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o LEGEND & SYMBOLS <br /> TYPICAL OF 4 ZS TYPICAL OF 2 NV TYPICAL OF 3 HV <br /> 1. FOR P&ID SYMBOLS&NOTES SEE SHEETS M310&M311. <br /> OPND SPEED AUTO START RUN FAULT SPEED AUTO START RUN FAULT OPND CLD OPND FLOW <br /> (ZS-01 ( SCCYI�XC XI�XA �YI'rXC-YXI'\7–XA ) �� k501 M <br /> $ HV-201A,HV-2018 M-201 �rSCM-202 ) HV-201, HV-203 FEA-204,FN205, FIT-201 GENERAL NOTES <br /> HV-202A,110-2028 I I i I I I I I HV207 <br /> i i 1 1 E>PUMP P-201 HAS A STATED CAPACITY OF 100 GPM. <br /> III O O O O O O O O O O O O O DURING COMMISSIONING,PUMP WAS UNABLE TO <br /> i i i i i i i i Oi i © ACHIEVE DESIGN FLOW WITH ADDED HEAD,PUMP WILL <br /> :If — —4 — — O—O--0 —6- —± -9- it-- (•�—O—O -g- $ O -t�- BE USED FOR LOWER INFLUENT RATES<75 GPM. <br /> e 0 R <br /> ' i ., 0 - L>PUMP P-202 WAS UPGRADED FOR HIGHER FLOW AND <br /> o a O O O O O O O O O O D HEAD CAPACITY.PUMP,MOTOR AND UPS UPGRADED TO <br /> S L--0-J-0---0L--O-010---oJ 1---0-1-0---d-w-0-10---0-1 \ <br /> ACHIEVE 100 GPM.PUMP CAPACITY WILL EXCEED 700 <br /> i GPM,WHICH IS THE WW1P HYDRAULIC UNIT.VFD IS <br /> � 1 — _A_ — SET TO NOT EXCEED HERTZ THAT ACHIEVES 100 GPM. <br /> \fl/R 6 \^/R O \ \ , i <br /> i 0 6 <br /> / \ /( \ i i <br /> YS Ys CONSTRUCTION NOTES <br /> 201 I HOA 202 0 HOA ,• i <br /> ' O e m ® / / / �I ONS. PROCESS PIPING,MIXER,AND CHEMICAL <br /> elk <br /> S / ! % NEW INFLUENT FEED PUMP INCLUDING PUMP,MOTOR,AND MED. <br /> ® ® i UTIUZE EXISTING POWER AND CONTROLS WIRING.NEW AID TO <br /> FAULT FAULT © <br /> .✓ BE INSTALLED IN MCC. <br /> / I]SODIUM BISULFITE ADDITION TO BE LOCATED ON WEST SIDE <br /> i <br /> c i GARAGE DOOR. <br /> i - PI <br /> - , - (/SULFURIC ACID ADDITION TO BE LOCATED ON EAST SIDE OF <br /> i - GARAGE DOOR,DOWNSTREAM OF MAGNETIC FLOW METER.AND <br /> / / r PRIOR TO INLINE MIXER. <br /> i i <br /> / / ,- INSTALL INLINE MIXER IN VERDCAL SECTION OF PIPE PRIOR TO <br /> i T-210.MIXER TO BE LOCATED AT LEAST 4 FEET DOWNSTREAM <br /> ./ OF FLOW METER. <br /> i ©AUG FLOW RATE FOR PUMP PER BOEING'S REQUEST.NO <br /> j CONSTRUCTION ACTNfTY. <br /> i ,- - ./ <br /> ...-- <br /> ...-- <br /> ...-- <br /> e- <br /> i i ./ .r <br /> O i <br /> . . . <br /> .- , ..... <br /> i i i . i <br /> i <br /> SODIUM BISULFITE i i <br /> i 1/2"-S8-SS-522 FIT <br /> •., - Dog.No.M324 <br /> ZSO " 201 <br /> 201 <br /> i ./ <br /> ZSC i `_ •CV-527 Z50 <br /> i .- ,- ,. 201 L� 207 ZSO ZSO <br /> i IFN-528 204 205 <br /> TO CHROME REDUCTION TANK <br /> 1 <br /> 200 I I I I 101 Q 161 1/F--M --�I' 3"-IW-8/ -200 RAT.No.U316 <br /> i HV-201 HV-207 NV-204 FN-205 HV-212 M>Ot-201 NV-213 <br /> FLU-201 HV-517.6 <br /> ZSO ZSO \ ZSO .♦ y HV-209 <br /> 201 018 R 02B If/-22.18 CV-516 • <br /> al <br /> FROM STORAGE/ 3"-NI-PVC1-202 <br /> EQUALIZATION TANKS <br /> 0 ® IX <br /> > Ng.No.M313> Ir •� �~ � I-- <br /> AIV-2028 FLOW METER HV-214 <br /> HV-201A HV-2018 x_20 ...-- <br /> \ <br /> CALIBRATION (TYP) <br /> P-201 P-202 <br /> \ \ \ \ \ 10' N <br /> OUTSIDE INSIDE <br /> 3 W!-PVC1-201 19 aA <br /> SOC 1, <br /> 203 - <br /> TO SUMP DISCHARGE SULFURIC ACID <br /> 3"-IW-PVCI-204 <br /> CDwg.No.8329 < I I Dwg.No.M323 i/w. <br /> FN-203 <br /> I1-6' <br /> 8 <br /> P-201 P-202 FLU-201 <br /> iIN ,I TI I •UMP IN ,I I • MP FLOW METER <br /> PI (100 GPM) (100 GPM) <br /> 0 e © e <br /> 100%DESIGN-ISSUED FOR CONSTRUCTION ® Stantec <br /> SW REVISION 8Y APPROVED DATE SYLI REVISOR BY APPROVED DATE 7AIE %MULE ,CURRENT REVISION 00080E DATE <br /> W • ACCEPTABILITY 4ERGIYENKO 3.20.18 P&ID-INFLUENT WWTP 3•�� <br /> A WHIP-ISSUED FOR CONSTRUCTION-RECORD 10011878 URS TORRE 11.14.12 �R•••,,,,,w.- 7F95 DESIGN AND/OR CHECKED --7- <br /> ., dA•, SPECIFICATION IS APPROVED WEAKLEY 3.20.18 SHEET <br /> 8 ECNf4-ISSUED FOR CONSTRUCTION 10011818 URS MOCKOS 03.22.13 OE/A/O® ;Ir'f a APPROWD BY DEPT. DATE WEACHEK 3.20.18T7tEWASTEWATER TREATMENT PLANT M315 �JOHNSON 3.20.18 ---•-�'�C NNTP-MOOIFlCATH)NS MWIR WEAKLEY tz.a5.1601...4 <br /> > ` �" BUILDING 45-08 J08 NO. COMP N0. <br /> ogeg •36a6a9, Y KLAPPEY 3.20.18 <br /> °7oxA7 RIS° 3.20.18 MECHANICAL MASTER EVERETT,WA DWG N0' 45-08–M315 <br />