ML22194A394

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2 to Updated Final Safety Analysis Report, Figure 9.3-15, Rev. 15, Plant Industrial and Sanitary Waste Gilbert Associates
ML22194A394
Person / Time
Site: Summer 
Issue date: 06/27/2022
From:
Dominion Energy South Carolina
To:
Office of Nuclear Reactor Regulation
Shared Package
ML22194A236 List: ... further results
References
22-179
Download: ML22194A394 (1)
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Text

14 rn> GPH PS!G 1

150 30 A

2 750 10 3

4350 15 4

1400 50 5

1000 10 6

33 15 7

000 27 B

C D

13 SYSTEM DATA OF BY 90 CRK 100 CRK 100 CRK 200 ALM 90 CRK 90 CRK 100 ALM REMARKS INCLUDES BLDWDDWN INCLUDES HI VEL, FLUSH MM-2 XPP-120A-WP MM-2 14604-WP a.:

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,,- SANITARY 11 LIFT STATION MM-2 10 4 11CI-SFM

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cs MM-2 14608-WP DIESEL GENERATOR UNLOADING STATION B

14607-WP <-r>-"--.:://

B A

6 11 WP

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LS 6373

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....J:U;J!C.o',_.--',

-W 14618-WP MM-Z BOILER XPP-120B-WP HOUSE OIL UNLOADING STATION 750 GAL. OPERATING CAPACITY\

....... ~...;.M,:;..M.,__--=;2~_

EACH PUMP IS 150 GPM.

1460G-WP PUMP CONTROL IS BY LEVEL SWITCHES.

LOWEST LEVEL:BOTH PMPS.OFF 2nd LEVEL:LEAD PMP.ON 3rd LEVEL:LAG PMP.ON 4th LEVEL:HIGH WTR ALARM SEE NOTE 6" 2

E-2

-352 3"

_,, 156X

~.L:..U..'---~ 6,,WP 156X

__, 156X 6"-156X 8"WP u >

CL 6" PVC 4625-WP_/

OIL STORAGE OIL TRANSFER STATION MANHOLE

'--..---,-, 15 6 X L SUMP'-----------'

MANHOLE 8"

8 SAMPLE MANHOLE 8 11 D.I.P.

XAJ0045 XAJ0046 7

SANITARY SYSTEM AERATION POND 0 0 6

5 4

r------1 I

8 11 D.I.P.

8 11 D.I.P.

XAJ 0048 FILTER FEED XAJ0047 MANHOLE SAND FILTERS OIL REMOVAL ANO PLANT START-UP SYSTEM CHEM CLEANING CONNECTION PLANT WASTE SURGE BASIN MM-8 EFFLUENT WEIR STRUCTURE N0.4 15"CP SAFE - GUARD TRANSFORMER AREA MANHOLE "C" ROo-20 4606A-WP

~

RNb-22 4621-WP RNb-22 OIL SKIMMER -------

MM-8 TRANSFORMER AREA 8"WP 8"WP 156X 156X MANHOLE 'D' 1811 18"-156X 4622-WP

~~

2

,....,~cs 4609-WP

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CHEM. CLEANING

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(NORMALLY CLOSED) /

190'X60' lil RIM 7' LIQUID DEPTH

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2'FREEBOARD oc 2:1 SIDE SLOPES oc w

f-

<r:

,,..------- PORTABLE PUMP DISCH.HOSE BY VENDOR - l1/2' BORE MB-46 XTK-120-WP SCE & G 14602-WP 8 11 CI EFFLUENT WEIR STRUCTURE 3

XPS-104-WP WASTE WATER CHLORINATOR CHLORINE CONTACT TANK 2

XPS-203-WP WASTE WATER DECHLORINATOR MANHOLE "H' 1511CP 24"CP MANHOLE 'J' MANHOLE 'E' MANHOLE 'F" 1

A B

C 0

24"CP E,1-----+----+-------1

'--------~156X \

SUMP_.i F-1 20"WP f-z

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0 2"

/ ~219!WP 4"

15"CP 15"CP E

F G

H J

K WP 14600 14618 10MD WP 4601 4624 156X I

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SYSTEM SUFFIX FIRST NO, LAST NO.

-352 MD PUMP XPP-119A-w'P IS 750 GPM.

COLLECTING SUMP VALVE NUMBERING 4" D.I.P.

SANITARY LIFT _.-.I STATION XPP-0203A 500 GALLONS OPERATING CAPACITY,EACH PUMP CONTROL BY LEVEL SWITCHES, LOWEST LEVEL BOTH PUMPS OFF PUMP-110 GPM PUMP XPP-119B-WP IS 4350 GPM.

PUMP CONTROL BY LEVEL SWITCHES.

LOWEST LEVEL STOPS EITHER PUMP.

2nd LEVEL STARTS PUMP XPP-119A-WP 3rd LEVEL STARTS PUMP XPP-1198-WP AND STOPS PUMP XPP-119A-WP.

SECURITY AND ENGINEERING BUILDING WATER TREATMENT SLUDGE H-5 4"

151X 156X

-165 8"

XPP-119B-WP XPP-119A-WP ROo-28

/

4612-WP 10" 2ND LEVEL LEAD PUMP ON 3RD LEVEL LAG PUMP ON 10" 10"-156X 4

lt--------..... --H 4TH LEVEL HIGH ALARM 3

20 90 20 90

<11/2 225 CK 2

150 100 250 100

<lY.

300 AM 1

60 200 75 200 (11/2 225 AM i#) PSIG ° F PSlG

°F DURA.

HY*

f---"

NORMAL IJ'SET IJRG BY CHKO REMAAKS ROe-17 4610A-WP PR247405 4611A-WP ROb-1 EI~

I PR247405

/ 46118-WP 2

IPI-6351-HR-WP \

3/4" 8"

FLUSH CONN. ji-.if.-.....J ROb-1

/

14601-WP CLARIFIER BLOWDOWN CARBON FILTER BACKWASH GRAVITY FILTER BACKWASH 0-7

-161 WT (fl (fl XPP-89A-WP 15,000 GALS OPERATING CAPACITY PUMP 1000 GPM EA. 1001/.

CLARIFIER BLOWDOWN SUMP 0-8

-161 WT 10" 2"

3"

'-_ TRENCH ALUM SLUDGE LAGOON 400' X 80' lil RIM 10' LIQUID DEPTH 2'FREEBOARD 2:1 SIDE SLOPES 156X 10"-156X 20" WP i-:-MI-DRAIN 151X 151X PLANT SURGE BASIN OIL COLLECTING TANK 1060 GAL CAPACITY TRUCK WITH METERING PUMP ROe-4 /i 4615-WP I

~z WAS~~iN~Ri:~~JG utu~ -.... 4616-WP

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(ABANDONED)

I u ro

~.., 6" WP PH ADJUSTING AND P04 PRECIPITATING REAGENTS FOR PLANT START UP WASTE TREATMENT PLANT START-UP WASTE, HOLDING BASIN AND ALUM SLUDGE LAGOON 15"CP i~

(D

<t l"'--4+-EFFLUENT WEIR STRUCTURE N0.2 LAGOON 400'X 80'~

RIM 10' LIQUID AND SLUDGE 2' FREEBOARD. 2:1 SLOPE 8"

8" 8"

8"WP 156X

\

MM-3 XPP-121 -WP (ABANDONED)

MANHOLE 'G' 24"CP TO MONTICELLO RESERVOIR F

G F"

{fl

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00 v.. -

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Q

..1---EFFLUENT WEIR STRUCTURE N0.1 15"CP

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Q ABANDONED LIFT STATION SOUTH OF WAREHOUSE 'C' ABANDONED LIFT STATION SOUTH OF TURBINE BLDG.

WAREHOUSE

'C' MAINT. SHOP GUARD HOUSE Q/A BUILDING

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4" C.I.

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~ 7 L ~

- 7 C

J SANITARY LIFT STATION (SOUTH OF WAREHOUSE 'C')

EACH PUMP -

150 GPH 4" PVC 15 12/7101 RHM NOTE:

1. (f) INDICATES INSTRUMENT IS FURNISHED WITH EQUIPMENT.

2* FOR BOILER HOUSE DRAINS SEE FLOW DIAGRAM 0-302-051.

DRAWING LEGIBILITY CLASS 1 SCE~G CAD ENHANCED REVISED PER ECR-7O625 MGR BL FSAR Figure 9.3-15 SOUTH CAROLINA ELECTRIC & GAS COMPANY VIRGIL C. SUl+IER NUCLEAR STATION PLANT INDUSTRIAL AND SANITARY WASTE GILBERT ASSOCIATES DESIGN ENGINEERING J

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Q 14 517/03 JMR CAOD ENHANCED PER ECR-5O239 MGR DDJ

-"-~COMF'>>N MADE 13 01108198 JTS REVISED PER CGSS-97-O569 LEK MGR

1.

PJS o 1 12 02117195 AVN REVISED PER MRF -22385 MGR AJC DCW 11 9/4/90 DCW REVISED PER CGSG-16O72-DE PS PJS

~O SCN..E LE PS D-302-361 15 -

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0' 5'

10' 15' 23'

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DESIGN DATA NO.

DATE BY REVISION CKD.BY.APPROVAL M

RN 04-045 July 2005

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