o VFS-EPM-QQQ-DWG-P-110 I C / SCALE NONE l eor I SHm 1 Of 2 2

8 I 7 I 6 I 5 4 I 3 I 2 I 1 ~ Stream# 1 2 3 4 5 6 7 8 12A 12B 13A 13B 14 15 WA Uranium Uranium Treatment WA Uranium Treatment BA Uranium Treatment BA Uranium Treatment Combined Treatment WA Refilled BA Refilled WA Spent Uranium BA Spent Uranium Effluent for Description WA IX Feed BA IX Feed Effluent to Effluent to Injection Skid Effluent to TK-102 Effluent to Injection Skid Outfall from Hydrochloric Vessels Vessels Treatment Vessels Treatment Vessels Backwashing Filter Backflush TK-102 TK-102 Acid (36%) F Parameter Units F Liquid Streams Flow gpm 107 100 99 8 82 18 181 195.0 3.4 - 17.7 gpd 35.3 Liquid Concentrations ~ Nitrate (as N) ppm 38.2 0.6 38.2 38.2 0.6 0.6 21.2 Uranium (total) ppb 159 1018 0 0 0 0 0 0 Suspended 5 5 0 0 0 0 5.7 0 306 Solids ppm (dry) Solid Streams Flow E Unused IX Resin cu ft/yr 117 278 E Exhausted IX 161 382 Resin cu ft/yr Stream table based an design conditions; actual conditions will vary over the course of remediation D D i-C C 'if,(j ,.!L N IL B 0 N I ,!!L 0 ~ PHASE 1 CONCEPTUAL DESIGN L Ci)veOLIA VEOLIA NUCLEAR SOLUTIONS i FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 Ji lHE OOCUML:Nl, 0,H,._MO INfOUUITON CONT,..,.EO 11-IEREN NIE CCNFIOl:NTIAI. ANO PROPRIETARY lOVNSFS. UC. NEIT'HER TlilS DC:CUME/fl NOR ANY DATA OR INfORW,,T IOH lHEREW MAY IE PROOUCEO. USED. REtEASEOOR OISClOSEO. IN V.HOlEOR IH PAflT.WllHOUTTI1E EXPRESSED wRmni CONSElft Of'VNSFS. LLC ~ NAME °"'~ .... AN", CIMARRON A VliAVISON '"~,, PUMP AND TREAT SYSTEM PROJECT A SMOOi';ff' 111~FS J WILSON 111~rs WESTERN AREA TREATMENT I D SM ITH 111~SFS FACILITY OVERALL CLLOYD-* "'~.. PROCESS FLOW DIAGRAM REF NUMBER I TITLE \\MFO "" OfSCft!PTICN ~ --- Fl ~,o VFS-EPM-000-DWG-P-110 le DWGNO TITLE REFERENCES D?SIGNAUTHO!IITY / DRAWING TRACEABILITY LIST NEXT USED ON

-~~\\

RE VISIONS SCAI.E NONE Im 1~m 2 "' 2 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

F E D C B A 8 7 6 DRUM FILTER POLYMER METHANOL PHOSPHORIC ACID MICRONUTRIENT REFILLED VESSELS ~ .L __ __ --- - ZONE-EB SPENT VESSELS ~ ZONE-DB - --- -- --- - ----i f - - - - - - -*- - - - - 7 EXCESS WATER RECYCLE 1 1, ZONE-CB HYDROCHLORIC ACID FROM WELL FIELD r-=------ 1 TK-101 I I - _I_ - j_ - - ~ URANIUM IX I DD I 15,000 GAL URANIUM IX I I I I FROM DD c__W_E-LL-F-IE-LD _ ___,, I L __ u_RA_N_1u_M -2:R_:A_TM_E_N_T s.::::s2:_EM ________ -~=-----~~==-------~~=--___. _ _J I I BUFFER TANK 15,000 GAL 5 BIOREACTOR STAGE 1 BYPASS BIOREACTOR STAGE 1 4 BIOREACTOR STAGE2 FILTRATION, SLUDGE HANDLING, DEWATERING AND PACKAGING FLOCCULATION TANK L NITRATE TREATMENT SYSTEM _J r NITRATE TREATMENT SYSTEM BYPASS COAGULANT (FERRIC CHLORIDE) THICKENER POLYMER SERVICE WATER PERLITE REF NUMBER TITLE DWG NO TITLE REFERENCES 1---___:::_:..:..:::..:..:.::;D"'Rc:-A:-:1 W::-:-IN:::Gc::T:-= R-:-AC:::-:E:--:A-=B,,:IL~IT'::'Y':',Ll:;cST:;-----t--:;N;::, EX"'T:--:U-;-;S:-;,E,;:;D-;:O;;:-N~--'-"'------------j ~*I:_ 8 7 6 5 4 3 2 GENERAL NOTES: URANIUM TRAIN BYPASS IS BUil TINTO SKIDS IN CASE OPERATIONS ARE REQUIRED AFTER INFLUENT< MCL DOUBLE-WALLED INFLUENT TANK. TWO STAGES OF BIOREACTOR ARE USED; THE FIRST STAGE CONSISTS OF TWO REACTORS IN PARALLEL. F E ,------------- 7 D TK-102 EFFLUENT TANK 15,000 GAL INJECTION SKID (BY BURNS & MCDONNELL) TREATED WATER DISCHARGE TO INJECTION TO WEST OUTFALL C I c_ _____ AND INJECTION SYSTEM L ______________ _J DEWATERED AND PACKAGED SLUDGE REVISIONS 3 SERVICE WATER 111, 1 ZONE - FB 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION 0 i ij .-(i) V_E_O_L__,IA ~ Ve O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES ~ 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ TI1EOOCVMENT. DATA, ANOlNFORM,O.TIONCCNT-ED Tl1EREINAHECCN FIOENTIAL A.~D PRO!'IIIETARYTOlURICW. tlCNEIT!lERllUSOOOJ MENTNORN4YOATAOR INFORMATIOHniEIIEHW.YIIEPIIOOUCEO. USEO. RELEASED OR DISCLOSED IN w-iO..EORIN PART. \\Vll1"0JTTME ElPRESSEOWRrrfENCONSEHT(F lUIIION..,C 2 WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM F VFS-EPM-000-DWG-P-110 NONE SHEET 1 "' 2 ~

8 I 7 I 6 I 5 4 I 3 I 2 I 1 STREAM NO 1 2 3 4 5 6 7 8 9 10 11 12 13 COMBINED COMBINED NITRATE URANIUM NITRATE NITRATE NITRATE NITRATE NITRATE NITRATE REFILLED WATF SPENT DESCRIPTION BLENDED IX URANIUM NITRATE TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT VESSELS TO URANIUM F FEED TREATMENT TREATMENT PACKAGED HYDROCHLORIC METHANOL PHOSPHORIC DRUMFIL TER IRON CHLORIDE THICKENER WATF TREATMENT F PER LITE EFFLUENT EFFLUENT SLUDGE ACID (36%) (100%) ACID (24%) POLYMER (33%) POLYMER VESSELS PARAMETER UNITS LIQUID STREAMS FLOW GPM 250 250 250 GPO 42.6 207 2.31 1.2 32.4 0.04 LIQUID CONCENTRATIONS NITRATE (AS N) PPM 150 150 10 10 URANIUM (TOTAL) PPB 100 0 0 0 SUSPENDED SOLIDS PPM (DRY) 15 E SOLID STREAMS E FLOW PERL/TE LB/YR 21900 SLUDGE LB/YR 212314 UNUSED IX RESIN CUFT/YR 269 EXHAUSTED IX RESIN CUFT/YR 337 SOLIDS CONCENTRATION WT% SOLIDS 20 NOTES:

1. WASTE GENERATION RATES ASSUME COMPLETE NITRATE REMOVAL FOR CONSERVATISM.

2. STREAM TABLE BASED ON DESIGN CONDITIONS; ACTUAL CONDITIONS WILL VARY OVER THE COURSE OF REMEDIATION.

D D i-C C "rf,m ~ N 8 ~ N I 90% DESIGN .l!L PRELIMINARY OR PERMIT SET, 0 NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, OR IMPLEMENTATION ~ 9 - G) VEOLIA ~ v e OLIA NUCLEAR SOLUTIONS_ FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ THE DOCUMEHT. OAT" ANO INFOfl.,,..TIOf SPENT VESSELS I FROM BAl UIX SPENT VESSELS FROM BA PROCESS ! P11~~~~~~~ 1 >- - * - j HPR-301 VESSEL REFILL HOPPER I SPENT VESSEL QUEUE ~:~~T~Jt~;LS

7:. - - ' - ~. -. -. -. - ' _IT>_. -. -. - '.JI
! p11 O, SHEET 1 >- __ __. _ _ _ _ _ j_ SPENT VESSELS FROM WA PROCESS ZONE - EB TDWAA P110, SHEET 1 ZONE - EB I I Ge---t-;,,o------' VSL I I ' I I SPARGER CONNECTION SCROLLING CENTRIFUGE SC-301 DEWATERED RESIN TK-302 SLUICE WATER TANK I I I I G;---,c+---- I I I I I I -~~ VESSEL PROCESS
1.
SLUICE SPENT RESIN
2.
SPARGE VESSEL
3.
RECHARGE FRESH RESIN EXCESS WATER RESIN REMOVAL AND PROCESSING SYSTEM CENTRIFUGED RESIN SOLIDS PROCESS
1.
CHARGE INERT HOPPER
2.
LOAD INERT TO RIBBON BLENDER
3.
BLEND IN CENTRIFUGED RESIN
4.
LOAD DRUM
5.
SAMPLE DRUM HPR-302 INERT HOPPER RIBBON BLENDER RB-301 RESIN WASTE DRUM L_ ____ ____ ___ ____ __ __ __________________________________ __J REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 8 7 6 5 4 3 2 GENERAL NOTES IT> [::> SPARE, FILLED VESSELS WILL BE AVAILABLE AND CHANGED OUT SO PROCESS CAN CONTINUE TO OPERATE QUICKLY. VESSEL HUB ASSEMBLY AND RETENTION SCREENS. SLUICE AND REFILL HOSE CONFIGURATION @ SLUICE NOZZLE INLET* HOSE "A" CONNECTED FOR SLUICING AND FOR RESIN REFILL. @ SLUICE NOZZLE OUTLET: HOSE "B" CONNECTED FOR SLUICING. @ WATER OUTLET: HOSE "C" CONNECTED FOR WATER REMOVAL. PHASE 1 CONCEPTUAL DESIGN F E D C "-0 i ~ 9 ,-------------------VE-O_LI_A_N_U-CL_E_A_R_S_O_L_UT_I_O_NS--, ~ c;) VEOLIA FEDERAL SERVICES, LLC ~>* 295 Bradley, Suite 300 Richland, WA 99352 TIii: DOCUMENT. OATA.J.ND NFORMATION CCNTA1-4EO THEI\\EN AflE COlflOf NTIAl AA D PAOPI\\IETARYTO VN5f5 lLC. NElllifR nus OCCU NENT NOR ~YOATAOR INfORMATIONTI-IERENMAYUP!IOOUCfO, USfO, RELEASEOOltDISt;LOSfO. tN\\l\\t\\Ol.EORINPART. IVITliOJTlHEEXPRESSE!)WRITTENCONSEN"TOFVNSFS.llC 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM F VFS-EPM-000-DWG-P-111 c NONE Si1fEI 1 0, 2 ~ ~ A
8 I 7 I 6 I 5 l 4 I 3 I 2 I 1 ~ Stream# 12A 13B 30 31 32 Description WA Refilled BA Spent Uranium Fresh Resin Packaged Resin Vessels Treatment Vessels (Unused) Inert F Parameter Units F Solid Streams Flow Unused IX Resin cu ft/yr 117 395 Exhausted IX Resin cu ft/yr 382 Inert cu ft/yr 39.5 Packaged Exhaust IX Resin cu ft/yr 543 Stream table based on design conditions; actual conditions will vary over the course of remediation E E ~- D D i-- C C t-- "?f,r:!J ~ N ~ B N I ,J!!_ ~ PHASE 1 CONCEPTUAL DESIGN ~ 9 r-(;)VEOLIA VEOLIA NUCLEAR SOLUTIONS lli FEDERAL SERVICES, LLC fi: 295 Bradley, Suite 300 Richland, WA 99352 ~ TI-IE OOCUM!NT. DATA.A/~D IHFORMATOH CCf,ITAtlEO THEREIN ARE CCNFIDEHTW.AAD PROPRIETARY TO \\INSFS. lLC NEm4ER THIS OCOUtENT..,OR ANYOUAOR t,lf()RlolATION THEREIN 1,1,1,vee PROOJCEO USEC. RELEASED OR OISCLOSEO, IN WIOlE 0A 11'1 PAJIT Wl'1NOUTTHE Ell?RES.SEOWRITTEN CONSENT Of WSFS. LLC ~ NAME CIMARRON A ~ PUMP ANO TREAT SYSTEM PROJECT A ~ SFS WESTERN AREA TREATMENT ~ SFS I \\~SFS FACILITY RESIN HANDLING E LLoVo'" ~ SFS PROCESS FLOW DIAGRAM REF NUMBER I TITLE I\\*" O!:SC~li>1'1CN IX -- Fl=*o VFS-EPM-000-DWG-P-111 Is DWGNO TITLE REFERENCES .,~ ~ OESIGNAUTHOfHTY / DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCAL~ NONE
lrn, I'""' 2
"' 2 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
F E D C B A 8 SERVICE WATER P110, SHEET 1 ZONE - B1 TO BA1 URANIUM TREATMENT 7 6 5 4 3 ~-----------------------------------------------------~ I 1-: WATF I I SERVICE WATER (AS NEEDED FOR RESIN REFILL) FRESH RESIN ~---~ II HPR-301 SLUICE P210, SHEET 11--. - SCROLLING CENTRIFUGE SC-301 ZONE-CS TO WATF P110, SHEET 1 f--
ZONE - DB BA!1~;1~o~ll~~E!i~~~E~. -
ZONE-DB I [I:> SPENT VESSELS FROM BA PROCESS SPENT VESSEL QUEUE I ,~ p=:~:~~~=i~~v~=:=!~~s~>- - -. -. - - _:,. -. -. -. !. -. -SP~T_V~SE~F_R~ W~RO~ss_. ~ ZONE - DB TOWAA P110, SHEET 1 ZONE-08 G'---1--!oa-------' I DEWATERED RESIN SPARGER CONNECTION VESSEL PROCESS 1 SLUICE SPENT RESIN
2.
SPARGE VESSEL
3.
RECHARGE FRESH RESIN EXCESS WATER RESIN REMOVAL ANU PROCESSING SYSTEM CENTRIFUGED RESIN TK-302 SLUICE WATER TANK SOLIDS PROCESS
1.
CHARGE INERT HOPPER 2 LOAD INERT TO RIBBON BLENDER
3.
BLEND IN CENTRIFUGED RESIN
4.
LOADDRUM
5.
SAMPLE DRUM HPR-302 INERT HOPPER RIBBON BLENDER RB-301 RESIN Wi\\STE DRUM M L_ _____________________________________________________ __J 8 7 6 5 4 3 2 GENERAL NOTES SPENT VESSELS FROM BA1 PROCESS ARE TRUCKED TO THE WA TREATMENT FACILITY, PROCESSED, REFILLED, AND RETURNED TO SERVICE. SPARE, FILLED VESSEL WILL BE AVAILABLE AND CHANGED OUT SO BAY CAN CONTINUE TO OPERATE. VESSEL HUB ASSEMBLY AND RETENTION SCREENS. SLUICE AND REFILL HOSE CONFIGURATION: @ SLUICE NOZZLE INLET* HOSE "A" CONNECTED FOR SLUICING AND FOR RESIN REFILL. @ SLUICE NOZZLE OUTLET: HOSE "B" CONNECTED FOR SLUICING. @ WATER OUTLET: HOSE "C" CONNECTED FOR WATER REMOVAL. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C
u.
0 I U) a: ~ i
1
,--Ci) V_E_O_L_IA-t ::Ji Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES ~>* 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 0 nlEOOCOMENT. OATA.,N<DINf 0RltATIOH CONTAIIEOnlEREIIAAE CONFIOEt,11AI. ANDPROPRIETARYTOllURl~. tiC. NEmlER THISDOCtJMENTNOA ANYllA1AOA INFORMATION THEREt>j, NC NEfTHER THISDOC\\JMENTNOR,-uy DATA OR ~ INFORMTIOH'!l-lERENW.YBEPROOUCEDIJS£0. RELEASEDOROISCLOSEDINV.HOI.EOR INP.UT. \\'Vln400TnlEEXPAESSEO\\",'IU,"'l'UICONSENTOIFIOJRIONINC NAME a.-Tt---,;;;_;AN" CIMARRON A C NULLE ___...-::;SFS PUMP AND TREAT SYSTEM PROJECT A
v -D11v1soN
~ SFS ':i"W1LSON ___..;;;;,, WESTERN AREA TREATMENT I D s°M'i'tH**-** __..-;;;;;FS FACILITY RESIN HANDLING E LLOYD ~ s~s PROCESS FLOW DIAGRAM REF NUMBER I TITLE I\\*" DESCRIPTION ~

Fl....

0 VFS-EPM-000-DWG-P-111 IA TITLE REFERENCES ~~ Dl!SIGNAUTl10Rff'r / DWGNO DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS tcME NONE
leo, 1~m 2
"' 2 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
F E D C B A 8 ~
t--.:[
0' 2' 4' 1/4" =1 '-0" p,-,j SCALE 8 7 TK-103 2"-HCL-11506-AR01-N TK-104 J I 8' 12' 1---i FEET 7 ,) (3'-4 3/4") V-140 y 6 5 4 3 cp cp I I I

T--

~ ----------- 1- -,--- - ~ "'"I ~ Ii I I 11 I I (FILTER ASSEMBLY) I I I I (7'-6"AFF) __ -+-___________ ___________ -+- ----- I I I I (0'-10" AFF) I BOLLARD TYP I I I I I I I I ~ -t--- -- -- -- -- -- i-- -- -- -- -- -- -+----© I J I (7'-5") ~~~~~~~~~F7.:5~~~7F,i~~~~-4 -j (5'-3 3/4") Ir-------------- (38'-81/4")-------------- WATF URANIUM TREATMENT PLAN SCALE: 114" = 1 '-0" REF NUMBER TITLE 2 GENERAL NOTES
1.
FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115. INSTALL PER SPECIFICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT. @:> SEE BOLLARD DETAIL 3, ON SHEET 1, DRAWING VFS-EPM-000-DWG-C-150. F E D C vi 90% DESIGN 0 PRELIMINARY OR PERMIT SET, 0 NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, i r--____ O_R_I M_P_LE_M_E_N_T_A_T_I_O_N ___ ___,, ~ Q VEOLIA> VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~
~~~~~::;::.~::~~~Dc~l~i~~:o~ll~~~~~~~~~:?::~r~~~/~*:~R1~~~:~~:J.rN~::~.r:r
~ DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON ~==:-----:;:_--,,IF OWGNO VFS-EPM-000-DWG-G-110 i5 m f---'----------,R::-:E::-,V,-::IS,-::IO,:-:N::- S _.__-----'---'---"'-------, r-"-"-' ---,S-H-OWN--,--------,--~,-" - 1:--- ,,,- 1------1 6 5 4 3 2
8 7 6 5 4 F E '-Hf-----------------fft------------- -----ttt------------------tir- - --~w.~~ 2"-SIM/-12501-AA01-N (FILTER ASSEMBLY) D l C T T ~ I 2"-SIM/-12501-AA01 -N B - -~------------1------ -------+----------- I I I I I I I I I I I V-1?7 I V-127 A O' 2' 4' 8' 12' 1/4"=1 '-0"~- ---1\\i-iiii FEET REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8 7 6 5 4 3 2 REVISIONS 3 2
1.
SEE DRAWING VFS-EPM-000-DWG-G-110 FOR GENERAL NOTES 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F VFS-EP M-000-DWG-G-111 .sc..... E SHOWN SHEET 1 A 1 F E D C lL 0 A
8 7 6 5 4 NOTES & SPECIFICATIONS: ITEM NO.
1.
DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94 DIMENSIONS ARE IN INCHES TOLERANCES:.X +/-.1, XX+/-.03,.XXX +/-.005 FRACTIONAL: +/- 1/8 ANGULAR: +/-2' F INTERIOR PROCESS AREA SURFACES SHALL BE NON-POROUS. AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA FOR PENETRATIONS AND MOUNTING OF PANELS SEE ELECTRICAL INSTALLATION DRAWINGS BREAK SHARP EDGES, REMOVE BURRS. WELDING PER AWS D1.6. PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECTION IX ARE ACCEPTABLE FABRICATION DETAILS ANO STANDARDS PER NORMAL AND CUSTOMARY FOR INTERMODAL CONSTRUCTION. f> 10 PIPE AND COMPONENTS TO BE WELDED OR FLANGE CONNECTIONS USING FLEXITALLIC CGl-150 11 E
8.
APPROXIMATE DRY WEIGHT 14.303 LBS 12 13 14 15 16 17 18 19 20 21 D 22 23 24 25 REF 21 C B 3 PL 6 WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID SCALE: NOT TO SCALE 22 4 PL} 2 REQ A REF NUMBER DWGNO TITLE DRAWING TRACEABILITY LIST NEXT USED ON 8 7 6 5 4 QTY. PART NUMBER VFW-EPM-000-DWG-M-110 AR 20893104 1700DL SERIES 1600AN SERIES EJA-530E A242408LP FL T93B-AB00 52005381 52402401 EJA110E-JHS5G-912DJ/FF1/D1/N4 MH4BF07-60-2SH DS3-3 3"' DL2R-36-36-5-36 12 ANH-K5L-G---03 AFX 32RFS-36062P34-BK 58-031 -404 LPG4MA-KTC1-SKO ANH-K5L-G--- ANH-C5P-G--- 3 2 PARTS/MATERIAL LIST TITLE DESCRIPTION MATERIAUREFERENCE WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID NIA N/A SKID FRAME WESTERN AREA TREATMENT FACILITY SKID FRAME N/A FLEXIBLE HOSE COUPLER ADAPTER PROCESS VESSEL PRESSURE TRANSDUCER PLC ENCLOSURE LEAK DETECTOR PH ELEMENT PH HOUSING l&C RACK DIFFERENTIAL PRESSURE TRANSMITTER MOTOR OPERATED VALVE INLINE STATIC MIXER CHECK VALVE BALL VALVE FLOW METER SIMPLEX BASKET STRAINER UNICOND CONDUCTIVITY SENSOR ACID DOSING SKID BALL VALVE SAMPLE BOX ASSE MBLY BALL VALVE 2". CORRUGATED EPDM CONTINENTAL 2"' DRY DISCON NECT KAMVALOK 2" ADAPTER FOR DRY DISCONNECT KAMVALOK 48"' DIA TBD WITH VALVE YOKOGAWA 24x24x8 HOFFMAN FLT93B FLEXSWITC H FCI NPT THREADED INPRO42601 METTLER TOLEDO INTRAC 787 INPRO METTLER TOLEDO HSS2X2X.25 OTS STAINLESS STEEL WITH VALVE BLOCK YOKOGAWA 3'" FLANGED VALVE INDELAC 31N X 191N LG JDMIX 31N FLANGED SWING TYPE KECKLEY 31N FLANGE WITH POSITION SWITCH PMB MAGNETIC YOKAGAWA 31N RF FLANGE KECKLEY 2-ELECTRODE METTLER TOLEDO 41 GPD@ 250 PSI 115 VAC NOVATECH 1/Z" DIA HILTI KWIK BOLT TZ WITH 3 518'" EMBED 31N FLANGE PMB 1/2" FULL-PORT. FNPT, SS PMB 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B co c::, ~ ~ ~ ~
lo
,--------- ---------------------, ~ TITLE REFERENCES (.i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com THE OOCUMEHl, OAT... ANOINFORIAATIOIII CONTAINED 'll1C l'IEINAA[ CONflOCNTIAI. NIO PROPAIETA!tY lOVNSFS. ~~C. N~ITHEl'I THI$ OOCIJMENT NOR,oJIY lll<TA()lt IWFOIUjA!IOfo/ THEIIEN W.Y M 'IIOOUCfO. USED. l'lfUA.nO OIOI O!:s<:LOU O, lf'IWttOI.E OfllNPAIIIT WITHOUT lME EX!'ll~0'MllTTEHCOflSENTOfVNSf.$. U.C CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL f---+---+-------- ----+-+--+------,~-~ ~~.------~~ ~"' WESTERN AREA TREATMENT FACILITY f---+---+------------+-+--+------,~-----------=~~!..!..l,L_---t--"'-~~,,, URANIUM TRAIN SKID ARRANGEMENT 3 2 I A
8 F E D C 1 l B A 8 7 6 5 4 3 2 - -------------------------------- 360"-------- --------- --------------------j

191.77-------------------<

7 ~ ro-- ~a /0\\ m - m [Y w-w u... E 3 E L ~ / I I I I r-A~ lJ:i_ I TTl I I I I I I I I I 7 6 REF 6 PLAN VIEW SCALE 1:16 ITEMS NOT SHOWN FOR CLARITY ~a m -m /' "" -ll II w-7U 3 ~ I Ir\\ I I j I / /01 m- _m ,~11" w I I I 7 l I I I I I DWGNO TITLE DRAWING TRACEABILITY LIST 5 II m
111 111 w
CONTAINMENT PAN IS SIZED FOR 150% OF A SINGLE PROCESS VESSEL VOLUME no fo', /6\\ /' \\ n F E D ~ 0 0 I r-: I I!! '"Y = ~ u r-1W' C er= lJ;: I I I I tl REF NUMBER TITLE REFERENCES NEXT USED ON 4 iJJ ~r B I I II m RIGHT SIDE SCALE 1:16 ITEMS NOT SHOWN FOR CLARITY 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION CD ls = =I= ! ~ a.. u,, ~---------- ---------------< ~ VEOLIA (i)veOLIA NUCLEAR sow;~~N:,~:~%~~-~~~t~~~~ ; Richland, WA 99352 www.nuclearsolutions.veolia.com THE OOCUMENT, DATA. ANO 1Nf0fl.MATION CONTAINED 11'1:°REN AIIECONFIIJENHO.l NIO Pl't OPRIETAAT lO Vl<ISFS, Ll C NW HER 11 G. UOJMENT NOfl. ANY 0,0,lAOR INFORNATIONTI-IEREtlllAYBEPRODllCEC.USEO. RELEASEDORDISCLOSED, INv.tiOLEOR INPAAl.1'1/HHOUTlHEEXPRESSEO'l~TTENCONSENTOFVNSFS. lLC CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL f--f--f------------+-+--+--t--=-------::~~~--~---'71~"' WESTERN AREA TREATMENT FACILITY f--f--f--- - --------+-+--+--t~-----::~~~--t-""'--~~,,, URANIUM TRAIN SKID ARRANGEMENT F VFS-EPM-000-DWG-M-110 REVISIONS SCAU SHOWN 3 2 A
8 7 6 F 10 21 E 18 D 23 4 PL C 8 A 8 7 6 5 4 ISO sci'i[E: NOT TO SCALE 3 17 12 PL 2 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B C
i
~ 0 ~ ~ w r-----------------------~ ~ (i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 i Richland, WA 99352 www.nuclearsolutions.veolia.com rHE OOCl.JMENT CATA AND INFORMATION CONTAINEO 11-!EU~ ARE C(WF!OEN11Al ANO PIIO~RIETAAY 10\\/NSl'S. UC. NEITH,R THIS O(ICUl,i(Nl NOR AAV OA.TAO~ INl'ORa.u.TQI NE!IEN IAAV IE <>AOOUc:liO, UUO FIH(AS,0 OR Dl$Cl0iEO, !N Wl!OlE OR 11'1 PA<ll. WHHOUT '11-lE E.ICPRE:lStDWUTlDI CON:lENT OF 'I/NSF3, 1,J.C CIMARRON A PUMP AND TREAT SYSTEM PROJECT MECHANICAL t-t-t-----------+-+--+---+.-::::_----::::~~~,--t-""'~~,., WESTERN AREA TREATMENT FACILITY t-t--t-----------+-+--+--+-=------=~~.J_b'___--+--"'------"'71~"' URANIUM TRAIN SKID ARRANGEMENT 1---D-W-G-NO--+----T-IT-LE----+-R_E_F N_U_M_B_ER---'-R-EF_E_R-EN-~-
S_LE _
~'g' I "" ou~,c,o f------+<<::-_,, f VFS-EPM-000-DWG-M-110 D DRAWING TRACEABILITY LIST NEXT USED ON t--~-------= RE,,,-v=1s""1o"'N-=-s ~-~~- ~------1 StiEe:T 3 Of 6 5 4 3 2
8 7 6 F E D C B A 8 7 6 5 FRONT 'sc'A!TTT2 ITEMS NOT SHOWN FOR CLARITY 4 3 2

685/8" 603/4" 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F

E D C B U) l's 'iz,"<t c:> ~ 2! ~
== c.. w r-----------------------------i.;, G)veOLIA VEOLIA ~ NUCLEAR SOLUTIONS* FEDERAL SERVICES 295 Bradley Blvd. Suite 300 i Richland, WA 99352 www.nuclearsolutions.veolia.com THE OOCUMEN T. IMIA,, -11 tlFOIU1V1TIOO CONTAINED 11'1EREN "-RE CONFIDEHTW.MD PROPRIETARY TO ~SFS. llC. NE!IHER THIS DOCUMENT NOllANY DATA OR NfOR!MTION THERE II MAY BE PAOOUCEO. USED. RElEASEO OR DISClOSEO. IN WHOLE OR IN PART. ~TltOUJ ntE !'.XPRU.SEOWRnHN CONSENT OFVNSFS, LlC CIMARRON A PUMP AND TREAT SYSTEM PROJECT MECHANICAL 1--1--t---------t--+---+---+=-----:::=-l';\\;,~~---+=--'""'7'" WESTERN AREA TREATMENT FACILITY 1--t-t---------t--t---+---+=----:::::,-.f-"-.hb"'-!.Jd..__--+=--'""'7'" URANIUM TRAIN SKID ARRANGEMENT 1---DW_G_ No--+----= T1=TL~E----+-R_EF_ N_U_M_BE_R~_ RE-F-ER_E_N_~~-T~_E ___ _____,I "" *o DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 2
8 7 6 F E D 0 C 8 A 8 7 6 5 PLAN VIEW SCALE 1:12 ITEMS NOT SHOWN FOR CLARITY 4 3 2 7 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C 8 co C> =i: ~ ~
i;;
fu ~ ---------------------~ ~ VEOLIA Ci)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Br~il;~l:~~~~ii~~i~~ i www.nuclearsolutions.veolia.com lHE OOC211o1ENT DATA. AND IHFORU.O.TIONCONT.t,!HED lMEIIEIN "'"' CCf,IFIOloNI IO.l ANO PROPRIETARY ro \\/NSF llC. NEITHER THIS OCX:UMCNT NOR AAY °"'"' OR INFOIU,lATION TMERH,1 I.V."' 8E PROIXICED. U6EO, IIElEA!:E00RO1$ClOSED, INWl'lOlE O~ IN PART. WTHOUT ThEV:Pll !$.SeDWll.llHNCON$EN1 OFVN5f 5, UC CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL t,----t-=--------::::;~?Ju, WESTERN AREA TREATMENT FACILITY f--+-----t---------+--+-+-------+--""'---------=-1-'=-'"""--'-""--------+""""'----'~~ ~* URANIUM TRAIN SKID ARRANGEMENT A i---=-D-W-,-G-NO-,-------+-------=T= 1T::---:LE=-----+-'-R-=-EF_ N--'u--'- M-=--BE=-R-'--'---=R=EF==E=RE=-:-N=~:::-:;s':-' LE'----------, "" ~~ f------i--c=--~ F "' f--~ ---------=-RE=v-c-::1Sc-clOcc,Nc=- S~-~~-~-- r=-,~S-HO_ W_ N--------,-.,-m-5--,,-----'---6-----l VFS-EPM-000-DWG-M-110 D DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3
8 7 F E D C B A 8 7 6 REF 13 REF 19 6 5 5 RIGHT SIDE SCALE 1:8 ITEMS NOT SHOWN FOR CLARITY 4 4 3 DRAIN 25 REF 2 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B CD t'; ~CD c:, ~ I ~ CL LU ,-----------------------------j ~ VEOLIA G)veOLIA NUCLEAR SOLU;~~Nir~~~~E::~-~Eu~~~~g Richland, WA 99352 www.nuclearsolutions.veolia.com THE OOCUMENl, DATA.AH INFDRlilAHON CONTAINED 11-lEREN AU CONflOENTIAl ANO PROPRIETARY TO VNSfS tLC NEITI-IER TM~ OOCIJl,IENT NORA.-.y DATA OR INFORMATIC>N THEREIN MAY ae PROOUCEO. I/SEO, RELEASED OR DISCLOSED. IN WHOLE OR IN PAAT. WITHOUT TI-IE O.PRESSED\\lv1l!TTEN CONSENT OF VNSfS UC CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL f--t--t-----------+-+-----+---+-=---------c:~~~~------,r-=--w==:;:i"' WESTERN AREA TREATMENT FACILITY f--t--t-----------+-+-----+---+-=----------:::o---f'=~ ..Ll<..._-------,!--""-- w~"' URANIUM TRAIN SKID ARRANGEMENT SHUT 6 OF 6 3 2 A
8 7 6 NOTES & SPECIFICATIONS: DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94 DIMENSIONS ARE IN INCHES TOLERANCES:.X +/-.1,.XX +/-.03, XXX+/- 005 FRACTIONAL. +/- 1/8 F ANGULAR:+/- 2* MAINTAIN STANDARD SHIPPING CONTAINER LOWER CORNERS FOR TRANSPORTATION ANCHOR POINT REINFORCE FLOOR PAN FOR PUMP MOUNTING. REINFORCEMENT METHOD SHALL PRECLUDE BREACH OF FLOOR CONTAINMENT. DIMENSIONS FOR PIPE CONNECTIONS ARE BASED ON PIPING LAYOUT. CONFIRM PRIOR TO FABRICATION. EXTERIOR COATING SHALL BE BS12944-C3 MAR INE OR APPROVED EQUAL INTERIOR PROCESS AREA SURFACES SHALL BE NON-POROUS. AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA E> RECESSED BOXES TO BE SUPPORTED BY FABRICATOR IN FIELD E
8.
FLOORS IN THE PROCESS AREA SHALL DRAIN INTO THE CONTAINMENT TRAY AND BE INTEGRATED TO FRAME FOR CONTINUOUS LIQUID CONTAINMENT WITHIN THE MODULE. A METHOD MUST BE PROVIDED TO AVOID WATER PATHWAY OUTSIDE THE CONTAINMENT. ALL CONTACT AREAS SHALL BE STAINLESS STEEL FOR PENETRATIONS AND MOUNTING SEE ELECTRICAL INSTALLATION DRAWINGS.
10.
TESTING WILL BE REQUIRED FOR SECONDARY CONTAINMENT 11 BREAK SHARP EDGES, REMOVE BURRS
12.
WELD AND INSPECT CARBON STEEL STRUCTURAL WELDS TO AWS D1.1-2015, WELD AND INSPECT STAINLESS STEEL STRUCTURAL WELD TO D1.6-2017 PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECTION IX ARE ACCEPTABLE. D 13 FABRICATION DETAILS AND STANDARDS PER NORMAL AND CUSTOMARY FOR INTERMODAL CONSTR UCTION. 14 DESIGN TO BE CERTIFIED FOR DOT HIGHWAY TRAVEL. C 8 A 8 7 6 5 4 SKID FRAME SCALE: NOT TO SCALE REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 2 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B
$ I
~ a.. w ~--------- --- --------- -----< ~ (i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com TliE DOCUMENT CATA. ANO INFORMATION CONIAINEO 'ERE9'/ ot..11£ ~FIDEr-TIAI. AND PIIOPRl[TIUIV 101,,1fSl'S. lLC NEIW EII THIS OCCVUENT HOl'tANY DATA OR INFQlll,U,ll(lf,I TMEIU.N MAY IE PIIOCUC(O. 1,!$1.0. IIHI.A.SEO Oil OISC:lOSEO. 1Nw-10lli 011 !t,I PAAT, \\o\\\\THOUT TH£ EX~~ESSEO'MUTTEN CQHS[NT OF VNSFS, LLC CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL 1--t-t---------+--+-+------+-"'=---=~~~--+=--'=;;;;i*" WESTERN AREA TREATMENT FACILITY SKID FRAME i------=--.,1 F VFS-EPM-000-DWG-M-111 ,n' l---'-------~R=E~v=1s~1o=N~S~~~-~-~-----; t--~---------~~-,-.,-1--~-< 3 2 A
F E D C B A 8 7 6 5 4 3 VESSEL PAD SUMP 7 r----.====="'"""'"======================f====================================~-"'=====r:=-i------96" F"'""'==================----+============-=--i-T-i-i-ir=======-==========~===7 i 7 --+-- i JL 0 17 b r i 7 --+-- PLAN VIEW SCALE 1 16 FRONT sciiIT1:T6 "r----,i-;i~------ 87 1(2"

lf--H-------- 72112" i

7 --+-- i FLOOR SEAL WELDED TO PROVIDE LIQUID CONTAINMENT 30RL STAINLESS OR APPROVED EQUIAL 17 36" ,--Q 7J JU [ 114' _DJ O' ~DI b 2 A SECTION SCALE 1:16 SIDE sCACIT16 I I L,2 l Q rn I 8" 5 3/16" 1 3/B" o* 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B N ils
$ I
&l ~ w r----------------------- ~ VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 0 QveOLIA 295 Bradley Blvd. Suite 300 i Richland, WA 99352 www.nuclearsolutions.veolia.com TME DOCUMENT Ol.l" MIO IN<OAM..,_TfOl,I CONTAINED fl.!,o:tUI AA,CON<IDENTIN. #10 PROPRltT... IIY TO . 'Ii. ~LC. Nll"ltllU nJIS OOCVMEttT NOR ANY OA.TAOII INfOAIAATION THEREIN MAY BE PRODUC /SI AElEA!iED OR lll:SC~OSECI. IN w-iOtE DA.,. PJ\\.IIIT. WlHOOT Tlll! VIPRESSEOWl'ltTTEN coo sen Of'VNSI'$ ui;; CIMARRON PUMP AND TREAT SYSTEM PROJECT A MECHANICAL r-+-+----------t-+--+--t--==---::;::=r.,~illi/i/;,-----j-<c='.=~~,., WESTERN AREA TREATMENT FACILITY SKID FRAME REF NUMBER TITLE DWGNO TITLE 8 7 6 5 4 3 2
1--- I I I ¢ I I I - ----1 8 7 6 5 4 3 2 1 I I I F F E E SHS~ 114" JL ,_Q _o LQ_ D 106" D

e,.

68" -,s-- 111111 44" ~ C C ~T4 \\ ()" 0 II 0 \\ II o 0 I(] O" _( \\ ~ I L ~ ~ ~ b SIDE SciiCIT16 B ~ BACK ~"" !=.._ SCACri76 B
s IM 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION,
~ RECORDING PURPOSES, ~ ~ OR IMPLEMENTATION Cl.. LU rh G)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES ; 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com TI 00CVMEHT, 0.0.TA, N'>D l<<FORMAllON CONTAINED THERE ti ARE CONFIDWl ""1 JoNO,IIOPl!.lflAIIT TO VN$f::I, U.C NUfH!I!. THIS OOCV.WENT 11011 AAT QAJAOII .. FORMATION Tt<f REN MAT 8E PAOOUCEO. V$EO, R ElEA.:iEO 01'. DISC!.DSEO IN WHOUO 011. Iii PA.RT. WTIWIJT TNEUPREs:;EO 'l,RlllEN CONSENT OF VNSFS. UC A NAME OAT~ Al,Y CIMARRON A Z'.ij~~--" ... ~ PUMP AND TREAT SYSTEM PROJECT E LLOYD = MECHANICAL

~;ms WESTERN AREA TREATMENT FACILITY

~-,ms SKID FRAME REF NUMBER TITLE I~

OESCRIPTON ~

F l'AA~,.,,

I ;: I DWGNO TITLE REFERENCES ~" / VFS-EPM-000-DWG-M-111 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS '"'" NONE 1~m 3.. 4 l ___ 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 I
8 F E fg D 1l-- C 8 n I
I I

I I
I I I I I 6 ~ ~ ~ A 8 7 r 7 I I ' I , I I I I I ~ ~ 7 6 r ~ (nSECTION 5~3 SCALE: 1:16 I I msECTION s~ 2 SCALE: 1 :16 6 I I I I I I I I 5 4 7 r 7 HJ- ~ I"' I
I I
I I I 0,.,~ D I I I I ~ ~ 3 3 J J r MSECTION s~ 3 SCALE: 1:16 HSS4XBX1/4 2 F Ll2 HSS4X8X 1/4 E t J) \\ ~ HSS5X5X1/4 HSS4X8X1/4 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION D C 8 ~ CL..... ,--------------------------, ~ G)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 0 295 Bradley Blvd. Suite 300 i Richland. WA 99352 www.nuclearsotutions.veolia.com THE DOCUMENT. OMA, A'ID INfOkM"'IION CONIA.INED f1"EREIII AME CONflOENTIAL NIDPRcOPRIElAAY TO VNSFS. LLC. NEITHER THIS OCICUMENT NOR 4NY DA.TA OR N fORMATION THERE ti MAY BE PRODUCED. USED. AELEA.S!:D Ofl. DISCLOSED. IN WHOLE ORIN PoU!T WITHOUT 111E ~ES.SEO WRITTEN CONSENT OFVNSFS. UC CIMARRON PUMP AND TREAT SYSTEM PROJECT A MECHANICAL f--+--+-------------l-+--+----1-=-----------::~,hlfr;l~~-+...:::_-----':;;;;:~'" WESTERN AREA TREATMENT FACILITY SKID FRAME >----D-WG-NO--+----T-I TL_E ___

t-_R_EF_ N_U_

MB_E_R~-R-EF-E-RE_N_~~-T~_E ___

, "" ~

VFS-EPM-OOO-DWG-M-111 A DRAWING TRACEABILITY LI ST NEXT USED ON REVISIONS SCAU NONE 4 5 4 3 2 _J
F E D C B A 8 6" FLANGE 7 TK-103 ACID TANK 5,000 GAL 6 TK-101 INFLUENT TANK 15,000 GAL r---------------- 1 I I 2 5 WATF BUILDING 11 BOUNDARY~ I II II II II 11 II II II II II I I FROM 7 [ WE=L=L=F=IE=L=D=>-------,----------1:r 4 I I r.;---____ ~DA IS l----"F==;~ _ _J__,.v-,,A,----N'Yl------_,';; LSH LIT ~ lOl BMCD-GWREMED-C006 FC 101 101 11 11 11 II II 11 FROM WELL FIELD BMCD-GWREMED-C006 2"-HCL-11506-AROl-N BMCD-------t------ VNSFS N7 24"MANWAY PROVIDED BY VENDOR ,--------------------7 I '1AK' LIG~~u;;6~6RN I I ~- I I PVRV-103 I I -@ ~ I I SETAT I I ' ~ I TK-101 N2 V-100 N6 11 II 11 11 11 11 II II 11 11 (BUILDING INTERIOR) ~ I P-121 PUMP 4 3 FLT-121 FLT-122 FLT-123 FILTER NO 1 FILTER NO 2 FILTER NO 3 2 YIC-100 i--------,~-~r~~~r~F~~1 I YIC-150 ,-----.1---------< SHEET 41 I ~---c:Z~O=,;NEccFc"'B I I I I ,----------------------------------------------------------------------1--7 I DA PDA DA I SC-102 ,--,,--..._--t~~ H ~ ~

~------------~r-~o~H~=~=~~;-~>

I i----,..;,;,..+_:,..;;,;+-;..;.;---l---',=-i I BACKWASH TANK TK-106 I ~LJ:~~,;_::;~.:2] VFS-EPM-000-DWG-P-115 SHEET 3 ZONE CB I I I I I I I I I I I I I I I I I I I 1------ 1 I I I P-121 PRV-100 SET AT 150 PSIG X" I PROVIDED BY VENDOR r---- 1 I I I I I I I I r--- 1 I I I I I ---~----- ------7

7 I

I I I I I I I I I I I I I I I I I I I M I M I MOV-120 MOV-122 I I I r_J ____ M I I I I I I I M MOV-124 L __ _ _ _ _ _ _ 2"-GW-12501-AA01-N iii I I I I I I I I I I I FLT-121 I ~--...L-7 I I I I,- I I IM I I I I ~ : ~ : I

~

I I I r-J I I M I I MOV-121 I I I I I

7 I

I I I I r-J I I I I M I I ~ FROM EFFLUENT TANK TK-102 VFS-EPM-OOO-DWG-P-115 SHEET 5 ZONEC1 I AIC-101 l---------,r-~~HE=E~T~2-~) I ZONE FB I I TO WA TRAIN SHEET 2 ZONE EB EXCESS WATER 2" RECYCLE ~ .M @:>-19i---r----, 2" 1 1,___ TK-1 03 I 1"x1/2" ACID SHEET 2 1/2"-HCL-11508-AR01-N ZONE FB P-125 ZONE BB ~ V-708 NC :J DRAIN : ~ ~ BJ ~ LC I w~,i;~f--- ------ - --- +-- Y--;-_ __ 1,_*-:-_H":'.C:-::L-:_,_ 11_,__5,_..,07-_:_-'.:'_AR~0:'..'1.:'.-N:'__----J.-___ --tt-- >_' _____ ___ ___ ____ _J_ j 1 "x 1 1-' 2

fi:=ARC"'l=D12C.-:=.-:=.-=->

~ L! - - - - - - - - - _:__-705 J 6 ~ 11 1/2"-HCL-11509-AR01-N ~~~~TE: 1111111111111111111111111111111111111111111111111111111111111111)2~ II ~ r EYE/FACE WASH GENERAL NOTES: IT:>-- ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE @::::> HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. @> DETECTED LEAK (LDA-101) SHUT DOWN SIGNAL SENT TO WELL FIELD HM I. 8:>- STOP WELL-FIELD PUMPS. [£::>- TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR). ~ PORTABLE SAFETY EYEWASH REQUIRED DURING FILL. ~ pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE. ~ CONCRETE BERM WITH EPOXY COAT. @:::::> CLEAR TUBING FOR OBSERVATION OF FILTER DRAINING. Q]:::>- PIPING RUN 6"-VAP-11500-AROl-N NOT IN VENDOR SCOPE. 8 7 INTERLOCK LIST: 0 LDA-100 : FCV-100 CLOSE, P-121 AND P-104 STOP 0 LDA-150 : FCV-150 CLOSE, P-130 AND P-154 STOP 0 LD-132: P-130 STOP 0 LDA-122 : P-121 STOP LDA-101 OR LSH-101 : MOV-101 CLOSE <@> LDA-103 OR LSH-103 : MOV-103 CLOSE 6 11 11 DWG NO TITLE DRAWING TRACEABILITY LIST 5 REF NUMBER NEXT USED ON TITLE REFERENCES 4 REVISIONS 3 PHASE 1 CONCEPTUAL DESIGN Ci)veOLIA 2 VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 VFS-EPM-000-DWG-P-115 SMEET 1 Of 5 F E D C ~
F E D C B A 8 7 6 5 4 3 2 MX-101 1------7 P-104 VSL-101 VSL-102 VSL-103 STATIC MIXER I ~L H I HCI DOSING [I:::::>- IX VESSEL [I:::::>- IX VESSEL [I:::::>- IX VESSEL I I PUMP POSITION 1 POSITION 2 POSITION 3 ~-=S=C~-1~21 I I 1,062 L RESIN 1,062 L RESIN 1,062 L RESI N SHEET lf-------------------------------------, I AAL AA ~---------------------------------7 'TAiiR 1,416L TOTAL 1,416L TOTAL 1,416L TOTAL =rn ~' ~ "'l~',-,~~""'-~= 0:-,1,-------r-----------------------------0~~-_-j--~:; ~~~-----~:.~~-,~=~~-----~-~ l Rlir ~ ~ ~ ~ ~ ~ ~~ ~ ~~ ~~ ~ m ACID 1/2" 1' - - l- --i - - -..':_-_::, ~-~ ~I-_-_-_-,:_-_-_ 7 - -l - _J - - ~I - -: - t- - ---t - - ~ - -+ - - - -:- - - - --+ - :--- - --+ - ~ -:- --+ - :--- - - - - - _J - i--71 1/2"-HCL-11508-AR0l-N I ~ SHEET 1 I I CIT I I ZONE c 1 I v~g2 1 I I ,...-------~:_----f.:1-------,--~-----,-~ i I I P-104 I I I I 3" I I L i ,----------r:a:f-----------i i I I _J PRV-104 7 II 3" II I 1/2"-HCL-11510-AA0l-N SETAT I lf---------+ill.1--+-~..-i., 150 PSIG j I I I I ~------- I I 3" I I ~ ' ' 1 I ~ I I [§~H~ogiE~IT/::::~C:-1::::0::::1 =::--1---3-"_Pv_c_3:!..":::: -G~W::::-!.:11~5~04~-AA~o'.!.:1-~N-i)::g---'V'v"-41f----~-:£g;~~ I 3" i----------1~ I ZONE D1 I j I I I I
~~VALVE POSITION DETAIL SAMPLE DETAIL FOR SAMPLE LOCATIONS S1 -2 THROUGH S1 -5 FILTER INSTALLED DURING SAMPLING SAMPLE DETAIL h~~
SAMPLE\\-;;-__ FOR SAMPLi:---- LOCATIONS S1-1 ANDS-WAE GENERAL NOTES: CT> VSL-101, VSL-102, ANDVSL-103 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL RESIN SWELLS DURING OPERATION. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL VALVE ALIGNMENT SHOWN IS FORVSL-101 AS LEAD. CV-102 CV-100 V-124 NC Pl I I 104 I I I I I i I I I I I I S1-2 V-123I ~ NO I I <? I I I L __ V-138 PCV-103 ___ _j 10\\HIT j ~ ~ I I 3" SUMP BOUNDARY V-115 NC 1/2" I I ~ I [I:::::>- VS L-101 [I:::::>- VSL-102 [I:::::>- VSL-103 1/2" V-131 NC 3"
~~SEE DETAIL 1/2" V-130 NC~~
<? 1/2" V-110 NC I I I I I L..J......141-YYL......I I - _j I I I I I I V~J;' I I I I I I I I I I I L_ ___________ _:.:1/=-2"_:-D::_R:...-1:_:_1_:::52::.:8_:_-A.:::S~01:..:-Nc:___ ______ ---'----------------;9---- 1 12 _,_J _ __,_,,'---.. -U._~- -,J

~

~N _§_KID BOUNDARY ____________ __________________ __ _ __ __ _ __ _ __ _________ _______ _ J [I> URANIUM IX WA TRAIN ION EXCHANGE SKID EFFLUENT TANK TK-102 SHEET 5 ZONE E8 WA INJECTION SKID 4" (BMCD) SHEET 5 V-136 ZONE ca 4"-GW-11521-AA01 -N FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500 NOT USED. PHASE 1 CONCEPTUAL DESIGN F E D C ~ i AE-101 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-101 pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING A LCI = 0. I ,-Ci) VE_O_L_IA-NU_C_L_E_A_R_S_O_LU_T_IO_N_S--1 > Ve O l I A FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ~ VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWIN FOR CLARITY [?:::> pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE. ~ FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
9.
SEE SHEET 1 FOR INTERLOCK LIST. 8 7 6 REF NUMBER TITLE DWGNO TITLE REFERENCES f------:D:-=R,_,.A~W"'"INccG,-.,T"'R-,-A"' c E=-Ac=BcclLc-=IT::-:Y7L"'1s=-T-----r:cN:=EX:-::T=--:U-:-:S:-=E:::-D-::O::-:N---------------1,,',', 5 4 REVISIONS 3 TI;EDOCU MEHTOATA, ANDINFORW..TIONCO.,TA-"!ED'tl-fEREINARECONFCENTIAlANDPROPlllETAIIYT0'""1SFS.llC. NEmlERffilSOCX:U11U:)f!'NORANYOATAOA INFOOW.TIONTMEREINW.Y8EPROOUCE0,US(0, RCLEASCOOROISCLOSEOIN\\'\\t!OlEOI\\INPAAT, WITllOUTTl1EU.PRESSEOWIHTTENCO!'ISl!NTOf'\\INSl"S. lLC 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY P&ID URANIUM IX TREATMENT F VFS-EPM-000-DWG-P-115 5 NONE "' 5 ~ A
F E D C B A 8 7 BMCD------t---- VNSFS FROM P-230 J 6"x3" 3"-GW-21501 -AS01 -HT&I VFS-EPM-000-DWG-P-215 SHEET 1 _)J ZONE D1 6" FLANGE UC-102 N7 24"MANWAY 6 TK-105 INFLUENT TANK 12,000 GAL TK-105 TK-106 BACKWASH TANK 9,000 GAL P-140 PUMP ~/S~HE~ET='=-5~~------------------------ ----------- I ZONE F1 I FROM WA FILTER / SHEET 1 ) ZONE E1 I I I I I I rri.;i--f-7>i,rj- --------------------, I I I I I I I I I 5 t P-130 PUMP P-130 4 PRV-1 30 SET AT 150 PSIG CV-133 V-131 r-------------- ------------ -, GENERAL NOTES: ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM. HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. IT:>- DETECTED LEAK (LDA-201) SHUT DOWN SIGNAL SENT TO WELL FIELD HMI. 8.:>- STOP WELL FIELD PUMPS
5.
SEE DRAWING P-1 15 SHEET 1 FOR INTERLOCK LIST. 8 TK-106 7 6 1 I I I I P-140 DWGNO PRV-140 SET AT 150 PSIG V-142 TITLE DRAWING TRACEABILITY LIST 5 Pl 140 I I I I I I I I ~ ~ FCV-140 REF NUMBER TITLE REFERENCES NEXT USED ON 4 I I I I I I I I I I I MOV-131 1 I I I I I I r--t-- M I I I I I I I I I I I I I I I MOV-132 I I I r _ _j ____ M I I I I I I I M MOV-133 3 FLT-131 FLT-1 32 FILTER NO 1 FILTER NO 2 L _______ _ REVISIONS 3 FLT-133 FILTER NO 3 2 PROVIDED BY VENDOR

7

~~7 I~~

I

~

~~I I I r_J I I M I I MOV-140 I I I I I~~

~~7 I~~

I I I I r_J I I M I I V-139 TO BA IX TRAIN SHEET 4 ZONE EB TO EFFLUENT TANK TK-102 SHEET 5 ZONE E8 PHASE 1 CONCEPTUAL DESIGN F E D C I en ~ 0 6 9 fu ~ VEOLIA NUCLEAR SOLUTIONS (i)veOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 THE DOCUMENT. DATA. ANO INFOIIMATIOH CCNTANEO THEREIN ARE CCN FIOENTIAt A/m PROf>Rt£TARYTO\\INSFS. LLC.NEm!l:R. n!IS llOOJlilENT NOA A>lY OAT.l OR N FORWTIONlllEREN MAY 8£ PIOOUCEO USEO. Rt;UASEOOA 01SCt0$E0. IN \\lilsQ.£ OR IN PART, WllliOOT 'E EJ:~RESSEO W'R!TTEN CCNSENT 0,:..... SFS. tLC F SCAl~ NONE 2 BURIAL AREA #1 PROCESS P&ID VFS-EPM-000-DWG-P-115 E "' 5
F E D C 8 A ZONE D1 8
~~VALVE POSITION DETAIL QQ I~~
~~I \\ I \\4 V-1XX ~ 0~~
SAMPLE DETAIL FOR SAMPLE LOCATIONS S2-2 THROUGH S2-5 FILTER INSTALLEU DURING SAMPLING
SAMPLE DETAIL FOR SAMPLE LOCATION S2-1 I
I I I I I I I I I I I I 7 CV-152 CV-150 V-174 NC ,---(---------- 1 I@ I~ 3" V-165 NC 6 5 4 3 VSL-151 VSL-152 VSL-153 IX VESSEL IX VESSEL IX VESSEL POSITION POSITION POSITION r.---_ 1,062 L RESIN r.---_ 1,062 L RESIN r.---_ 1,062 L RESIN i.:..------1,416 L TOTAL L..:----" 1,416 L TOTAL i.:..------1,416 L TOTAL ~ ~ ~ ~ ~ ~ I ~DI I ~SC ~DI I ~SC ~DI I ~c I ~c I 1 0 I 152 1 1 I 1 I I I I I I I I I I I I I I I I I I I I I I _L I ____ I __ _L -1 ____ -1. __ I_ j_ ___ L _[_ _ I __ I _ __L. ______ _.l - _j - 1 - : 7 IT I I I I I I I I I I I I I I 151 S2-2 3" 3" I
~~V-152 I NC I~~
~~I I I I I I I I I I I I I I I I I I I I I V-153 I I I I I V-154 3" 3" 3" I lv.157 I NC I I I I I zso 157 3" 3" 3" x 2" V-169 NC "T ~ i ~ t;> V-150 NC~~
~~SEE DETAIL S2-5~~
~~"' 3"x 2"~~
~~SEE DETAIL 3"~~
3" V-180 NC 1/2" vs_L_-,s_1 __________ v_s_L-_1s_2 _____ Q:> v_sL_-,_SJ ___ [I>_, ___ ~ I 3" a'. c;, ~ 1/2" V-182 NC 3" V-170 NC I err I I I I I I I I I I I I I I I I I I I I I I I I I 1 err V-172 NO i - I I I I I I I v~~I

~~------- --------------------------~~~

~~~ 7 I~~

~~I 1/2" 0 () ID 2 TO EFFLUENT 3"-GW-11539-AA01-N ;~~~K5 102 !~---~ VFD-1xxl erk) FIT ,xx P-1XX ZONE EB TO EFFLUENT TANK TK-202 VFS-EPM-000-DWG-P-215 SHEET 2 ZONE ES F E D C~~
u.
0 L _ o SUMP BOUNDARY __ _ t._ _________________ ___:1:.::i2c..."*::: DR c.:..*c.:..11:..::5c.:..46:...*A:..:S::.:0:..:.1*..:..N:___._ _____________ 1_12_ __cl_t--fJ--Ua:.1---JJ j V~~3 DRAIN I rn L SKID BOUNDARY ____ _ GENERAL NOTES: IT> VSL-151, VSL-152, AND VSL-153 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS UPON LOADING V\\IITH URANIUM. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-151 AS LEAD. FLUSH WATER PORT. SEE DRAV\\IING VFS-EPM-OOO-DWG-P-500. NOT USED. AE-151 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OFMX-151. pH CONTROL IS FEED FORWARD V\\IITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING AN LCI = 0. VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY. NOT USED. FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
9.
SEE SHEET 1 FOR INTERLOCK LIST. 8 7 [f:> ---------------------------------------------------~ 6 URANIUM IX BA1 TRAIN ION EXCHANGE SKID DWGNO TITLE REF NUMBER TITLE REFERENCES t------::D:c:RccA~ W"'"INc=G-::T=R7AC"'E::-:A-::BcclL"'ITc:-Y-:-Llc::S=-T----;-,,N:=EX""T::-:U-,;Sc::E:=:D-::O::cN------------1 5 4 REVISIONS 3 CL ~ PHASE 1 CONCEPTUAL DESIGN i
i;
,--c;)-----------------V-EO_L_IA-NU_C_L_E_AR_S_O_LU_T_IO_N_S~ ~u.' Ve O l I A FEDERAL SERVICES, LLC u, 295 Bradley, Sui1e 300 Richland, WA 99352 lil T)iEOOCUMtNT, ~TA,JJ,10 INF~Ml>.TIONCONTANEDlHEl!ElNAU COllFIDENTlALNID PROPR1£TAAVTOVl'ISFS, llC. NErTl,UTlilSClOCUMEHTNOR Nl'rllAT,,, OR INfORW.TONTiiEUtl MYBE l'ROOUCED. USED AElU.SCDOR OISClOOCD. IN v.1-jQLf ORIN l'NU.wmlOUTThE EXPRESSEOWIUTTEN CONSENTCW'v.tSFS. llC CIMARRON PUMP AND TREAT SYSTEM PROJECT F VFS-EP M-000-DWG-P-115 A NONE SHEET 4 0, 5 2 ~ A
F E D C B A 8 (BUILDING INTERIOR) FROM BA TRAIN SHEET 4 ZONE D1 V WATF I BUILDING I BOUNDARY 11 11 11 11 7 FROM WA TRAIN ( 11 4 " FLANGE "TU;JR~EA~TMIE=N=T~-4-" P_v_c_;~J_-r""1fi..L-;::-~-;-ir:;-;-4-;;-" ;;;SS:;-;T-;:;:;:;;------.1::f: ~HEET 2 ~"';i._ __________ _ ZONED1 I 1 4"-FW-11547-AS01-HT&I FROM BACKWASH TANK TK-106 SHEET 3 ZONE 81 11 I I Q>-1 N6 N7 24" MANWAY 6 TK-102 EFFLUENT TANK 15,000 GAL TK-102 N2 5 P-102 PUMP 4 3 2 SC-140 r------------------------------------------------ ----- -- --------------------------------------- ---- ---1SHEET 3 1 zo~oo I I I r----------+'~~~.,._~ I I LIT 1 V-301 l"--..L.J-~a---l--'~~--------7 I I I PRV-302 SET AT XXX PSIG 4"x6" VNSFS ----i--. BMCD I 6" FLANGE ~ b-TO WEST OUTFALL 001 I BMCD-GWREMED-C107 > YIC-121 r-----------------------------r-----------------------------------------T----------<~--=SH~E~ET-'--'11 I I I ZONE E3 ~ IL YIC-131 ~ ~ s~~~~F~I P-102 PRV-301 SET AT 150 PSIG TO WA FILTERS SHEET 1 ZONE E1 ~------------------------------- - - ----------------------------r.=-=:.:::.._-:- - --------------- - 7 I l'.'..---1 I TO BA FILTERS SHEET 3 ZONE FB I I I VNSFS __J_ ~MCD I I FROM WA TRAIN 2" SST I f§sEHIDEE[jT::]:2=~-------------------------------~ '\\-t"-lf-{:O::l--1".,+---1tx::l::l-....l-~2..:!"-F~W~-2.:11!..::5~49:::_A~s:!o!..!.1::!: -H!..!.T~&1!._4===r,:1.---------</_-------f.Cd-~"-l".,,..,~II~ ZONE C 1 V-305 I TANK GENERAL NOTES: BY (BCMD) WA INJECTION SKID (BMCD) TO INJECTION BMCD-GWREMED-C 102 BMCD-GWREMED-C 103 PHASE 1 CONCEPTUAL DESIGN F E D C
u.
~~0 I Cl) ci. ~ ~ 9~~
1.
SEE FLAG NOTE 1 ON SHEET 1. @> SEE SHEET 2 FOR *** SAMPLE DETAIL. ,-------------------VE-O_LI_A_N_U_CL_E_A_R_S_O_LU_T_IO_N_S-1 ~ (i) Ve OLIA FEDERAL SERVICES, LLC ~>* @::::> FLOW METER SIGNAL FROM BMCD INJECTION SKID SENT FOR IX HM! TO CONTROL FCV-104. B.:>- SIGNAL BASED ON TANK LEVEL TO CONTROL FC-104.
5.
SEE SHEET 1 FOR INTERLOCK LIST. 8 7 6 REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 REVISIONS 3 295 Bradley, Suite 300 Richland, WA 99352 TliE DOCUMENT. CATA. AN D INl'OftMA.llON Cc>>ITANEC lHEREH ARE CONfillEN'TIAI.. AHO PRO?FIIETAil:1'10\\/NSFS. llC NEmlER TWIS 00:::V lilH.ft NOR ANY CATA Oft INf QR liU.TION lltEREI~ MAY BE PROOUCED, USED. RElEASEO OR 0lSCLOSE0, INWlOlE OIi 1'1 PAJIT,WTTHOOTntE EXPRESSED WRITTEN CCNSENT OF WSFS UC F VFS-EPM-000-DWG-P-115 A NONE S)l£ET 5 "' 5 2 ~ ~
F E D C B A 8 7 TK-103 TK-104 ACID TANK ACID FUME SUBMERGED 5,000 GAL SCRUB TANK 6 TK-101 INFLUENT TANK 15,000 GAL r---------------- 1 I I [i::> f---------------7 5 4 3 2 P-121 P-122 FLT-121 FLT-122 PUMP PUMP FILTER NO 1 FILTER N02 WATF BUILDING 11 BOUNDARY~ I (BUILDING INTERIOR) SHEET 21 LAH-1000 YIC-100 n T I ZONE F7 PID-P200-00 I YIC-150 1 I I r--------1-------< SHEET 31 I ZONE F7 ~---------------------------------l ______________________ _ I I 1 AIC-150 r-- ---------jSHEET 3 I ZONE FB I G:=>-1 I ,___ ~ I LSH 101 61 6" FLANGE ~ IG'----~ [.:'..-----'""~v I I I I I I I I I ~...-+-4a,..41 I I f---.isc.+c,.,..;+.;~ I I ~LL,,,_____"-"-'>-L I I 2"-GW-12501-AAOl -N I I ~ l I I Al~~ r------~----------~~S~HE~E~T~2--) w~~ FROM WELL FIELD BMCD-GWREMED-COOO FROM WELL FIELD BMCD-GWREMED-COOO BMCD -------t--- VNSFS PROVIDED BY VENDOR N3 N4 FC TK-101 N7 24"MANWAY N2 r- ~~ 1 V-100 2"-HCL-11506-AROl -N CV-706 [I:> r EYE / FACE WASH GENERAL NOTES [I:::> ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE. [i::> @=:::> G:=>- [I:> [f> ~ ~ 0> HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. DETECTED LEAK (LDA-101) SHUT DOWN SIGNAL SENT TO WELL FIELDHMI STOP WELL-FIELD PUMPS. TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR). PORTABLE SAFETY EYEWASH REQUIRED DURING FILL. pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE CONCRETE BERM WITH EPOXY COAT CLEAR TUBING FOR OBSERVATION OF FILTER DRAINING. PIPING RUN 6"-VAP-11500-AR01-N NOT IN VENDOR SCOPE. 8 7 INTERLOCK LIST 0 LDA-1 00 : FCV-100 CLOSE, P-121 AND P-104 STOP <§> LDA-1 50 : FCV-150 CLOSE, P-121 AND P-154 STOP <@> LDA-200
FCV-200 CLOSE, P-221 AND P-202 STOP 0 LDA-122

P-121 STOP 0 LDA-101 OR LSH-1 01 : MOV-101 CLOSE 0 LDA-201 OR LSH-201 : MOV-201 CLOSE 6
N5 N6 I I I I I I IJ I I I I I I 4" FLANGE I 1 4"-GW-11502-AS01 -HT&I j 1 DWGNO I J I J I J I J IJ IJ IJ I I I I I I l " ABS I I TITLE DRAWING TRACEABILITY LIST 5 ~ I I I I I I I I I 1------ 1 I I I P-121 REF NUMBER NEXT USED ON TITLE REFERENCES 4 ~ ~ I I I I I

~~+----+------_,LJI L ____ _ ~1------~~~

REVISIONS 3 2 4 2" 3"-GW-11504-AA01-N 4"x3" 3"-GW-11505-AA01-N 1"x1/2" EXCESS WATER RECYCLE P-125 ZONE BB TO TRAIN 1 SHEET 2 ZONE ES TO TRAIN 2 SHEET 3 ZONE EB ACID SHEET 2 1/2"-HCL-11508-AR01 -N ZONE FB 1"x1/2" ACID SHEET 3 1/2"-HCL-11509-AR01-N ZONE ES 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY P&ID URANIUM IX TREATMENT F VFS-EPM-000-DWG-P-115 i5 SCAlE NONE SHEET 1 0, 4 F E D C u_ 0 A
F E D C B A 8 AIT-100 !SHEET 1 ZONE F1 ACID 1/2" SHEET 1 1/2"-HCL-11 508-AR01 -N ZONE Cl FROM TK-1 01 SHEET 1 3" PVC 3"-GW-11504-AA01 -N ZONE D1
~~VALVE POSITION DETAIL Q~~~
I I I I I I \\~ V-1XX ~ 0 SAMPLE DETAIL FOR SAMPLE LOCATIONS S1 -2 THROUGH S1-5 FILTER INSTALLED DURING SAMPLING SAMPLE DETAIL h SAMPLT';;--..._ FOR SAMPLi:----- LOCATIONS S1-1 ANDS-WAE GENERAL NOTES: Q:> VSL-1O1, VSL-102, AND VSL-103 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS DURING OPERATION. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-1 01 AS LEAD. FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500 NOT USED. AE-101 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-101. pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING A LCI = 0. VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY. [i:::>, pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE. ~ FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
9.
SEE SHEET 1 FOR INTERLOCK LIST 8 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I CV-102 CV-100 V-124 NC 1 :~ i f L _____ _ 6 3" SUMP BOUNDARY V-115 NC 5 4 1/2" Q:> VSL-102 3 V-131 NC 3" V-130 NC 1/2" V-11 0 NC ~ ~ ~ ~ ~ ~ rr. rr. rr. 2 V-111 NC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - ~ - - - ~ 7 1/2" I I I ,-_J I I I I I I I I I I I I I I I L--------- -----'- 1,2=-"-=-D:..:.R'--1'-1"'s2:..:s..c-A.:.::s..:.01'--Nc:._ _ 1 12 ...c.l_ -Y1~-u.. ~- -,:J DRAIN 3"-GW-11 539-AA01-N CV-134 3" FROM TRAIN 2 V-136 SHEET 3 ZONE D1 NITRATE TREATMENT BUFFER TANK TD EFFLUENT 4" TANK TK 102 SHEET 4 ZONE FB LC 4"-GW-11 521-AA01 -N F E D C u._ 0 L _ ~KID BOUNDARY ____________________________________________________________ J 90% DESIGN [f:>. PRELIMINARY OR PERMIT SET,

~

~ I (/) URANIUM IX TRAIN 1 ION EXCHANGE SKID REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 7 6 5 4 NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION o'.. ~ ~ i ~ (i) VEOLIA Ve O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Sui1e 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~
~~,~~:~:r~~;:, :.~~:~~~~0~~:~~i~~:~~t~~~~~~~~~~~~?::~w~t~ *~~R~~g~~~=~J:~::~r!r~~
~ WESTERNAREATREATMENT FACILITY P&ID URANIUM IX TREATMENT OATIS "'===-.....j-<,::'.'----,, F VFS-EPM-000-DWG-P-115 -~----------~-~-~- ~--..... c REVISIONS NONE Sl-lEET 2 3 2
F E D C B A 8 AIT-100 !SHEET 1 ZONE F1
~~VALVE POSITION DETAIL Q~~~
I I I I \\ I \\4 V-1 XX ~ 0 SAMPLE DETAIL h ~SAMPLE FOR SAMPLE LOCATIONS S2-2 THROUGH S2-5 FILTER INSTALLeD DURING SAMPLING SAMPLE DETAIL FOR SAMPLE LOCATION S2-1 GENERAL NOTES 7 6 3" V-165 NC a'. 9 5 1/2" VS L-151 4 3 [C::> VSL-152 [C::> VSL-153[C::> 3" 3" V-180 NC
~~SEE DETAIL 1/2" 1/2" V-182 NC V-170 NC 2~~
~~1-----< fs~ V-183 NC err ,-_J I I I I I I I I I I I I a:: ,-~----------------------------------------------------------- ---~-7 I I 1,2.. I I ,a*-0*-m~~'"'*'~~
~~J V~~3 DRAIN F~~
E D C I Cf) [C::> L SUMP BOUN~A~ - _J I L _ SKID BOUNDARY _,..L ____________ ________ ____ ___________ ____ _____________________ __ _J VSL-151, VSL-152, AND VSL-153 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN S\\fl/ELLS UPON LOADING WITH URANIUM. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-151 AS LEAD 90% DESIGN @> FLUSH WATER PORT. SEE DRAWING VFS-EPM-00O-DWG-P-500. [I:> NOT USED. 8:> AE-151 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-151. @:> pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING AN LCI = 0. ~ VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY. [I:> pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE. ~ FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
9.
SEE SHEET 1 FOR INTERLOCK LIST. 8 7 6 URANIUM IX TRAIN 2 ION EXCHANGE SKID REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 REVISIONS 3 PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION,
a.
RECORDING PURPOSES, 00 ~ OR IMPLEMENTATION r-------------------------------l~ (;) VEOLIA U/ VE OLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES tf 295 Bradley Blvd. Suite 300 > Richland, WA 99352 www.nuclearsolutions.veolia.com ~ TliE OOCUlilENT. DATA.~0 INFOIUIATl'.)H CCHT-ED 'IHEREf\\l ARE CCHF10£N'TIAl A.Nil PAO~RIETARY TO l(URIOtl. f!C NEITHU n,;15 OOCIJMEHl MOR A.NV 0,.TAOR IMFORMATIOH THEREN MAY BE PROOUCEO. USEO. RELEASED OR DISCLOSED. IN V.liOI.E OR IN P.liRT. VlmlClJTlH[ EXPRESSEOWRJTfCN CONSENT Of IUJR!ON, NC ~ F VFS-EPM-DDO-DWG-P-115 c SCAI..E NONE 51,EE'T 3 "' 4 2
F E D C B A 8 (BUILDING INTERIOR) 4"-GW-11521-AA01-N FROM URANIUM IX 4" PVC SHEET 2 ZONE C1 FROM NITRATE TREATMENT 4" PVC VWP-PX-PID-207-00 ZONE D1 4"-FW-20701-AA01-N GENERAL NOTES:
1.
SEE FLAG NOTE 1 ON SHEET 1. @> SEE SHEET 2 FOR *** SAMPLE DETAIL V WATF I BUILDING I BOUNDARY 11 11 11 l 1 t***~'" r4"SST ~FW-1 1547-AS01 -HT&I 11 '1 CT:> FLOW METER SIGNAL FROM BMCD INJECTION SKID SENT FOR IX HMI TO CONTROL FCV-302. G:>, SIGNAL BASED ON TANK LEVEL TO CONTROL P-1 02. SEE SHEET 1 FOR INTERLOCK LIST. 8 7 ~ Q:::>-1 24"MANWAY 7 6 TK-102 EFFLUENT TANK 15,000 GAL P-102 EFFLUENT PUMP 5 4 3 2 F HC-1215 PID-207-00 r------------+--'=--i-+___, N6 N7 V-301 TK-102 N2 I I LIT 1 1 ~ 1 I I I I I I I I I I I I I I I I

~~L------------7 I~~

~~r--------------- ------------------------------,~~

~~--- -----------------------7 I~~

~: CT:>: r.1 I VNSFS ------- BMCD I I 1 2" FLANGE E D 2"SST I I I 'f-L--l)o::J--1..___!2:..:"-!_Fw~-12;1s~4::.9-~A~so~1:.:.!-H~T~&:_1 _j=f"~=¥ ___ __:_ __.:..J.--------r:xx1-----V'\\./'v-I ~--~ 1~------------- 6 I I I I I I I I I r,Arw~w~J ~ DWGNO TITLE DRAWING TRACEABILITY LIST 5 I I I I I I REF NUMBER NEXT USED ON V-305 1 TANK BY (BCMD) INJECTION SKID (BMCD) TO INJECTION I BMCD-GWREMED-C102 BMCD-GWREMED-C103 C PRV-302 SET AT XXX PSIG c*=
== 1--------lJ~1--------------------------..Jl:fc:.;~J'iL ________ -{!IB~M~c]o~-G~W~R[§EM&ijE~D8-cJ:1Q]o7:::> 4"x6" VNSFS -------r--- BMCD TITLE REFERENCES om ,ev REVISIONS 4 3 90% DESIGN "-0 vi PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION,
~~z RECORDING PURPOSES,~~
~ OR IMPLEMENTATION 8 .----------------------------Ii G VEOLIA Ve OLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES ~ 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 0 ~~~~~~:r~:~::~:~O C~:~~~=DE~R~!~~~i~i:~:f~~w":~f.~~Tlt.::*l!;ii~~~~~:~~N~:~!rN::::~T!r ~ F VFS-EPM-000-DWG-P-115 5 NONE SHEET 4 0, 4 2
8 7 F E D C B A O' 2' 4' 8' 12' 1/4"= 1'-0" i'""'I - liiiiiiiiiiiiil SCALE FEET 8 7 6 ~

~~~-------~~

I I I I I I I I ...,__A-,--._1---1 l r r,,,. I __ - 5 BOLLARDG:> TYP RIBBON BLENDER RB-301 ! G$ ~~~~~-.----~ I FORKLIFT (FOR REFERENCE) I I I I ,----1-_ INERT HOPPER HPR-302 CENTRIFUGE C-301 4 --- ---© ,-7
~~o*I L_~~

~~© IT:>~~

~~© SPENT RESIN HANDLING - PLAN SCALE: 1/4" = 1'-0" REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6~~

~~5 4 3 REVISIONS 3 2 GENERAL NOTES:~~
3.
~~ACCESS FOR CLEAN BULK MATERIAL DELIVERIES. ACCESS FOR SPENT RESIN. FOR PIPE SUPPORT DETAILS SEE DRAWI NG VFS-EPM-000-DWG-S-115. INSTALL PER SPECIFICATION SECTION 22 05 29~~
~~HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.~~
~~SEE BOLLARD DETAIL 3, ON SHEET 1, DRAWING VFS--EPM-000-DWG-C-150. 90% DESIGN F E D C~~
~~1) 0 PRELIMINARY OR PERMIT SET,~~
~ NOT FOR CONSTRUCTION, ago~ RECORDING PURPOSES, (i) OR IMPLEMENTATION VEOLIA ~ Ve O l I A NUCLEAR SOLUTIONS* FEOERA. L SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolut1ons.veolia.com S1:
~~~~~~~;;=~~:g:~~DC~[~i~~:J~/~~=~~~~i :~::~t~~~R~ -~R~i~~~~=:;;~t~ ~r.:::~~::r~~
~~~ WESTERNAREATREATMENT~~
~~&,,---+c===--=~'~" FACILITY GEN. ARRANGEMEN SPENT RESIN HANDLING F~~
VFS-EPM-000-DWG-G-120 c SCAl.E SHOWN EOT SHH'T 1 OF 1 2
F E D C B A 8 O' 2' 4' 1/4" = 1'-0" I-S-SCALE 8 7 8' 12'

~~..;....i FEET 7~~

~~6 I I I I j C-301 I HPR-302 \\ ,r -l-- I l JII --*I va,~ I t-L "\\\\,I II '\\ V u ~ I /I\\ TK-303 '\\ tt\\t~~
~~I I~~
ll r~ I = I I 6 I I I I I HPR-301 I Il l I ~- ~* ,r1 - ~ I f-I I ~~ ~----= ~ H=== '\\ , t==7 L+ ___ ::_~ s SECTION G-120 SCALE: 1/4"=1 '-0" 5 4 T,,.., __ 8' ____ =t.Mezzanine_l.e~ 10'-6" \\J V-314 I I I I I I I I I I-2"-SVW-12501 -AA01-N I I I i> -~ I -- I I I I I - I REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 REVISIONS 3 2 GENERAL NOTES: 1 FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115. INSTALL PER SPECIFICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT. DRUM LIFT NOT SHOWN. F 90% DESIGN E D C
u.
~~0 PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, ¢ i RECORDING PURPOSES, r--____ o_R_1 M_P_L_E_M_E_N_T_A_T_1o_N ___~~

~~1 I (i)~~

VEOLIA u.>ch Ve OLIA NUCLEAR SOLUTIONS - FED. ERA. L SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ ~~~~~::~ :~~:~:~D~~~~~~J~RA;i:e-~~::~:~::~e;:~~~R~ ~~~;1;;~~~:~N:::i:T~~ ~ F VFS-EPM-000-DWG-G-121 c SCALE AS SHOV\\IN EDT SHEET 1 or 3 2
8 7 F E D C B A O' 1' 2' 4' 6' 1/2"=1'-0" !"'"'I M j.........j SCALE FEET 8 7 6 5 cp ______ J_ __________________ _ C-301 I I 11/2"-SWV-12511 -AA01-N I 1 1/2"-SWV-12510-AA0 1-N I HPR-301 MEZZANINE RAILS NOT SHOWN FOR CLARITY c SECTION G-120-1 SCALE: 1/2'=1'-0" OWGNO TITLE DRAWI NG TRACEABILITY LIST 6 5 4 REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 2 NOTES:
1.
SEE DRAWING SHEET 1 FOR GENERAL NOTES. 90% DESIGN F E D C LL 0 I (/) PRELIMINARY OR PERMIT SET, N 0 NOT FOR CONSTRUCTION, 0 RECORDING PURPOSES, ~ g .------O_R_I_M_P_LE_M_E_N_T_A_T_IO_N ____ ~ (i) VEOLIA ff VE O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ .~;~~:~";;~;~~~*;~~~o'~~i~~~~.. :~i~:~'.::::.;:~,;,:~::~r~c:;:: :;;,:;';,n;;:.,:~~~~;i;g: :::~'~g" ~ A ""==---i-,<:::---,,1 F VFS-EPM-000-DWG-G-121 f.--'-----------..__--'---'---"-------1 REVISIONS SCALE AS SHOVV'N EDT 9iEEl 2 C, 3 3 2
F E D C B A 8 0' 1' 2' 1/2" = 1'-0" l"""'I W SCALE 8 7 4' 6' ---.........i FEET 7 6 5 T T , 1 I I 1 1/2"-SVVV-12510-AA01-N I I HPR-301 MEZZANINE RAILS, DRUM LIFT, AND FORKLIFT NOT SHOWN FOR CLARITY D SECTION G-120-1 SCALE: 1/2"* 1'-0" DWG NO TITLE DRAWING TRACEABILITY LIST 6 5 4 2"-SVVV-12501 -AA01 -N CONNECTION TO H-301, 2" PROCESS OUTLET REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 REVISIONS 3 2
1.
SEE DRAWING SHEET 1 FOR GENERAL NOTES 90% DESIGN F E D C IL 0 1li PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, ~ r--____ O_R_IM_P_L_E_M_E_N_T_A_T_IO_N ____ ---1 i (i) VEOLIA ~ Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES > 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~
.~~

,:,*,:.~;~ :::~:::::;~,';:;;~~::::.:~::.\\;~/:,'.".,;~~:~'::~::-.::.=:~*:.:;,~~~::~~.,:;::;-g:::;;::;:~':
~ F VFS-EP M-000-DWG-G-121 A SC).LE AS SHOVVN EDT SMEE'T 3 Of 3 2
F E D C B A 8 PROCESS WATER P-500 SHEET 1 ZONE C4 FROM CMPR-400 le:IP-4~02QO]:SB]HE~EIT}1=>)-----?I~ ZONE E2 DIAPHRAGM PUMP DETAIL B --6-- s p NOTE: FOR IA ON P-305 SEE P-400 7 6 RESIN PROCESS AREA P-302 OUTLET PUMP HPR-301 VESSEL REFILL HOPPER 150 GAL 5 P-305 SLUICE PUMP P-301 EXCESS WATER PUMP TK-303 EXCESS WATER TANK 550 GAL 4 C-301 CENTRIFUGE P-303 SLUICE PUMP RB-301 RIBBON BLENDER 3 HPR-302 INERT HOPPER TK-302 SLUICE WATER TANK 550 GAL 2 'liv~F~------------------------------------------------------------------------7 1-~ I I >--"./'v'V"v-C HOSE / NOZZLE FOR RINSING RESIN DRUMS I I I I ~---< 1"-SVW-12508-AA01 -N I I ,----------------,-+-; H--T---+- I I 1 ----7 I I FRESH RESIN HPR-301 1 1/2"-SVW-12510-AA01-N I 2" I 2"-SVW-12505-AA01-N NC V-322 2" 1 1 112*x1 114* I I 11/2"-SVW-1 2511-AA01-N N C-301 ~...LL,._____"-'-'>~ I I V-311 I I CT:>- V-313 'T ~ ~ ~ I I 6" KNI VAL J ~ TK-302 SPENT VESSEL r@> T 2"-SVW-12509-AA01-N H-306 SPARGER CONNECTION 2" V-320 314" V-327 TK-303 V-318 2" 2"
~~"";t';: HPR-302 1~1 I~~
-=::}--J.32s _s.,q= _J 10"KNIFEVALVE t I I ~-----R-B_-~3-0-1-----~~ I -==::::}-V-319 8" KNIFE VALVE _/T TO URANIUl.1 IX C:£P}-1j]1s~s:B]HE[!EITJ1l-----------~2~"-.:!_SVW'!!'!:_-::i__;12~5:'!:01~-AA~o:i__:1-~N-------------------------<j 3~11 l-----L~-------H--., I I I I I I I I I I I I I I I I I I I I I I I I I ZONE E1 CV-301 SOLIDS DRUM I I I L _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -OO~DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, GENERAL NOTES: [I:>-- HIGH ALARM PUMP OUT TK-303 (OPERATOR ACTION). @:> OPERATIONS IN THE RESIN PROCESS AREA ARE CONTROLLED LOCALLY. LONG RADIUS FITTINGS TO BE USED FOR LINES CARRYING RESIN. PORT FOR MANUAL ADDITION OF SAMPLE PURGE WATER. ADD CLEAR SECTION TO PIPE WORK FOR OBSERVATION OF SLUICING PROCESS. REFER TO DIAPHRAGM PUMP DETAIL FOR INSTRUMENT AIR SUPPLY TO P-302 AND P-305. 8 DWGNO TITLE DRAWING TRACEABILITY LIST 7 6 5 REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 REVISIONS 2 RECORDING PURPOSES, OR IMPLEMENTATION VFS-EPM-000-DWG-P-125 SHEE1 1 5 "'1 F E D C u.. 0 I U)
8 F E D C B A 8 7 6 5 4

~~.:.-----~ c )~~

I i I _____ I - --- -~ o) I SPENT RESIN HANDLING I -2 MEZZANINE I I I I --! ____ l __ frF--~-~~ ~~~~ -=---=~-1_1---=-----~~E)--. I a -,-~---- 1 2 STAIRS S-120-3 I 12'-5" - ~ - -~ - - - J_ - - - ~ 7 )--1 I I
~-
MEZZANINE - PLAN SCALE: 1/4" = 1 '-0" 0' 2' 4' 8' 12' 1/4" - 1'-0" "9.----~ SCALE FEET REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 7 6 5 4 3 REVISIONS 3 2 NOTES: 1, SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE. f_>- REMOVABLE RAILING SECTION FOR DRUM DUMPER OPERATION. E> REMOVABLE RAILING FOR FORK LIFT/PALLET PLACEMENT. PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C ~ ~ ~ q
a;
~~,--------------------------1 ~ Ci)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Su~e 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~~~
~~~=~~:;~:!~~;~::~~o~~~~~;i:0~11A~,~~~;~~~~r~;~:-;:~~;-~~-~;R~is~ii~~~E~~:~Jtg;::;Jt~gR~~
~ F VFS-EPM-000-DWG-S-120 SHOWN SHEET 1 Of 5 2
8 7 6 5
~~r--;r F~~
rf,~ ,,fl .-f, e:,<o 'bg X'C:, X' W10X19 W10X19 W10X19 10f- - -BRACE DOWN BRACE DOWN - -jI r-- II r ~ I I z , s; E 18 w § (.) <( Cl'. lil ~ § I .f, I c:e,<o ~ ~C:, D ct. ct. I W10X19 W10X19 ~ W10X19 n, i I I ~ I ' o I IT BRACE DOWN 10 N r' w (.) § <( g; <E,+f'o s:,f ,,+6 I 00j I 1 e:,<o X' L-X'C:, W10X19 W10X19 W10X19 1!7i I
m
§ 11 I Ii ~ ' 0 Cl w (.) i W10X19 W10X19 I W10X19 I I § C ~ z s: 0 Cl w 0 ct. D i ,;i 06$ .-f, S-120-4 I I 00j I e:,<o X' X'C:, TYP W10X19 BRACE DOWN - - 3n1 W10X19 J W10X19 L___ D - -BRACE DOWN 1f- - - BRACE DOWN I ~ I 7'-1 3/4"
I,
5'-6 3/4" 6'-6 3/4" ct. ct. B MEZZANINE FRAMING DETAIL TOS +10'-6" S-120-1 SCALE: 1"=1'-0" A O' 6" 1' 2' 3' 1" = 1'-0"~------ SCALE FEET 8 7 6 5 4 .-f, s<o X'C:, W10X19 - ~ J - 1 I! \\_ BRACE DOWN _j I I I I I I I § ~ W10X19 I I I I I I I I Li ~ 0<o X'C:, I W10X19 LJ--. --:1 ---j ! 1 \\_ BRACE DOWN _j FF I I I ~ 0 Cl w ~ I lil W10X19 f § ~ z s: 0 Cl w 0 ~ r1,+'t} w I X'C:,g u I W10X19 .1 BRACE DOWN - --j D1 3'-11 3/4" 't. 4 3 ~f, 'bg X' 3 2 NOTES:
1.
~~SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.~~
2.
~~SEE VFS-EPM-000-DWG-S-110-1 FOR BASE PLATE LOCATIONS~~
3.
~~ALL BRACES ARE L3x3x1/4. SEE DETAILS ON SH 5 FOR ANGLE.~~
4.
~~SEE VFS-EPM-000-DWG-G-120 AND -1 30 FOR PIPE SUPPORT LOCATIONS.~~
5.
~~SEE SHEET 5 FOR ALL CONNECTION DETAILS.~~
6.
SEE SHEET 1 FOR REMOVABLE GUARDRAILS. PRELIMINARY OR PERMIT SET_ NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION --1-* F E D C u.. 0 iJi A SHOWN SI-IEET 2 o~ 5 2
8 F E D C B A 8 7 OPPS:12t~ 4 ~~..,......__p + S-~ S-120-4 r~ Cl. F S-120-4 ,o _______ ----, L T 2 STAIR DETAIL S-120-1 SCALE: 3/4"=1 '-{)" 7 6 I I b_J y MEZZANINE 6 5 5 MEZZANINE LEVEL TOD 10'-7 1 /2" TOS 10'-7" GROUND FLOOR TDC 0'-0" 4 3 14'-2" RUN 17 EQUAL SPACES RISE AND RUN DETAIL SCALE : 3/4" = 1'-0" 4 3 2 NOTES:
1.
~~SEE VFS-EPM-000-0WG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE. PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C~~
u.
0 I V) 0 N ~ ~ q ~ .--------------------------i i VEOLIA Ve O l I A NUCLEAR SOLUTIONS FEDERAL SERVICES 295 Bradley Blvd. Surte 300 Richland, WA 99352 TIIEOOCUMENTDAT,....,_O..,FOP.IAA.TIONCONT,.,INEOT1"EUINARE CONFIOENTi-oLAN'.l PROPRIE'l'ARYTOKURICJ.lt/CNEllH ERTHIS00CUtJIENTNORANVDAT._Ol ~ WNW nuclearsolutions veol1a.com iJ NFORW.TION ntEREIN lilAV BE i>ROOUCm USED RH EASED OR OlSCLOSEO IN WHOLE 0111 IN PJAf v.ffilOUT TIIE EXPRESSED MITTEN CO,SENT Of" 1tuo:::w,1 NC ~ NAME ~" CIMARRON ~t~::====: :::::_~t_l----~PU~M'.'._'.'.P~A~ND:._T'_.':'R~EA~T_:'S_:,:_:YS~T:'.EM~P::_i:R~O:'_'=JE"::'_CT_'___~ A WESTERN AREA TREATMENT 1-'=-""-'-"---~-----s;;. FAC. SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS SHOWN ' m r SHEET 3 OF 5 2
F E D C B A 8 CLEARANCE FROM OBSTRUCTIONS LIMITS ,~-\\
~~TYP, FIELD OR SHOP 8~~
~~_/ -31 *1~~
~~s-1,G TOCOR GRADE 7~~
/ / 7 f I 0 ~ 5 0 w VERTICAL ___j o:: GUIDE LINE I ~ () 6 TREAD 11"MAX B"MIN TOD _ NOSING LINE STRINGER PER PLAN ~ I 1 1/Z" DIA SCH 40 PIPE RAILS, TYP 1'-9"DIA - -i-----i-r- / SPHERE 1 1/2" DIA SCH 40 __.,,'/ PIPE POST, LOCpA0\\E/g:~T / AS SHOWN ON B'-O" CIC MAX SPACING 4"x1 /4" TOEBOARD, WELD / TO POSTS, 1/4" ABOVE TOD SECTION D ALE* 1"=1'--0" S-120-2, 3 SC 6 CHANNEL PER PLAN 5 (2) 3/4" DIA BOLTS, TYP EACH LEG SECTION E SCALE: 1"=1'--0" S-120-3 TITLE DWG NODRAWING TRACEABILITY LIST 5 4 io 1 1/2" DIA SCH 40 PIPE RAILS, TYP r 1 1/4" DIASCH40 ~ HANDRAIL 1/2" SQUARE STEEL f- / BARAT4"C/C i 1 1/2" DIA SCH 40 PIPE POST, LOCAT~Pc°:~T AS SHOWN ON PLA B'--0" CIC MAX SPACING 4"x1/4" TOEBOARD, WELD / TO POSTS, 1/4" ABOVE TOD -.._/ _/ \\ TOP OF DECK ... *r,. I I ~~ I,~ ~~~LD I l~ REF NUMBER NEXT USED ON ER N ~ TITLE REFER ENCES 4 3/16 l 4 7, WPER PLAN
== 3 3 2 NOTES: WG-S-101 FOR NOTES, ABBREVIATIONS AND
1.
~~SEE VFS-EPM-000-D SCHEDULE. TREADS, TYP - ~ @SECTION S~20-3 SCALE: 1"=1 '-0" NOTE: EAD STAIR (AT FINISHED FLOOR). 3 1/2"x31/2"x1 /4"x6" LONG PLATE WITH (2) 5/8" DIA SOL TS, TYP REVISIONS BY~~
1.
METAL TR PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTIO~R IMPLEMENTATION RECORDING PURPOSES SCAtE SHOWN F E D C m UJ 0:: u.. 0
8 7 6 F E D C B A 8 7 6 ~~ 1/2"------,' 11,2" I TYP ____,__ 1 /2"x3 1/2" PLATE \\_ NUMBER OF BOLTS PER TABLE, 013116" HOLES 5 1 SUPPORTED ' NUMBER OF 314" BEAM SIZE DIA BOLTS W8 W10 W12 3 W14 3 W16 4 W18 5 W21 6 W24 7 W36 i 10 BEAM CONNECTION, TYP SCALE: 1" = 1 '-0" BP1 - BASE PLATE DETAIL SCALE: 3/4" = 1'-0" NOTE:
1.
~~BASE PLATE DIMENSION SHALL ACCOMMODATE BRACE CONNECTOR PLATE LENGTH.~~
2.
SEE VFS-EPM-OOO-DWG-S-110-01 FOR BP1 LOCATIONS. DWG NO TITLE DRAWING TRACEABILITY LIST 5 I I I 4 HSS COLUMN 3 ~ ~ 3/16 '- 1/2" "j 11/2" ~ TYP '- 1/2"x3 1/2" PLATE NUMBER DF BOLTS PER TABLE, 013/16" HOLES BEAM TO COLUMN CONNECTION, TYP SCALE: 1" = 1 '-0" COLUMN(j_ ~ T'"" l-,:T17,------===1 TOS I BRACE TO BEAM/COLUMN CONNECTION - TYP SCALE: 1" = 1 '-0" REF NUMBER TITLE REFER ENCES 2 NOTES:
1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE. DEG I I l 8 a b NOTES 3.4-36 7 1/2" I 15 1/2" i 21-22 8" 20" I 15-16 I 8" i 31" I HORIZONTAL LEG BOTTOM ~ 33,355 9" 16" BRACE TO BASE PLATE CONNECTION SCALE: 1" = 1 '-0" I BEAM I DEG I a b C I d e f NOTES 8 I W10 21.6 I 21.5 6.5 1.5 0.75 71/2" 71/2" W10 29 13.25 7.0 1.5 1.0 8" 8" I W10 33 I 11.25 8.0 1.5 1.5 8" 8" I W10 35 i 11.5 9.5 1.5 2.25 9" 9" 1 W12 15.5 32.75 6.5 2.75 0.75 9" 9" r W12 34-35 ~ 12.5 11.0 1.5 3.0 9" 9" rw12 t-36 11.25 11.0 1.5 3.0 9" 9" NOTES:
1.
THE PURPOSE OF THE WHITMORE STRESS BLDCK IS TO ENSURE A PLASTIC HINGE WILL FORM IN THE BRACE CONNECTION GUSSET PLATE DURING AN EXTREME SEISMIC EVENT. IN ORDER TO ACHIEVE THIS, NO ELEMENTS MAY BE ATTACHED TO THE GUSSET PLATE WITH IN THE WHITMORE STRESS BLOCK.
2.
THE WORK POINT TO WORK POINT DISTANCE FOR SPECIAL CONCENTRIC BRACED FRAME CONNECTIONS SHALL BE ESTABLISHED BY ENSURING THAT THE VERTEXES OF THE TRIANGLES SHOWN ON THE DETAIL ARE COINCIDENT WITH ADJACENT MEMBERS.
3.
~~IF THE VERTEX OF A STRESS BLOCK DOES NOT COINCIDE WITH A COLUMN, A STIFFENER PLATE SHALL BE PROVIDED THAT EXTENDS FROM THE VERTEX OF THE WHITMORE STRESS BLOCK TO THE ADJACENT COLUMN WEB AND FLANGES.~~
4.
~~UNO, USE AWS 01.1 FOR MINIMUM WELD REQUIREMENTS.~~
5.
UNO, USE AISC 14TH EDITION FOR MINIMUM EDGE MARGINS. F E D C 0 PRELIMINARY OR PERMIT SET. N NOT FOR CONSTRUCTION, i .-R-E_c_o_R_o_,N_G_P_u_R_Po_s_E_s_o_R_,M_P_L_e_M_E_N_r_A_:r_,o_N-----1 I (i) VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suije 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ ~~~~~:~=~ ~::~ou~o~~~~~~~~*~~g::~E~:~~~~~=~~~~~ -~-r~~~~~~:~gi ~.:::~ L CIMARRON PUMP AND TREAT SYSTEM PROJECT r------------ -------1 .---+'=---:c:;;..i WESTERN AREA TREATMENT j-=--=="'-'-"'----+=-~ FAC. SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS A NEXT USED ON 1==--+=----,IF..,.,., VFS-EPM-000-DWG-S-120 8 -~----------~~-~-~---1 REVISIONS SHOWN ~£El 5 or 5 4 3 2
8 F E D 0 C B A O' 2' 4' 8' 3/16: 1'-0" P-1 SCALE 8 0 r--, 0 12' 16' liiiiiiiiiiil FEET 7 0 18 I ©-- - TK-2000 METHANOL TANK 7 0 I I 0 0 0 0 0 0 0 6

~~- -------t--~~

I lo I 0 6 5 0 PHOSPHORIC ACID OOSING PUMPS I I cb BIODENITRIFICATION AND SOLIDS HANDLING PLAN SCALE: 3/16": 1 '-0" DWGNO TITLE DRAWING TRACEABILITY LIST 5 4 0 0 I I cb REF NUMBER 3 DRUM FILTER POLYMER SYSTEM fl 1§] I SAFETY SHOWER AND EYE WASH I II 8-1250 THICKENER BLOWER WITH SOUND ENCLOSURE I I I ____ _ FP-1301 FILTER PRESS I Q:::> I I I I I I cb TITLE --, 0 OD I I 0 0 0 2 A GENERAL NOTES IT:>- ACCESS TO FILTER PRESS.
2.
FOR PIPE SUPPORT DETAILS SEE DRAWING W/T-EPM-000-DWG-M-601 -00. [I:>- SEE BOLLARD DETAIL 3, ON SHEET 1, DRAWING VFS-EPM-000-DWG-C-150. G-141 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C ~ CIMARRON ~:?[~:~====t=~~~~1---....:.P~U'.'.:'.M'.'.:_P~A~ND::...'_'TR~E:'.:A~T~SY_::S:_:T_:E~M_'.:P_'.2RO~J::E:'.:'.C.:._T __ ---l A WESTERN AREA TREATMENT ~~----1-"=---=~71' " FACILITY BIODENITRIFICATION AND SOLIDS HANDLING PLAN REFERENCES NEXT USED ON b==--+-=-- F """'° VFS-EPM-DWG-G-140 C ~_L _______ R_E_V-IS-10-N-:-S-'--__J'---'---"'----, SCALE SHOVVN SHEET 1 1 4 3 2
F E D C B A 8 MBBR CARBON DOSING PUMPS O' 2' 4' 3116 = 1'-0" l""l SCALE 8 T 8' 12' 16' ---s-1 FEET 7 6 2 l I A SECTION G-140 SCALE: 3116"=1 '-0" H G B SECTION G-140 SCALE: 3/16=1 '-O' 7 6 5 4 3 5 T T TK-1250

~~~ -- -~~

Lµ REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 REVISIONS 2 NOTES: 1 SEE DRAWING VFS-EPM-000-DWG-G-140 FOR GENERAL NOTES. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION WESTERN AREA TREATMENT FAC. BIODENITRIFICATION & I'=--="""--'-='-------+--='---='" SOLIDS HANDLING SECTIONS F VFS-EPM-000-DWG-G-141 SCALE SHOWN EOT Sl-iEE1 1 C#' 1 2 F E D C
u.
0
F E D C B A 8 7 BIODENITRlFICATION TREATMANTSYSTEM ____ EXISTING PLANT PLC (BY OTHERS) LEGEND: ALLEN-BRADLEY FLEX 1,0 24VOCPOVVER L HARO W RED ETHERNET(CAT5e) ~ FIBER OPTIC CABLE ETHERNET S\\MTCH 6 TESYS U STARTER A-1255 SLUDGE THICKENER RAKE POWERFLEX VFO A-1055A MBBR TANK 1A MIXER I TESYS U I TESYS U STARTER STARTER I A-2300 B-1250 PERLITE THICKENER/ TANK MIXER MBBR BLO\\I\\IER i":~R, POVVERFLEX l VFD VFD I A-10556 A-1 105 MBBR MBBR TANK 18 TANK2 MIXER MIXER 5 TESYS U TESYS U TESYS U I TESYS U STARTER STARTER STARTER STARTER P-1215 P-1225 P-1276 U-1255 TREATED WATER BACKWASH AREA SLUDGE SU-.AP PL.NP SLMPP~P SUMP Pl.MP THICKENER RAKE LIFT POVvERFLEX VFD A-1155 P-1005 _J FLOCCULAllON TRANSFER TANK MIXER PlNP DWGNO TITLE DRAWING TRACEABILITY LIST 4 3 REF NUMBER TITLE REFERENCES NEXT USED ON 2 PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION CIMARRON PUMP AND TREAT SYSTEM PROJECT SYSTEM ARCHITECTUTRE !lCALC NONE SHEEl 1 I (/)
8 7 I 6 5 4 3 2 1 I I i I I - I I I F F 60' E E 50'-- 40' 30'--- D NOTE 1 BYPASS D EL. 23'-6" I
~~-i EL 2Cl':__1_0" =~~
r-,. --i EL. 20'-10" - STANDPIPE 20'-- EL 20'-0" EL. 19'-3 FROM URANIUM IX I I ~17'-6" ~ I _ :~ 1,9/:., ~ wl EL. 18'-9" ~L 18'-9" r TREATMENT SYSTEM I 0 EL. 15'-6" I I t-I I I I I I 10'-- NOTE2 I I I I I I I EL. 4'-0 1/2" u I EL 4'-10" - ~ EL. 3'-0" IJ C EL.1'-6" 1 ~ I EL. 1'-10 318" I, EL. r-1,w _ C NOTE 3 t I - I ---+, O' Ii l I I l' _! I i I I TK-2020 TK-1050.A TK-10508 TK-1100 TK-1'150 F-1200 I BUFFER TANK P-1005 MBBR TANK 1A MBBR TANK 16 MBBR TANK 2 FLOCCULATION TANK I 1____!_ DRUM FILTER A 12' 0 X 20- H TRANSFER PUMP 13' 0 X 22' H 13'0x22'H 13' 0 X 22* H 7'0 x?' H I i -10' -- SP-1210 SP-1220 TREATED WASTEWATER BACKWASH SUMP SUMP ~ -20' ---- LL 0 B ili / ~ PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION ~ G)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd Suile 300 Richland WA 99352 www. nuclearsolutions. veo!ia. com ~ i)-,f nocu~iurr ~i""-"'-'-ii'.l NfCOU'.ATICI,! ColNTJ..L\\Et: TW-:tEl!./t.RE co1,mnENiW :.t.D F>RD?R l!'iA..~YT,'.l ~;;RICf,J Plr.. NElfHUI TIiis DC::.\\Jl.1£!sT 'IC!I ~" MTAOII <:J ~fO~ ~V.Tt'.ll.! Tl'<fftEIIJ,,.,.,,, ~E l'ROOl,'CEO i;srn. lELEAUO OR OISC:tCSEO 1",1\\""10LE o,,-i P,<.11.T \\MT'IO'.t"T T'l*E f.(PRUSEO \\<,IUTTE"I.-:.:>r-;s EllrcF (URIOl-1 11-C 15 NAME ~: -;:--:-y CIMARRON A o* 4' a* 12* 16 f]Jfo~CK - -~~--*~-:,-r -- PUMP AND TREAT SYSTEM PROJECT A GRAPH IC SCALE ~~ccR!VEN.§ --~;~ -~-HYDRAULIC PROFILE S. HERRON I I --~~~::::r_ PR"tOJC\\.T (!i~tCII- --~ - ~*1:.>*11**~---;....~ D REVISED 6" PAD@ ORUM FILTER 10f2i19 P.D S.H
~~s. WATENPOOL~~
~~--- VWT - -~-~~ -=-=-----~-. C REVISED 6" PAO@ TANKS 913!18 P.D S.H _:~----~ NOTE.~~
1.
BYPASS LINE SHOWN ELEVATED FOR CLARITY. TRUE ELEVATION OF BYPASS LINE 22'-0'. REF NUMBER TITLE f.!it~~ // =~_,-,,0,.,-,-- /:-~:,] F,_.~,c ~ -EPM-OOQ-OWG-M-501-QQ__I i5 2" BACKWASH LINE SHOWN ELEVATED FOFi CLARIT"Y. TRUE ELEVATION OF BACKWASH LINE 4'--0 1!:!N I MF!),, 0!.'SCf!l/'TIGN I 3 ASSUME 6" TANK PADS DWGNO TITLE REFERENCES RA~\\:~ o,m /"/ nw.?~t~. I DRAVvlNG TRACEABILITY LIST NEXT USED ON REVISIONS / !CM~ 3116"=1 '-Q" I"' Stiff" ,::o I 8 7 I 6 5 t 4 3 I 2 1 I J I
F E D C B A 8 NOTES 7 10" 11/16" DIA PL 51B" THK HOLE 5i8 ADHESIVE ANCHOR MIN. EMBEDMENT DEPTH 5-518" BASEPLATE DETAIL 1 4" ATTACHMENT MAT'L C.S 4Y:," TYP. 6 1'-0" 1 T7 --LJ_J- + PL 5/8" THK BASEPLATE DETAIL 2 6 ATTACHMENT MAT'L C.S. , EL.VARIES 10" PIPE MAX. 11116" DIA. HOLE 5/8" ADHESIVE ANCHOR MIN. EMB'NTT DEPTH 5-5/8' U-BOLTS SIZED BY NOMINAL PIPE DIAMETER. INSTALLED W/ NUT TOP AND BOTTOM. LEAVE 1/16" CLEARANCE ALL AROUND PIPE EXCEPT AS NOTED. MATERIAL TO GE PLATED. C.S.
2.
~~ALL WELDS EXCEPT AS NOTED TO BE FIELD WELD ALL AROUND.~~
3.
~~FOR BLOCK WALL USE THROUGH BOLTS AS SHOWN IN DETAIL PS-5. FOR CONCRETE WALL USE ADHESIVE ANCHORS AS SHOWN IN TYPICAL BASEPLATE DETAILS.~~
4.
EMBEDMENT DEPTH DOES NOT INCLUDE GROUT THICKNESS. MAINTAIN (51 BOLT DIAMETERS FOR MINIMUM EDGE DISTANCE 6 FLOOR MOUNTED BASEPLATES SHALL BE DRY PACKED WITH NON-METALIC, NON-SHRINK GROUT. 5 ALL SUPPORT MATERIALS TO BE HOT DIPPED GALVANIZED. ALL ANCHOR BOLTS TO BE STAINLESS STEEL 6 ALL PIPE SUPPORTS HARDWARE AND ANCHOR BOLTS TO BE SUPPLIED AND INSTALLED BY CONTRACTOR.
7.
~~AREAS WHERE BUILDING STRUCTURAL STEEL MEMBERS CANNOT BE USED TO SUPPORT PIPE, THE MECHANICAL CONTRACTOR SHALL SUPPLY AND INSTALL CROSS BEAMS TO ALLOW FOR PROPER SUPPORT SPACING.~~
8.
REFERENCE 30 MODEL CIMARRON 5600219026 10-28-2019. 5 PL3/4"THK OWGNO TITLE DRAWING TRACE.~BILITY LIST 8 7 6 5 4 EL. VARIES 12" PIPE MAX I I T7 +-t-+ L_I _ _J BASEPLATE DETAIL 3 8" ATTACHMENT MAT'L C.S 7 /8" DIA. HOLE 3/4" ADHESIVE ANCHOR MIN. EMB'NTT DEPTH 6-3/4" REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 EL. VA RIES 18" PIPE MAX ~ 112" DIA. HOLE 518" ADHESIVE ANCHOR MIN. EMB'NTT DEPTH 4-112" 2 PL 1/~"x 3"x 3** 5/8"; DIA. HOLE FOR 1;2* ANCHOR SOLT PROJECTION SHALL ACCOUNT FOR VARYING GROUT THICKNESS {TYP. 4) BASEPLATE, DETAIL 1 WI 5/80 ROD NOTE4 F E D C BASEPLATE DETAIL 4 3 3" ATTACHMENT MAT'L C.S. REVISIONS PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION I <I) G) VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDER.AL SERVICES 295 Bradley Blvd. Suite 300 Richland, W.t:,,, 99352 www.nuclearsolubons.veolia.com ~ ~ ,. r>:.. 1.6 *""'01(111',MTI;;,r., t0t,l.;1'-ltt; 1'><\\tl!(l**>l!i ~"'D("ll~~ ~>ll)<>ito<>1r<'IY l"J ~* IN~.* 1>1$ c-,:,e.., NT "°'1/o>NO. -** on ....... ~l!W' )NT>l!l*E'
~~IIE~ltt>l'LCE(! VUIO 1<n~.o,;rnc,;,; o,1cLoua u,n-,...,,1.r.o~t>:P,Wl.,MTH,)U'l l">E,PA-h'lfll e,:..,10,ro, ~ll'HON,,-'<:.~~
CIMARRON ~~~:::===~;.~~~~l----..'.:P.'.:Ul"."JP::_,A::,:N:'.':'.D'....'T.'.'.R::'.EA~T_::S:2._YS~T-=E~M..'.:P'.'.:RO~J'..:E~CT:.__ _ __j A PIPE SUPPORT DETAILS
r-8 I 7 I 6 I 5 i 4 I 3 I 2 I 1 -n I I F VWT Drawing Index F TITLE VNSFS Drawing Number \\/WT Drawing Number DRAWING INDEX VWT-E PM-000-DWG-P-000-00 5600219026-VWP-PX-LST-P000-00 LEGEND SHEET (1 OF 4) VWT-EPM-000-DWG-P-001 -00 5600219026-VVVP-PX-PID-P001-00 LEGEND SHEET (2 OF 4) VWT-E PM-000-DWG-P-002-00 5600219026-VWP-PX-PID-P002-00 LEGEND SHEET (3 OF 4) VWT-EPM-000-DWG-P-003-00 5600219026-VWP-PX-PID-P003-00 LEGEND SHEET (4 OF 4) VWT-EPM-000-DWG-P-004-00 5600219026-VWP-PX-PID-P004-00 E PFDs BIODENITRIFICATION TREATMENT SYSTEM VWT-EPM-000-DWG-P-100-00 5600219026-VWP-PX-PFD-P100-00 E SOLIDS HANDLING SYSTEM VWT-EPM-000-DWG-P-101-00 5600219026-VWP-PX-PFD-P 101-00 MASS BALANCE MASS BALANCE - PROCESS VWT-EPM-000-DWG-P-120-00 5600219026-VWP-PX-PFD-P120-00 MASS BALANCE - CHEMICALS VWT-EPM-000-DWG-P-121-00 5600219026-VWP-PX-PFD-P121-00 P&/Ds - BIODENffRIFICA TION TREATMENT SYSTEM BUFFER TANK AND TRANSFER PUMP VWT-EPM-000-DWG-P-200-00 5600219026-VWP-PX-PID-P200-00 MBBR REACTOR 1A AND 1 B VWT-EPM-000-DWG-P-201-00 5600219026-VVVP-PX-PID-P201-00 D METHANOL STORAGE TANK AND DOSING PUMP VWT-EPM-000-DWG-P-400-00 5600219026-VWP-PX-PID-P400-00 D MICRONUTRIENTS DOSING PUMP VWT-EPM-000-DWG-P-401-00 5600219026-VWP-PX-PID-P401-00 PHOSPHORIC ACID DOSING PUMP VWT-E PM-000-DWG-P-402-00 5600219026-VWP-PX-PID-P402-00 MBBR REACTOR 2 VWT-EPM-000-DWG-P-203-00 5600219026-VWP-PX-PID-P203-00 FLOCCULATION TANK VWT-EPM-000-DWG-P-204-00 5600219026-VWP-PX-PID-P204-00 DRUM FILTER VWT-E PM-000-DWG-P-206-00 5600219026-VWP-PX-PID-P206-00 DRUM FILTER EMULSION POLYMER SYSTEM VWT-EPM-000-DWG-P-405-00 5600219026-VWP-PX-PID-P405-00 TREATED WATER SUMP AND PUMP VWT-EPM-000-DWG-P-207-00 5600219026-VWP-PX-PID-P207-00 C P&/Ds - SOLIDS HANDLING SYSTEM C BACKWASH SUMP AND PUMP VWT-E PM-000-DWG-P-210-00 5600219026-VWP-PX-PID-P210-00 SLUDGE THICKENER AND FILTER PRESS FEED PUMP VWT-EPM-000-DWG-P-211-00 5600219026-VWP-PX-PID-P211-00 FERRIC CHLORIDE DOSING PUMP VWT-E PM-000-DWG-P-404-00 5600219026-VWP-PX-PID-P404-00 SLUDGE THICKENER EMULSION POLYMER SYSTEM VWT-E PM-000-DWG-P-406-00 5600219026-VWP-PX-PID-P406-00 SLUDGE THICKENER/MBBR BLOWER VWT-EPM-000-DWG-P-213-00 5600219026-VWP-PX-PID-P213-00 FILTER PRESS VWT-EPM-000-DWG-P-214-00 5600219026-VWP-PX-PID-P214-00 AREA SUMP AND PUMP VWT-EPM-000-DWG-P-215-00 5600219026-VWP-PX-PID-P215-00 irio F--- UTILITIES LL 0 B INSTRUMENT AIR HEADER VWT-E PM-000-DWG-P-300-00 5600219026-VVVP-PX-PID-P300-00 I .!!L SERVICE WATER HEADER VWT-E PM-000-DW G-P-301-00 5600219026-VWP-PX-PID-P301 -00 PRELIMINARY OR PERMIT SET. ~ NOT FOR CONSTRUCTION, ~ ~ RECORDING PURPOSES OR IMPLEMENTATION ~- (i) VEOLIA ; v e O LI A NUCLEAR SOLUTIONS_ FEDERAL SERVICES 295 Bradley Blvd. Suite 300 0 Richland, WA 99352 z www.nuclearsolutmns.veolia.com "' Tl-ff [',){"l*V.ENT [',A'?A At<D t-lfC<RV>.TICN C,)l,!T'll~[O r,;£f1EN AP,ECO:-!flCIENll'IL,vir. PRC'?!llH... I'!' TO (I/RION INC, t.Effiff'I Thi!. i'.n,~jMENI t10R "')J'!' o.i.n, OFi ~ NF,~~P:\\f.T~Tlif~f!N w,~ ;f PAOOI.JC:EIJ t,~f(' ll~tEA.r-ED 0~ OIH' tCSEO. ~IM!CtfC~ I\\! ;,l.RT...,n1cur Tl-IE El"RESSEOWII.ITTWC:.~SEIJTO~ !(IJll.l,,JN me-i NAME tl.'l~ PA~i CIMARRON A C ISSUE FOR DESIGN 10/31/19 ~ "~ PUMP AND TREAT SYSTEM PROJECT A s ~f,"Jt,'~ 6 ISSUE FOR DESIGN 8i1E!19 ~ ,~~-~E~~ R ~ N .:.3;,g.~ DRAWING INDEX rr S WATENPOOL t-1",~ A ISSUE FOR DESIGN 8!5i19 ~ I REF NUMBER I TITLE \\' OfSCR IPir;m ~

~~FI VWT-EPM-OOO-DWG-P-000-00 ps I~~

I DWGNO I TITLE I REFERENCES D,>.H onm,1..11u1110~r1 I/ I I DRAWING TRACEABILITY LIST I NEXT USED ON W't' REVISIONS SC~lE NONE I EDT I :;11~e:* 1 "1 L 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1 _J
8 I 7 I 6 I 5 I I I - n 4 3 2 1 I PRIMARY ELEMENT SYMBOLS ACTUATOR SYMBOLS PRESSURE RELIEF DEVICES GENERAL INSTRUMENT SYMBOLS GENERAL NOTES I (FLOW) SHARED ~ RUPTURE DISC OR DISCRETE DISPLAY PROGAl/lMABLE T MANUAL OPERATOR SAFETY HEAD FOR LOCATION/ACCESSIBILITY INSTRUMENTS AND CONTROL LOGIC PRESSURE RELIEF (DCS) CONTROL (EXPLOSION PANEL) F 0 TH ER MOWELL f DIAPHRAGM F ~ RUPTURE DISC OR FIELD MOUNTED SAFETf HEAD FOR --0-- MAGNETIC ? VACUUM RELIEF
~~1. FIELD OR LOCALL'i' MOUNTED.~~
~~0 PRESSURE BALANCED (EXPLOSION PANEL) DIAPHRAGM~~
~~2. ACCESSIBLE TO AN OPERATOR AT DEVICE.~~
~~--ID-- TURBINE OR PROPELLER 1r-- PRESSURE RELIEF OR SAFETY VALVE PRIMARY LOCATIOf\\l NORMALLY ACCESSIBLE TO AN OPERATOR~~

§-

~~ULTRASONIC CYLINDERi PISTON ~ VACUUM RELIEF VALVE~~
~~1. CENTRAL OR MAIN CONTROL ROOM 8 a~~
~~~ f--~~

~~G----~~

2. FRONT OF MAIN CONTRO L OR CONSOLE MOUNTED VORTEX r

3. VISIBLE ON VIDEO DISPLAY MOTOR OPERATED

4. ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE PILOT TUBE
~~---4--- PRESSURE AND RELIEF VALVE OR CONSERVATION VENT VALVE PRIMARY LOCATION NORMALLY INACCESSIBLE TO AN OPERATOR~~

~~ill-AVERAGING PILOT TUBE '~~

~~ELECTRO-HYDRAULIC ~ PILOT OPERATED~~
~~1. CENTRAL DR MAIN CONTROL ROOM 8 a~~
~

~~N-RELIEF VALVE WITH 2 REAR OF PANEL OR CABINET MOUNTED.~~

~~CORIOU~ REMOTE SENSOR~~
~~3. NOT VISIBLE ON VIDEO DISPLAY i~~
~~SINGLE SOLENOID iUSE APPROPRIATE~~
~~4. NOT NORMALLY ACCESSIBLE TO AN OPERATOR AT DEVICE. OR CONSOLE E~~
~~-{:::1----- RELIEF VALVE SYMBOL) E FLOW NOZZLE 1-PRESSURE REDUCING AUXILIARY LOCATION NORMALLY ACCESSIBLE TO AN OPERATOR~~

~~c:J--~~

~~VENTURI ~ HANDWHEEL-REGULATOR USED WITH ANY ACTUATOR ISELF-CONTAINEDI~~
~~1. SECONDARY OR LOCAL CONTROL ROOM 8 a~~
~~~ ---B------ WEDGE METER -L BACK PRESSURE REGULATOR~~
2. FIELD OR LOCAL CONTROL PANEL (SELF-CONTAINED)

3. FRONT OF SECONDARY OR LOCAL PANEL MOUNTED.
~~~ SINGLE SOLENOID WITH~~
~~4. VISIBLE ON VIDEO DISPLAY.~~
~~FLUME MANUAL RESET~~
~~5. ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE~~
_fl --t::::J-- PRESSURE REDUCING f-- WEIR --µ-- REGULATOR WITH AUXILIARY LOCATION NORMALLY INACCESSIBLE TO AN OPERATOR SINGLE SOLENOID v\\~TH EXTERNAL TAP REMOTE RESET -§-- POSITIVE DISPLACEMENT IL
~~1. SECONDARY OR LOCAL CONTROL ROOM.~~
~~8 a ~ BACK PRESSURE REGULATOR~~
~~2. FIELD OR LOCAL CONTROL PANEL.~~
~~~ ORIFICE IN ca_ WITH EXTERNAL TAP 3 REAR OF SECONDARY OR LOCAL PANEL OR CABINET MOUNTED.~~
~~4. NOT VISIBLE ON VIDEO DISPLAY.~~
~~QUICK CHANGE FITTING~~
~~5. NOT NORMALLY ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE.~~
--GJ-Tf PICAL CONTROL VALVE WIITH -1]_ TARGET POSITIONER AND SOLENOID DIFFERENTIAL PRESSURE REDUCING REGULATOR D FLOW CONDITIONING D EJ DEVICE FG _fl INSTRUMENT IDENTIFICATION LETTERS (ISA) TEMPERATURE REGULATOR -(:)-- FILLED SYSTEM TfPE ROTAMETER INSTRUMENT LINE SYMBOLS FIRST LETTER SUCCEEDING LETTERS --0--- INTEGRAL VALVE __t_ MEASURED OR MODIFIER READOUT OR OUTPUT MODIFIER ROTAMETER VACUUM BREAKER INITIATING VAR IABLE PP,SSIVE FUNCTION FUNCTION INSTRUMENT SUPPLY LINE A ANALYS IS ALARM --6-- GENERAL SYMBOL B BURNER, FLAME. COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE IN-LINE ELEMENT ELECTRIC SIGNAL _L XX=FS, FG. FE FT C USER'S CHOICE iTYPICALLY CONTROL CLOSED CONDUCTIVITY. ELECTRICAL) PNEUMATIC SIGNAL FIRE BREAKER ~ IN-LINE FLOW ELEMENT D USER'S CHOICE (TfPICALLY DIFFERENTIAL DIVERT \\'VlTH INTEGRAL DENSITY OR SPECIFIC GRAVITY) TRA.NSMITTER XXXX =MASS.COR IOLIS. L L L HYDRAULIC SIGNAL E VOLTAGE SENSOR (PRIMARY ELEMENT) lHERMAL. !NT. ORIFICE. FLOW RATE MISCELLANEOUS SYMBOLS F RATIO {FRACTION) C) CAPILLARY TUBE G USER'S CHOICE OR GLASS. VIEWING DEVICE C IN-LINE FLOW ELEMENT GAUGING (DIMENSIONAL} C V'/ITH <;FPAPOlF HAND HIGH ~ TRANSMITTER ELECTROMAGNETIC SIGNAL H XXXX
~~MASS CORIOLIS, 0~~
I CURRENT (ELECTRICAL) INDICATE THERMAL... UNDEFINED INTERLOCK LOGIC SOFTWARE OR DATA LINK J POWER SCAN X - ~ CHEMICAL SEAL/ DIAPHRAGM K TIME. TIME SCHEDULE TIME RATE CONTROL STATION FLOW SWITCH OF CHANGE
~~= H/L MECHANICAL LINK LEVEL LIGHT LOW L~~
~~@§] VAR IABLE FREQUENCY DRIVE M USER'S CHOICE (TYPICALLY MOMENTARY~~
~~MIDDLE,~~
-(:)- MOISTURE OR HUMIDITY! INTERMEDIATE FLOW GLASS D N USER'S CHOICE USER*s CHOICE USER'S CHOICE USER'S CHOICE PILOT LIGHT OR GAUGE 0 USER'S CHOICE ORIFICE, RESTRICTION OPEN y GLASS ILLUMINATOR PRESSURE. VACUUM POINT (TEST! CONNECTION / p 0C\\ Q QUANTITY OR HEAT DUTf INTEGRATE, INSTRUMENT WITH TOTALIZE RESTRICTION ORIFICE 101-135 LONG TAG NUMBER R RADIATION RECORD G;rn

~~l,f--------~~

s SPEED FREQUENCY SAFETY SWITCH .£a-- m DUAL FUNCTION OR T TEMPERATURE TRANSMIT TRANSMIT ~ (LEVEL) INSTRUMENTS SHAR ING lL COMMON HOUSING u MUL TIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION 0 B V VIBRATION. MECHANICAL VALVE. DAMPER, I ANALYSIS LOUVER
a.
WATER LEVEL w WEIGHT, FORCE WELL i l::,. ULTRASONIC ~ LEVEL X UNCLASSIFIED XAXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED y EVENT, STATE OR PRESENCE Y AXIS RELAY COMPUTE. 6 CONVERT PRELIMINARY OR PERMIT SET. ~ 0 LEVEL SWITCH z POSITION. DIMENSION ZAXIS DRIVER..ACTUATOR. NOT FOR CONSTRUCTION,
d.
UNCLASSIFIED FINAL RECORDING PURPOSES OR IMPLEMENTATION I CONTROL ELEMENT i-Ci)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 ~ Richland, WA 99352 ,w.rw.nuclectrsolutions.veolia.com 0 Ttlf"O.X,VW:!IT r.,,r.. MOINH1N 1,i!ATICNCCt./T~NE(lr.. EP.1;N ;. P.l::CO>lfle>EHTI.-I.L.... Ol'RV!'f,.IEl.>~Y lO!(VRION NC. NEfll1E~ Th!ISOOCU~~=,.,,NO~ ~'lYOol.TA 0~ 1'i INFORM.\\Ttot,JTI!EI-El!.i ~.,,.~ 5t ~ROOUCEtl \\'Sft' ~ELE-l5ED Oli Clt rtCHC ~ *'Yliol.E ci N FJ..R'!' VdTHO'JTTl!E E._~PRESSEDWRITT!:'.lo Cc~~rnTOF KL*U,)!,.: M ~ NAME OAT~ MN'l CIMARRON A ~ s'."i'AUST f~~ PUMP AND TREAT SYSTEM PROJECT A )/"oiVENS
i~
~~vr 6 ISSUE FOR DESIGN 10:31.'19 ~ s '. HERRoN "~ LEGEND SHEET WT S. WATENPOOL ..... ~ ( 1 OF 4) I~ A ISSUE FOR DESIGN 8i6f1Sl WT I REF NUMBER I TITLE t~~
~;
~~O~SO.~WTIUN ~~~

~~FI""'"" VWT-EPM-OOO-DWG-P-001-00 Is I~~

~~I DWGNO I T ITLE I REFERENCES 0.:-TE CE$1GIJAL' }1t>Rff( / I I DRAWING TRACEABILITY LIST I NEXT USED ON \\EiL' REVISIONS~~
1.,.>lf NONE

lrn, lssm 1 0'
1 L 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1 LJ
s I VALVE SYMBOLS --IOl--- OPEN BALL F CLOSED ---iJOO--- OPEN PLUG CLOSED --i><}-- OPEN GATE 114 CLOSED --!XI-- OPEN GLOBE CLOSED ~ OPEN NEEDLE E 1114 CLOSED

~~!)0-PINCH~~

~~--i '-.1-- BUTTERFLY ---l'J-- CHECK r ANGLE -r-- THREE WAY ~ FOUR WAY D w kNIFE~~

~~V'-J--~~

~~DIAPHRAGM~~

~~0---~~

GENERIC ROTARY (1 /4 TURN) --N-STOP CHECK 1 SAMPLE --iSI-- ROTARY VALVE EXCESS FLOW VALVE 10;! DIVERTER VALVE [K8 2 VALVE MANIFOLD C ~ 3 V,OilVE MANIFOLD jxxxxx j 5 VALVE MANIFOLD LINE SYMBOLS PRIMARY LINE SEGMENT SECONDAR~ LINE SEGMENT EXISTING/BY OTHERS B HOSE A L_ 8 I 7 I 6 PIPING FITTINGS

~~D---~~

~~CONCENTRIC REDUCER~~

~~p-ECCENTRIC REDUCER~~

{

HOSE CONNECTION ---qi QUICK DISCONNECT --i* FLANGE CONNECTION ~ BLIND FLANGE ---0 PLUG ---0 CAP ~ 11-- UNION ---If--- PACKAGED EQUIPMENT FLANGE WELDED CONNECTION ~T1-- BLANK WITH FLANGES ~ ~I-- CLOSED FIGURE B BLIND WITH FLANGES ~ ~I-- OPEN FIGURE 8 BLIND WITH FLANGES ~ ' I-- SPACER WITH FLANGES DRAWING CONNECTOR SYMBOLS r--- 3.1 I LIMITS TO DRA~ING BORDER SERVICE DESCRIPTION CONNECTOR -j XXXXX !P&ID NO.
~~~i)~~~~~OR NUMBER ORIGIN/DESTINATION~~
- - ------ 3i ______, LIMITS FROM DRAWING BORDER I PRIMARY/ SERVICE DESCRIPTION SECONDARY CONNECTOR -j xxxxx IP&ID NO. ~~~~~~~~NT NUMBER ORIGIN/DESTINATION SIGNAL CONNECTOR CONNECTOR ~ UTILITY NUMBER ~ CONNECTOR 0 xxTx TIE IN TIE-IN NUMBER ~ DRAIN CONNECTOR SYMBOLS 7 CONNECTOR NUMBER DESTINATION LINE SERVICE CODE CONNECTOR NUMBER DESTINATION LINE SERVICE CODE xxxxx OPEN YYY DRAIN P&ID NO. xxxxx yyy P&ID NO. CLOSED DR.A.IN ~ OPEN DESTINATION DRAIN LINE SERVICE CODE NO PID CLOSED DRAIN DESTINATION NO PIO LINE SERVICE CODE I 6 5 4 MISCELLANEOUS SYMBOLS PIPING SPECIALITY SYMBOLS FLOW ARROW 0 PURGE ~ SAMPLE y ~ X GAP NOTE REFERENCE SYMBOL (XX.= NOTE NUMBER, ROTATE ARROW AS REQUIRED\\ PURGE CONNECTION (XXXX = PURGE PRESSURE }\\ND MEDIUM) SAMPLE CONNECTION (XX/YY = TYPEfNUMBER) GRAVITY FLOW BATTERY LIMITS (OR MATCH LINE) PACKAGED EQUIPMENT LIMITS(LINE) I "'" INSIDE I I OU [SIDE ABOVE GROUND BELOW I GROUND I PIPE MAT'L PIPE MATL SPEC I EC SEGMENT BREAKER POINT OF CHANGE IN LINE CLASS OR INSULATION REQUIREMENT NOZZLE SYMBOLS --1 SINGLE LINE =I I DOUBLE LINE ASSUMED 0 FRONT FACING --II FLANGE --©--- CONE STRAINER --©--- TEMPORARY STRAINER -D-g T-TYPE STRAINER ~ I 8 I DUPLEX STRAINER Y-TYPE STRAINER ill -{J+- BASKET STRAINER ~ lli VENT SILENCER I ---m--- INLINE SILENCER p 6

~~m----~~

FLAME ARRESTOR _£ E l ---m--- DETONATION ARRESTOR _f_ _s_ l STEAM TRAP --{§- DESUPERHEATER p pp 6 ---N-- FILTER 1 BREATHER L ~ DAMPER ~ ---c::)-- EXPANSION JOINT ~ INLINE MIXER _l REMOVABLE SPOOL RS --[J<::J-EJECTOR/ EDUC TOR _Q_ PULSATION DAMPENER ~ REDUCED PRESSURE WNE 6ACKFLOW PREVENTER ,-------,------ ------tl_R_EF_ N_U_M_B_E_R_~l-:=::,:-::c-c-::.,,..-TI_T_LE ____ -,, ~* I DWG NO I TITLE I REFERENCES I DRAWING TRACEABILITY LIST I NE><T USED ON 5 t 4 3 ECCENTRIC REDUCING EXPANSION JOINT CONCENTR IC REDUCING EXPANSION JOINT COMBINATION AIR FIL TERI REGULATOR W/GAUGE DIFFUSER DIELECTRIC FLANGE KIT FLEXIBLE HOSE VENT COVER INSULATION INSULATION PIPE WITH ELECTRIC HEAT TRACE INSULATION PIPE WITH STEAM HEAT TRACE PERSONNEL PROTECTION MANWAY EXHAUST HEAD INJECTION QUILL CALIBRATION COLUMN ISSUE !=OR DESIGN ISSUE FOR DESIGN REVISIONS 3 I I 2 I GENERAL NOTES PRELIMINARY OR PERMIT SET. NOTFORCONSTRUCTIO~ RECORDING PURPOSES OR IMPLEMENTATION ~ "'~""""'"'

~~'"' I o,~,o VWT*EPM-QQQ-DWG*P*002*00~~

/ ~ " NONE Im !,,en 1 2 I -n F E D C lL 0 I J!L _ U
8 7 F E ~ ATO C A TO O AG AOJ ATM AVG BIEL BF BFP BL BLD BTL BW BY P ~ cc CL CLC CLO CFM co co CONN CP csc cso CTR CW ocs DE DES DIA DP DIP ORN DT DWG ~ (E) EL ESD EXT ABBREVIATIONS AIRTO CLOSE AIRTO OPEN ABOV E GRO UNO AUTOIOFF!JOG ATMOSPHERE AVERAGE BOTTOM ELEVATION BLIND FLANGE BACK FLOW PR EVENTER BATTERY LIMIT BLIND BOTTOM TANGENT LINE BACKWASH BYPASS CHEMIC.AL CLEANOUT CENTER LINE CHAIN LOCK CLOSED CHAIN LOCK OPEN CUBIC FEET PER MINUTE CLEAN OUT CHAIN OPERATED CONNECTION CORROSION PROBE CAR SEAL CLOSED CAR SEAL OPEN CENTER CITY WATER (POTABLE) ~ MIN MINIMUM AIR I I MOV MOTOR OPERATED VALVE AS MANWAY ASC L...1..'.:'.!.. 1-- i N-) t--N-C--N-0-R-MA-L-LY_ C_L_OS_E_D _ __, AV I NNF NOR MALLY NO FLOW BO I NO NORMALLY OPEN SFW 1 NOZ NOZZLE Bl '--1_ ( - 1 -- AL---V-ER-A-L L_L_E_ NG- 'T_H ______

~~i BP 0/C OPEN/CLOSE BR OD OUTSIDE DIAMETER BRR OF OV ERFLOW BRS 010 ON/OFF BW OP OUTPUT BWS OSBL OUTSIDE BATTERY LIMITS B\\rWIJ OVHD OVERHEAD CA (P-i t--P-A--P-U>-.N-T_A_IR _______~~

__, CaCI PLC PROGRAMMABLE LOGIC CONTROLLER CC PO PUMP OUT CEB PRESS PRESSURE CERC PSIG POUNDS PER SQ UARE INCH-GAUGE CERP CIP PV PROCESS VARIABLE CIPW PW PU>.NT WATER ,__--+--- ---------------< CO2 I (R) I I I I (R) RELOCATED COAG RED REDUCER CV REQO REQUIRED CW RF RAISED FAC E FLANGE CWR RO REVERSE OSMOSIS CWS DISTRIBUTED CONTROL SYSTEM I RPM REVOLUTIONS PER MINUTE DA DE-ENERGIZE I RTD RESISTANCE TEMPERATURE DETECTOR DBNPA DESIGN ._1 _ _ R_T J __ R_IN_G_TY _ PE_J_O_IN_T _FL_A_NG_E ____

~~i DC~~

~~~~~::EPRRESSURE r :~FM~~
~~~::~:;:~ :!~T~~~T PER MINUTE~~
~:~ DIFFERENTIAL PRESSURE SCH SCHEDULE DI DRAIN I SD SHUTDOWN DMW DESIGN TEMPERATURE I SG SPECIFIC GRAVITY DR DRAWING I SIS SAFETY INSTRUMENTED SYSTEM DS EXISTING I SO STEAM OUT DSA ELEVATION I SP SET POINT DSPT EMERGENCY SHUTDOWN I SS SOFT-SEAT VA LVE DW EXTERNAL I S-S SEAM TO SEAM EDTA FURNISHED SIS START/STOP FURNISHED & PIPED SSH STRAIGHT SIDE HEIGHT ER FC FAIL CLOSED SSL STRAIGHT SIDE LENGTH FA FD FLEX*DISC VALVE STD STAND,,I\\RD FeCl2 Fl FAILINDETERMINATE SW SEAL WATER FeC13 Fl FAIL LOCKED (LAST POSITION) SWD SIDE WATER DEPTH FF FLG FLANGE _l12.. TIC THERMOCOUPLE FG FO FAIL OPEN TDH TOTAL DIFFERENTIAL HEAD (FT OF FLUID) FIL FOB FLAT ON BOTTOM TIEL TOP ELEVATION FO FOF FACE OF FLANGE TEMP TEMPERATURE FPRO FP FULL PORT T-F TANGENT TQ FLANGE FPROC FRL FILTERIREGULATOR\\LUBRICATOR THRO THREADED FPROP FV FULL VACUUM TL TANGENT LINE FRO GAL GALLONS I TO L THREAD-0-LET FW GO GEAR OPERATED I T-S TANGENT TO SEAM GLR GPO GALLONS PER DAY TSO TIGHT SHUT-OFF GLS GPH GALLONS PER HOUR I TIT TANGENT TO TANGENT GW GPM GALLONS PER MINUTE I TYP TYPICAL HZS04 l---+----------------1 H3P04 -+--G_R _ G_R_AD_E ____ J..-'-1 (U-'-! _ U_G __ u_ N_D_ER_ G_R_o_uN_D _______ -1 H C j:! :~
~~~:: ~~NN~C ! ION~~
~~~ ~:c ~~~~~ 1 BREAKER Hr.I HOR HG HH HI HOA HP HP HPT HEADER VFD V.ARIABLE FREQUENCY DRIVE ~:COZ~~
~~DE:i:tERCURY~~
~~: ~:::ELE SPEED DRIVE IA 1---+--- --=-----------1 IS HIGH ~ W/ WITH LNG HAND/OFF/AUTOMATIC we WATER COLUMN LO HORSEPOWER \\o'VO WATER DEPTH LPC02 HIGH PRESSURE WL WATER LEVEL LPG HIGH POINT W/0 WITHOUT LST HT HT&I HEIGHT 'vW WORKING VOLUME lDDES NOT LS HEAT TRACE & INSULATE INCLUDE FREE SOARD OR HEEL) ( MCN J!!._ lac IAS le ID lh INV ls B ISBL ~ LC INSULATION ACOUSTIC ME INSTRUMENT AIR SUPPLY MR INSULATION COLD MS INSIDE DIAMETER MgO INSULATION HOT N INVERT Na INSULATION SAFETY NaEDTA INSIDE BATTERY LIMITS LOCKED CLOSED NaHS LO LOCKED OPEN LO LOW LP LOW PRESSURE LPT LOW PO INT NaHS03 NaOCJ NaOH I ~ (~~-: -:R~-~~':: ~v-1 1~-~-~ -ED-B~10~ F~IL_M_R-EA~c-TO~ R~) MTL MH MATERIAL MANHOLE Na2S204 NAS A L_ 8 I 7 I 6 I 5 LINE SERVICE CODES ATMOSPHERIC AIR ANTl~SCAL.A.NT AIR SCOUR ATMOSPHERIC VENT SLOWDOWN BOILER F EEO WATER BIOCIDE BACK PULSE BRINE NG NH NH40H OFV ows 02 OIL PA NATURAL GAS AMMONIA AMMONIUM HYDROXIDE OVERFLOW OILY WATER SEWER OXYGEN OIL PLANT AIR PC PROCES S CONDENSATE BRINE RETURN BRINE SUPPLY BLACK WATER ~ ~,-.P-ER~~m~ PE~R-LIT...,E) BACKWASH SUPPLY BACKWASH WASTE COMPRESSED AIR CALCIUM CHLORIDE CONTAMINABLE CONDENSATE CHEMICALLY ENHANCED CERAMEM CONCENTRATE CERAMEM PERMEATE CIP SOLUTION CIP WASTE CARBON DIOXIDE COAGULANT COLD VENT CLARIFIED WATER COO LI NG WATER RETURN COOLING WATER SUPPLY DILUTED ACID DBNPA DILUTE CAUSTIC DEFOAMER DILUTE HYDROCHLORIC ACID DISTILLATE DE MINERALIZED WATER DRAIN DI LUTION STEAM DILUTE SULFURIC ACID DISPERSANT DRINKING WATER ETHYLENE DIAMINE TETRA ACETIC ACID ETHYLENE REFRIGERAN T FILTER AID FERROUS CHLORIDE FERRIC CHLORIDE (34%) FLUSHING FLUID FUEL GAS FILTRATE FUEL OIL FIRST PASS REVERSE OSMOSIS FPRO CONCENTRATE FPRO PERMEATE FROTH OIL FILTERED WATER GLYCOL RETURN GLYCOL SUPPLY GROUNDWATER SULFURIC ACID (93%) PHOSPHORIC ACID HYDROGEN HYnRnr.HI (H?lr. A.r.lf) (\\7%) HIGH PRESSURE CARBON DIOXIDE HIGH PRESSURE STEAM INSTRUMENT AIR INTERMEDIATE PRESSURE STEAM LIQUEFIED NATURAL GAS LUBE OIL LOW PRESSURE CARSON DIOXIDE LIQUEFIED PETROLEUM GAS LOW PRESSURE STEAM LIME SLURRY MICRONUTRIENTJ& METHANOL MIXED REFRIGERANT MEDIUM PRESSURE STEAM MAGNESIUM OXIDE SLURRY NITROGEN SODIUM SODIUM ETHYLENE DAMINE TETRA ACETIC AC ID SODIUM HYDROGEN SULFIDE OR SODIUM HYDROSULFIDE SODIUM BISULPHITEi BISULFITE SODIUM HYPOCHLORITE CAUSTIC t5D%) OR SODIUM HYDROXIDE SODIUM HYOROSULFITE CAUSTIC SEWER PO POLYMER PR PRW PW POTW QO RO ROC ROP RS RV RW SA SC SF SG SKO SL so SPRO SPROC SPROP ss STS svw SW SWR sws TW TWR TWS VAP vc VE VR WF WO WN WNO UFW UF CONC PROPYLENE REFRIGERANT PRODUCED WATER PROCESS WATER POTABLE WATER QUENCH OIL RO PRODUCT WATER RO CONCENTRATE RO PERMEATE RECOVERED SLOPS RELIEF VENT RAW WATER SODA ASH STEAM CONDENSATE SURFACTANT SYNTHESIS GAS SKIMMED OIL SLUDGE SEAL OIL SECOND PASS REVERSE OSMOSIS SPRO CONCENTRATE SPRO PERMEATE SANITARY SEWER STORM SEWER SERVICE WATER SOFT WATER SEA WATER RETURN SEA WATER SUPPLY TREATED WATER TEMPERED WATER RETURN TEMPERED WATER SUPPLY VAPOR VACUUM CONDENSATE VACUUM EXHAUST VAPOR RECOVER WARM FLARE WASH OIL WASTE WATER WASH/ WASTE OIL UL TRAFILTRATION WASTE UL TRAFILTRATION CONCENTRATE 4 PIPING CLASS CODES 1ST CHARACTER NOMINAL PRESSURE RATING A
CLASS 150 B - CLASS 300 C - CLASS 600 D

CLASS 900 E - CLASS 1500 F-CLASS 125 2ND CHARACTER GENERAL MATERIAL TYPE A-PVC B - CPVC C - CARBON STEEL D

ALLOY 20 E

HASTELLOW F - FRP G - GALVANIZED STEEL H - HOPE J - POLYPROPYLENE K

PVDF (KYNAR)
~~L - LI NED CARBON STEEL M - MONEL N - DOUBLE CONTAINED (PTFE/CPVC) P - PVC OR CPVC 5~~
~~STAINLESS STEEL 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING~~
- SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE MATERIAL CLASS 5TH CHARACTER - MODIFIER X - DESIGNATOR INDICATING MODIFICATION NOTE: NOT NORMALLY USED INTHE PIPE MATERIAL CLASS NAME. USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES MODIFICATION TD SATISFY PROJECT SPECIFIC REQUIREMENTS,EITHER DUE TO CLIENT SPECIFICATIONS AND/ OR SPECIAL PROJECT REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL CLASSIFICATION SHALL BE MARKED W ITH THE PROJECT OR TENDER NUMBER AND USED ONLY FOR THE APPLICABLE PROJECT OR TENDER.
EXAMPLE 150# CLASS, CARBON STEEL. 2ND CARBON STEEL PIPE MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION CLASS CF CT DG CLASSIFICATION OF EQUIPMENT SUBJECT MIXING EQUIPMENT BLOWERS COMPRESSORS CLARIFIERS COOLING TOWERS DESCRIPTION AGITATORS, AERATORS, CENTRIFUGAL BLOWERS. POSITIVE DISPLACEMENT BLOWERS. FANS CENTRIFUGAL, RECIPROCATING, SCREW VACUUM LAMELLA. ACTIFLO, MULTIFLO DEGASSER WITH PACKED SECTION. I DI ION EXCHANGE SOFTENERS, STRONG ACID CATIONS WEAK 8..0.SE ANIONS, FP RO SP ST TK VESSELS STRONG BASE ANIONS M(XED BEDS HEAT EXCHANGERS UNFIRED HEAT EXCHANGERS, CONDENSERS. FILTERS FILTER PRESS HEATER PUMPS REACTORS REVERSE OSMOSIS SUMP SLUDGE THICKENER TOWERS/COLUMNS TANKS MISCELLANEOUS EQUIPMENT DRUMS COOLERS REBOILERS, VAPORIZERS AND HEATING COILS DOUBLE PIPE SPIRAL PLATE & FRAME AIR COOLERS MULTIMEDIA, CARTRIDGE. DISC HORIZONTAL. BELT IMMERSIBLE HEATER; INLINE HEATER HORIZONTAL. VERTICAL INLINE, CENTRIFUGAL SUMP µ0,11 M, LJIS~LAClcMlcNI, PROGRESSIVE CAVITY. LIQUID RING VACUUM, VERTICAL CAN, SCREW, GEAR RO UNITS, BUILDING, FILTRATE WITH TRAY ED OR PACKED INTERNALS APIATOMSPHERIC & LOW PRESSURE BINS, SILOS. MECHANICAL DRIVERS (STATIC MIXER. INLINE MIXER! SEPARATORS, DRIERS. ACCUMULATORS 3 I 2 - n CODE I UNIT CODE UNIT PROCESS I UTILITIES CHE MICALS INSULATION CODE HT&I HEAT TRACE P.ND INSULATE IAC INSULATION ACCO US TIC IC INSULATION COLD IH INSULATION HOT IS INSULATION SAFETY N NONE INSTRUMENT NUMBERING [IF THE CLIENT'S STD. REQUIREMENT, INSTRUMENT DATA IDENTIFICATION CAN BE CHANGED) LINE NUMBERING TAG SEQUENCE NUMBER [BASED ON P&ID NUMBER) LINE SERVICE CODE ~ 11 PIPING CLASS CODE PIPE SIZE ~ J_ r-INSULATIONCODE 1-BRS-10000-AS01 -HT&I (IF THE CLIENT'S STANDARD REQUIREMENT, LINE 0,.0.TA IDENTIFICATION CAN BE CHANGED) EQUIPMENT NUMBERING TAG SEQUENCE NUMBER (3 DIGITS\\: ~ UNIT cooE I I wmx roR 1DCNTICAL cauirMctn-EOUIPMENT ITEM CODE: 7 1 l P-1001A (IF THE CLIENTC CTD. ncau1ncMrnT, CQUlrMDJT DATA IDCIJTIFICATIOJ. CAIi c Cl l,'.IK\\ED) MANUAL VALVE NUMBERING UNIT CODE: 71 fr TAG SEQUENCE NUMBER (3 DIGITS) TAG PREFIX BASED ON EQUIPMENT NUMBER: (NOTE1 ' 7 1 SUFFIX FOR VALUES AROUND l SAME EQUIPMENT MV-1001A (IF THE CLIENTS STANDARD REQUIREMENT VALVE DATA IDENTIFICATION CAN BE CHANGED) GENERAL NOTES ! ) MANUAL VALVE PREFIX TO BE* CV* CHECK VALVE & MV - FOR ALL OTHER VALVE TYPES.
~~2. 1W 1 WORKING 1S: 1 STANDBY PRELIMINARY OR PERMIT SET.~~
NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C u, 0 I ,S!l._ ~ ~ 6 0:: II: I §1 ,--~~======================:::...--ii-Ci) VEOLIA ISSUE FUR DESIGN Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bra~iii1:~*:t0t~*sm ~ www.nuclearsolutions.veolia.com c ~ Tl-if OCX:l*.1.~:.NT ~ TA Ml;'} INfORM','\\TlCN C.001.\\NHI TI-lt ~E"'.,,_iECO!Jflti Elm AL ""'° P~o;,~1c,.1.,,,.- Tu !< L=FIIOt.: B.IC'. I.IEITkF.li 'IS OotW,.\\H. ! NOFI :.1,,1v 0.i.TA. Of. I\\JFUIU.!.HIO,I n t!:IHI!. ~'.f..V SE 'IIOOUCF.D. L*SEI" R£LEASED 0~ OlffLCSrn. tH'\\+!C LE C~ N !'t,Fl r WT>101rr )1,1£EOlll,~Sl'O W~l!Ts:l>J C<.J!,;£E),,ITOF !<l<IU.:JN 't,I(' ~ NAME '"~ CIMARRON M.DIVE~ B. FAUST r~~ 'l A ./ vwrffM~.'=~of.N~EN~S;---, ~~~~~~1---__1:P~U~M~P~A~N~D~T~RE~A~T~S~Y~S~TE~M~PR~O= J~E~C~ T __ ___j 1--1--1----------+--+--+---t"-= .,.0,ve:::c::- ~-::,,,li;rs"'
~~.-H'arER=R=oN--t:s'~~
~~"" "'::--',,':::--l LEGEND SHEET s 1ssuE FOR DESIGN s;1&1e ./ vwr 's. WATENPOOL c,,w~ (3 OF 4) ISSUE FOR DESIGN M.DlVE~ ~------+'"':::..,_-----=,.j ./ vwr l-------'-------- --+I - RE~ F~ N-U~M-B_E_R __ 1 T_ IT-LE------lt* I DWG NO I TITLE I REFERENCES I DRAWING TRACEAB ILITY LIST I NEXT USED ON REVISIONS 6 I 5 t 4 I 3 I 2 _l_J
F E D C B A I U_ I 0 LJ EJ 8 DOSING HO RIZONTAL CENTRIFUGAL LIQUID RING VACUUM METERING PERISTALTIC DOME ROOF OPEN TOP INTERNAL FLOATING ROOF I 7 6 I T ITLE J REF NUMBER J REFERENCES j NEXT USED ON 4 PLATE AND FRAME SPIRAL HEAT IOi----1 I .!.I, IIJI TEMA TYPE SEPARATOR 1------- LI OIL-WATER SEPARATOR STORAGE SPHERE AND FURNACE FURNACE 0 SPHERE l I 2 VESSEL AND MISCELLANEOUS VESSEL DETAIL DEGASSIFIER SOFTENER/ MULTIMEDIA FILTER VESSEL VESSEL WITH PACKEQ SECTION VESSEL WITH TR~YED INTERNALS J 1--- ---- r PRELIMINARY OR PERMIT SET. NOT FOR CONSTRU~~~~R IMPLEMENTATION RECORDING PURPO F E D C iii
~~o 9~~
F E D C B A 8 7 swv FROM SERVICE WATER HEADER ~ e,CM DRLJM FILTER ~ TE H ,--s7 ~ : ~ I l l - I - P--20_5_0-------- L _J PHOSPHORIC ACID PHOSPHOR IC ACID DRLJM A-2100 Mic"RoNLJTRIENT MIXER DOSING PUMP (1W) SKID ,--7 l ~I __,lr--i___j I P~2i00 MicR<SNLJTRIENT WW TK-2000 METHANOL BULK STORAGE TANK FROM URANIUM IX TREATMENT SYSTEM (BY VNSFS) P101 -00 FROM AREA SUMP AIR P101-00 FROM THICKENER/ MBBR BLOWER 8 L _J DOSING PLJMP I1Wl TK-1000 BUFFER TANK 7 U-1050A MBBR STATIC MIXER r---- -----7 I I I I I u,: I I I -8 P-1 005 TRANSFER PLJMP (lW) 6 TK-10S0A Mii'Eii'i"i'ii"tlK 1A TK-1050B Mliii'Ri'ii"NK 18 6 5 TK-1100 MOOR TAtJI( L DWGNO TITLE DRAWING TRACEABILITY LIST 5 TK-1150 i"'uiccuLATIOts ~ P-1 2:ZS BACKWASH SUMP PUMP ~ 4 SP-1 220 siic'i<wASH SUMP {8Y VNSFS) REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 ISSUE FOR DESIGN ISSUE FOR DESIGN 3 SP-1210 TREATED WATER SUMP (BYVNSFS) REVISIONS 8/16r19 8!6}19 2 FW VFS-EPM-DWG-P-115 TO EFFLUENT TANK (OY VtJ3fS) PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F VWT-EPM-OOO-OWG-P-100-00 SC~LE NONE SHffi 1 2 Of 1 F E D C
u.
0 I (j) A
F E D C B A 8 7 swv FROM SERVICE WATER HEADER SL P\\00-00 FROM BACKWASH SUMP PUMP n i __ s7 L~---+-{:S~ll-1 - P---2--1--50-------------< FERRIC CHLORIDE svw FERRIC CHLORIDE TOTE L _J DOSING PUMP (1W) 1~FR-OM~SE-RV-ICE-W-AT-ER--~ - -i (BY VNSFS) I PACKAGE 1 Q__ l-- 1 I I I THICKENER L --_J POLYMER TOTE NOTES.
~~1. PER LITE TO BE ADDED BY OPERATOR BEFORE EACH PRECOAT CYCLE.~~
8 7 B-1250 THICKENER/ MBBR BLOWER ~ 6 U-2152 FERRIC CHLORIDE STATIC MIXER (1Wi U-22 10 POLYMER STATiciiiiXER (1W) 6 A-1255 SLUDGE RAKE (1W) TK-1250 THICKENER ~ SP-1275 AREA SUMP TiWl 5 DWGNO 4 P-1300 PACKAGE (PIPING BY VVVT) 3 2 L FlUER PRESS ~ FEED PUMP ~ l~-----------------~>------------------,l,_ Fl~ LTC..,E~RlC'- AK_E ______ _::_::::) v' I I TO DISPOSAL /,)\\ FIL ,----------<~>-----------------------------------------------------{I
~~==r1E P1~o~~~
O-£! OOc=====:J TO BUFFER TANK I ~-~~:6 SUMP PUMP ~ ISSUE FOR DESIGN ISSUE FOR DESIGN REF NUMBER TITLE TITLE REFERENCES AIR P100-00 TO MBBRs PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION PFD SOLIDS HANDLING SYSTEM VWT-EPM-OOO-DWG-P-101-00 j c DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 5 t 4 3 2 F E D C lL 0 I ti)
1-- I I I I I I - n 8 7 6 5 4 3 2 1 I I F F E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I-V V V "V "V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V vvvv v v V ¥' V V V V V vvvvvv V V V V V V V V V V V V V V V V ["\\ Flocculation Drumfilter Treated Drumfilter Backwash Thickener Thickener Buffer Tank MBBR lA& MBBR2 Area Sump Influent Tank Water Sump Sump Filter Cake Filtrate Effluent 1B Effluent Effluent Effluent Backwash Underflow Overflow Effluent \\ Effluent Effluent Effluent ~ ~ A A A. A A A A A A A A. AA.AAA.AA AA.AA.AAA AAA.AAA.A A A A A A A A A A A A .A.. .A.. .A. .A .A D Normal Flow gpm 250 257.6 257.7 257.7 257.7 250.0 250.0 7.7 7.7 1.7 6.1 0.2 1.5 7.6 D Peak Flow gpm 250 280 280 280 280 280 280 21 21 215 21 215 30 pH SU Concentration TSS mg/I 5 21 176 132 15 15 5418 5418 20000 342 200000 1321 535 N03-N mg/I 150 146 10 10 10 10 10 10 10 10 10 9.9 10.0 Mass TSS lb/d 15 64 546 408 45.0 45.0 501 501 476 25 512 24 49 N03-N lb/d 450 451 31 31 30.0 30.0 0.9 0.9 0.2 0.7 0.03 0.2 0.9 C C Gju Ee.__ ~ w.. 0 B I .::'.L 8 ~ C: fi' PRELIMINARY OR PERMIT SET. i NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION ~ (i)veOLIA VEOLIA ~ NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 0 Richland, WA 99352 z www.nuclearsolutions.veolia.com ~ THf thX'l*~O.Nl' OJ.l'A. AAD NfG!U/.,\\TIC~ CONl.l,l!.!EO THEfl EN,~ ffECOIHlDEf.Jll.\\L,\\.lln PIWPlilETARYM KU~1:i,.: Nl.J./EIT1,ER Tl<l~\\'.lOCli1.'£1JlNO~.\\NYN,.T,I..I.)!; ttlfDIWATION TI-IEREJN ~*J.\\ &E?~Cnl.lC.EO llSE[I RFL~:.!:El'I OR l'IJ!.('l(l::i:o JJWHCLECR N S>Ul....,n-10111 ll-1£ E).P~f::SEtl't',1tfn8<C$Et..!T :,~ ~URIOI--/, 11..C-NAME o,o;~ FA>J'I' CIMARRON A C ISSUE FOR DESIGN 10!31/19 ~ s'_ 'i"Ausr "~ PUMP AND TREAT SYSTEM PROJECT A 1i~~'"DfvENS
~~S':'11<~~~
~~s ISSU E F"OR DESIGN S116!19 ~ 's. HERRON .:.l~ T PFD s:-w11rrNPoOL ~~ MASS BALANCE - PROCESS ~ A ISSUE FOR DESIGN 8l6i*l9 I REF NUMBER I Tl 1LE ~ OliSCIIIP'i l."1t.: RE\\' ~~~

~~FI'"""'~~

\\/WT-EPM-OOO-DWG-P-120-00 c I I DWGNO I TITLE I REFERENCES ,~, Dftl~>; J,\\,11lKr.lTY / I I DRAWING TRACEABILITY LIST I NEXT USED ON REVISIONS sc:,u NONE Elli S!ltt'i 1 ()f-1 L 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1 _J ~
i - 8 I 7 I 6 I 5 4 I 3 I 2 I 1 -n I I F F E E A B C D E F G H Phosphoric '"\\ Drumfilter Ferric Thickener Perlite Methanol Micronutrient Perlite Acid Polymer Chloride Polymer Recycle D )&, D Dosage mg/I 439.8 8.5 1 462 1 %solution 100% 75% 100% 30% 33% 30% Sp e ci fi c G ra vi ty 0.79 1.58 1.03 1.42 1.03 Flow gpd 206 2.6 0.3 1.2 29.8 0.04 600 i-Mass lb/d 1360 26 3 116 0 60 C C rlju ~
u.
0 B I .lQ._ ~ a: PRELIMINARY OR PERMIT SET. ~ NOT FOR CONSTRUCTION, i RECORDING PURPOSES OR IMPLEMENTATION / § (i)veOLIA VEOLIA ~ NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 0 Richland, WA 99352 z www.nuclearsolutions.veolia.com ~ THf.[!.){:~1.1:t.NT DAT,t, ANO INfORIMTIGlJt:ONHl!<I[!) fHE~fl!o/J,ijE CONfVH.'Hl.t -1.N [l ?R('IP,l;lfl/l.l~ fl1 ~l/lHON I!,[". llfffif~~ THI!; oocu,,c,nNO~.\\l,IVDATAO~ i tlFORl.'!t.1'1,'l1,,1 lHF.li:F.** L~\\ F,E P~OOU0:£0 IJ!;HI ~Eti!ASED 01! Dl~C'lOCrn IIJ l\\lllClE c~,,, P,l,l[ff.,,,Hl!O'JT 1l!E EVRE~.CEll v;amEs CO.~(IH N WV RON. t,;t* NAME 0,>.~ FM! CIMARRON A C ISSUE FOR DESIGN 10!31i1 9 ~ B... FAUS1 ~~ PUMP AND TREAT SYSTEM PROJECT A wr ttDTvENS 1/4 ~ s ISSUE FOR DESIGN 8116!19 I~ s'."H°ERRoN Ci:)$"~ PFD
~~s. WA~iENPOOL~~
~~~~ MASS BALANCE - CHEMICALS ~ A ISSUE FOR DESIGN 8!6i'l9 I REF NUMBER I TITLE \\ mo U\\* ~~~
Cf r.,,*u*
Jc OEStfl lP1 10f,, \\/WT-EPM-OOO-DWG-P-121-00 I I DWGNO I TITLE I REFERENCES .~ " DE!:llnAU11WflrrY I/ F I DRAWING TRACEABILITY LIST I NEXT USED ON REVISIONS NONE Im, I'""' 1 Cf 1 L 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1 LJ ~}}

ML21076A486

Text

i

Navigation menu

Search