ML21076A494

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Cimarron Environmental Response Trust Facility Decommissioning Plan, Revision 2, Appendix J, Compiled, Part 4
ML21076A494
Person / Time
Site: 07000925
Issue date: 02/26/2021
From:
Environmental Properties Management, Enercon Services, Burns & McDonnell Engineering Co, Veolia Nuclear Solutions Federal Services
To:
Office of Nuclear Material Safety and Safeguards, Cimarron Environmental Response Trust, NRC Region 4
Shared Package
ML21076A479 List:
References
Download: ML21076A494 (66)
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Text

{{#Wiki_filter:F E D C B A 8 I P201 -00 FROM LAHH-1050A I P201 -00 FROM LAHH-10508 FW I I P20 1-00 4"-FW-20702-AA01-N FROM TREATED WATER SUMP FIL ! P215-00 3"-FIL-21501-M01-N 7 24" MANWAY 6 TK-1000 SUFFER TANK CAPACITY: 15,000 GALLONS\\ 1 HR HRT) SIZE. 144" DIA. x 252" SSH 5 4 6" ltt-----------------------1 '----------------------- --~ MV-1000C P210-00 P207-00 FROM LAH-1210 NOTES

1. CONTRACTOR AND ALL EQUIPMENT SUPPLIERS SHALL PROVIDE AND INSTALL DRAIN VALVE AT LOW POINT AND VENT VALVES AT HIGH POINT. INCLUDING INTERMEDIATE LOW AND HIGH POINTS
2. TEMPORARY STRAINERS TO BE REPLACED BY SPOOL PIECE AFTER COMMISSIONING UPON APPROVAL OF PROJECT MANP.GER OR COMMISSICJNING MANAGER
3. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION. COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM.

8 7 TK-1000 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6 5 t 4 3 P-1005 TRANSFER PUMP CAPACITY 280 GP M @ 23' TOH MOTOR. 3HP RPM POWER

  • 460V 3PH 60HZ MATERIAL. CASING-DUCTILE IRON. IMPELLER-STAINLESS STEEL TYPE HORIZONTAL CENTRIFUGAL PUMP MODEL MANUFACTURER CONFIGURATION OPERATING ISSUE FUR DESIGN ISSUE FOR DES IGN ISSUE FOR OES IGI~

,l s, 01A 10!31i19 8!6!19 2 U-1010 SAMPLE SINK l VFS-EPM-D0D-DWG-P-115 TD URANIUM IX TREATMENT SYSTEM (BY VNSFSl P402-00 TO SIC*2050 (PHOSPHORIC ACID) P401-00 TO SIC-2100 (MICRONUTRIENT) RW @~ 'y --T ~ l..-----,::::;::gIP~40~0~-D~ D======:) \\ 1~~0) NITRATES TO SIC-2001 T IMc1HANUL) U-1010 1I2"-WW-20006-AA0l-N 'MV I P215-00 TO AREA SUMP PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C LL 0 ~ ~ 0 a:: ~ ! ~ 8 (i)veOLIA VEOLIA ~ NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bra~ili~i!:~\\~X~g~~~ ~ www.nuclearsolutions.veolia.com 0 ~ P&ID BUFFER TANK AND TRANSFER PUMP i 6==--i..::::~ F VWT-EPM-OOO-DWG-P-200-00 l--'---------;R::::E::cV:::ISc:10::-:-N:::S~-~~-- ~---, NONE ~HECT 1 3 2

F E D C B A ME 8 NITRATES INJECTION QUILL SIZE STINGER LENGTH MATERIAL-BODY MATERIAL-INJECTION TUBE MANUFACTURER P400-00 FROM METHANOL DOSING PUMPS ME P400-00 FROM METHANOL DOSING PUMPS H3P04 P402-00 FROM PHOSPHOR IC ACID DOSING PUMP MCN P401-00 FROM MICRONUTRIENT DOSING PUMP 7 U-1030A MICRONUTRIENT INJECTION QUILL SIZE STINGER LENGTH MATERIAL-BODY MATERIAL-INJECTION TUBE MANUFACTURER l /2-M E-40006-AS 11 -N 1 /2-ME-40005-AS 11-N 1/2"-H3PO4-40203-AB01-N 112"-MCN-40103-AA01 -N ~ U-1040A PHOSPHORIC ACID INJECTION QUILL SIZE: STINGER LENGTH MATERIAL-BODY MATERIAL-INJECTION TUBE MANUFACTURER 6 U-1050A MBBR STATIC MIXER SIZE LENGTH MATERIAL MANUFACTURER 4'9 M~OA3 &\\..t9 4" C:::=JEPz~o~o-~ooC::::::====:::J--_:L_~:._""1,_ ______ 1--------1 ~----ili'Wll-----,.-----.i....-i 'll FROM TRANSFER PUMP U-1020A U-1030A 1, CONTRACTOR AND ALL EQUIPMENT SUPPLIERS SHALL PROVIDE AND INSTALL DRAIN VALVE AT LOW POINT AND VENT VALVE AT HIGH POINT_ INCLUDING INTERMEDIATE LOW AND HIGH POINTS,

2. DRAINS TO BE PROVIDED WITH CONICAL SIEVE, 3_ INJECTION QUILL LOCATED UPSTREAM OF MBBR TANKS FOR TEMPORARY FEED OF NITRATE,
4. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION, COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM, 8

7 U-1040A U-1050A ~ > SAMPLE 6 5 TK-1 050A MBBR TANK 1A CAP-~CITY: 18,000 GALLONS 1W,V_) SIZE. 156" DIA, x 264" SSH DIMENSION-SWD. 219" MATERIAL' FRP DESCRIPTION FLAT BOTTOM, OPEN TOP Fl e Fl 24" MANWAY MBBR TANK 1A MIXER MOTOR-HP RPM POWER 480V 3PH 60HZ MATERIAL-SHAFT: 304LSS MATERIAL-IMPELLER 304LSS TYPE: Agitator OUTPUT-SPEED MODEL MANUFP,CTURER 4 A-1055A RUNNING S/S A-1055B 3 TK-1050B MBBR TANI, 18 CAPACITY. 18,000 GALLONS tWV.) SIZE 156" DIA x 264" SSH OU<11ENSION-SWD 219" MATERIAL FRP A-1055B MBBR TANK l B MIXER MOTOR:.HP,RPM POWER: 480V 3PH 6DHZ MATERIAL-SHAFT 304LSS MATERIAL-IMPELLER 304LSS DESCRIPTION FLAT BOTTOM, OPEN TOP TYPE. Agitator OUTPUT-SPEED MODEL MANUFACTURER 2 U-1051A & ( MSBR TANK 11\\)EFFLUENT SIEVE MATERIAL: 304LSS U-1051B /\\ (~~BR TANK 1 ~ EFFLUENT SIEVE f.!:0,, MATERIAL 304LSS VVV\\J P203...00 TO MBBR TANK 2 ~ (~'r,- -- 1050A 1050A P200-00 TO HC-1005 T U-105*1*A* I PRW oO OOY~----------7r ___ _!:C::S::..=.,,,..,~--.!:.6'_:: '-P:_:R!:W::: '*2:'.'.0.!.:10:::2*::_AA:o:.:.1-::::::N ___________ -c=~~~======] 0 0 o 0 o I l !TO MEB~~~~~02 MV-1 050A6 11, 11, ~ I MV-1050A5 ~ SAMPLE ~ IJ. __ ___:2:_:"*A::l:_::R-::Z,:,::13::'.:04::'.*A:_:C:_::0.:_: 1*:::_N _____

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~-------' P2cc1c.. 3*.c.: OO'-'----' FROM THICKENER/ MBBR BLOWER P200-00 TO HC-1005 Yl-----:----,--;;;---£~~=--_,!:6:_: ' *P::::R'..:W:'.:-2~0:,:;10;:3_:;:A::: Ao:..'.1:!:-N!._ ______________ -{P=R=w::::J~~L======:J r, I I P203 - W s! TOMBBRTANK2 2" SAMPLE MV-105585 ~ G>.:. Mv-1osos2 (1v1v-:1§so~6J LC SPARE TK-1050B LC ISSUE FOR DESIGN ISSUE FOR DESIGN REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 t 4 3 10!31i19 REVISIONS PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION Ci)veOLIA l" C - ; -

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. 0~1.\\.C~ ,.If') 'Afl "ll~REll-l W,\\ EE PRC W. l.! SEC-ll!i:£>,;:fo O<! Ol!:rlNU:. Nl-iC:.f: CR N PM T 1 THO'-,! ~-: "~~Fl-~.i;_t, 1-*111r:a.ic0Ns~ ~1-ruF P..'t' 2 F P&ID MBBR REACTOR 1 A AND1B VWT-EPM-OOO-DWG-P-201-00 51:AH NONE c or 1 F E D C Z6

F E D C B A 8 7 AIR P213-00 FROM THICKENER/ MBBR BLOWER ME P400-00 FROM MBBR METHANOL DOSING PUMP WN P201-00 FROM TRANSFER PUMP PRW 6' -PRW-20103-AA0 l-N P201-00 FROM MBBR TANK 18 PRW 6"-PRW-20102-AA01 -N P201-00 FROM MBBR TANK 1A NOTES*

1. CONTRACTOR AND ALL EQUIPMENT SUPPLIERS SHALL PROVIDE AND INSTALL DRAIN VALVE AT LO\\111 POINT AND VENT VALVE AT HIGH POINT. INCLUDING INTERMEDIATE LOW AND HIGH POINTS.
2. DRAINS TO BE PROVIDED WITH CONICAL SIEVES
3. MBBR 2 TO BE PROVIDED WITH INLET SNORKEL PIPES
4. FINAL COMPONENTS OF THE SYSTEM IMLL BE BASED ON VENDOR SELECTION. COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM.

8 7 112"-ME-40007-AS11 -N o** PR~ 20301 -AAO 1-t, 6 2"-AIR-21305-AC01-N pp '

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(>.:. MV-1100A AE 1100 5 TK-1100 MBBR TANK 2 CAPACITY

  • 18.000 GALLONS (W.V.)

SIZE 156" D x 264'" H DIMENSION-SWD 2W' MATERIAL FRP DESCRIPTION* FLAT BOTTOM. OPEN TOP A-1 105 4 U-1101 A-1105 MBBR TANK 2 MIXER MOTOR:.HP.RPM POWER 480V 3PH 60HZ MATERIAL-SHAFT. 304LSS MATERIAL-IMPELLER 304LSS TYPE. Agitator OUTPUT-SPEED MODEL MANUFACTURER* 3 U-1101 ffi ~ FF LUE NT SIEVE MATERIAL* 304LSS 2 l ~ 6"-PRW-20302-AA01 -N PRW s!

.*:HJll--..:._----------r-------=::::,_...:;:_;:::,:::.:::::::::::;:::::,::_ ___________________

,r._!T=O=F= LO]!~ ~:'.~OLA ~ 4-~~~~0=N=TA=N=K=======::J SAMPLE ~ LC '------------------------- TK-1100 ISSUE FOR DESIGN ISSUE FOR DESIGN ISSUE FOR DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 6 5 4 3 10!31119 8116/19 8/6/19 PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION (i)veOLIA P&ID MBBR REACTOR 2 \\IWT-EPM-OOO-DWG-P-203-00 SHEfl ~I 2 F E D C LL 0

F E D C B A 8 7 PO 1/2"-PO-40501 -AA01-f\\l P405-00 FROM DRUM FILTER EMULSION POLYMER SYST EM PRW I I P203-00 6"-PRW-20302-AA0l-N FROM MBBR TANK 2 NOTES

1. CONTRACTOR AND ALL EQUIPMENT SUPPLIERS SHALL PROVIDE AND INSTALL DRAIN VALVE AT LOW POINT AND VENT VALVE AT HIGH POINT. INCLUDING INTERMEDIATE LOW AND HIGH POINTS
2. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.

COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. 8 7 6 I 5x DIA I 2x DIAJ 6 5 24" [ MANWAY 3" TK-1150 FLOCCULATION TANK CAPACITY. 1,250 GALLONS (5 MIN. HRTl SIZE. 84" DIA. x 84' SSH DIMENSION-S\\1\\/D 52" MATERIAL FRP DESCR IPTION* FLAT BOTTOM, OPEN TOP 4 Is ~ I I LSL 11 50 A-1155 FLOCCULATION TANK MIXER MOTOR- 0.25HP.RPM POWER: 480V 3PH 60HZHZ MATERIAL-SHAFT. 316SS MATERIAL-IMPELLER 316SS TYPE. AGITATOR OUTPUT-SPEED MODEL MANUFACTURER 3" HM SPARE MV-1150C M I-Mv-1150A LC ......J LC TK-1150 REF NUMBER TITLE DWGNO TITLE REFERENCE S DRAW ING TR!ICEABILITY LIST NEXT USED ON 5 t 4 3 2 6"*SRW-20401-AA01--N ISSUE FOR DESIGN 10}31/19 ISSUE FO R DESIGN ISSUE FO R DESIG N REVISIONS 3 2 SRW I P206-00 TO DRUM FILTER PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F CIMARRON PUMP AND TREAT SYSTEM PROJECT P&ID FLOCCULATION TANK VWT-EPM-OOO-DWG-P-204-00 SCtUi NONE F E D C

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F E D C B A 8 U-1213 DRUM FILTER CEB TROLLEY 7 TK-1213 CES TANI, CAPACITY: 40 GALLONS IWV! SIZE.. DIMENSION-SWD. MATERIAL POLYETHYLENE DESCRIPTION 314" HOSE P-1213 CEB PUMP CAPACITY:* GPM @

  • TDH MOTOR.. HP.RPM POWER : 480\\/ 3PH 60HZ MATERIAL:.

6 TYPE:HORIZONTAL CENTRIFUGAL PUMP MODEL:. MANUFACTURER. CONFIGURATION: ll~TERMITTENT 5 F-1200

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FLOW 250 GPM Mfa.TERIAL: 304SS FILTER MOTOR: 0.75 HP POWER: 480V 3PH 60HZ MODEL: HDF-1605 MANUFACTURER: HYDROTECH DESCRIPTION 4 P-1205 & ~ ACKWASH PUMP CAPACITY: 21 GPM@25I'TDH MOTOR* 3HP.RPM POWER. 460V 3PH 60HZ HZ MATERIAL: 316SS TYPE:VERTICAL INLINE PUMP MODEL. MANUFACTURER: GRUNDFOS CONFIGURATION: INTERMITTENT 3 F-1 210 ~HFILTERO& FLOW* 2 1 GPM MATERIAL MODEL FILTER TYPE: CARTRIDGE MANUFACTURER DESCRIPTION: PAR T OF DRUM FILTER PACKAGE 2 FAULT RUN & ~11~~t~I ~~ ~ 314" CEB CONNECTION DRUM FILTER PACKAGE r-- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- --:i - - I I I I I I

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__ PACKAGE ____ 7 ~--....... --~r-------------- &1 I I I I TK-1213 P-1213 3!4" 2' DRAIN ~------~ CHEMICAL CLEANING TROLLEY I L U-1213 ~~~~.......JI _________ --- __________________ __J SRW ! P204-00 6"-SRW-20401-AA0'i-N FROM FLOCCULATION TANK NOTES

1. 10 METERS OF HOSE PROVIDED BY VEOLIA, SHIPPED LOOSE.
2. FINAL COMPONENTS OF THE SYSTEM VI/ILL BE BASED ON VENDOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM.

8 7 1 I I 'i'--~--........ ------ii--~------~---~~----------~---~------.., >--,. ~--_ ~~-~ --~-~-~--_ ~-----~~ "1/J\\'...,'&~~:'f: L __________________ __ ___________ _ BACKWASH WASTE ISSUE FOR DESIGN ISSUE FOR DESIGN ISSUE FOR DESIGt.J REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6 5 t 4 3 F-1210 FILTRATE TO DRUM FILTERS BASIN _____ J __ _J 6"-FW-20601 -AA0 1-N FW P207-00 TO TREATED WASTEWATER SUMP 4"-BVVW-20602-AA01-N BWW 10-'31i19 8!6/19 REVISIONS 2 P210-00 TO BACKWASH SUMP PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION P&ID DRUM FILTER £C~Lf: NONE SHff1 '1 I (f) F E D C

F E D C B A 8 FW ! P206-00 FROM DRUMFILTER ~

1. HIGH NITRATES AND/OR TURBIDITY ALARMS CLOSES VALVE TO EFFLUENT TANK AND OPENS VALVE TO BUFFER TANK.
2. TIE POINT TO BE LOCATED WITHIN TEN FEET OF PUMP DISCHARGE
3. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.

COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT 7 6"-FW-20601 -.~A01 -N TH_E_F_IN_A_L _sv_s_T_EM_. ________________ ........) & 8 7 6 6 SP-1210 TREATED WATER SUMP CAPACITY. 1250 GAL SIZE { 1D L XffWX6.S' 0 & DIMENSION-SWD*. MATERIAL DESCRIPTION: SUMP 5 4 P-1215 TREATED WATER SUMP PUMP CAPACITY 280 GPM @ 23' TDH MOTOR: 3HP.RPM POWER 480V 3PH 60HZ MATERIAL* CAST IRON/ SS TYPE. MODEL:. MANUFACTURER:. CONFIGURATION* OPERATING r----+.~4"'""'-"1-'-"-"-"~ ----- -------------~ NITRATES I I I I I ~----+.~="I"'~=""'~~'-------------------~ I I I I I I I I I I I I I I I I I I r-- ~ I \\.+/-v I I I I I AE P-1215 LAL 1210 LSL 1210 3 4"-FW-20703-AA01-N ISSUE FOR DES IGN ISSUE FOR DES IGN A ISSUE FOR DES IGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 t 4 3 FO ~ 210A I 2 4"-FW-20702-AA01 -N FW P200-00 TO BUFFER TANK VFS-EPM-000-DWG-P-115 TO EFFLUENT T.ANK (BY VNSFS) -~LATcHrt-----------------------{==:J~~~=====:::::.; 1210 P200-00 TO HC*1005 1Qj31i19 8!6/19 REVISIONS 2 PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION P&ID TREATED WATER SUMP AND PUMP F VWT-EPM-OOO-DWG-P-207-00 F E D C ~

F E D C B A 8 BWW ! P206-0C FROM DRUM FILTER NOTES

1. HIGH POINT VENTS AND LOW POINT DRAINS WILL BE PROVIDED ON PIPING RUNS.
2. LOCATE VALVES AS CLOSE TO HEADER AS POSSIBLE.
3. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT 7

T_H_E_F_IN_A_L s_Y_s_TE_ M_. ________________________ ___,&:_ 8 7 4"-BWW-20602-AA01-N 6 BACKWASH WASTE/ BYPASS 6 SP-1220 BACKWASH SUMP CAPACITY 70 GAL SIZE ff L x 3' W x 3* H DIM ENSION-SWD 2*.5** MATERIAL: CONCRETE DESCRIPTION. SUMP 5 DWGNO TITLE DRAWING TRACEABILITY LIS T 5 t 4 P-1225 BACKWASH SUMP PUMP CAPACITY: 21 GPM @ 2D TOH MOTOR: 0.5 HP.RPM POWER: 48DV 3PH 60HZ MATERIAL* CAST IRON/ SS TYPE.. MODEL:. MANUFACTURER CONFIGURATION: OPERA TING P-1225 REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 2 P406-00 TO HC-2250 P404-00 TO HC-2150 P406-00 TO HC-2250 1 1/2"-BWW-21001-AA01-N BVVVV P211-0D TO THICKENER LAH - ~ - - P200-00 1220 ISSUE FOR DESIGN 10/31119 ISSUE FOR DESIGN 6!16!19 ISSUE FOR DESIGN REVISIONS 3 2 TO HC-1005 PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION P&ID BACKWASH SUMP AND PUMP F VWT-EPM-OOO-DWG-P-210-00 fCAtE NONE Sl-!(f! 1 F E D C

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F FIL 8 FERRIC CHLORIDE STATIC MIXER SIZE* LENGTH MATERIAL MANUFACTURER P214-00 PERLITE FILTRATE FROM FILTER PRESS SVV'i U-2210 POLYMER STATIC MIXER SIZE LENGTH MATERIAL MANUFACTURER 7 TK-1250 THICKENER CAPACITY 120D0 GAL SIZE 12'-0" DIA X 14'-0 ' H D I MENSION-SW MATERIAL CS (COATEDi DESCRIPTION OPEN TOP. CONE BOTTOM 2"-FIL-21404-AJ\\01 -N E P301-00 2"-SVW-3007 6-AC01-N D C B A SERVICE WATER PO 1I2"-PO-40510-AA0l -N P406-00 FROM THICKENER POLYMER SYSTEM FeCl3 1f2"-FeCl3-40403-AB01 -N P404-00 FROM FERRIC CHLORIDE DOSING PUMP BV\\IW P210-00 1 1/2"-B\\IWJ-21001 -M0l-N FROM BACKWASH SUMP PUMP U-2152 AIR P213-00 2"-AIR-21303-AC01-N FROM THICKENER MBSR BLOWER NOTES 1 8 AIR SPARGERS REQUIRED A,~R~O~UN~D~~,;: BO~T;..cT"""1...,.--,,.,,....~.............. ----._ ONLY 4 SHOWN FOR CLARITY VALVES NOT SHOWN INCLUDE CV-1250F CV-1250G CV-12o0H, AND CV-1250J. THESE WILL BE IDENTICAL TO THOSE VALVES SHOWN

2. PERLITE TO BE ADDED NY OPERATOR BEFORE EACH PRECOAT CYCLE.
3. PIPING BY VWT
4. THICKENER TANK AND INTERNALS TO BE PROVIDED AS PACKAGE
5. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM 8

7 U-2210 pp 6 6 A-1255 SLUDGE RAKE MOTOR: 0.5 HP.RPM POWER 480V 3PH 60HZ MATER !AL-SHAFT. MATERIAL-IMPELLER TYPE:. OUTPUT-SPEED: MODEL.. 5 DWGNO U-1256 SLUDGE RAKE LIFT LIFT CAPACITY LIFT STROKE MOTOR* 0-5 HP POWER* 480V 3PH SOHZ MANUFACTURER RAKE CONTROL PANEL TITLE DRAWING TRACEABILITY LIST 5 f t 4 P-1300 FILTER PRESS FEED PUMP CAPACITY 215 GPM @ MOTOR NIAHP.RPM POWER NIAV.PH.HZ MATERIAL TYPE AODD MODEL. MANUFACTURER CONFIGURATION: OPERATING MV-2300A 3 TK-2300 PERLITE TANK CAPACITY: 350 GALLONS SIZE DIMENSION-SWD MATERIAL: FRP DESCRIPTION. FLAT BOTTOM. WiHINGED COVER DECANT WATER <) 0 HC 2305 2 A-2300 PER LITE TANK MIXER MOTOR.HP.RPM POWER:.V.PH.HZ MATERIAL-SHAFT MATERIAL-IMPELLER TYPE:Agitator OUTPUT-SPEED MODEL 4*'-OFV-21101-AA01 -N P-2305 PERLITE FEED PUMP CAPACITY: 215 GPM@ MOTOR

  • N!AHP POWER. N/AV.PH MATERIAL TYPE: AODD MODEL MANUFACTURER.

-c_o_N_F_1G_u_RA_T_1o_N_' _oP_E_R_A_TI-NG-& OFV j P215-00 TD AREA SUMP PACKAGE F E D MV-2300B '--------------"..... MV-2300C MV-2305A. 3I4"-IA-3DD08-FG01 -N G 1300B 3" 3"-SL-21103-M01-N PER P214-00 TO FILTER PRESS P214-D0 TO FILTER PRESS SL LL 0 ~ P214-00 ~ CV-1300C o TO FILTER PRESS ~ ~ P-1300 ~ ~ ii' L _________ -----------------~ -------------------- ! PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION ISSUE FOR DESIGN ISSUE FOR DESIGN 8..'16!19 ISSUE FOR DESIGN 816/ 19 VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES ~ i G)veOLIA 295 Bra~;l;~,:n~\\~1/4t95g~ ~ www.nuclearsolutions.veolia.com (!} ~ P&ID SLUDGE THICKENER AND FILTER PRESS FEED PUMP ~ REF NUMBER TITLE VWT-EPM-OOO-DWG-P-211-00 REFERENCES NEXT USED ON REVISIONS 4 3 2

F E D C B A 8 7 1"'-AIR-21301-AC01-N FILTER/ 6 I B-1250 THICKENER/ MBBR BLOWER CAPACITY: 100 SCFM@ 8 PSIG MOTOR* 3 HP.RPM POWER

  • 480V 3PH 60HZ MATER IAL-CASING. CAST IRON MATER IAL-IMPELLER DUCTILE IRON MODEL:.

TYPE POSITIVE DISPLACEMENT BLOWER CONFIGURATION: OPERATING MANUFACTURER 5 - - L - - - BLOWER PACKAGE - fl @I OIL = 1~ MS 2'"-AIR-23102-AC0 1-N B-1250 L SILENCER !:illlli..

1. COMPONENT PROVIDED BY BLOWER VENDOR, SHIPPED LOOSE INSTALLATION BY OTHERS. NO PIPING INCLUDED
2. FINAL COMPONENTS OF THE SYSTEM Will BE B.O.SED ON VE NOOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE ANO MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM

~ 8 7 DWGNO TITLE DRAWING TRACEABILITY LIST 6 5 t 4 3 MV-1250H 2"-AIR-21303-AC01-N !SSUE FOR DESIGN 10/31119 !SSUE FDR DESIGN REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS 4 3 2 2"-AIR-21305-AC01-N 2-AIR-21304-AC01-N 2 PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, P211 -00 RECORDING PURPOSES OR IMPLEMENTATION PIO SLUDGE THICKENER/ MBBR BLOWER F VWT-EPM-OOO-DWG-P-213-00 S!-!£E7 1 er 1 F E D C

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F E D C B A 8 7 FP-1301 FILTER PRESS CAPACITY 30 CUBIC FEET TYPE* PLATE AND FRAME DESIGN PRESSURE 8 BAR MATERIAL FRAME: CARBON STEEL 6 PLATE: POLYPROPYLENE DESCRIPTION: SIDEBAR PRESS MANUFACTURER/MODEL: MICRON/CS 5 4 3 3I4"-IA-21403-FG01-N 3/4"-IA-2 I 405-FG01 -N PACKAGE r------ ------------- IA 3I4"-IA 000, FG0'1-N P300-00 FROM INSTRUMENT AIR SUPPLY 1 Ga ~ I I IA I 314. CAKE BLOW _________________ J ~ ~ IA~ § MV-13r , t ~ 112* PER I I P211-00 3"-PER-21106-AA01-N FROM PERL/TE FEED PUMPS ~ ~ I 3" 112" IA ~ ~ I ~GJ 1301B '-/ 2" SL

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IFR:O:M=FJ!L~p:~~~ ~-O~p~~E=S=S :FE:E=D=P=U= IJIP==*-..:J'.:::"-~SL::;-Z~ 1~ 1 0~J-~A~A0~ 1 ~-N!.,_ __________________ ~ll----~ 3 .. +--------.._-----------+---e8 (i) IA L _____ _ ~

1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VE NOOR SELECTION.

COMPONENTS SHOWN ARE REPRESENTA.TIVE ANO MAY NOT ENTIRELY REFLECT THE FINALSYSTEl'\\ DWGNO T ITLE DRAWING TRACEABILITY LIST 8 7 6 5 ~ I 2" § 1301C '-/ L----X--J ROLL OFF BOX ROLL OFF BOX G> P@0I -- AIR COIL APCS HYDRAULIC 14-------ILJ UNIT VALVE MANIFOLD SOLENOID BANK 3 '-FIL-21401 -AAO*I-N J MV-1301K ISSUE FOR DESIGN ISSUE FOR DES IGN 8/6/19 REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS 4 3 2 I PCV I ~ U01 FSL 1301 P213-00 TO KC-1250A

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1 I-_..:____;3~14:_:"-~IA:;:-3'.:'.00:'.:_06:::;-F'.:.'.;G:'.:0..:,: 1-N:::..__i__["1 A-1 j;'. p 2?1l1-1_;;; 001 -----11 L --- --_J ~TO-FI-LT~E_R_P-RE_S_S_F_EE_O_ P_U_M_P_A-ND PERL/TE FFEO PUMP FIL P215-00 TO AREA SUMP PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C

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0 I o 0: x <\\-1 i VE O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES (i) VEOLIA 295 Bra~ii~,~~~~~i*1*gm ~ F rc.\\LE NONE 2 www.nuclears0IL1tions.veo!ia.com (!) ~ P&ID FILTER PRESS VWT-EPM-OOO-DWG-P-214-00 !:Hl'F1 1 i c "1

8 7 F E WW D P200-00 1/2"-WVV-20006-AA0 1-N FROM SAMPLE SINK DRAIN OFV PZl 1-00 4---oFV-21101-AAOl-N FROM THICKENER FIL - I ! P214-00 3"-FIL-21401-AAOl *N FROM FILTER PRESS C B NOTES !. HIGH PO!NT VENTS AND LOW POINT DRAINS WILL BE PROVIDED ON PIPING RUNS.

2. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION. COMPONENTS SHOWN ARE REPRESENT.O..TIVE ANO MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM.

~ A 8 7 6 6 SP-1275 AREA SUMP CAPACITY. 1.500 GALLONS [WV) ~:~~~~'.o:'.~~v x 6 D ~ MATERIAL DESCRIPTION:. ~ ~ SP-1275 5 DWGNO TITLE DRAWING TRACEABILITY LIST 5 t 4 P-1276 AREA SUMP PUMP CAPACITY: 30 GPM @ 27' TOH MOTOR: O.SHP.RPM POWER. 480V 3PH 60HZ MATERIAL CAST IRON/SS TYPE:. MODEL:. MANUFACTURER CONFIGURATION: OPERATING 112" 3'"-FIL-21501-AA01-N LAL

  • 1275 LSL 12?5 l--{lJl-----.-1 1~~6 MV-1276C P-1276 REF NUMBER TITLE REFERENCES NEXT USED ON 4

3 LSH LAH 1275 1275 !SSUE FOR DESIGN 10!31i19 ISSUE FOR DESIGN REVISIONS 3 2 FIL P200-DO TO BUFFER TANK PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES F E D C LL 0 I if) ~ ~ ~ "' i i (i)veOLIA 295 Bra~;';~1:~~?0X~g~~g ~ www.nuclearsolutions.veolla.com ~

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      • :;~:CON,.,.,.. 0 Tl'if~f!N,;.,E co:1< 'TL-\\.,lt,,m P~UP~IEr

. T*, u.;111.: IN...... ~1'1-1!:':R ln,;,,)0ClJ!,IE ,K? ~l,j.,.....r,, 0/i WfU~ !MTlo>,! lhf~tl?'. W,~ fl'.PRODUCto. !.15H"* RElEAS!:1) c~ OIH'lC~rn l'J'.'\\'l'fOLE' c~ I>! FART <'>lTHOUr TH;: !;llP.~f'.;SftlWUTT!:N COl<SE!-i!C,~ (l=iUO,.. 11-;~- P&ID AREA SUMP AND PUMP F VWT-EPM-000-OWG-P-215-00 5!1t fl 1 2 i

8 7 6 5 4 F 012 BY VNSFS BY VWT IA I I.VFS-EPM-000-DWG-F-400 FROM COMMON AIR HEADER (BY VNS-FS) E TO WATER TREATMENT TO WATER TREATMENT D TO WATER TREATMENT TO WATER TREATMENT TO WATER TREATMENT C B NOTES

1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.

COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. A REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8 7 6 5 4 3 314" MV-3000F 112" MV-3000J ISSUE FOR DESIGN ISSUE l=OR DESIGN ISSUE FOR DESIGN REVISIONS 3 2 1l2"-IA-30011-FG01 -N 3/4'"-IA*30007-FG01 -N 112' -IA-30009-FG01 -N IA P207-00 TO TREATED WATER SUMP EFFLUENT IA P214-00 TO FILTER PRESS INSTRUMENTS PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C ~ ~ 6 a;: i (i)veOLIA i VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bratiii1!~~\\Jx~*g~~~ ~ www.nuclearsolutions.veolia.com o is 10/31119 8/16/19 8!6!19 2 P&ID INSTRUMENT AIR HEADER VWT-EPM-OOO-DWG-P-300-00 iHEIT 1 i

F E D C B A 8 I 7 I 6 5 4 I 3 I 2 I F BYVNSF~\\IWT svw J ~, --,-.VF_S_ -E_P_ M--O-O--D-W-G- -P--5-- --~*t--------------------------------2"_ -s_vw_ - 3_ _1"...

    • A_ c_o_1-_N ________________________

"""T _____ r--__ """T ___ ~---,,==::-----r----- -- E FROM COMMON WATER HEADER (BY \\INSFS) NOTES 1

1. FINAL COMPONENTS OF THE SYSTEM WILL SE BASED ON VENDOR SELECTION. !

COMPONENTS SHOWN ARE REPRESENT/\\ TIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. 8 7 I 6 I s( ~I s~ i! ~~ i " ) 2 2 L ~ TO TO TO DRUM 2"-S\\IW-30016-AC0l*N WATER WATER FILTER AREA svw I P2 11-00 TREATMENT TREATMENT TO PERLITE TANK D 'y------------------3;,::i4:,:"-~SVV\\!:::::**::;;30;:;0,!;13;:::-A:;C:.;:,01:,::*N

_* ______________ {s:wv: *:J,EP~40~5-~00c=====J*

TO DRUM FILTER POLYMER SYSTEM -----------------..:3::,:14:_:*::, S\\::_:l'vV,:::*,::: 30:.::_01:,::4,:::*A;:;:C.::_01~-N::.... _____________ -{s=vvv=]l£P~40~6-~00~======)* TO SLUDGE THICKENER POLYMER SYSTEM PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION C LL 0 I ~ ~ 6 o;: I §

~

g VEOLIA f8 Ve OLIA NUCLEAR SOLUTIONS - FEDERAL $ERV. ICES 295 Bradley Blvd. Surte 300 Richland, WA 99352 ~ www.nuclearso1L1tions.veol1a.com 0 ~ i NAME o.-.ri--:'G, CIM IMDIVE3/~.~~~.:.A.~.U~ST;;-_~~w§= v"~~~

  • , 1--~~~~A~R~R~Q~N~::'..:....-_J A t-+-c-+_,_ss_u_e _

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.
.T;.:.IT.;:;LE:__ ___ -<\\I'" "

I DWG NO I TITLE I REFERENCES ' \\ I DRAWING TRACEABILITY LIST I NEXT USED ON \\';\\\\ REVISIONS W\\IT-EPM-000-DWG-P-301-00 5 t 4 3 2 I

F E D C B A 8 7 TK-2000 METHANOL SULK STORAGE TANK CAPACITY* G,000 GALLONS (WV) SIZE DIMENSION-SW. MATERIAL. CS DESCRIPTION. HORIZONTAL CYLINDRICAL P200-00 FROM.AIC-1010 TRUCK FILL 2" MV-10008 ~ § ~

a NOTES 2"

CV-2000C TRUCK FILL PANEL LIGHT & HORN ~ ~

1. PUMP MUST BE RATED FOR CLASS 1 DIV 1 EXPLOSION PROOF APPLICATION.
2. TANK IS DOUBLE CONTAINED
3. CHEMICAL SKID TO BE INSTALLED IN A WEATHER PROTECTED ENCLOSURE.
4. FINAL COMPONENTS OF THE SYSTEM \\//ILL BE BASED ON VENDOR SELECTION.

COMPONENTS SHOVIIN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT TH..;;E:..F-IN,;..A,;..L.;;.SY,;..S:..T.;;.EM,;..'*-----------------.J & 8 7 E TK-2000 6 6 CALIBRATION COLUMN 1112* 'I MV-2001A I 5 112"-M E-40001 -AS 11-N 4 P-2001 MBBR METHANOL DOSING PUMP CAPACITY. 6.0 GPH@ MOTOR 0.5HP RPM POWER. 480V 3PH 60HZHZ MATERIAL: 316SS TYPE. DIAPHRAGM METERING PUMP MODEL MANUFACTURER: PROMINENT CONFIGURATION. OPERATING 3 SKID

7 SIS P-2001

~& PSV 2001 PULSATION DAMPER SH L _____________________________ 2001 I L ____ _ I _ _________________________ _______ J CONTAINMENT ISSUE FOR DESIGN 10/31/HJ ISSUE FOR DESIGN 8116/19 ISSUE FOR DESIGN 8f6!19 REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACE/l.BILITY LIST NEXT USED ON REVISIONS 5 4 3 2 1!2-ME-<10007-AS11 -N ME P203-00 TO MBBR 2 1l2"-ME-40005-AS 11-N ME PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C I CJ) ~ ~ ~ ~ ~ g .-_::::===================~ j Q VEOLIA 2 Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 ~ www.nuclearsolutions.veolia.com (.;.) ~ F CIMARRON PUMP AND TREAT SYSTEM PROJECT P&ID METHANOL STORAGE TANK AND DOSING PUMP VWT-EPM-OOO-DWG-P-400-00 c st.\\ Lf: NONE or 1 ~ A

F E D C B A 8 7 A-2100 MICRONUTRIENT DRUM MIXER t PZ00-00 FROM FIC-1005 NOTES

1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM.

8 7 6 6 MICRONUTRIENT DRUM CAPACITY 55 GAL SIZE. DIMENSION-SWD:. MATERIAL.. DESCRIPTION DRUM (SY OTHERS] CALIBRATION COLUMN 5 DWGNO TITLE DRAWING TRACEABILITY LIST 5 t 4 P-2100 MICRONUTR IENT DOSING PUMP CAPACITY. 0.3 GPO@ TBD MOTOR. SOLENOIDHP RPM POWER 120V 1 PH 60HZ HZ MATERIAL:. TYPE DIAPHRAGM METERING PUMP MODEL.. MANUFACTURER CONF IGURATION OPERATING REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 ISSUE FOR DESIGN 10.!31i19 8/16!19 ISSU E FOR DESIGN 8l6i1 9 REVISIONS 3 2 112"-MCN-40103-AA01-N MCN I ! P201-00 TO MMR FEED PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION (i)veOLIA F 2 P&ID MICRONUTRIENTS DOSING PUMP VWT-EPM-OOO-DWG-P-401-00 F E D C u_ 0

8 7 F E I lnoo-oo D FROM FIC-1005 C B NOTES

1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.

COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT 1HE FINAL SYSTEM A 8 7 6 ? PHOSPHORIC ACID DRUM CAPACITY: 55 GAL SIZE. DIMENSION*SWD.. MATERIAL DESCRIPTION: DRUM iEY OTHERS) 5 P-2050 PHOSPHORIC ACID DOSING PUMP CAPACITY 1.68 GPO@ TBD MOTOR. SOLENOIDHP.RPM POWER 120V 1 PH 60HZ HZ MATERIAL.. TYPE: DIAPHRAGM METERING PUMP MODEL. MANUFACTURER:. CONFIGURATION* OPERATING 4 3 2 I SKID -, CALIBRATION COLUMN 112 '-H3P04-40204-A601-N SP=* PSIG PSV 2050 PULSATION DAMPER 0 ~ I {os'o l SP=' PSIG ~ ~ l ~ I 12, 5 1 112"-HJP04-40202-Aso1-N

+------'

112 " l1--.1.(Hz~**-;,!;H!l!3P::£0~*~-*2:ozt2,o3:l,;-A::,!B~o1:1-t!,N _-fH~3 "--P_o°:_ 4_*_fc3'5__:"I_-_-_-_-_-_-_-_-_-_-_-_--,_, 2" ' 1,2 1* 1i;:>"-H3P04-407.01-AR01-N .._ ________ D'<J------,r-----OOI I I I P201-00 I MV-ZOSOC w MV-2050L I TO MBBR FEED I ~ 0 ~ I L_

cc

~ P-2050 _j DRIP TRAY PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES F E D C lL 0 iJ; 9 8 a'. o 0: ii: Q. ~ ~ i (i)veOLIA 295 B1a~ili~l~~~~~~i~e9~~~ ~ ISSUE FOR DESIGN ISSUE FOR DES IGN ISS UE FOR DES IGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6 5 4 3 10;31i19 6i16!19 REVISIONS 2 www.nuclec1rso!t1tions.veolia.com G 15 P&ID PHOSPHORIC ACID DOSING PUMP F \\IWT-EPM-OOO-DWG-P-402-00 i

8 7 F E ?210-00 FRO XL-122~ D C B lli2I§.

1. FERRIC CHLORIDE WILL BE DOSED WHEN BACKWASH SUMP PUMP IS ON.
2. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.

COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. A

3. TOTE TO BE PROVIDED WITH CONTAINMENT.

~ 8 7 6 ? FERRIC CHLORIDE TOTE CAPACITY* 320 GALLONS SIZE* DIMENSION-SWD. MATERIAL. DESCRIPTION TOTE 5 P-2150 FERRIC CHLORIDE DOSING PUMP CAPACITY. 2.5 GPH@ TBD MOTOR: SOLENOIDHP.RPM POWER: 120V 1PH 60HZ HZ MATERIAL*. TYPE DIAPHRAGM METERING PUMP MODEL.. MANUFACTURER. CONFIGURATION* OPERATING 4 3 2 SKID I CALIBRATION COLUMN SP=" PSIG PSV 2150 PULSATION DAMPER SP=" PSIG I 2"-FeCl3-40\\ 400-A801-N I I::..~ {:sl 1/2"-FeCl3-40402-AB01 -N S '----I----___, 112 1 1/2"-FeCl3-40403-AB01-N FeCl3 2' 2" x 11:*. 1/2" ~ 2 11------------i! ! P211-00 [()Jr--------.... 112"-FeCl3-40401-AB01-N M\\1-215DH I '::-Tn"""' TH-::-lf'~~:;:EccN=-: E~::-:F=-=Ec:-E::- D ----~ l ~w-21soA i;l S I L_______________ ~J ___ ~ ____________________________ _J REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6 5 4 ISS UE FOR DESIGN 8/16!19 ISSUE FOR DES IGN PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION P&ID FERRIC CHLORIDE DOSING PUMPS 1===--t-""'-----::;,1 F VWT-EPM-OOO-DWG-P-404-00 "* l--'-----------:R:-:E::-:V::: IS-;:10:-:-N:::S'---...._~--~--, 1-',-c~l~, _ N_O_NE--,--------,-s~-1:a,- 1---'---f 3 2 F E D C

F E D C B A 8 POLYMER DRUM Ci\\PACITY: 55 GALLONS DESCRIPTION: DRUM 7 6 SIS AUTO RUNNING FAULT 5 P-2200 DRUM FILTER NEAT POLYMER PUMP CAPACITY: 0.15 GPH@6D PSIG MOTOR*.HP.RPM POWER: 120V 1PH 60HZ MATERIAL:. TYPE: PERISTALTIC PUMP MODEL:. MANUFACTURER CONFIGURATION: OPERATING 4 A-2205 DRUM FILTER DILUTION/MIXING CHAMBER CAPAC ITY:. SIZE.. DIMENSION-SV\\ID wMTER IAL DESCRIPTION TOTE 3 2 I Q EMULSION POLYMER SKID it----------------------------------------------------7 NEMA 4X VFD! CONTROL PANEL ------------------------------------------------------------------------~ 1112" I I MV-22038 I I I I CALIBRATION COLUMN ~... _-_-_~_-_-_~_-_~_-_-_~_-_-_-_-_-_-_-_~_-_-_---.11-----i1 L_ ________ 1<2~1 ~~1 &i Nl-1-------------------------. P-2200 A-2205 I I I ,:-------,,--------l'Sl22ll-------------ilD 1/2-P0-40501-P.A01-N I 3/4" x 112

  • PG 2205 U-2205 I

F E PO ! P204-00 TO FLOCCULATIO,~ TANK D I I s- ~<J;r.. I [I :::Jl~P3~0~ 1 -~00~:::=========..~-~3;'.! 14_:: "-s;,,;vw::::;-3:;;D~o1~3-:;:A::;:co:.:1,:::-N:,__~-----,Jl,11-------------v<"l------;-3..._1*.1-* --------------------------------------------~ C FROM SERVICE WATER MV-2205A (}J I CV-2205C I DRIP TRAY I L ________________ ______________________ ____ ___________ _J NOTES

1. CONNECTIONS AND Sl<ID INTERNALS MIGHT VARY FROM FIN.~L PRODUCT.
2. INTERCONNECTING PIPING AND INLINE COMPONENTS SUPPLIED AND INSTALLED BY OTHERS UNLESS OTHERWISE NOTED
3. PIPING INSIDE PUMP SKID TO BE CPVC -SCH 8D
4. DILUTION WATER SUPPLY MUST BE 35 PSI GREATER THAN THE REQUIRED DILUTED POLYMER SOLUTION OUT PRESSURE. INLET PRESSURE MUST BE CONSTANT TO PREVENT FLOW SURGES THROUGH THE EMULSION POLYMER SYSTEM.
5. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION COM PONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYeTEM.

8 7 REF NUMBER TITLE OWGNO TITLE REFERENCES DRAWING TRACEABILITY LIS T NEXT USED ON 6 5 t 4 ISSUE FOR DESIGN 10:31;19 ISSUE FOR DESIGN 8!16/19 ISSUE FOR DESIGN PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION LL 0 I (f) ~ cL 6 a;: i ~ r--....:::======================V:::_E_O_Ll-lA ~ Ci) VE O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bra~iliK1:~d~0Xi~9~g~ ~ \\.VWW.nuclearsolutions.veolia.com 0 ~ THE lh.. '{'l*l,.\\;.'.NT 0/.TA i\\NOINfQR J,.~TIC.'I: CO~l.1.l~E:l T!-£Efi!:'tt-.lA?,£C0NflOE.'>lll~L.l\\N~P~QPf;IEjA~Y TOKVHlO'- !St,. 1<.l'.JT"r!E'i THIS CQClill!:1/TNOh.1.!1/Y (l,\\T.~ O!l l"f0~!.!JIT!C!\\ THEREI'; \\'\\.<.~ SE ~fiOtUC~C. v:;Ec' ~EL!:A~rnc~ Cl~ctct*Ec l.'l~'l'HCt!CC~ t< f',l,RT ~*.1IBr-,.urTHEH!>F!f~F.rlWRr.-rn !':cl).;~n*r ;,r-~u RID!. II,;(" P&ID DRUM FILTER EMULSION POLYMER SYSTEM i 6==--i-,,::::.--.1 F VWT-EPM-OOO-DWG-P-405-00 l--'---------:R::-::Ec,cV,-: IS-:10-,-N--S'---.,_____. _ _..'------l 3 2

F E D C B A 8 P210-00 FROM Xl-1225 POLYMER DRUM CAPACITY 55 GALLONS DESCRIPTION DRUM 7 ~SP* 6 SPD. REF AUTO RUNNING FAULT 5 P-2250 SLUDGE THICKENER NEAT POLYMER PUMP CAPACITY* 0.35 GPO@ 60 PSIG MOTOR.HP.RPM POWER: 120V 1 PH 6DHZ MATERIAL TYPE* PERISTALTIC PUMP MODEL. MANUFACTURER CONFIGURATION

  • OPERATING 4

SLUDGE THICKENER DILUTION/MIXING CHAMBER CAPACITY.. SIZE. DIMENSION-SWO. MATERIAL*. DESCRIPTION: TOTE 3 2 a l EMULSION POLYMER SKID ~ r -- - - - 7 I NEMA 4X VFDI 1~-------------------------------------------------------:-::-=-:::-=-=-:::,-:c-::c-, I wmROL~Na - --- ~ I 1112" I MV-22508 I I I I CALIBRATION COLUMN L""_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_...,11---,, L--------- P-2250 I N.-1 ------------------------- (.) N ~ A-2255 ~ rsvvv

i;~~~=====
:1-___;3~14!::;'*-~sV\\::;:N;:;_-3~0!£:01~4~-A£C0£,11,;!:-N:.,__

314 ll1D 3 4 n-"-----------c:k:i------f:...;'J-""""----------------------------.... ----------------- I_ ! P301-00 t r FROM SERVICE WATER MV-25508 (jJ J MV-2250H NOTES:

1. CONNECTIONS AND SKID INTERNALS MIGHT VARY FROM FINAL PRODUCT.

2 INTERCONNECTING PIPING AND INLINE COMPONENTS SUPPLIED AND INSTALLED BY OTHERS UNLESS OTHERWISE NOTED.

3. PIPING INSIDE PUMP SKID TO BE CPVC - SCH BO.
4. DILUTION WATER SUPPLY MUST BE 35 PSI GREATER THAN THE REQUIRED DILUTED POLYMER SOLUTION our PRESSURE. INLET PRESSURE MUST BE CONSTANT TO PREVENT FLOW SURGES THROUGH THE EMULSION POLYMER SYSTEM.
6. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECT ION.

COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. 8 7 DRIP TRAY 1 L___------------ -~ I I L __________ ___ ________________________________________ __J ISSUE FOR DESIGN ISSUE FOR DESIGN ISSUE FOR DES IGN REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 6 5 t 4 3 6:'16/1 9 PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION CIMARRON PUMP AND TREAT SYSTEM PROJECT P&ID SLUDGE THICKENER 1------+-""---:::,,,; EMULSION POLYMER SYSTEM F VWT-EPM-OOO-DWG-P-406-00 c or 1 2 F E D C u_ 0 A

8 I 7 I 6 I 5 4 I 3 I 2 I 1 ~ NOTE

t----J:

~

1.

SEE VFS-EMP-000-DWG-A-010 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

2.

BOTTOM OF LIGHT FIXTURES TO BE INSTALLED AT

r.

,7 12'-6" AFF.

3.

SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LAYOUT. F F 4' _l_ ~ © ~ SECURED 32' STORAGE FACILITY +OPEN TO STRUCTURE_ i RM 115 i E E 16' a- ~ [ ~ r-- t 3'-6" 4 L_ 32' D ~ D SECURED STORAGE FACILITY SECURED STORAGE FACILITY ARCHITECTURAL PLAN REFLECTED CEILING PLAN SCALE: 114" = 1'-0" SCALE: 114" = 1'-0" i-C w C NQ. ~g (/) RIDGE i N N~ ~ B ~~ I ,r ,!!2..- PRELIMINARY OR PERMIT SET. 0 NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES OR IMPLEMENTATION s ~t-U/ (i)veOLIA VEOLIA ~ SECURED STORAGE FACILITY NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 ROOF PLAN Richland, WA 99352 SCALE: 1/4" = 1 '-0' www.nuclearsolutions.veolia.com ~ lH~ OOCUMENT, OAT" IN O INFORW.TION COHTAlfEDTHfRfl'I Aftf CCl'l~Dfl'ITW. AND ~IIOPlllfTAAYTOl(UlllCN l'IC NEITHER THIS 000.JMENTNOII NIT OATA OIi ~ INl'OIIIUITIONTliEIIEl'IMA1'9EPROOUCE0.USEO. RELEASEDOROlSClOSED,!N'NIOlEOfCIN PART. WITTIOUTT1'!EU:PRESSEOVIRITTENCONSEITTOFl(URIO'I. INC NAME OATE~N~ CIMARRON A GGREEN ~ PUMP AND TREAT SYSTEM PROJECT A M CORBIN SECURED STORAGE FACILITY l"j"pjic.RCE ..--<sFS I E LLOYD- ~~s ARCHITECTURAL O' 2' 4' 8' 12' PLAN 1/4" = 1'-0" p,-,j - REF NUMBER I TITLE l\\ wo ~

FI"""" VFS-EPM-000-DWG-A-170 Io w

OE$CRIP'TION SCALE FEET DWG NO TITLE REFERENCES -.~ OfSIGNAUTl10fllT'Y / DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE AS SHOV\\IN I EDT I SHEET 1 "' 2 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

8 F E D C SHEET NUMBER A-170-SH1 ROOM ROOM NAME FLOOR NO FINISH J15"' STORAGE FACILllY CONC B A 8 I 7 I 6 I 5 4 I 3 I 2 I 1 NOTE

1.

SEE VFS-EMP-000-DWG-A-01 D SHEET 1 FOR GENERAL 12 _ TOP 0~1~~~~ ~ BL~~,;~~~ ~ NOTES, LEGEND AND ABBREVIATIONS. 1r-=- I I I I I I I I I I I I I 11 1111 1111 I --= ~G~E~ (12' - 9") F

=

]:IN;~~.. ~ ~ IN;~~-~ fA\\ WEST ELEVATION (B\\ NORTH ELEVATION ~ SCALE: 1/4" = 1'-0" ~ SCALE: 1/4" = 1'-0" E BL~~,;~~~~ I I I I I I I I I I I I BL~~ 1~~~-~ ~ I ~ Q -~~_.__.___._~~~._._.__.___.___._..,_..._._.'--'-_.___.__,___._..,_..._._.'--'--'--'--'-..._~- ~IN;~~-- ~ _..,_._.'--'--'--'---'--'--'-'--'-'--'-_,_-'--'--'-'-'-'--'-_,_-'--'--'-'-'-'--'--'---'-..._~- ~IN;~~.. ~ I SHEET NO I A-170-SH1 I A-170-SH1 I WINDOW TYPE I A NORTH BAS E MATERIAL 81 DG I fc\\ EAST ELEVATION ~ SCALE: 1w

  • 1'-<r DOOR SCHEDULE DOOR NO NOOF DOOR SIZE DOOR DOORS WIDTH HEIGHT THK TYPE MATL 127 1

3'-0" 7'-0" 1-3/4" B MTL 128 1 10'-0" 16'-0" A MTL WINDOW SCHEDULE WINDOW FRAME SIZ MIN (WXH) I MATL I THK I TYPE MATL FINISH 3'-0" x 4'-0" INSULATED I 1" I ALUM CLEAR WALLS EAST I SOUTH HARDWARE PAINT I 1 I MTL I PAINT I I I MFR I I MTL I MFR I I I FIRE RATING I DETAILS REMARKS I INTERIOR FINISH SCHEDULE CEILING WEST ID\\ SOUTH ELEVATION ~ SCALE: 1/4" = 1 '-0"

1 6'-0" ------

I 10'-0" A DOOR TYPES REMARKS A r~ T-0" l MATERIAL 81 FINIS H BAS E MATERIAL FINISH I BASE MATERIAL FINISH BASE I MATERIAL I FINISH MATERIAL I FI NISH I HEIGHT P1 81 0G P1 I 81 DG P1 81 I DG I P1 ors I P2 I VARIES 00 Pl I REF NUMBER I TITLE l 1---D_W_G_NO~_._~~~~-T=IT~LE~~---+~~~,,-~-R_E_FE_R_E_N_C_ES _____ --I ' DRAWING TRACEABILITY LI ST NEXT USED ON REVISIONS 7 I 6 I 5 t 4 3 I PER SCHEDULE 3*_0.. i r 4'-0" +- 3'-0" t A FRAME TYPES WINDOW TYPES FINISH MATERIALS SPECIFICATIONS 4"H RUBBER BASE SEALED CONCRETE 5/8" DENSGLASS SHEATHING GENERAL WALL PAINT, SHER'MN IIIIIUIAMS OR EQUAL CEI LING PAINT, SHERWIN WILLIAMS OR EQUAL / PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION D C 0..... ~ D g ~ ~ ~---- ---------------------~fu:2,- c;) VEOLIA Ve O l I A NUCLEAR SOLUTIONS - FEDERAL SER VICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ cfGRE~:ME "~~ CIMARRON A ~Mt~c'~' 00~,R-;B:INL====1=----~~~ - t,i---_:P~U'._l:'.M~P!_A~N~D_J_T!.2R=:EA'.:'T~S~Y'.:S~TE:!M~PR~O::J~E~CT~--_j ""'JP,.,,.1Eni,i RC..,,,E.--------,1"""___..-;;;;;"-----"" ~"71 ' SECURED STORAGE FACILITY rE~ LLo"-'v.!LD -----,r-===-~-"':~"71' ARCHITECTURAL 1-------+-"'::=--=-----c~ PLAN ~ 1-a= ,,.==- =o,,N~---1-""---------,I / F I owo,o VFS-EPM-000-OWG-A-170 D / SCALE AS SHOWN I EDT I SHm 2 OF 2 2 I 1

8 7 6 5 4 3 F 2 GENERAL NOTES:

1.

SEE VNS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

2.

SEE VNS-EPM-000-DWG-E-110 FOR POWER CONNECTION TO MAIN FACILITY. INSTALL TWO UL LISTED 8' LONG GROUND RODS ADJACENT TO BUILDING, SPACED NOT LESS THAN 6' APART. BOND LP-4 TO THE GROUND RODS USING #8 AWG MINIMUM BARE COPPER CONDUCTOR AND COMPRESSION FITTINGS SUITABLE FOR DI RECT BURIAL

4.

LP-4 CIRCUIT 6 IS PROVIDED FOR SECURITY SYSTEM (NOT SHOWN). F E E D C B A 0' 2' 4' 114" = 1 '-0" 1--i - SCALE 8 8' 12' FEET 7 6 POWER & LIGHTING PLAN SCALE: 114" = 1 '-0" REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 REVISIONS LUMINAIRE TYPES B. EXTERIOR LED WALL PACK WITH PHOTOELECTRIC SENSOR, 20W C. 2 X 4 LED TROFFER, HIGH OUTPUT, 4000K, 70.2W D. 2 X 4 LED TROFFER, HIGH OUTPUT, 4000K, WITH EMERGENCY BATTERY PACK, 70.2W 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION D C 0 w ~ i i ~ Ci) VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ ,:!;'i,.~~~~:~:~:::~~:~,':;";/~i:~:i~--:~i~:~'.':::~f.':.:~::~:--,:;~,~ ;;;.~~~:.;;'~~:;.:;/;' ::',;.';.:'.~ ~ CIMARRON PUMP AND TREAT SYSTEM PROJECT A F VFS-EPM-000-DWG-E-170 c SC.o.i.E SHOVVN SHEEl 1 C, 1 2

8 I 7 I 6 I 5 J 4 I 3 I 2 I 1 SYMBOLS LEGEND: ~ CARD READER QM DOOR POSITION SWITCH ~ ~ ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX F

r--.J:

i CARD READER - WALL MOUNTED F FIXED DOME CAMERA - WALL MOUNTED r C-XX CAMERA NUMBER/TYPE (DEFINED IN SPECIFICATION 01 SECTION 282000) AFF ABOVE FINISHED FLOOR 0 C-17 0 04 11' - 0" AFF E E m ~,~D ~ D D SECURED STORAGE FACILITY i-SECURITY PLAN SCALE: 1/4"; 1'-0" C C --( ~ r-- I i - ~ I LL 0 B I <f! I - __ L~:~ 90% DESIGN PRELIMINARY OR PERMIT SET, ~ NOT FOR CONSTRUCTION, i RECORDING PURPOSES, ~ CD WEST ELEVATION OR IMPLEMENTATION 9 SCALE: 1/4"; 1'-0" 3:; ~ (i) VEOLIA t v e O LI A NUCLEAR SOLUTIONS _ FEDERAL SERVICES > 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nudearsolutions.veolia.com ~ THE OOCUMEHT. DATA *..,.0 INFOIIW.TION COffANEO 'THERENAAE CCNFIOENTI>J.. ANO PROPRIETARY ro KURION. NC NEmlER THIS OOCUMENTNOR -.NY 0,liTA OR ~ INFOIIW.TION THEREN W.Y BE PIIOOIJCEO, USEO, RElEASEO OR DISCLOSED, IN 'M-101.f OR IN PMT, Wl'Tt!OJT lHf 0:PllfSSfOWRfTTEN CONSENT OF KURION. NC NAME llAT~ MPAN' CIMARRON A

  • s*I,;i:5i:JRE

~ FS PUMP AND TREAT SYSTEM PROJECT A n*i<iiJr. ~ FS SECURED STORAGE FACILITY D MENDOZA ~ SIS I E LLOYD ~ SfS BUILDING SECURITY PLAN O' 2' 4' 8' 12' ~ 1/4"; 1'-0" 1 i----j REF NUMBER I TITLE t ,ev I~ ~ F I =,o VFS-EPM-QQQ-QWG-J-1 ?Q JA OESCfUn1CN SCALE FEET DWG NO TITLE REFERENCES ~" O[SIQN"-UTHOOITY I/" DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE AS SHOWN I EO'l' I SHE:CT 1 "'1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

8 7 6 5 F E D C EXHAUST FAN_/ CT> MECHANICAL PLAN SCALE: 1 /4" = 1 '-0" B A O' 2' 4' 8' 12' 1/4" = 1'-0" 1-\\iiii.. i----1 SCALE FEET DWGNO TITLE DRAWI NG TRACEABILITY LIST 8 7 6 5 4 3 REF NUMBER TITLE REFERENCES NEXT USED ON RE VISIONS 4 3 2 GENERAL NOTES CT> EXHAUST FAN MODEL GREENHECK SB-1L20-4, 3084CFM@.15 IN WG @::::::> VENT LOUVER MODEL GREEN HECK ESD-435, 30" WIDE X 24" HEIGHT EACH INCLUDES 2" THK, MERV 4 FILTRATION. F E D C

u.

0 ili 90% DESIGN a PRELIMINARY OR PERMIT SET, ~ NOT FOR CONSTRUCTION, i R_E_c_o_R_o_,N_G_Pu_R_P_o_s_E_s_, ___ ---i rt~u.** OR IMPLEMENTATION VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~

~~~N~~;~ :~ ~::~~0~~~~~~:r;~~~~=~~~~:~i :~::~~T~*~~ll~;~~~~~Cfl~;:~:i:~~~~

~ F VFS-EPM-000-DWG-M-170 s SCAH SHOI/VN EDT SHEET 1 a, 1 2

F E D C B A I I ~ KEY* 8 7 i: J __ -7_ ~ 32'-0" 16'-0" 16'-0" I ,I -- ! [D 1FT2-44 71~_J I I ~ _r 7 L rn j 1- - __J -7 7 [ [ I FT2-44 -, I L_ ~1 r

1

FT1-44 I S-171 I I TYP 11: I I I I I I jl I II i I ~ 8" CONCRETE SLAB WITH #4 REBAR AT 12" EACH WAY, CIC OVER 4" OF 518" MINUS CRUSHED COMPACTED FILL OVER 12" OF COMPACTED SUBGRADE WITH SMOOTH TROWEL \\ S-171 ~ TYP FINISH NO SLOPETOC = 0'-0", SEE NOTE 1 ~. \\ I I \\ I I I I I I I I I I I I I I I 1 1 I \\ I I I I I ~ :

I :

1 1 I[ I -=_-7 FT2-44 I - FT1-44 FT2-44 1 _JI 7 IL.:rn=--l====L=-=-=-=-=-===='=rrnl____::rn'.:'_.==L============---=-=_j--':rn 1 L _ __r------~ _ _s -

~ _ _j SECURE STORAGE-PLAN VIEW SCALE: 114" = 1 '-0" NOTE*

1.

SEE VFS-EPM-000-DWG-C-112 FOR FINISH FLOOR ELEVATION. FOOTING SCHEDULE FOOTING TYPE ~ ~ DIMENSION WIDTH 6 FOOTING DIMENSIONS FTx-xx-DIMENSION LENGT_H ___________

i REINFORCEMENT PEDESTAL L

w I T ITOF, UNO EQ SP EW A I B C ! D FT1-44 4'-0" 4'-0" ; 2'-0" I (-)2'-0" (5) #5, TOP & BOTTOM 0'-9" I 1'-0" 1'-0" I FT2-44 14'-0" 14'-0" 12'-0" I (-)2'-0" (5) #5, TOP & BOTTOM 0'-9" 1 0'-9", 1'-0" 11'-0" 8 ~ I ~ r-- i<: ~ Iv ~~~g:i~6g~TH DOUBLE NUT ~; WASHER ~ ~ t ANCHOR BOLT DETAIL SCALE: NONE NOTE:

1.

ANCHOR RODS SHALL BE ASTM F1554 GRADE 36. I 7 REMARKS/DETAILS DETAIL 1 VFS-EPM-000-DWG-S-171-01 DETAIL 2 VFS-EPM-000-DWG-S-171-01 (CORNER COLUMN) BOLT DIA I A B 112" 1 6" I 2" 5/8" 8" 2" 314" 10" 2" 7/8" I 12" 2" 1" I 14" 3" 1 118" I 16" 3" 1 114" I 18" 3" 1 112" 1 20" 3" I 6 5 4 3 2 GENERAL NOTES: CONCRETE NOTES: STATEMENT OF SPECIAL INSPECTION NOTES:

1.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE2015 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 ASSUMED FRAMING SCHEMES. THIS ASSUMED INFORMATION MUST BE VERIFIED WITH PRE-ENIGIEERED BUILDING INFORMATION BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.

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) COLLATERAL B. LIVE LOADS (IBC 1607): ROOF LIVE LOAD C. SNOW LOADS (IBC 1608): GROUND SNOW LOAD UNIFORM ROOF SNOW LOAD SNOW EXPOSURE FACTOR: SNOW LOAD IMPORTANCE FACTOR: THERMAL FACTOR: LATERAL LOADS : 10 PSF + FRAMING WEIGHT 10 PSF 20 PSF Pg=15 PSF Pm=20 PSF Ce=1.0 ls=1.0 Ct=1.0 A. WIND DESIGN LOAD DATA: (PER ASCE 7-10 AND IBC 2015) VELOCITY (3-SEC.-GUST) V = 115 MPH EXPOSURE C RISK r.ATFr.ORY II INTERNAL PRESSURE COEFFICIENT +/-0.18 B. 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: ~= un S1 = O.D70 SEISMIC SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.238 Sd1 = 0.114 SEISMIC DESIGN CATEGORY B 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 SUBGRADE 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 314" MINUS CRUSHED ROCK OVER FABRIC. I REF NUMBER DWGNO I TITLE DRAWING TRACEABILITY LIST NEXT USED ON I 5 t I I I

1.
2.
3.

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 UPON ACI 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 FOR 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. 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*

1.

IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.

2.

CONCRETE CONSTRUCTION : SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE 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 COMPRESSIVE STRENGTH OF 2500 PSI.

3.

SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 OF THE IBC AND AISC 341. OVERALL FLATNESS NUMBER, Ff>20 MINIMUM LOCAL FLATNESS NUMBER, Ff>15 OVERALL LEVELNESS NUMBER, Fl>15 MINIMUM LOCAL LEVELNESS NUMBER, Flc:10 METAL BUILDING NOTES:

4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.

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. ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY AFTER PLACEMENT, AS PER THE RECOMMENDATIONS OF ACI 302, UNLESS NOTED OTHERWISE. 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 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. REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE, VFS-EPM-OO0DWG-S-171 -02, UNLESS NOTED OTHERWISE. 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 :

  1. 6 THROUGH #18 BARS: 2"
  2. 5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS WALLS, JOISTS

  1. 14AND 18 BARS: 1 1/2"
  2. 11 BAR AND SMALLER: 314" 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.

THOROUGHLY CLEAN FORMS AND ADJACENT SU RFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER ACI 302. 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. 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.

15.

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

16.

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.

17.

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

18.

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 "B" SPLICES.

19.

AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR 'WATER CURED". ANCHOR RODS NOTES:

1.
2.
3.
4.

5.

6.

ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1 A THREADS, UNLESS NOTED OTHERWISE. FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE. FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS. A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING. I TITLE REFERENCES

1.

INSTALL PRE-ENGINEERED METAL BUILDING PER MANUFACTURER. / PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION -- -- --~ ;~\\ ~ ~ l=m=='"'= """"'.0---1~-------:..__./---,1 FI ~,rn VFS-EPM-QQQ-DWG-S-170 .,,,./ scAtE SHOWN IEor J ttim 1 REVISIONS a, 1 4 I 3 2 F E D C

u.

0

F E D C B A 8 REINFORCING SEE SCHEDULE, VFS-EPM-000-DWG-S-170 (4) #5 BENTS Jl 7 ANCHOR BOLT, SEE ANCHOR BOLT DETAIL, VFS-EPM-00O-DWG-S-170, COORDINATE SIZE, QUANTITY AND LOCATION WITH METAL BUILDING MANUFACTURER I 7- ~---f--t----~ _JL_~--....... m/1 1 2 utt ~ i1: L __ -=1 u[ J ~ _J +,----_--+* - - 1 _J_ ,----1 I +----+----------+ I I DETAIL S-1 70-1 SCALE 3/4"=1'-0" NOTE:

1.

SEE FOOTING SCHEDULE TABLE ON DRAWING VFS-EPM-000-DWG-S-170 FOR DETAIL CALLOUT. ( ----. ) .- 1/4" DEEP ELASTOMERIC SEALANT I GIRT LINE ____J /.- 318" ASPHALTIC - I / / EXPANSION JOINT MATERIAL ~1 I / / 1 SEE PLAN FOR SLAB =, ~ /. REINFORCING, I I/ I VFS-EPM-000-DWG-S-170 ~-~---' -- / 1 .,l~ rr1*. ~ a J. ~ 9 ___E I 1=11 l=I 1 1 I ' IID¥='1 Ii- ' ' 1=1 I l=i *

lii"i
  1. 4 AT 18" C/C _ n O ~
  2. 4 AT 12" CIC ALT HOOK

=t' * -.f"-...__~ R1 0 RIGID j INSULATION (IF HEATED) ~ ------ 1 1 '-0" I (2) #5 CONT ii c SECTION S-170-1 SCALE: 3/4" = 1'-0" 8 7 w z 6 (4) #5 BENTS i 1I 6 5 4 1/4" DEEP ELASTOMERIC SEALANT, AND 3/8" ASPHALTIC EXPANSION JOINT MATERIAL - REINFORCING SEE SCHEDULE, VFS-EPM-000-DWG-S-170 - 2 DETAIL \\ L ANCHOR BOLT, SEE ANCHOR BOLT DETAIL, VFS-EPM-000-DWG-S-170, COORDINATE SIZE, QUANTITY AND LOCATION WITH METAL BUILDING MANUFACTURER S-170-1 SCALE 3/4"=1'-0" NOTE:

1.

SEE FOOTING SCHEDULE TABLE ON DRAWING VFS-EPM-000-DWG-S-170 FOR DETAIL CALLOUT. o SECTION S-170-1 SCALE: 314" = 1'-0" NOTE:

1.

TYPICAL AT DOORS. 5 4 ( \\ \\ I 1 112* I -- GIRT LINE I - COLUMN 3 SIDING EB II - #5 BENT SEE 1 _1I_ 3 w >-...J z::, WCl ~~ wU 2 NOTES

1.

SEE VFS-EPM-000-DWG-S-170 SHEET 1 FOR NOTES, ABBREVIATIONS AND SCHEDULE. ANCHOR BOLT .,- #5 BENT SEE EB ~~ SLAB -\\ WI~ \\ / 30 r18 l I 18 L___ I J>--c -~--- --<---,-+------+--~ I ~I r~~~. f.-".,~-- ., I --+- [ * -* * **. _- __ -w s:EE~~~E~c~~~ I,

  • 1 1 ~ Ii i=I I i=I 11 t=?

I 1 VFS-EPM-OO0-DWG-S-170 - ,__ ____ SEE FOOTING PLAN------. ;., ~ PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F E D C ~ ; ~ ~ ,----------------------------1> (i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Su~e 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~

~~~~~;~~ :~ ::~:~~D~~~~~~:J~).t~~~~;~~~~~i 6:~:~~~-~~~.:~t~ -~~R~~~~~~~~~~~fg; ::::~~~~R

~ s SCALE SHOWN StiEET 1 o, 2 2

F E D C B A r 8 DETAIL DIMENSION _ I HOOK ~ I AORG -~~_: 7 RECOMMENDED END HOOKS, ALL GRADES OF STEEL I ! i 4d,,BOR 2112" MIN I ~~~ : D I AO~~o* rooK~ l go;~ I J r t -d1 DETAIL DIMENSION _ <:J *1 Q-,'.-=--i a:: -t!' 0 N <( t _J

  1. 3 2 114" I

5" 3* 6"

  1. 4 3"

I 6" I 4" 8"

  1. 5 3 3/4" 7"

5" 10"

  1. 6 4 1,2..

I 8" 6"

  1. 7 5 1/4" 10" T'
  2. 8 6"

I 11" 8"

  1. 9 9 1/2" I

1'-3" 11 3/4"

  1. 10 I

1'-5" 10 3/4" 1'-11/4" 12" I 1'-7" 1'-2 3/4" 1'-0" 1'*2" 1'-4" 1'-7" 1'-10" 2'-0" 18114" I 2'-3" 1 '-9 3/4" 2'-7" 24" I ALL GRADES OF STEEL: f--#_1_8-+-----+-_3_'-0_"~_2_'-_4 _11_2'_' -+---3_'*5_"_~

1.

D = FINISHED INSIDE BEND DIAMETER.

2.

d,, = NOMINAL BAR DIAMETER.

3.

MIN. D = 6 d,, FOR #3 THROUGH #8.

4.

MIN.D = 8d,, FOR#9, 10AND#11.

5.

MIN.D = 10d, FOR#14AND#18. 8 7 6 6 5 11 * ~ BAR ~ ~ = j j SIZE D I 90° HOOKS Gr ' I A~G 1 1 135° HOOKS AO~ w

  • r, I
  1. 3 11,2" 4"

~ 1° AORG I #4 2" 41/2" 4" 2112" 41/2" 3" 5112" 3 314" f-

  1. 5 2 1/2" i 6"

0 ~ >--#6 --+--_4_ 1_,2_.. ___ 1*_.o_" _+----<f---

  1. 7 5 114" I 1*-2" 8"

41/2" L if--#8---+----+----+------+-- 6" I 1*-4" 9" 5114" 10 112" 6" ~ PROVIDE L-SHAPED CORNER BARS THE SAME SIZE AS HORIZ REINF LENGTH OF EA LEG SHALL BE CLASS "B" PER LAP SPLICE SCHEDULE l l

  • - H DIMENSION IS APPROXIMATE CONG FND WALL

/ PER FOUNDATION PLAN -~ I --.._~ VERT REINF PER PLAN HORIZ REINF PER PLAN _ !l'rj-....___ EXTEND HORIZ REINF w\\,J.- TO 2" FROM EDGE OF INTERSECTING WALL 4 I J I I 3 fc = 2500 psi LENGTH (INCHES) f----rc_=~3_oo_o_p_s,_* --+--L_E_N_G_T_H_(IN_ C_H_E_S_) ---l BAR SIZE LAP CLASS TOP BARS OTHER BARS ,_B_A_R_S_IZ_E-+j_LA _ P_C_LA_S_S-+-T_O_P_B_A_R_S +-' O_ T_H_E_R_B_A_R-, S 1 1 A 24 18 I I j A 22 ) 17 3_-...-__ B ___ _3_1 _

-._24 __

3 lr--~-~~-=-~~~~~~:~,---_-_-_ 2-2~ ~~-= 28 >---A--~' __ 3_2_~_2_4_--11

  1. 4 r'--A--+,----+f-_2_2_

B 41 32 B 29

  1. 4 29 38

>---A ____ 3_9 _-+I __ 3_o __ I

  1. 5 l,___A ________

2_8_--, B 1 51 I 39 B 36

  1. 5 36 47 A

47 36 I I A 33 B 61 47 1

  1. 6 B

43 I i

  1. 6 43 56 A

55 I 42

  1. 7 A

39 55 B 50

  1. 7 50 65 B

-f-- 71 A 63 57 48 A 44

  1. 8
  2. 8 82 63 f-B 57 75 65
  3. 9 A

71 54

--~

I A 50 >-----+---B __ 92_-+--__ 71 __ ...... l,__ __ -+-__ B _____ ~ 65_---i f

  1. 1 O A

78 60 j A I 1 55 84 72 I B 102 78 I 10 I B I 72

  1. 11

>---A __ +1 __ 8_6 _-+-_6_6_--<- r_*

  1. 11 1 1

AB 61 j 93 79 102 B 112 86 _-----~I--~ NOTES -TABULATED 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.
5.

CASE 1 COVER AT LEAST 1.0d,, AND C.-C. SPACING AT LEAST 2.0 d,. CASE 2 COVER LESS THAN 1.0 d,, OR C.-C. SPACING LESS THAN 2.0 db. ALL OTHERS: CASE 1 COVER AT LEAST 1.0 d,, AND C.-C. SPACING AT LEAST 3.0 d,. CASE 2 COVER LESS THAN 1.0 d,, OR C.*C. SPACING LESS THAN 3.0 d,. 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.
8.

FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING FACTORS CONCRETE COVER AND SPACING COVER< 3.0 d,, OR C. -C. SPACING< 7.0 d,, COVER,. 3.0 d,, OR C. -C. SPACING > 7.0 d,, TOP BARS OTHER BARS 1.711.3~ 1.50 1.20 1.20

9.

ALL CALCULATIONS SHOVIIN ABOVE ARE ASSUMED TO BE CASE 2. 0 ~~:N~~~~~~ AND DEVELOPMENT LENGTH 2 I NOTES:

1.

SEE VFS-EPM-000-DWG-S-170 SHEET 1 FOR NOTES, ABBREVIATIONS AND SCHEDULE. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION Ve O LI A NUCLEAR SOLUTIONS. FEDERAL SER_VICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 F E D C

u.

0 Ci) VEOLIA www.nuclearsolutions.veolia.com ~ >---D-W- G-NO--+---- --TI-TL_E ____ -+-_R_E_F_N_UM_ B_E_R~f_ RE_F_E_R-EN_C_E_ST_IT_L_E _____ f\\('" "" 1--.....:........:........:...D_R_AWl-'-N-G_T_R-AC_E_A_B_IL-IT_Y_LI_ST-----+-N-EX_T_U_S_E~D~O-N ___________ , \\',~\\ ""' I REVIS IONS 5 t 4 3 TliE OOCUt,t E.l'IT, DA.TA. N-10 INFOIUAATION CCNTAN EO lHEIIEN AAE COHl0£1,(flAL.,,.,0 PROPRiETNIY TO ICURION, NC NEtlHER 11-HS DOCUNE.l'IT HOII NfY D,t,,TAOII NFOfl""'-TION TI1ERE~ MAY8E l'ROOUCED. USEO. Rftf,ll.3EO OR OLSCLOSfD. 11'1 V'IHOl,f 01'1 IN PART, VflTl10UTTl1E EXPRESSED WMITT&I CCNSENT Of IWRICl<I. NC: NAME £..~t'LSON

  • ~OORE E LLOYD 2

CIMARRON PUMP AND TREAT SYSTEM PROJECT SECURED STORAGE FACILITY FOUNDATION SECTIONS AND DETAILS I '"' , A °' 2 ~ A

8 I 7 I 6 I 5 ~ 4 I 3 I 2 I 1 GENERAL NOTES: LEGEND:

1.

CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION --- E--- ELECTRICAL CONDUIT/CABLE DOCUMENTS INCLUDING ANY APPROVED CHANGE DOCUMENTATION ON THE PROJECT AT ALL F TIMES. COMMUNICATION CONDUIT/CABLE F

2.

CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING --- Fo--- FIBER OPTIC CABLE STRUCTURES, MONUMENTS AND FACILITIES UNLESS OTHERWISE NOTED ON THE PLANS. ANY EXISTING STRUCTURES, MONUMENTS, OR FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN --- w--- DOMESTIC WATER LI NE ORIGINAL AT CONTRACTOR'S EXPENSE. --- SAN--- SANITARY SEWER LINE

3.

ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND OWNER SHALL BE AT THE CONTRACTOR'S OWN RISK AND EXPENSE. --- x--- FENCE LINE t--

4.

SITE CONDITIONS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO STARTING WORK. GRADE BREAK 5 IT IS CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITIES LOCATE PROVIDER TO IDENTIFY UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. E:v:~:v :,3 ANGULAR STONE

6.

EROSION AND SEDIMENT CONTROL BMP'S INSTALLATION AND MAINTENANCE IS THE RESPONSIBILITY OF CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES. I *,

  • j
  • "I CONCRETE 7

CONTRACTOR SHALL MAINTAIN CONSTRUCTION REDLINES TO DOCUMENT AS-BUILT CONDITION. E REDLINES WILL BE AVAILABLE FOR ENGINEERING REVIEW AT ALL TIMES. AT THE COMPLETION OF E CONSTRUCTION ACTIVITIES REDLINES SHALL BE DELIVERED TO ENGINEER. ~ TRUEGRID PERMABLE PAVERS ~ GRAVIEL t-- ~mwmwmwm COMPACTED SOIL OR STRUCTURAL FILL ABBREVIATIONS: ELECTRICAL POLE BMP BEST MANAGEMENT PRACTICES EL ELEVATION 8 DOMESTIC WATER VALVE EP EDGE OF PAVEMENT D D FG FINISHED GRADE ~ BACK FLOW PREVENTER FF FINISHED FLOOR GB GRAIDE BREAK ~ FIRE HYDRANT LF LINEAR FEET R RADIUS 0 RG ROUGH GRADE SITE ELECTRICAL NOTES TOE TOE OF SLOPE TOF TOP OF FOUNDATION 0 COMMUNICATION NOTES TOP TOP OF SLOPE © SANITARY SEWER NOTES b DOMESTIC WATER NOTES C C f - IL 0 B I 90% DESIGN ,!Q... 0 PRELIMINARY OR PERMIT SET, N (.) NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, i OR IMPLEMENTATION ~ tZ - Ci)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutons.veolia.com 0 TttEOOCUMENT, DAlA ANONFORW.TJONCONTAWEOTHEREINARECOIFIOEHllAI.ANOPROPRIETAAYTOllJRl~ . INC, NEITHERlHISOOOJMENTNORA.~YOATAOR ~ !NFOfU,IATION '!1"1EIEIN MAYBE PROOLCfO USED. RELEASED OR OISCLOS EO. IN -OIE ~ !N PAU. WIT'HOJTT1"1E El.PRESSED WRITTEN CONSEMl OF IWRIC"I INC: NAME """.-,,:;;;~ CIMARRON A D NELSON PUMP AND TREAT SYSTEM PROJECT A D NELSON J PIERCE CIVIL SYMBOLS, NOTES I M WASEMILLER AND ABBREVIATIONS ETLOYD REF NUMBER I TITLE I$ OES.CRIMIOt< ~ --- Fl =*o VFS-E PM-000-DWG-C-201 I's OESIClNA.UlttOIIITY :/ DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCAI.E NONE Im l'"m 1 1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

F E D C 8 A 8 L5\\ CONCRETE PAD ~1 10.5'X47' 8 7 Q PERSONNEL GATE '-_./ W TK-201 ~-2 DOUBLE WALL INFLUENT TANK 7 @ FENCELINE 6 CONCRETE PAD @ FOR PUMP 9' X 6' C-230 (NO CURB) GRAVEL SECTION ACID TANK PAD 23' X 12' W 1TH 8" CURB C-230 TRUCKGATE~ '-_./ ru '-_./ 4 REF NUMBER TITLE TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 GRAVEL SECTION 3 2 GENERAL NOTES:

1.

SEE VFS-EPM-000-DWG-C-201 FOR CIVIL NOTES.

2.

SEE VFS-EPM-000-DWG-G-200 FOR GENERAL EQUIPMENT ARRANGEMENT AND PIPING.

3.

SEE VFS-EPM-000-DWG-C-220 FOR SITE UTILITY PLAN. SEE BMCD-GWREMED-C006 AND BMCD-GWREMED-C008

4.

SEE VFS-EPM-000-DWG-S-201 FOR STRUCTURAL NOTES. IT::> ROAD FINISH IS TO MATCH NEW SURFACE CONDITIONS, SEE SECTION B FOR DETAILS.. 1-1/2" TRUE GRID MACK PERMEABLE PAVING SYSTEM E 8" SUB-BASE WITH 3/4" TO 1" CLEAN, WASHED ANGULAR STONE COMPACTED SUBGRADE OR STRUCTURAL FILL ....-,--"rl~-'-r-'rl-~--...+..,._..._.,....,....,~_,,_,...,...~+t '--"-'-'=-"--'--'-'-'='-'-'--LC.CC=-'-'=:c;,i_....c:=cw TRUEGRID PRO NOTES:

1.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF TRUEGRID PRODUCT

2.

USE 5/8" TO 3/4" AGGREGATE FOR GRAVEL FILL-IN OF GRID. TRUEGRID PRO PAVING SECTION SCALE: NONE 8" CRUSHED AGGREGATE WOVEN 315 Gl::OI1::XI I LI:: ~Aclt-<lt;t COMPACTED SU BG RADE i NOTES:

1.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF GEi WORKS WOVEN 315 OR EQUIVALENT GEOFABRIC PRODUCT. GRAVEL SECTION SCALE: NONE PHASE 1 CONCEPTUAL DESIGN F E D C I Cl) 0 (.) ~ i i ~ ~Q V_E_O_LI_A_N_UC_L_E_AR_S_O_LU_T_IO_N_S--1 > Ve OLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 0 TtiE OOCUMENT. o,t.TA,AND f<IFORMATION CONTA.tlEDntE!Utl ARE C::OffDENTW. AHD PRO!'RIETARYTOVNSFS. LLC. NEITHER n1lS DOCUMENT NORMY OAT A OR !NFORlilATIONTliEltEJIMAYSfPROOUCEO. US'EO. REtEASEOORDISCtOSEOINNiOlEOfllltPA.~TwrtliOJllHEEXPftESSEDW:!:ITTE."CONSENTOFVNSFS UC BURIAL AREA #1 SITE PLAN b===-----+<=---,i F ~"'VFS-EPM-000-DWG-C-210 m1 1-~---------,-R-,,.EV-l.,-Sl-:-O-,NS~-~-~-~---; SHEET 1 0, 1 3 2 i

F E D C 8 A 8 W CONCRETE PAD ~1 FOR IX TRAIN 10.5' X 47' 8 7 ~ PERSONNEL GATE '-._./ W TK-201 ~2 DOUBLE WALL INFLUENT TANK @ FENCELINE 7 CONCRETE PAD 1 FOR INJECTION S-210-1 SKID 6 SCALE* 1" = 10'-0" 0 10 20 M !Feet ACID TANK PAD W 23' X 12' W 1TH 8" CURB e TK-203 ACID TANK TRUCKGAT[~ PERSONNEL GATE w '-._./ GRAVEL SECTION 5 4 4 GRAVEL SECTION 3 3 1-112" TRUEGRID MACK PERMEABLE PAVING SYSTEM 8" SUB-BASE WITH 314" TO 1" CLEAN, WASHED ANGULAR STONE COMPACTED SUBGRADE OR STRUCTURAL FILL 2 GENERAL NOTES

1.

SEE VFS-EPM-000-DWG-C-201 FOR CIVIL NOTES.

2.

SEE VFS-EPM-000-DWG-G-200 FOR GENERAL EQUIPMENT ARRANGEMENT AND PIPING.

3.

SEE VFS-EPM-000-DWG-C-220 FOR SITE UTILITY PLAN. SEE BMCD-GWREMED-C006 AND BMCD-GWREMED-C008.

4.

SEE VFS-EPM-000-DWG-S-201 FOR STRUCTURAL NOTES. IT:>- ROAD FINISH IS TO MATCH NEW SURFACE CONDITIONS, SEE SECTION B FOR DETAILS. TRUEGRID PRO NOTES:

1.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF TRUEGRID PRODUCT USE 518" TO 314" AGGREGATE FOR GRAVEL FILL-IN OF GRID. TRUEGRID PRO PAVING SECTION SCALE: NONE 8" CRUSHED AGGREGATE WOVEN 315 G!!OT!!XITL!! P'A!!l'UCt COMPACTED SUBGRADE ~ NOTES:

1.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF GEi WORKS WOVEN 315 OR EQUIVALENT GEOFABRIC PRODUCT. GRAVEL SECTION SCALE: NONE 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C ~ vi 0 <ii 0 ~ i ~ ~ 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 SITE PLAN SCME SHOV\\IN Sl1£El 1 A i5 0, 1

F E D C B A 8 PULL POST FABRIC BAND(TYP) STRETCHER BAR (TYP) 8 7 10'-0" TYP CHAIN LINK FENCE FABRIC 4'-0" CHAIN-LINK FENCE WITH 2 PERSONNEL GATE DETAIL C-210 SCALE: NONE 7 GATE POST (TYP) - 3 1/2" (IN) DIA (NOM., SCH. 40) 6 --+-----+-- 12" ROUND TYP 5 MATCH FENCE SELVAGE (TYP) 10'-0" MATCH FENCE SELVAGE (TYP) 4 TOP HINGE - 180" SWING (TYP) BOTTOM HINGE - 180' SWING (TYP) CHAIN-LINK FENCE WITH GATE DETAIL TOP HINGE-180" SWING, TYP TRUSS ROD (TYP) 0 C-21 0 SCALE: NONE STEEL CAP PLATE 1/2" REFLECTIVE TAPE, TYP ,- 6" STEEL PIPE SCHEDULE 80 PIPE FILL WITH CONCRETE AND PAINT WITH "HIGHLY VISIBLE" COLOR CURB AS SHOWN ON CIVIL LAYOUTS BROOM FINISH 7 WITH 1/4 TO 12 II ~ ! I 5 ~ I I I w ~ '-----t---'---~i ___ ~_J

  1. 5 REBAR ALL AROUND
  2. 5 DOWEL AT 18" QC

<O 1'-6" 3 EXTERIOR BOLLARD DETAIL C-210 SCALE: NONE A SECTION SCALE: NONE (CURB ONLY REQUIRED IN LOCATIONS INDICATED ON CIVIL LAYOUTS) 4 MISCELLANEOUS EQUIPMENT PAD C-210 SCALE: NONE REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6 5 4 3 2 REVISIONS 3 2 GENERAL NOTES

1.

SEE VFS-EPM-000-DWG-C-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION SCALE NONE SHEET 1 OF 1 F E D C lL 0 I (/)

8 F E D C B A O' 2' 4' 8' 12' 114" = 1'-0" ~----- ---..i SCALE FEET 8 7 7 22'-8" ~ CON NECTION POINT V TO WA INFLUENT LINE (BY BMCD) 8'-7" 9'-7 1/2 3"-GW-21501-AS01-HT&I 6 5 - ------ 2()-11/2------- -11'-71/2------< CONNECTION POINT TO WA OUTFALL LINE (BY BMCD) V-253 3"-GW-21502-AS01-HT &I - ---- ---- 23'-0" - ------------< 4 (INJECTION SKID BY BMCD) 1"-HCL-21505-AR01-N TK-2~ ---~- V-80088-V-807 CV-806 URANIUM IX TRAIN SKID ARRANGEMENT SEE VFS-EPM-000-DWG-M-210 TANK EQUIPMENT AND ACCESSORIES ASSEMBLY SCALE 1/4" = 1'-0" REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6 5 4 3 REVISIONS 3 2 GENERAL NOTES: NOZZLE LOCATIONS SHOWN ON TANKS ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBM ITTAL FOR PIPE SUPPORT SUPPORT DETAILS SEE DRAWING VFS-EPM-00O-DWG-S-210. INSTALL PER SPECIFICATION SETION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT. ~ PUMP ENCLOSURE SHALL BE HUBBELL HOT BOX MODEL NUMBER DF4FEH, V PART NUMBER HD041041045 WITH 1000W HEATER AND VENTILATION FAN. CENTER ENCLOSURE OVER CENTER OF PUMP AND ATTACH TO CONCRETE PAD USING SUPPLIED HARDWARE. ENSURE THAT THERE IS 12" OF CLEARANCE FROM INSIDE DIMENSIONS OF ENCLOSURE TO EDGE OF CONCRETE FOR ENCLOSURE MOUNTING. CONTRACTOR TO CUT HOLES IN SIDES OF ENCLOSURE FOR PIPE, HOLES SHALL BE 1/2" LARGER THAN PIPE SIZE. AFTER INSTALLATION APPLY EXPANDING FOAM AROUND THE PERIMETER OF THE PENETRATIONS ~ INTERFACE FLANGE TO BE 12" ABOVE GRADE, CENTER CONNECTION POINT V PIPE IN 18" SONNET TUBE X 30" DEEP. FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLED. NOZZLE SCHEDULE FOR TANK TK-201 MARK QTY RATNG SIZE LOCATION N1 -FILL 1 150# 3" ROOF (NOTE Al N2-DISCHARGE 1 150# 3" 8" ABOVE TOC N3 -HIGH LEVEL 1 150# (NOTE 1.) ROOF SWITCH N4-VENT 1 150# /NOTE 1.1 ROOF NS -LEVEL 1 150# (NOTE 1.) ROOF DETECTION N6 -LEAK 1 NIA (NOTE 1.) BETWEEN SHELLS DETECTION MANWAY 1 (NOTE 1.) 24" 20" TO 60" ABOVE TOC MANWAY 1 (NOTE 1.) 24" ROOF SCHEDULE NOTES: A INFLUENT PPE RUN IS TO BE SUPPORTED DOWN THE SOE OF THE TANK NOZZLE SCHEDULE FOR TANK TK-202 MARK QTY RATNG SIZE LOC ATkJN N1 - FILL 1 150# 3" ROOF /NOTE Al N2 - DISCHARGE 1 150# 3" BOTTOM, 8" ABOVE TOC N3 - DETECTKJN 1 150# (NOTE 11 ROOF N4-VENT 1 150# /NOTE 11 ROOF NS - PRESSURE 1 150# (NOTE 1) ROOF RELEF LINE N6 -SPARE 1 150# (NOTE B) ROOF MANWAY 1 (NOTE 1.) 24" 20" TO 60" ABOVE TOC MANWAY 1 (NOTE 1.) 24" ROOF SCHEDULE NOTES* A. EFFLUENT PIPE RUN IS TO BE SUPPORTED DOWN THE SIDE OF THE TANK.

8. NOZZLE ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE.

90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B ls

Ji C,

C, ~ i ~ ~

e Cl,.

w ~--------------- - -------------< ~ (i) VEOLIA 2 Ve OLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 ~ Richland, WA 99352 www.nuclearsolutions.veolia.com CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL BURIAL AREA #1 GENERAL ARRANGEMENT VFS-EPM-OOO-DWG-G-200 A D

8 F E D I INJECTION SKID BY BMCD)~ C l!I I c=+=t c=+=t Ill I I B A O' 1' 2' 4' 6' r---- - liiiiiiiiiiil SCALE FEET 8 7 111111V'.-n, IH 4181 CU. CAP. I 7 6 1 1 6 5 4 3 3"-GW-21501-AS01-HT&I----,_ /2"-HCL-21503-AR01-N MOV-201~ ~ i.o n \\_V-203 (E:')SECTION G~-1 SCALE: 1/2" = 1'-0" DWG NO TITLE DRAWING TRACEABILITY LIST 5 ~ /URANIUM IX TRAIN SKID ARRANGEMENT / SEE VFS-EPM-000-DWG-M-210 ,.----,b,-------...L.---....---.s7 0 TK-203 -2'-9" \\ il \\ \\ g'l \\ \\ ~ 1'-81/2" 3"-GW-21502-AS01-HT&I 1"-HCL-21505-AR01-N REF NUMBER TITLE REFERENCES NEXT USED ON 4 ro I REVISIONS 3 2 NOTES: 1 SEE DRAWING VFS-EPM-000-DWG-G-200 FOR NOTES ~ INTERFACE FLANGE TO BE 12" ABOVE GRADE. CENTER CONNECTION V POINT PIPE IN 18" SONNET TUBE X 30" DEEP. FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLED 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B N c=,.... ~ c.;> ~ ij ~-------------------------1 ~ (i) VEOLIA 2 Ve O LI A NUCLEAR SOLUTIONS FEDERAL SERVICES ~ 295 Bradley Blvd. Suite 300 i!5 Richland. WA 99352 www.nuclearsolutions.veolia.com CIMARRON PUMP ANO TREAT SYSTEM PROJECT MECHANICAL BURIAL AREA #1 GENERAL ARRANGEMENT F VFS-EPM-O00-DWG-G-220 C SCALE SHOWN SHEET 1 or 2 A

F E D C B A 8 3"-GW-21501-AS01-HT&I (INJECTION SKID BY BMCD) 0' 1' 2' 112" = 1'-0" i------- SCALE 8 7 V-203 7 6 5 LIT-201 J>*-FW-21514-AS01-HT&I 2"-RV-21525-AS0 1-HT & I (F'iSECTION G~1 SCALE: 112" = 1'-0" DWGNO TITLE DRAWING TRACEABILITY LIST 6 5 4 3 TK-202 REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 2 NOTES: SEE DRAWING VFS-EPM-000-DWG-G-200 FOR NOTES. V-808 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION Ci) VEOLIA VE O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL BURIAL AREA #1 GENERAL ARRANGEMENT F E D C B N N as A l

8 I 7 I 6 I 5 4 I 3 I 2 I 1 LINES SYMBOLS: (CONTINUED) ABBREVIATIONS: INSTRUMENT/FUNCTION SYMBOLS GENERAL NOTES: ONE-LINE CONDUCTOR/CONDUIT A AMPERES PRIMARY LOCATION ~ SURGE PROTECTION DEVICE, BA1 BURIAL AREA 1 NORMALLY ACCESSIBLE TO

1.

ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL UNDERGROUND CONDUIT INTERNAL CBL CABLE OPERATOR ELECTRICAL CODE, 2017 EDITION --G-- GROUNDING CONDUCTOR CKT CIRCUIT F

§ DUPLEX RECEPTACLE CTRL CONTROL F

EMBEDDED REBAR DP DISTRIBUTION PANEL DISCRETE INSTRUMENTS OS DISCONNECT SWITCH -~--, =@ DOUBLE DUPLEX RECEPTACLE EGC EQUIPMENT GROUNDING CONDUCTOR F.O. FIBER OPTIC ~ SHARED DISPLAY, FVNR FULL VOLTAGE NON REVERSING

§ DUPLEX RECEPTACLE, GROUND G

GROUND SHARED CONTROL SWITCHED GFCI FAULT CIRCUIT INTERRUPTER GEC GROUNDING ELECTRODE CONDUCTOR NEUTRAL GES GROUNDING ELECTRODE SYSTEM DUPLEX RECEPTACLE, GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GROUND

§ FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR GFCI WITH WEATHERPROOF COVER GND GROUNDING CONDUCTOR

~- WP HM! HUMAN MACHINE INTERFACE SYMBOLS: HP HORSEPOWER A 1' X4' LUMINAIRE HVAC HEATING, VENTILATION & AIR CONDITIONING ),_ C:::=J A= FIXTURE TYPE HZ HERTZ 1/0 INPUT/OUTPUT i CORD & PLUG/RECEPTACLE A IX ION EXCHANGE CJ 2' X4' LUMINAIRE KV KILO-VOLT KVA KILO-VOLT AMPERES A= FIXTURE TYPE KW KILO-WATT E ( KWH KILO-WATT HOUR E A 1' X4' LUMINAIRE W/ EMERGENCY LED LIGHT EMITTING DIODE NON-FUSED DISCONNECT SWITCH ~ BATTERY PACK LP LIGHTING PANEL A= FIXTURE TYPE MCC MOTOR CONTROL CENTER MLO MAIN LUGS ONLY ~ A 2' X 4' LUMINAIRE W/ EMERGENCY N NEUTRAL c:;;.jjjl BATTERY PACK NEC NATIONAL ELECTRICAL CODE FUSED DISCONNECT SWITCH A= FIXTURE TYPE p PUMP/POLE BREAKER PLC PROGRAMMABLE LOGIC CONTROLLER PLG PLUG f-@ WALL MOUNTED LUMINAIRE pp POWER PANEL D A= FIXTURE TYPE PWR POWER FUSE RCPT RECEPTACLE SKD SKID ~ LINE BREAK SPD SURGE PROTECTIVE DEVICE SWBD SWITCHBOARD CONNECTION POINT/ GROUN D ROD V VOLTS VA VOLT AMPERES VFD VARIABLE FREQUENCY DRIVE EXOTHERMIC BOND OR COMPRESSION w WATTS/WIRE FITTING CONNECTION WAFT WESTERN AREA TREATMENT FACILITY WP WEATHERPROOF D I) XFMR TRANSFORMER D XO TRANSFORMER SECONDARY NEUTRAL 20A CIRCUIT BREAKER (TRIP) I I) 1soo I 2000 CIRCUIT BREAKER (TRIP/FRAME) ---3 CURRENT TRANSFORMER r-0 MOTOR X=HP L':,. ~ t rvy TRANSFORMER J-GROUND C C s KILOWATT HOUR METER rH 1y2s ~ I 225 D POWER PANEL, MAIN BREAKER PP-1 I 10ot ~ LIGHTING PANEL, MLO, NUMBER INDICATES ~ PANEL SIZE LP-A .ft... ~ is B r -1 ~ I I I ENCLOSURE/SKID 90% DESIGN ,!!?..- L_J 0 PRELIMINARY OR PERMIT SET, N w 0 B NOT FOR CONSTRUCTION, ~ VARIABLE FREQUENCY DRIVE RECORDING PURPOSES, OR IMPLEMENTATION ~ ~r-B Ci)veOLIA VEOLIA SURGE PROTECTION DEVICE, NUCLEAR SOLUTIONS - FEDERAL SERVICES EXTERNAL 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ fl.IE DOCUMENT. DATA, ANO INFOA ""'TION C~l/Uf EO lHEREN ME CONflll[l<Tl,1,L AND PROPRIETARY TO IWRION, NC Nftll1fft '1111! DOCUIIIENT NOII NN OATIIOII ~ METER INFORW.llOlfllHREN IIU\\Y II!. 1'1100\\JCfO. USfO IIHEASED Oft DISCLOSED. IN Y'IHOlfOR IN PART, WITHOJTT1'1E UPIIESSEO MITTEN CONSENT OF KURIOH. NC DIGITAL POWER METER MODULE NAME OAT~ ?AN CIMARRON A SMOORE ~ SfS PUMP AND TREAT SYSTEM PROJECT A rn 5-t<iNG __.-VNSFS ELECTRICAL FULL VOLTAGE NON REVERSING STARTER D-MENDOZA VN SFS I E LLOYD ~ s,s SYMBOLS,NOTES,AND ABBREVIATIONS ~ AVAILABLE 30 FAULT CURRENT (RMS, SYM. AMPS) REF NUMBER I TITLE I~ DESCRIPTION ~

FIMG,o VFS-EPM-000-DWG-E-201 Is DWGNO TITLE REFERENCES OESt3NAUTI10RITY I/

DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCA!.( NONE Im J~m 1 "1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

8 7 F E D C B A 8 7 SUPPLY SIDE BONDING JUMPER (TYP) GROUNDING ELECTRODES (GES) GEC GEC I I I I I I I I 6 POLE-MOUNTED TRANSFORMERS (WYE-WYE CONNECTION) GROUNDED CONDUCTOR EGC 5 ---7 I I I I I 480 VOLT AUTOMATIC TRANSFER SWITCH ATS-201 I I L __ - ---- - ---~ 7 I I I I I I I I I L ____________ _j EGC EGC GEC MAIN BONDING JUMPER SERVICE DISCONNECT DS-201 j __ _ EGC DISCONNECT PP-210 480 VOLT PANELBOARD PP-201 MINI POWER CENTER LP-202 URANIUM IX TREATMENT SKID r---- -----------7 I,--- -------- -7 I I I I ~ I I I I I I 480-1201240 VOLT I I I I MPC TRANSFORMER I I I I I I I I I L_ - __j I I I I I I -7 I I I I I I I 1201240 VOLT I I I MPC PANELBOARD I I I I I I I ___ _j I L _____ ______ ____ J GEC 4 ,---------7 I I I I I I I BACKUP GENERATOR _ _j POWER DISTRIBUTION RACK 7 I I I I I I I I I L ___ ----- __ _J I I I I I I I I I MAIN BONDING JUMPER SERVICE DISCONNECT DS-202 GROUNDED CONDUCTOR (IF REQUIRED) EGC _ __________________ _ __ I BURIAL AREA #1 GROUNDING DIAGRAM SCALE: NOT TO SCALE REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6 5 4 TO WELL FIELD INJECTION SKID 3 2 GENERAL NOTES:

1.

SEE VFS-EPM-000-DWG-E-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

2.
3.
4.
5.
6.

GROUNDING SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE. INSTALL GROUNDING ELECTRODE CONDUCTOR, SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE. SEE DRAWING VFS-EPM-000-DWG-210 FOR CONDUCTOR SIZES. INSTALL TWO 8' X 518" GROUND RODS SIX FEET APART, ADJACENT TO POWER DISTRIBUTION RACK FOR GROUNDING ELECTRODE SYSTEM. INSTALL 8' X 518" GROUND ROD ADJACENT TO URANIUM IX SKID FOR AUXILIARY GROUNDING.

7.

BOND POWER PANEL PP-201 TO AUXILIARY GROUND

8.

BOND NEUTRAL OF LP-202 TO IX SKID AUXILIARY GROUND.

9.

10 BOND IX SKID TO AUXILIARY GROUND. LOW VOLTAGE GROUNDING AT UTILITY TRANSFORMER POLE. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C ti ~ j 9 ~ ~ (i) VEOLIA Ve O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ BURIAL AREA #1 GROUNDING DIAGRAM A "v REVISIONS '"===---+-=------,, F VFS-EPM-000-DWG-E-205 1---'-----------==-:-::::::-::-:c:::--'----'---~-~--..., NONE SHm 1 3 2

F E D C B A 8 7 6 5 4 3 1 --------7 OG&E 13.2 KV 3-PH UTILITY I T I l (3) SINGLE PHASE 13 2 KV /::;, POLE MOUNTED 48 Yi277V ~ TRANSFORMERS I L __ ::___ =_ 25KVA6~H~ EACH I 4-#2 WISH I ELD --7 BACKUP GENERATOR I r---::-::;:;-----,--1 ------r---~ 75eKVA POWER 4B0Y/277V, 3-PH, 60HZ DISTRIBUTION RACK I 3-#2 1-#8 GND I DS-210 100A PANELBOARD PP-201, 480V, 1 00A 3 PHASE, 3W, 60Hz 1 I I I I L_ DC-~Z1 60A 1,3,5 3P )soA 3-#6 1-#10 GND DS-202 SUPPLY TO WELL FIELD INJECTION SKID URANIUM IX TREATMENT SKID

- -------------- -- ------- --------------------7

--7 3P 7,9,11 3P

)1sA 34112 1-#12 GND MS-222 FVNR STARTER 2,4,6 3P )1sA 3-#12 1-#12 GND 13,15 2P )soA 2-#8 1-#10 GND 8,10,12 3P I ) 1sA SPARE 14,16,1 8 3P ) 30A I I I I I __J 3-#10 1-#10 GND 1 P-222 )50A LxFMR ~ 480-1201240V I I I I L LP-202, 15 KVA MINI POWER CENTER L P-221 I I I I I I I I, 15KVA, 10

-- ------------- - ------------- ----------7 8

3-#12 1-#12 GND L~2~ _J ENCL-203 FREEZE PROTECTION TK-204 FREEZE PROTECTION 7 ) 70AMAIN 2,4 I 2P I I L ______ _ 2-#12 I 2,4 10 1P 2P 1P I I I )20A )soA )20A I I

~

SPARE 1-#12GND -.....+-----~+--------.--1-----~,+------..-t--------.-+--------,. 2-#6 CONTROL PANEL 1-#10 GND TK-201 HEAT TK-202 HEAT P-202 CP-200 LIGHTS AND TRACE - - -- ~~C_E __ - - RECEPTA:E_ -- - - RECEPTA:E~ -- - - _J BURIAL AREA #1 SINGLE LINE DIAGRAM SCALE: NOT TO SCALE REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 6 5 4 3 2 2 GENERAL NOTES: SEE VFS-EPM-000-DWG-E-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS. @:::::> SEE BMCD-GWREMED-E-102 FOR SINGLE LINE DIAGRAM. 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION BURIAL AREA #1 SINGLE LINE DIAGRAM F VFS-EPM-000-DWG-E-210 SCAJ.E NONE SliEEl 1 1 c F E D C LL 0

F E D C B A O' 5' 1" = 5' i----- SCALE 8 8 I 7 10' 15' i---, FEET I 7 I 6 6 5 4 TOWATF ~ COMMUNICATIONS VAULT C-1 ELECTRICAL UTILITY PLAN SCALE: 1" = 5'-0" I 1------+----------+-R_E_F_N_UM_B_E_R_~ l_---:-:,--,-::-:--TI_ TL_E ____ 71\\," ' DWG NO TITLE REFERENCES \\ 1-----D-RA_W .... IN-G~T=R~A~C~EAB ~ IL~IT,..,Y.,...Ll"'sr=-----+N-,.,E"'x=T.,-,u=sE::-::Dc-:O::-:-N,----------------1 *:,~\\ I 5 t 4 I 3 I REVISIONS 3 2 I GENERAL NOTES

1.

SEE DRAWING VFS-EPM-000-DWG-E-210 FOR SINGLE LINE DIAGRAM.

2.

SEE DRAWING VFS-EPM-000-DWG-E-231 FOR CONDUIT SCHEDULE. 3 UNDERGROUND CONDUIT ROUTING IS SHOWN DIAGRAMMATICALLY. F

4.
8.

FIELD ROUTE AS REQUIRED TO AVOID INTERFERENCES WITH STRUCTURAL FOUNDATIONS AND EQUIPMENT MI NIMUM CONDUIT DEPTH SHALL BE PER NEC REQUIREMENTS INSTALL COMMUNICATION PULLBOXES AS REQUIRED TO MAINTAIN FIBER OPTIC CABLE PULLS UNDER MAXIMUM ALLOWED CABLE TENSION SEE BMCD DRAWINGS FOR COMMUNICATIONS AND POWER STUB-UP LOCATIONS AT INJECTION SKID. INSTALL 30A HEAVY DUTY NEMA-3R UNFUSED DISCONNECT SWITCH IN APPROXIMATE LOCATION SHOWN. TRANSITION PVC CONDUIT BELOW GRADE TO RMC ABOVE GRADE USING 90 DEGREE RMC SWEEPS. SEE DRAWING VFS-EPM-000-DWG-M-210 FOR LOCATIONS OF ELECTRICAL PANELS AND EQUIPMENT IN URANIUM IX TREATMENT SKID. E D C I 90% DESIGN PRELIMINARY OR PERMIT SET, ~ NOT FOR CONSTRUCTION,

l.

,J!l._ RECORDING PURPOSES, ~ ..-------O_R_I_M_P_L_E_M_E_N_T_AT_I_O_N ___

1 ~r VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com

~

.~~=~~;~: ~:;;>:~~DC~~~~~~;;'~~~~~::.r:~f~~:~wJl~~~t~*~~~~~~~~iN og-io::JTNgi::;:if:T:r

~ CIMARRON

  • s~*Mm'*o~O~R:E-:=--=--=--=-~t"".__..-;;;;;;3

~~*,;.i':j' f-----_r:P~U~M'.'.:_P~A~ND~TR~E~A~T_'.'.SY~S~T_.:E~M_:P:'.:'..R'.::OJ::E:::C..'....T __ ___j A ~KiNG ~ SFS J PIERCE BURIAL AREA #1 NAME OMEN 'il ELECTRICAL fifovo'" --5" UTILITY PLAN 1~ "= ,.,.,.=.,='"=- IT -1"""' 1

=------,,i

/

1

=vFs-EPM-000-owG-E-211 I/ 5CPJ.f SHO'M'J l fDT I SKm 1 2 I 1

F E D C B A 8 7 ~

t--.:[

r INJECTION SKID ~ ~ ~ ~ 6 5 4 ,-----------i,-=E:;:=L:.,-.;~----------------,,'7f,---------------------------~ RI 3 9 _C~ 3/8" = 1*-0.. N. -t.. J' SCALE 8 8 10 I (") L_ HC - HC - HC..::!~i1.=~-~io~ HC HC - HC - HC :--\\ 0 0 0 12' 16' I FEET 7 3"-GW-21502-AS01 HC-7C HC-HC-HC ZONE2 HE/\\TTR/\\CE URANIUM IX TREATMENT SKID I (") I O HEAT TRACE ICJl n1 I~ I BURIAL AREA #1 HEAT TRACE PLAN SCALE: 3/8" = 1 '-0" (INSULATION NOT SHOWN FOR CLARITY) DWGNO TITLE DRAWING TRACEABILITY LIST 6 5 REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 3 2 PARTS LIST/MATERIAL LIST BURIAL AREA #1 HEAT TRACE PLAN 6 E-100-L-A END SEAL WITH INDICATOR LIGHT RAYCHEM [l:::>- AR ETL-ENGLISH HEAT TRACE LABELS RAYCHEM 2 T-100 4 JBS-100-A AR GS-54 14 PS-10 AR 8BTV1-CT SPLICE OR TEE CONNECTION KIT POWER CONNECTION KIT GLASS ATTACHMENT TAPE (LENGTH AS REQUIRED) RAYCHEM RAYCHEM RAYCHEM HEAT TRACE CABLE, SW/FT, 120V (LENGTH AS REQUIRED) RAYCHEM GENERAL NOTES

1.

ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE 2017 NATIONAL ELECTRICAL CODE (NEC).

2.

LOCATION OF HEAT TRACE ON PIPE SHOWN FOR CLARITY, FIELD TO INSTALL COMPONENTS IN APPROXIMATE LOCATIONS AS SHOWN IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS

3.

CONDUIT NOT SHOWN, CONTRACTOR TO FIELD ROUTE AND SUPPORT CONDUIT AND JUNCTION BOXES AS REQUIRED TO MEET NEC REQUIREMENTS.

4.

SEE SHEET 4 FOR HEAT TRACE SCHEDULE FOR EACH HEAT TRACE ZONE.

5.

POWER FOR HEAT TRACE IS SUPPLIED FROM IX SKID PANEL LP-202 CIRCUITS 5 AND 7. SEE DRAWING VFS-EPM-000-E-201 FOR IDENTIFICATION OF HEAT TRACE 120V CIRCUITS. FIELD ROUTE CONDUIT FROM PANEL TO EACH HEAT TRACE POWER CONNECTION KIT.

6.

REFERENCE CALCULATION VFS-EPM-000-CALC-008 FOR HEAT TRACE SIZING.

7.

NOZZLE LOCATIONS SHOWN ON TANKS ARE FOR INFORMATION ONLY, ACTUAL NOULE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.

8.

PIPE AND COMPONENT INSULATION THICKNESS IS 1". INSULATION "K" VALUE IS 0.245 BTU-IN / N-FT2-' F. INSULATION SHOULD BE INSTALLED WITH INSULATED PIPE SUPPORTS. ITEf.! NO 10 11 [l:::>- HEAT TRACE EFFLUENT LINES AND INFLUENT LINES SHOWN. APPLY ETL LABELS (ITEM 4) ON INSULATION AT INTERVALS NOT EXCEEDING 10 FEET. ROUTE, WRAP, AND TEST HEAT TRACE IN ACCORDANCE WITH RAYCHEM INSTALLATION MANUAL. LEGEND -HC-HC-HEATTRACECABLE CONDUIT ~ Hi.AT TRAC ii liTART !>INC.LE CIRCUIT [fil HEAT TRACE END LIGHTED [I) HEAT TRACE TEE 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C

u.

0 I u, N ~ ~ 0 ~ i t ,-----------------------------1> G) VEOLIA REVISIONS Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ THE OOCU MENT. OATA, NIO INFO'IMATIONCa,ITA>>IEOlllEREIN ME CONFCENTIAl~Dl'ROf'R!ET.tJIYTOWRlot. lNC, t,EmlER nus OOCIJMENT NOR NIYOATAOR INf OFIIM.TIOf! Tl-1EREN IAAYIIE PRODJCEO USED. RELEA.SED OR DISCLOSED IN 1",1,JOLE OR IN PART. WITliOUTlHE UPRESSfOWIIITTEN COl'ISE/fT O, 1'-UIUCN. INC 2 F BURIAL AREA #1 HEAT TRACE PLAN VFS-EPM-000-DWG-E-212 SCALE SHOWN SHEET 1 A ~

8 F E D C B A 114' = 1'-0' o~~llllj-iiiil!2*~l---~111Jj--iiiiiiii,l_e"""* """lllljlii-iiiiliiiiiiiiiil12* SCALE FEET 8 7 6 REF ~ ,= HC :;:--, u I@ ~ i I ,c I i1 I u ~ I u I Ii? ~ I REF "=-1-=-i ~ n I r n CONNECTION POINT TO WELL FIELD (BY BMCD) A BURIAL AREA #1 HEAT TRACE EAST ELEVATION SCALE: 114" = 1'--0" (INSULATION NOT SHOWN FOR CLARITY) 7 6 REF =-1-=-i 5 REF =-1-=-i I ~ REF =-1-=-i CONNECTION POINT TO WELL FIELD (BY BMCD) 4 TK-201 INFLUENT TANK 12000 GALLONS 3 REF =-1-=-i EL REF ~ I ~ u I TK-202 I EFFLUENT TANK 12000 GALLONS I B BURIAL AREA #1 HEAT TRACE NORTH ELEVATION SCALE: 114" = 1 '--0" (INSULATION NOT SHOWN FOR CLARITY) REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REV ISIONS 5 t 4 3 2 2 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION BURIAL AREA #1 HEAT TRACE ELEVATIONS VFS-EPM-000-DWG-E-212 F E D C 0

8 7 6 5 F E D REF C r=-1----=-, ffi-- REF r=-1----=-, REF ~ REF REF B BURIAL AREA #1 HEAT TRACE DETAIL (NORTH ELEVATION) SCALE: 3/4" = 1 '-0" (INSULATION NOT SHOWN FOR CLARITY) A 0' 1' 2' 4' 3/4" = 1'-0" ~i---i~--~-~~~~~ SCALE FEET DWGNO TITLE DRAWING TRACEABILITY LIST 8 7 6 5 t 4 REF ,=---1----=, 3 REF REF ,=---1----=, REF 10 2 F E REF REF REF 3 9 D BURIAL AREA #1 HEAT TRACE DETAIL (EAST ELEVATION) SCALE: 3/4" = 1'-0" (INSULATION NOT SHOWN FOR CLARITY) REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS 4 3 C IL 0 1li 90% DESIGN N PRELIMINARY OR PERMIT SET, i NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, ~ OR IMPLEMENTATION ~ ,-------------------------1~ VEOLIA VE O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd Sune 300 Richland, WA 99352 www nuclearsolutlons veolla com ~ HE !XlCUMENT, OJITA, A.NDltF ORWITIO~CONTAlf.Olt-£REIN J\\RECOtfflOESTV\\lANOAAc>PRIETAA.V TOKlJRIO.~. tJC.HEffHER THISOCX'.:~leNT ~RA.""'OATAOR (!) N*OR~ATIDMTllERENV.AYIIEl'ROOUCEO.USf.O. RELEASffiOII DISCIOSED. IN WHf'IIFOR IIJ PA.lfl.VJlr,cu1mEE.1CPRESSEQW\\,llT'l'UJ COWSEHTOFIW'llOIJ. ltJC i5 2 F BURIAL AREA #1 HEAT TRACE ELEVATIONS VFS-EPM-000-DWG-E-212 = LE SHOWN EDT St<Ef'f 3 OF 4 A

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

1.

FOR GENERAL NOTES AND PARTS LIST/MATERIAL UST SEE SHEET 1. IT:> PER RAYCHEM HEAT TRACE SPECIFICATIONS, MAXIMUM CIRCUIT LENGTH FOR SWIFT HEAT TRACE WITH COLD STARTUP TEMPERATURE OF 50 DEGREES FIS 200 FEET WHEN CONNECTED TO 20A CIRCUIT BREAKER. F F IT:> HEAT TRACE SCHEDULE HEAT TRACE HT HT APPROXIMATE CIRCUIT LP-202 CIRCUIT MINIMUM BRANCH CIRCUIT DESCRIPTION (HT} ZONE WATTS/FT LENGTH WATTS 120VCIRCUIT AMPS AMPACITY (AMPS X 1.25} 1 8 42.2 FT 337.6 CKT7 2.81 3.52A FEED FROM URANIUM IX TRAIN TO EFFLUENT TANK TK-202 2 8 31.2 FT 249.6 CKT5 2.08 2.60A FEED FROM INFLUENT TANK TK-201 TO URANIUM IX TRAIN 3 8 32.42 FT 259.36 CKT 5 2.16 2.70A FEED FROM CONNECTION POINT TO WELL FIELD TO INFLUENT TANK TK-201 FEED FROM EFFLUENT TANK TK-202 TO E 4 8 113.8 FT 910.4 CKT7 7.59 9.49A CONNECTION POINT TO EAST OUTFALL, E INJECTION SKID, PRESS VENT r-- D D C C ~- ?,"'- E,._ ~ B I 90% DESIGN .!!2-N PRELIMINARY OR PERMIT SET,

z CJ NOT FOR CONSTRUCTION, s:

RECORDING PURPOSES, i OR IMPLEMENTATION ~ i:- (i.)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ Tl!E DOCUMENT. DATA. ANO llffOflMATION CCNlANEO 'THEREIN ARE COHIOENTU,l AHO PAOPRIETAll'f TO ~URION. f<IC. NEITTIER 'THIS OClCl!MEHTNOR AHYO,HAOII ~ IHFORW.TIOHlHEAE fIE~RCE"M BURIAL AREA #1 DKING ~ FS I D MENDOZA ~ FS HEAT TRACE "ETCov'o" SCHEDULE ~ REF NUMBER I TITLE l!m DESCRIPTION ~

F1~*o VFS-EPM-000-DWG-E-212 IA DWGNO TITLE REFERENCES OATIS OESGNAIJTllORITY

/ DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE NONE leor I"'"' 4 °' 4 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

F PHA 11,085 E 305 6420 17,810 D C B A 8 PANEL MFG SIEMENS MODEL: P1E18BQ100ABS VA 7 PANELBOARD: PP-201 FED FROM: DS-210 NEMA TYPE: 12 1111 SURFACE MOUNT D FLUSH MOUNT 6 LOCATION: IX SKID VOLTAGE:480VAC, 3PH, 4W ONE LINE DWG NO: E-210 111 MAIN BREAKER 100A D LUGS ONLY D TOP Ill BOTTOM FEED 125 AMP BUS --AMP NEUT 1111 GROUND BUS D PANELBOARD GROUND FAULT PROTECTION D OTHER I 5 MAIN BREAKER TYPE: BQ MAIN BRKR RATING (AIC): 14,000 FEEDER BREAKER TYPE: BQ FEEDER BRKR RATING (AIC)* 14,000 VA 4 PANEL MFG: SIEMENS MODEL* 1LPC015 VA I 3 2 PANELBOARD: LP-202 FED FROM: PP-201 CKT 13 LOCATION: IX SKID RACK VOLTAGE: 120/240VAC, 1PH, 3W ONE LINE DWG NO: E-210 NEMA TYPE: 3R 1111 MAIN BREAKER 1111 SURFACE MOUNT D LUGS ONLY D FLUSH MOUNT D TOP 1111 BOTTOM FEED BKR CKT 100 AMP BUS --AMP NEUT 1111 GROUND BUS A B D PANELBOARD GROUND FAULT PROTECTION D OTHER I F MAIN BREAKER TYPE: ED MAIN BRKR RATING (AIC): 18,000 FEEDER BREAKER TYPE: Q FEEDER BRKR RATING (AIC): 10,000 VA LOAD DESCRIPTION BKR CKT AMPS NO. CKT BKR NO. AMPS LOAD DESCRIPTION LOAD DESCRIPTION AMPS NO. I I 70A )-- CKT BKR NO. AMPS LOAD DESCRIPTION PHA PH C A B C PH A PH B PH C PHA PH B 1 -'P rr'- 2 831 1000 ENCL-203 FREE2E PROTECTION 11,085 P-221 (30 HP) 60 3>-+ +- 4 15 P-222 (1.5 HP) 831 420 TK-204 FREEZE PROTECTION 11,085 5 >-;.._ A_ 6 831 509 TK-201 HEAT TRACE 7 -':' 'T'- 8 1248 TK-202 HEAT TRACE 305 305 P-203 (0.5 HP) 15 9 ~+ ~- 10 15 SPARE 11 >-;.._ ~- 12 120 P-202 RECEPTACLE SPARE 7107 13 -':' 'T'- 14 LP-202 MINI POWER CENTER 50 15 >-;.._ +- 16 30 SPD SPACE 17 >- A_ 18 1629 1668 SUBTOTAL TOTAL VA PHASE A: 6420 TOTAL VA PHASE B: 7107 TOTAL: ____g_gz___ 18,497 11,390 TOTAL VA PHASE A: ~ 831 831 831 TOTAL VA PHASE B: ~ SUBTOTAL TOTAL VA PHASE C: ---1.Uil_ SUBTOTAL TOTAL: ~ ~----~------------+-R-EF_ N_u_M_B_E_R_' _____ r_lT-LE--------<~'°.. ~ DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8 I 7 I 6 I 5 t 4 I 20 1 ~ ~-+--~':'- 2 15 3 >-,,.....__ ----+------;.,_- 4 60 15 5~ 6 15 15 7 >-,,.....__ 8 20 15 9 >-,,.....__ 10 20 15 11 >-,,.....__ 12 15 REVISIONS 3 I PHA PH B 4431 HVAC-200 4431 CP-200 360 LIGHTS AND RECEPTACLES (4) 1008 E SPARE SPARE 4791 5439 SUBTOTAL D C

u.

0 I 90°/o DESIGN ~ PRELIMINARY OR PERMIT SET, i NOT FOR CONSTRUCTION, ~ 0 RECORDING PURPOSES, OR IMPLEMENTATION i ...-----------------------------,~- (i) VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FED. ERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~

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'"'~~ "":'." ~:~ ',',',1--__ _::P'.'.:U~M~P!_A~N:'.D~T~R~EA~T~S~Y'._'.'S~T='EM~ P~RO'.'.:J~E:_':C'.'_T __ _j A ~ -KiNG DMENDOZA BURIAL AREA #1 NAME E LLOYD ~ PANEL SCHEDULES VFFS-EPM-000-DWG-E-230 0, 1 2

8 I 7 I 6 I 5 ~ 4 I 3 I 2 I 1 GENERAL NOTES

1.

SEE DRAWING VFS-EPM-000-DWG-E-210 FOR SINGLE LINE DIAGRAM

2.

FIELD ROUTE IX SKID SURFACE MOUNT CONDUIT FROM POWER PANELS F TO END DEVICES. [I>- F SEE GENERATOR AND ATS INSTALLATION MANUALS FOR CONNECTION OF CONTROL SIGNAL WIRING c-E WIRE RUN LIST CONDUIT SCHEDULE E WIRE RUN NO WIRE/CABLE TYPE NUMBER/SIZE OF FROM VIA TO WIRE NUMBERS CONDUIT NO. CONDUIT SIZE CONDUIT TYPE WIRE RUN INSTALLATION CONDUCTORS (AWG) NUMBER E-200 MV-105, 15 KV 4 # 2 W/SHIELD UTILITY TRANSFORMERS PC200 POWER DISTRIBUTION RACK PC200 2" PVC E-200 ABOVE GRADE/UNDERGROUND E-201 THHNfTHWN 3 # 2, 1 #8 GND DS-201 PC201 DS-210 DS-201-H1, H2, H3, GND PC201 1-1/2" PVC E-201 UNDERGROUND E-202 THHNfTHWN 4 # 6, 1 # 10 GND DS-202 PC202 INJECTION SKID DS-202-H1, H2, H3, N, GND PC202 1" PVC E-202 UNDERGROUND E-203 THHNfTHWN 4 # 2, 1 # 8 GND DIESEL GENERATOR PC203 ATS-201 GEN-203-H1, H2, H3, N, GND PC203 1-1/2" PVC E-203 UNDERGROUND E-204 THHNfTHWN 2 # 12, 1 # 12 GND LP-202 CKT 3 PC204 TK-204 FREEZE PROTECTION LP-202-3-H, N, GND PC204 3/4" PVC E-204 UNDERGROUND E-205 THHNfTHWN 2# 12, 1 #12GND LP-202 CKT 1 PC205 ENCL-203 FREEZE PROTECTION LP-202-1-H, N, GND PC205 3/4" PVC E-205 UNDERGROUND E-206 THHNfTHWN 3#12, 1 #12GND PP-201 CKT 7 PC206 DS-203/P-203 PP-201 H1, H2, H3, GND PC206 3/4" PVC E-206 UNDERGROUND E-207 THHNfTHWN 3 # 6, 1 # 10 GND PP-201 CKT 1 PC207 DS-221 /P-221 PP-201-1-H1, H2, H3, GND PC207 3/4" RMC/IMC E-207 IX SKID SURFACE MOUNT E-208 THHNfTHWN 3#12,1#12GND PP-201 CKT 2 PC208 MS-222/P-222 PP-201 H1, H2, H3, GND PC208 3/4" RMC/IMC E-208 IX SKID SURFACE MOUNT E-209 THHNfTHWN 2#12, 1#12GND LP-202 CKT 5 PC209 TK-20 1 HEAT TRACE LP-202-5-H, N, GND PC209 3/4" RMC/IMC E-209 IX SKID SURFACE MOUNT E-210 THHNfTHWN 2#12,1#12GND LP-202 CKT 7 PC210 TK-202 HEAT TRACE LP-202-7-H, N, GND PC210 3/4" RMC/IMC E-21 0 IX SKID SURFACE MOUNT E-211 THHNfTHWN 2#12, 1#12GND LP-202 CKT 9 PC211 P-202 RECEPTACLE LP-202-9-H, N. GND PC211 3/4" RMC/IMC E-211 IX SKID SURFACE MOUNT D E-212 THHNfTHWN 2#12, 1 #12GND LP-202 CKT 8 PC212 IX SKID LIGHTS/RECEPTACLES LP-202-8-H, N, GND PC212 3/4" RMC/IMC E-212 IX SKID SURFACE MOUNT E-213 THHNfTHWN 2 # 6, 1 # 10 GND LP-202 CKT 2 PC213 HVAC-200 LP-202-2-H1. H2. GND PC213 3/4" RMC/IMC E-213 IX SKID SURFACE MOUNT D 1-200 FIBER OPTIC CABLE CPP-4 MEDIA CONVERTER CC200, CC201 WATF DATA ROOM FIBER OPTIC PP CC200 2" PVC 1-200 UNDERGROUND 1-201 CAT6 ETHERNET CABLE 4PAIR#23 CPP-4 MEDIA CONVERTER CC202 IX SKID CP-200 ETHERNET SWITCH CC201 1* PVC 1-200 UNDERGROUND [I>- 1-202 CONTROL CABLE 300V 2 PAIR# 20 TSP GENERA TOR CONTROL PANEL CC203 ATS-201 CC202 1" PVC 1-201 UNDERGROUND CC203 1* PVC 1-202 UNDERGROUND i-C C c-i - LL B 0 ~ I 90% DESIGN PRELIMINARY OR PERMIT SET, "/ NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, i ~ OR IMPLEMENTATION ft t~ (i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com @ TtiC DOCUMl:HT, 0.0.TA NIDINFOIU1IATIOtiC~ANEOllifRENMfCCNflOl!NTIAI. ANO l'ftOPRlflAJI.Y TOltURKlN, INC NEffi1fRll11S OOCUllcN TPIOMNIT 0-,TAOR 1N,OIIMATIONTNUll!!N MAY& PROOUCE O USED RHEASED OR OISClOSEO. INV... OU :C °" INPART, \\l',1lHOUTTilf EXFRESSEOWRITTENCO!'fSENTfY KUR-=iN. tlC ~ NAME O.TE~ "w, CIMARRON A OKING Cl/ll~SFS PUMP AND TREAT SYSTEM PROJECT A OKING __.-r,;SFS I iYMENDOZA BURIAL AREA #1 ETC6'i'o* WIRE RUN LIST AND CONDUIT SCHEDULE REF NUMBER TITLE \\' DESCRIPTio.l ~ -- FT~~ VFFS-EPM-000-DWG-E-231 IA DWGNO TITLE REFERENCES OATIS OESIGNAUTHORllY / DRAWING TRACEABILITY LIST NEXT USED ON ".'.~\\ REVISIONS SCAL~ NONE Im, l"'m 1 1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1

F E D C B A ~

r:--.:r:

0' 2' 1/4"= 1'-0" i'""'I SCALE 8 4' 8' 8 7 6 BURIAL AREA #1 SITE SECURITY PLAN SCALE: 114" = 1 '-0" 12' 1--ii FEET 7 6 5 12' -0" AFG 5 I I I I 4 SECURE ALL ACCESS DOORS WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM. PROVIDE DOOR POSITION SWITCHES AT ALL INJECTION SKID DOORS (QUANTITY AND LOCATION TO BE

o,~ETERMINED).

~ @~ ~ ~ .. -~ REF NUMBER 4 SECURITY GATE WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM 3 3 2 GENERAL NOTES:

1.

SEE CONSTRUCTION SPECIFICATION 28 2000 FOR SECURITY SYSTEM INSTALLATION AND INTERCONNECTION DETAILS 2 SYMBOLS LEGEND ~ DOOR POSITION SWITCH ~ ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX ~ CARD READER - PEDESTAL MOUNTED FIXED DOME CAMERA - POLE MOUNTED C-XX CAMERA NUMBERfTYPE (DEFINED IN SPECIFICATION 01 SECTION 282000) AFG ABOVE FINISHED GRADE 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION 5CALE SHO~ SHEET 1 or 1 F E D C LL 0

F E D C B A FROM WELL FIELD 8 BMCD-GWREMED-C0D6 FROM WELL FIELD BMCD-GWREMED-C0D6 GENERAL NOTES: 6" FLANGE VNSFS ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM. HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. DETECTED LEAK (LDA-201) SHUT DOWN SIGNAL SENT TO WELL FIELDHMI. STOP WELL FIELD PUMPS.

5.

SEE DRAWING P-115 SHEET 1 FOR INTERLOCK LIST. 8 7 7 6 TK-201 INFLUENT TANK 12,000 GAL 5 P-230 PUMP 4 r --------------+".~I-;.;:;=+-------------------------------------- 7 I I I ~ i-------~7 r;--~oA 16 I i..::.------ ~ 201 I ~---- LSH LIT I I M FC 24" MAMNAY N7 N6 N2 V-203 6 VNSFS~ BMCD DWG NO TITLE P-230 PRV-20D SET AT 150 PSIG REF NUMBER TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 CV-233 V-211 REVISIONS 3 2 3"-GW-21503-AS01-N TO TK-1D5 VFS-EPM-000-DWG>>P-115 SHEET 3 ZONE EB PHASE 1 CONCEPTUAL DESIGN (i)veOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 30D Richland, WA 99352 nlEOOCUM:NT.[lo\\TAAN0 l"'FORMATIONCOHAtff0n!EftENII.RECONFI0EHTIALAN0PROPIUET.utYTO\\INSfS. lLC. NEllHERTI11S0OCUMENT"'ORANYDATAOI! iNFORW.TIONT1"EREINlrtAAV 8EPROOUCEO.USEO. ftELEASEOOROISCLOSEO. fiVI.HO!.E OOIMPART, WllHaJT THEDIPRESSEO~ITTENCOHSENTOf'V!ISfS.LlC F E D C N

u.

0 I Cl) CIMARRON ~~it':.-:::.-:::.-:::.-:::.1;t~~11....--_'.P:._::U'.'.'.M'..'.:P..:.A::.:N'..'.:D'....'.T..::R:=EA:_T:_S::Y'..'.S'..:.T.:.EM:...::P.:.:R:::OJ::::E:::C:..:.T __ -J A BURIAL AREA #1 PROCESS P&ID F VFS-EPM-000-DWG-P-215 E NONE SHEET 1 2 2

F E D C B A 8 7 BMCD ----+--- VNSFS I ~R~~~A URANIUM 3"-FW-21514-AS01-HT&I I TK-202 EFFLUENT TANK 12,000 GAL 6 r---------+--,~~~ I I I [§8 1 SHffiEET::::+/-::4 :::=>-~~~~~sµ....--------11 1 ~ ~ '°°' i ~ J_ f GENERAL NOTES ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE. SEE VFS-EPM-000-DWG-P-115, SHEET 2 FOR ***SAMPLE DETAIL. @::> SIGNAL BASED ON TANK LEVEL TO CONTROL P-203. 8 7 N1 N4 24"MANWAY 2"-RV-21525-AS01-HT&I TK-202 12,000 GAL N2 6 5 P-203 EFFLUENT PUMP 4 3

r.=-:::..:.__7 I

t_:...--1 I I I I VNSFS----+--- BMCD I I 2"FLANGE 2" SST V-253 2"-FW-21524-AS0l-HT&I BA1 INJECTION SKID (BMCD) PRV-250 SET AT 150PSIG DWGNO TITLE DRAWING TRACEABILITY LIST 5 REF NUMBER TITLE REFERENCES NEXT USED ON 4 3 REVISIONS 2 BA TO INJECTION BM CD-GR WR EM ED-C00B PHASE 1 CONCEPTUAL DESIGN (i)veOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 2 BURIAL AREA #1 PROCESS P&ID F VFS-EPM-000-DWG-P-215 NONE SH!l!i 2 E "' 2 I <F) F E D C

8 F HYDROCHLORIC ACID FROM WELL FIELD FROM WELL FIELD E D TOWATF Q:::::> P-111 SHEET 11--

  • ZONE DB C

FROMWATF G::>- P-111 SHEET 1 >-

  • ZONE EB B

A 8 7 6 5 4 WATER TREATMENT AREA TK-201 URANIUM IX TRAIN INFLUENT TANK 12,000GAL DD TK-202 ACID 1,000 GAL I _j SPENT VESSELS I EFFLUENT TANK 12,000 GAL ~FIL~D V~SE~ _ _ . _. t. _. _. _. _. _j REF NUMBER TITLE DWG NO TITLE REFERENCES 1---=-=-.:..:..::,o-=-RA-,,.W .J.,l-,,.NG:c-=TR=-cA""c"" EA:ccBccclL':'=IT::CYC,-L;-::-IST=-----+Nc::EccX,::-T-;-:U-;;-;SE=cD:--:O:c:N:-------------j '.\\a', 7 6 5 4 3 INJECTION SKID (BMCD) 50GPM 3 REVISIONS 2 GENERAL NOTES: THE SPENT VESSELS ARE TRUCKED TO THE WATF TO BE DRAINED AND PROCESSED. SPENT VESSEL TO BE EXCHANGED FOR CONTINUOUS OPERATION. BYPASS PIPING IS BUILT INTO SKID DESIGN. ACID SUPPLY FOR pH ADJUSTMENT. REFILLED VESSELS FROM WATF PLACED INTO SERVICE AT SAME TIME SPENT VESSELS REMOV ED. ENABLES CONTINUED BA1 OPERATION. F TO EAST OUTFALL E TO INJECTION D C 90% DESIGN PRELIMINARY OR PERMIT SET, 0 NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, OR IMPLEMENTATION ~ Ci) VEOLIA ~ Ve O LI A NUCLEAR SOLUTIONS - FEDERA. L SERVICES ~ 295 Bra~;'i~i:~~~~tie9~~~,. www.nuclearsolutions.veolia.com ~

F~~~~~;:;:~::~:~~0~~~~~::::~A~~~~~~~:c:::f~~UTRl~.~~~~~::~:N~:~~:::;:~

~ 2 F BURIAL AREA #1 PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-210 SCALE NONE SHEET 1 0, 2 s

8 I 7 I 6 I 5 J 4 I 3 I 2 I 1 STREAM NO 20 21 22 23 24 URANIUM BA1 SPENT URANIUM BLENDED IX TR EATMENT REFILLED URANIUM DESCRIPTION TREATMENT FEED HYDROCHLORIC VESSELS TO BAl TREATMENT EFFLUENT ACID (36%) F VESSELS F PARAMETER UNITS LIQUID STREAMS FLOW GPM 100 100 GPD 17.1 LIQUID CONCENTRATIONS NITRATE (AS NJ PPM URANIUM (TOTAL) PPB 1000 0 SUSPENDED SOLIDS PPM (DRY) SOLID STREAMS E FLOW E UNUSED IX RESIN CU FT/YR 273 EXHAUSTED IX RESIN CUFT/YR 341 NOTES:

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

D D i-C C r:,"' ~ 15 B I 90% DESIGN ,!Q... PRELIMINARY OR PERMIT SET, 0 NOT FOR CONSTRUCTION, "I RECORDING PURPOSES, ~ OR IMPLEMENTATION 0 0 8>- (i) VEOLIA ~ VE O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES ~ 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolut1ons.veolia.com ~ 111E OOCUMfNT, DATA, /IND INfOIU*ATION CONTAl<lfO Tl1fllfN NIE comDENTIM. NIO PROl'RIE'TAAf TOIQJIIION. NC. Nfflt1Ek nus 000.JMENT ftORNIY OAT A OR ~ tffORl&ATIONTliEIIEN~YIEPROOUCEO. USEO. IIELEASEDOROISClOSEO, INV,HOU;"ORINPAl!T, wnHClJTTHEEXPRESSEOW!IITTENCONSEHT<J'IWRICW. NC NAME OA~ PAN CIMARRON A I PUMP AND TREAT SYSTEM PROJECT A ~ FS I ~SFS BURIAL AREA #1 ~ SfS PROCESS FLOW DIAGRAM REF NUMBER I TITLE !w OESCRIPTIQt.J ~

Fl=,o VFS-EPM-000-DWG-P-210 l's DWGNO TITLE REFERENCES OESIGN...Ul'lio<tlTY

/ DRAWING TRACEABILITY LIST NEXT USED ON I REVISIONS SCA.lE NONE '"' 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 TK-203 ACID TANK 5,000 GAL 6" FLANGE FROM Vv£LL FIELD 1 s"x3" c====:>-t--r---i;1 BMCD-GWREMED-C006 FROM Vv£LL FIELD BMCD-GWREMED-C006 GENERAL NOTES: BMCD------t---- VNSFS ~ lEYE / FACE WASH ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM. HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. DETECTED LEAK (LDA-201 ) SHUT DOWN SIGNAL SENT TO WELL FIELD HMI. STOP WELL FIELD PUMPS. TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR). ~ PORTABLE SAFETY EYEWASH REQUIRED DURING FILL [z::>- CONCRETE BERM WITH EPOXY COAT

8.

SEE DRAWING P-115 SHEET 1 FOR INTERLOCK LIST 8 7 TK-204 ACID FUME SUBMERGED SCRUB TANK 6 TK-201 INFLUENT TANK 12,000 GAL 6 N2 5 1"-GW-21515-AS01-N I P-221 PUMP 4 P-222 PUMP ~ ~ I 3 1"-GW-21516-AS01-N FL T-221 FL T-222 FILTER NO 1 FILTER NO 2 2 I I I I FLT-222 I --=-=-=- - - - _J 3"-GW-21503-AS01 -N V-228 TO IX TRAIN SHEET 2 ZONE E8 L _CONTAINER BOUNDARY ___________________________________________ -i REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 REVISIONS 3 2 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION BURIAL AREA #1 PROCESS P&ID F VFS-EPM-000-DWG-P-215 SCAlf NONE SHm 1 "' 3 F E D C ili i5

F E D C B A 8 7 6 r-------, MX-201

Hctci~

0 i1NG YIC-200 STATIC MIXER I I PUMP <~--=sH~E~ET-1~----------------------------~ L-----------------------------7 zoNEF4 ,@--- '" _Jb ~ I I I---::_- I L __ 1 ~ _JI ILI t' ~ 7 I £PROVIDEDBYVENDOR ~ I I t-- I I ,-----~-~-~-~ L __ -------f--- 1 I L _______ 7 I I I I I I I I I l I I I I I I II I I I I I V-237 L ACID I 1"x1i2" 1 - _J PRV 2027 1"HCL21505AR01 N ~AA A A II 1/2"-HCL-21505-AR01-NI I I !SHEET 1 ) ~~~~, f----"---'--'-'-----'------'--c-----;---;---+11D:t-->-,:-+--1-.i SETAT I ZONE B1 150 PSIG j r-----------~ J - - - ~ r ~----7 1 1 1 1 l§:B:~~~~IT:=ILI:1T=ER=S=>-_.:;3c._:"-~GW~-2:..'._15~0~3~-A:;:S~01~-N~ ____________.:...__..1..~~ ZONE D1 I

I I
I lo~ I c------------7
I I
  • VALVE POSITION DETAIL I
I I

QQ I I ~ I \\ ~ V-'2XX~ 0 SAMPLE DETAIL FOR SAMPLE LOCATIONS S3-2 THROUGH S3-5 FILTER INSTALLED DURING SAMPLING I

I I

I I V-238 PCV-203 I I L----------~ I I I l I l I I I l I I l I l I l I I I I I l pHfT CV-202 V-224 NC 3" SST 5 VSL-201 IXS VESSEL POSITION 1 4 VSL-202 IXS VESSEL POSITION 2 r;--- r;--- r;--- 3 VSL-203 IXS VESSEL POSITION 3 2 i...:-----;;; ~'PDAfl ~ ~ ffi91 ~ ffill ~ ffi2'lffisj ~ ffi93 ffis] ffi2'l ffisl ~ Cl ~~ 9~ ~ ~~~ ~~ ~~ ~ 201 I I I I I I I I I I I I I I I I- - I- - +- - 1- - - I- - l- -I - -I - +- - 1- -t- - - 7 / l ~T FIT 200 V-217 NC 1 1 1 1 1 1 1 1 1 I 201 3" S3-2 I I CfT V-201 I V-202 1 1 NO : NC I I ,------------""'~--------[:e::f-----T---T-------.,.---t~ I I I I I 3": 3" 3" I I I 3" .-------------fif----------+t I I I V-220 I I 3" NC I l,, l.., ~---------------- 3" '1 ',"I I I I I 3" I 3" I I 1----+---- I 1------- 3" I I I I I I I I I I I V-2431 I NO I I I I I ("') I 1.062 L RESIN 1,062 L RESIN V-208 NO 1,062 L RESIN

  • SEE DETAIL V-215 NC 3"
  • SEE DETAIL 1/2" 1/2" SAMPLE DETAIL h

I ~ I I !I !~~ 1/2" V-218 V-210 NC V-223 NC SAMPLE FOR SAMPLE LOCATIONS S3-1 ANDS-BAE I N [I:> VSL-201 [I:> VSL-202 [I:> VSL-203 NC I 3" ~ I l ~ I ~ I rr I I l

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

I I 1/2" I I I ~ 1,2.. I 1/2" ~I 1: 1/2"-DR-21521-AS01 -N '.J DRAIN v~14 I L - - - - - SUMP BOUNDA_r _ - ~ vi~3 I DRAIN C L_ CONTAINER BOUNDARY_ - _ __9_Q_o/.o.._D.IESIGN F E D C I <f) GENERAL NOTES: [I:> [I">- PRELIMINARY OR PERMIT SET, ~ VSL-201, VSL-202, AND VSL-203 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS DURING OPERATION. NORMAL VALVE ALIGNMENT CAN VARY BASED IN LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-201 AS LEAD. FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500 NOT USED AE-201 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-201. pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING AN LC! = 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 DRAWING P-115 SHEET 1 FOR INTERLOCK LIST. 8 7 6 URANIUM IX TRAIN REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 REVISIONS 3 NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, ~ (i) OR IMPLEMENTATION VEOLIA ~u..~ VE O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ 1llEOOCUMENT, CATA. MIDINFORMATIOHC0,1TAINEDTHEAENAREOONFIOEnTW.t,NOPROPRIETAAYTOIWRIC::IN. NC. NEITI1ERTI-ISOOCUMENTNORAli'/0AfAOff INFORIMTIONrnEREINMAYISEPROOUCEO. USEO.AELEASEOOROlSCLOSEO.N"'1-!0lEOIIINPAAT, WTTHOUTTH!.!JCPRES5ED'MUTTI:NCON5fNTOFKURIO'I. INC ~ CIMARRON ~j~~~~li====i=~~~~7---__ __'.P:'.:U~M:'.:P:.::_AN~D'.._'.T_'.'.R;::EA~T'.._:S~Y'_:S'..'_T_::EM"'.'._'.'.P'.:'.:RO~J:'.:E::'.C_'._T __ ---l A BURIAL AREA #1 PROCESS P&ID F VFS-EPM-000-DWG-P-215 c NONE SHEET 2 "' 3 2

F E D C B A 8 7 FROM URANIUM IX 1..:I s~H:!.!,Ec!,EJ.T--'2!..__;---3-"-_Fw_-2_15_1_4 __ A_s_o1_-H_T_&_I -~"'ti- __ -'i-...._ ______________ ZONEDl GENERAL NOTES: ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE. SEE SHEET 2 FOR... SAMPLE DETAIL. FLOW METER SIGNAL FROM BMCD INJECTION SKID SENT TO IX HMI TO CONTROL FCV-202 SIGNAL BASED ON TANK LEVEL TO CONTROL P-203 8 24"MANWAY 2"-RV-21525-AS01-HT&I 7 TK-202 EFFLUENT TANK 12,000 GAL 6 r--------- 1 I I rim ~ TK-202 12,000 GAL N2 6 5 P-203 EFFLUENT PUMP I I I 4 r--------------------------------------1 ~

---~

3 I ,-,,----"""S"Tz-""17= I I 1'-i<,~~,;-1--""',+---------------------------, 2 F E D I ~~~=......_ I I PRV-251 I VNSFS ----+-- BMCD ~ SETAT I ~----------------7 3"SST XXX PSIG 1 I 3"-FW-21 523-AS0l -HT&I DWGNO PRV-250 SET AT 150 PSIG TITLE DRAWING TRACEABILITY LIST 5 V-254 I I L----------------------------------------7 I I I I I I I I I I ~ I V-253 VNSFs----+-- BMCD I I I I I

CT>

I I I I I I j 2" FLANGE I 2"SST ~ I [ ~ ~ INJECTION SKID 2"-FW-21524-AS01-HT&II (BMCD) REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS 4 3

  • I 4" FLANGE Mir TQ=

c1~1~--=t:::::,,,,.==------------------icour=FA=L=L==> j BMCD-GRWREMED-C104 TO INJECTION BMCD-GRWREMED-C008 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION C u.. 0 I (/) <'/ I i ~ VEOLIA Ve O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~ lHE DOCUMENT. DATA. ANO IN FOR MA TON CCtff~EO 11-IEREN A.~f C~flOENTIAL AND PII.OPRIETARYTO kURll'.:rl. NC. NEITHER lH~ DOCUMENT NOR ANY DATA OR INFORIU.TD,ITI-IEREfl MAYIEl>ROOUCEO USEC. RELEASED OR 0ISClOSED. IN~*~otE()i;: IW l>>>I~. Wff'HOJTTHE EXl>RESSEOWIU'lTE'.N CONSIHH~ KURION, flC. F 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT NONE BURIAL AREA #1 PROCESS P&ID VFS-EPM-000-DWG-P-215 SHEET 3 5 0, 3 ~ A

i 8 7 6 5 4 3 NOTES & SPECIFICATIONS: QTY REQD PART NUMBER X

1.

DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94. DIMENSIONS ARE IN INCHES TOLERANCES X +/- 1, XX+/- 03, XXX +/-.005 F FRACTIONAL: +/- 118 ANGULAR: +/- 2' HV363 INTERIOR PROCESS AREA SURFACES SHALL BE P 1E 18801 OOABS NON-POROUS AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA A242408LP FOR PENETRATIONS AND MOUNTING OF PANELS 1LPC015 SEE ELECTRICAL INSTALLATION DRAWINGS.

4.

BREAK SHARP EDGES, REMOVE BURRS 59800482 WELDING PER AWS D1.6. PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECTION IX ARE ACCEPTABLE 10 CRN 20-7 FABRICATION DETAILS AND STANDARDS PER 11 LPH4MA-KTC3-520 NORMAL AND CUSTOMARY FOR INTERMODAL CONSTRUCTION 12 FL T93B-ABOO E> PIPE AND COMPONENTS TO BE WELDED OR E FLANGE CONNECTIONS USING FLEXITALLIC CGI-150 13 58031404 14 52005381 APPROXIMATE DRY WEIGHT 28,122 LBS 15 HMT330-1AOB101CDBF203B01AABAA1 16 EJA110E-JHS5G-912DJIFF1ID1IN4 17 EJA-530 18 AFX 19 DS3-3 20 21 MH4BF07-60-2SH 22 917JFEE01AJE0130 23 ANH-E1Q-D 24 32RFS-36062P34-BK 25 14 ANH-K5L-8-03 26 ANH-K5L-B-27 3" DL2R-36-36-5-36 28 AR 20893104 29 1700DL SERIES 30 1600AN SERIES 31 4 157 IMAFL 32 MODEL 18 33 APEX 28 C 34 4895K640 35 36HB-A05ZP 36 39 ANH-CSP-G----- 3 PL 3 35 8 BURIAL AREA #1 URANIUM IX TRAIN SKID ARRANGMENT SCALE: NOT TO SCALE A REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY U ST NEXT USED ON 8 7 6 5 4 3 2 PARTS/MATERIAL LIST TITLE BURIAL AREA 1 URANIUM TRAIN SKID SKID FRAME PROCESS VESSEL DISCONNECT SWITCH POWER PANEL PLC ENCLOSURE MINI POWER-ZONE PH METER SAMPLE BOX ASSEMBLY PUMP METERING PUMP LEAK DETECTOR UNICOND CONDUCTIVITY SENSOR PH ELEMENT TEMPERATUREIDEWPOINT TRANSMITTER DIFFERENTIAL PRESSURE TRANSMITTER PRESSURE TRANSDUCER FLOW METER INLINE STATIC MIXER EXPANSION JOINT MOTOR OPERATED VALVE PRESSURE RELIEF VALVE BALL VALVE SIMPLEX BASKET STRAINER BALL VALVE BALL VALVE CHECK VALVE FLEXIBLE HOSE COUPLER ADAPTER LIGHT FILTER FILTER DR AIN PUMP CHECK VALVE HVAC UNIT BALL VALVE REVISIONS DESCRIPTION MATERIAUREFERENCE NIA NIA 40FT N/A 48" DIA 100 AMP SQUARED 480V, 100 AMPS SIEMENS 24x24x8 HOFFMAN 15 KVA, 480 VOLT-120I240 VOLT SIEMENS INPR0426DI METTLER TOLEDO NIA NIA 3" FLANGED GRUNDFOS 41 GPD@250PSI 115VAC NOVATECH FLT93BFLEXSWITCH FCI 2-ELECTRODE METTLER TOLEDO NPT THREADED INPRO 426DI METTLER TOLEDO LOCAL DISPLAY VAISALA WITH VALVE BLOCK YOKOGAWA WITH VALVE YOKOGAWA MAGNETIC YOKAGAWA 31N X 191N LG JDMIX 4" 150# STAINLESS STEEL 3" FLANGED VALVE INDELAC 1 RF FLANGE KUNKLE 1" FULL-PORT, FNPT, SS PBM 31N RF FLANGE KECKLEY 31N FLANGE WITH POSITION SWITCH PBM 31N FLANGE PBM 31N FLANGED SWING TYPE KECKLEY 2", CORRUGATED EPDM CONTINENTAL 2" DRY DISCONNECT KAMVALOK 2" ADAPTER FOR DRY DISCONNECT KAMVALOK LED 46" LITHON IA DUPLEX ROSEDALE PERISTALTIC PUMP WATSON MAYLOW 1" NPT, HIGH TEMP STEEL HVAC UNIT 3 TON BARD 1/2" DIA HILTI KWIK BOLT TZ WITH 3 5/8" EMBED 1/2"' FULL-PORT, FNPT, SS PMS 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F E D C B U) ~ iJi C> ~ I q

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8 7 6 NOTES & SPECIFICATIONS:

1.

DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94. F DIMENSIONS ARE IN INCHES TOLERANCES:.X +/-.1,.XX +/-.03,.XXX +/-.005 FRACTIONAL: +/- 118 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

4.

DIMENSIONS FOR PIPE CONNECTIONS ARE BASED ON PIPING LAYOUT. CONFIRM PRIOR TO FABRICATION EXTERIOR COATING SHALL BE BS12944 - C3 MARINE OR APPROVED EQUAL. INTERIOR PROCESS AREA SURFACES SHALL BE NON-POROUS. AVOID USE OF ZINC ON INTERIOR E SURFACES IN THE PROCESS AREA.

7.

STANDARD CARGO DOORS AND HARDWARE FLOORS, WALLS, AND DOORS 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 OF PANELS SEE ELECTRICAL INSTALLATION DRAWINGS.

10.

TESTING WILL BE REQUIRED FOR SECONDARY CONTAINMENT

11.

BREAK SHARP EDGES, REMOVE BURRS. 12 WELDING AND INSPECT CARBON STEEL STRUCTURAL WELDS TO AWS 01.1 - 2015, WELD AND D INSPECT STAINLESS STEEL STRUCTURAL WELDS TO D1.6-2107. PROCEDURE AND WELDER QUALIF ICATIONS PER ASME SECTION IX ARE ACCEPTABLE 13 FABRICATION DETAILS AND STANDARDS PER NORMAL AND CUSTOMARY FOR INTERMODAL CONSTRUCTION 14 DESIGN TO BE CERTIFIED FOR DOT HIGHWAY TRAVEL. 8> FABRICATOR TO PROVIDE SUPPORTS FOR HVAC UNIT 16 RIGID FOAM INSULATION. R-10 INSULATION ON WALLS, ROOF, DOORS. MINIMUM OF 2" THICKNFSS FLOOR NOT INSULATED. C B A 8 7 6 5 4 3 SKID FRAME SCALE: NOT TO SCALE REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 5 4 3 2 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION RECORDING PURPOSES, OR IMPLEMENTATION F E D C B il, ~ ! 9

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8 7 6 5 4 3 2 F E D C B A 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 BE1WEEN 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.

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

5.

PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES. CALL 1WO BUSINESS DAYS BEFORE YOU DIG AT 811. FOUNDATION NOTES:

1.

FOR SLAB ON GRADE AND FOUNDATION SUBGRADE 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 1WO 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 314" MINUS CRUSHED ROCK OVER FABRIC. 8 7 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 UPON ACI 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 FOR 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. Fr,,20 MINIMUM LOCAL FLATNESS NUMBER. Ff>15 OVERALL LEVELNESS NUMBER, F1>15 MINIMUM LOCAL LEVELNESS NUMBER, Fl".10 4, ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COM PL YING WITH ASTM SECTION A615. REINFORCING STEEL \\NHICH 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

5.

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.

6.

REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE UNLESS NOTED OTHERWISE.

7.

THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (MIN. COVER LISTED) (A) CONCRETE CAST AGAINST AND PERMANENTLY PERMANENTLY EXPOSED TO EARTH: 3" (B) CONCRETE EXPOSED TO EARTH OR WEATHER:

  1. 6 THROUGH #18 BARS: 2"
  2. 5 BAR, W31 OR D31 WIRE AND SMALLER: 1 112" 8

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

9.

CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR SIMPSON STRONG BOLT OR ENGINEER APPROVED. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION ANCHORS REQUIRED. 10 REINFORCING DOWEL ADHESIVE SHALL BE HIL Tl HIT HY.200 ADHESIVE, OR SIMPSON SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED. 11. 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.

12.

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

13.

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

14.

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.

15.

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.

16.

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

17.

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.

18.

PROVIDE (1) 2'-0" LONG #4 REBAR AT ALL RE-ENTRANT CORNERS FOR SLABS, PITS, RECESSES, OR SLAB THICKNESS CHANGES IN THE TOP 113 OF THE SLAB-ON-GRADE.

19.

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 "B" SPLICES. 20. AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR 'WATER CURED". CONCRETE -ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:

1.

SPECIAL INSPECTION IS REQUIRED AND 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 REI NFORCEMENT 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: HILTI ANCHORS: KWIK-BOLT TZ

3.

INSTALLATION: A. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994. 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.

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

5.

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

1.

ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A 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 \\NHILE 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. STATEMENT OF SPECIAL INSPECTION NOTES:

1.

IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.

2.

CONCRETE CONSTRUCTION: SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE FOUNDATION:J Ir THC DC:JIGN :JTRENGTI I OF Tl IE FOUNDATIONS IS BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI.

3.

SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 OF THE IBC AND AISC 341.

4.

POST INSTALLED ANCHORS SPECIAL INSPECTION SHALL BE PER THE ANCHORS ASSOCIATED ICC-ES ESR. ~----~-----------+-R-EF_ N_U_M_B_E_R_I _____ T_IT-LE------,1 " DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 6 5 t 4 3 om SYMBOLS:

o I NEW CMUWALL SHEAR WALL METAL DECK SPAN DIRECTION STEEL COLUMN L=:J NEW CONCRETE SLAB F BRAC ED FRAME EXPANSION ANCHOR SCHEDULE I ANCHOR HIL Tl KWIK BOLT TZ I SIMPSON STRONG BOLT I DIAMETER SHALLOW STANDARD[ DEEP I SHALLOW STANDARD! DEEP : 112' 518' 314" 1" 2" 3 114" I I 2 314" 3 718" I 5" I 3 118" 4" I I 3 318" 5118" I 6 118" I 3 314" 5" I I 4118" 5 314" l 7 112" I __L I l 5114" I 9 314" I /' PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION E D C u._ 0 0 ~ 6 9 ~ U/ r-----------------------------l~~ Ci)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 3D0 Richland, WA 99352 www.nuclearsolutions.veolia.com ~

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~ NAME J KIENHOL2 2 CIMARRON PUMP AND TREAT SYSTEM PROJECT STRUCTURAL NOTES AND ABBREVIATIONS '"' l""UNO /.///f ~" NONE VFS-EPM-000-DWG-S-201 I""", o* 1 A

i I 6 5 J 4 3 I 2 I 1 I 8 7 I i I NOTES:

1.

SEE VFS-EPM-000-DWG-C-201 FOR CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS.

2.

SEE VFS-EPM-000-DWG-S-201 FOR NOTES, ABBREVIATIONS AND SCHEDULE. F [£> 8 "THICK CONCRETE SLAB.. F ~ USE #5 REBAR AT 12" EACH WAY, C/C OVER 4" OF 5/8" CRUSHED MINUS COMPACTED FILL OVIER 12" OF COMPACTED SUBGRADE WITH BROOM FINISH 1 TO 12 SLOPE

5.

SEE VFS-EPM-000-DWG-C-210 FOR FOUNDATION LOCATIONS. r 8" THICK SLAB REQUIRES#5 AT 12" E.W. AT MID DEPTH 12" THICK SLAB REQUIRES #5 E.W. TOP AND BOTTOM 3" CLR 47'-0" r ~ I I E TOC E

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~~~~~~ 1~.REA-IX TRAIN PAD & INJECTION SKID-PLAN VIEW CD SECTION SCALE: 3/4" = 1 '-0" D D C C ~- i N u.. B 0 - I 90% DESIGN 0 PRELIMINARY OR PERMIT SET, 0 NOT FOR CONSTRUCTION, s: RECORDING PURPOSES, ~ ~ OR IMPLEMENTATION ~ ~- (i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 0 TME DOCIJMOff, !>'TA. AND IN f ORW.llONCONTANE0 THEREIN ARE CCNFIDENTIAJ. ANO PRO?RIETA!IYTO IUJRICN. JIC. NEITHER THIS DOCUMENT NOR A.*l'f OAT.I. OR NfORW.TIONTl1EIHli MAY 8 EPROOUCEO. USEO. RElEASfOOROISCLOSE O. lflV\\fiO..EORINP.I.RT. WITWCOT'lliEElPRESSEO\\IIRITrEHCOHSEt.llOFIW~IC)f,j, 1NC i NAME O.,.~ PloNY CIMARRON A VADAV1s0N -2 PUMP AND TREAT SYSTEM PROJECT A

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F l"~,o VFS-EPM-000-DWG-S-210 Is I

DWGNO TITLE REFERENCES OAIE OESIGNAllTl,ORJTY // I DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SHOWN I"' I'""' 1 0, 3 8 I 7 6 I 5 t 4 I 3 I 2 I 1 I I

8 F E D \\ \\ \\ C B A 8 / I I L---/ \\ / \\/,/ /// .// 7 3 12K TANK FOUNDATIONS C-210 SCALE: 3/4" = 1'-0" 7 6 ) I I I,/ 6 5 DWGNO 4 2'-6" (3) #5 BARS AT EQ SP CIC TOP AN! BOTTOM - i . -- '. --. 1 I I I

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""""" / C/C EA FACE _,, 1 ~ I I ,_,__3" TYP (3) #5 BARS I EA FACE - B SECTION SCALE: 1 1/2" = 1'-0" REF NUMBER TITLE TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5 4 3 3 REVISIONS om 2

1.

SEE VFS-EPM-000-0WG-C-201 FOR CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS.

2.

SEE VFS-EPM-O00-DWG-S-201 FOR NOTES, ABBREVIATIONS AND SCHEDULE.

3.

SEE VFS-EPM-000-DWG-C-210 FOR FOUNDATION LOCATIONS PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION 2 BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS VFS-EPM-000-DWG-S-210 SH O\\M,J 1*SHE£T 2 CF J F E D C N

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8 7 6 5 4 3 2 NOTES

1.

SEE VFS-EPM-000-DWG-C-201 FOR CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS. 2 SEE VFS-EPM-000-DWG-S-201 FOR NOTES, ABBREVIATIONS AND SCHEDULE. F F E D C B A 4':(r'MAX UNI STRUT P2348 WITH (4) 112** DIA BOLTS AND SPRING NUTS IN AND BASE - OPTION 1 n_ EMBED _/ P3259-X _../ ~

  • -f---

r> (2)#5BARS - SECTION B 15\\ DETAIL - PIPE SUPPORT EXTERIOR ~ SCALE: 11/2"= 1'-0" 8 7 / PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS ~ ~ 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 P1000 UNI STRUT P1000, TYP SEE DETAIL 15 4'-0" MAX I. / PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE ~-/ SIZE AT LOCATIONS C( -* '-~ UNI STRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS I

~g~~~~~DIA BOLT AND (1)

I ' ---.....___ SPRING CLAMP TO P1000 I

..____ UNI STRUT P1000, TYP UNISTRUT P2348 SEE DETAIL 15

'/ __J r- ----~ --, L 4'-9" I OPTION 2 CD DETAIL - PIPE SUPPORT EXTERIOR SCALE: 1" = 1 '-0" e------+----------+-_ RE_F_N_U_MB_E_R _____ T_IT_LE ___ DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON I 6 I 5 t 4 REVISIONS 3 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION E D C i N

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