ML23241A323

7 to Updated Final Safety Analysis Report, Chapter 3, Figure 3.2-17, Drawing 102017, Rev. 103, Sheet 3A, Saltwater Systems

ML23241A323
Person / Time
Site:	Diablo Canyon
Issue date:	05/25/2023
From:	Pacific Gas & Electric Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML23241A052	List: DCL-23-044, 7 to Updated Final Safety Analysis Report, Chapter 9, Figure 9.4-10, Drawing 512904, Revision 15, Mechanical Air Monitoring Technical Support Center and Post-Accident Sampling System Air Flow Diagrams ML23241A053 ML23241A054 ML23241A055 ML23241A056 ML23241A057 ML23241A058 ML23241A059 ML23241A060 ML23241A061 ML23241A062 ML23241A063 ML23241A064 ML23241A065 ML23241A066 ML23241A067 ML23241A068 ML23241A069 ML23241A070 ML23241A071 ML23241A072 ML23241A073 ML23241A074 ML23241A075 ML23241A076 ML23241A077 ML23241A078 ML23241A079 ML23241A080 ML23241A081 ML23241A082 ML23241A083 ML23241A084 ML23241A085 ML23241A086 ... further results
References
DCL-23-044
Download: ML23241A323 (1)

Text

30A 31A 32A 33A 34A 35A 36A 37A 39A TRP E-1049-2 JNTAKE STRUCTURE YARD TURBINE BLDG. 56 NOTE 2 I I

NOTE 3 E-3/4**

E-928-2 MEC1 CIVIL I

I I

I I MECH. SEE

~ NOTE II 2" DISCH TO OCEAN A I DWG. 500 I 53 A

~

~

G-710-20 B-0 I I I NOTE 15 INTAKE STRUCTURE SUMP :~:~~/ISCH EMBEDDED I 22 G-534-20

~l9~-D>--'G~-~6~77~-~16~~-B~-~O-ll_l_ _ _ _ _ _ _ _ _ _ _ _----1,Hl+--12_**_AC_P_BY_C_IV_I_L~*--+~-16_**-~ljlf--B--DO<ll~l----~G~9~5~4~1~6----H R-0 I 09 3  :,

SERVICE WATER

@:0 E-3/~"

FROM INTAKE HEAT EXCHANGER CIRC WATER 3/,*

TYGON CLR UNIT 2 SAMPLE TUB ING SUMP E-929-2 0-1 CIVIL

~

DWG. CIVIL 6 11 438 I 31 OVER-B FLOW TO B

OCEAN I -1/2" PVC 0-71 I -20 GUARD PIPE -------

NOTE NOTE 20 14 __J FROM 12' X UNIT 2 I I. 75' x I I. 75' BY CIVIL D-2092-14 E-2 CIVIL C UNIT ONE &

C

@to) UN IT TWO CONTINUOUS NOTE 7 A IR RELEASE ls-o 1 11 E-2 CHLORINE HEADER UN IT 2 MON I TORS

( TYP. l D-2091-14 ( LEASED J

~0111 I

<fil> I I

,~: 4" I

~r ________ I I

CIVIL -ffii NOTE 20 D-710-20 NOTE NOTE 20

- 14

__J TO OCEAN D 12'x 16' BY CIVIL D ll.75'x 11.75' BY CIVIL

---

<Qillill CIRCULATING WATER SYSTEM CON PPS DISCH HOR

6. 3/4" NOMINAL WALL WELDED STAINLESS STEEL ASTM A35B TP316L, 18, THIS LINE MEETS MATERIAL CLASS 11<:Tiffi REQUIREMENTS OF PG&E SPEC "S2" BUT IS SCH 80 FOR STRENGTH AND

7. TO BE FURNISHED UNDER CIVIL SPEC. 8842 {lQID(}QID TO ALLOW THREADING. REF AT-MM I 08017

8. NOZZLE 71 INLETS AND OUTLETS CAPPED. ARA0567627,(TIB) UNIT 2

9. WHITEYSS-63TSl2 ~

10. DELETED 19. THIS LINE MEETS MATERIAL REQUIREMENTS OF PGti<E SPEC "S 13" II. 2"0 PVC BALL VALVE, UNION END TYPE, S/C 75-4713~ BUT IS SCH 80, (TI@ 11. 75' x 11. 75' I 2, BLIND SECTION OF SPECTACLE HAS BEEN REMOVED (EID CIVIL

20. K-2635 10

13. FOUR CATHODIC PROTECTION TEST STATIONS (g@(EID 14, REFER TO DC-6009321-5 FOR DETAILS ON FLANGE CONNECTION CIVIL MECH. CON PPS FOUR CATHODIC PROTECTION TEST STATIONS EACH CONNECTION DISCH HOR E

~<Tiffi DIABLO CANYON POWER PLANT - PG&E CO.

SALTWATER SYSTEMS 06-29-2020 ZNS4 FXC2 N/A NOT REQUIRED PER CF3. ID5 DATE OWN RE IV PROFESSIONAL ENGINEER PE DISC.