ML20091R716
| ML20091R716 | |
| Person / Time | |
|---|---|
| Site: | Hope Creek  |
| Issue date: | 06/08/1984 |
| From: | Mittl R Public Service Enterprise Group |
| To: | Schwencer A Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8406150219 | |
| Download: ML20091R716 (8) | |
Text
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3-O PS CJ Cornpany Pubhc Serwce u ElectricandGas 80 Park Plaza, Newark, NJ 07101/ 201430-8217 MAILING ADDRESS / P.O. Box 570, Newark, NJ 07101 Robert L. Mitti General Manager Nuclear Assurance and Regulation June 8, 1984 Director of Nuclear Reactoi Regulation U.S. Nuclear Regulatory Commission 7920 Norfolk Avenue Bethesda, MD 20814 Attention:
Mr. Albert Schwencer, Chief Licensing Branch 2 Division of Licensing Gentlemen:
HOPE CREEK GENERATING STATION DOCKET NO. 50-354 DRAFT SAFETY EVALUATION REPORT OPEN ITEM STATUS is a current list, as of June 4, 1984, which provides a status of the open items identified in Section 1.7 of'the Draft Safety Evaluation Report (SER).
Items
' identified as " complete" are those for which PSE&G has pro-vided responses and.no confirmation of status has-been received from the staff.
We will consider these items closed unless notified otherwise.
In order to permit timely resolution of items identified as " complete" which may not be resolved to the staff's' satisfaction, please provide a specific description of the issue which remains to be resolved. is a current list, as of June 4,-1984, which identifies Draft SER Sections not yet provided.
-Should you have any questions, please contact us.
Very truly yours, kfh I
h/ //
0 E
Attachments The Energy People.
I 954312 (4M) 7 83
~
9 '
D'irector of Nuclear l Reactor Regulation.
2 6/8/84 C
D. H.-Wagner
- USNRC Licensing Project Manager W. H. Bateman
-USNRC Senior Resident Inspector FM05 1/2
't E.
ATTAOIMENP 1 OPEN SEXTICN -
IEPPER ITEM NUMBER SUBJECT STA'IUS DATED Sasd 2.4.5 Wave inpact and runup on service Canplete 6/1/84 water intake structure 7b-2.4.11'.2
'Ihermal aspects of ultimate heat sink Caplete 6/1/84
- 9 l2.5.4 Soil danping values Caplete 6/1/84 1
10 2.5.4 Foundation level response spectra Complete 6/1/84
- 11 2.5.4:
Soil ~ shear moduli. variation Cmplete 6/1/84
- 12
- 2.5.4 Combination of soil layer properties
-Complete 6/1/84
-13' 2.5.4 -
Lab test shear moduli values Conplete 6/1/84 114-2.5.4 Liquefaction analysis of river botts Cmplete 6/1/84 sards 15.
2.5.4 Tabulations of shear noduli Cmplete 6/1/84 116 2.5.4-Drying and wettirx] effect on Cmplete 6/1/84
.Vincentown.
17' 2.5.4 Power block settlement monitoring Complete 6/1/84 18:
2.5.4 Maxim m earth at rest pressure Conglete 6/1/84 coefficient-n.
19' 2.5.4 Liquefaction analysis for service Cmplete 6/1/84 water piping 20-2.5.4
-Explanation of. observed power block Cmplete -6/1/84 settlement
-21~
2.5.4-Service wate: pipe settlement records Canplete
-6/1/84 i
22 2.5.4 Cofferdam stability Canplete 6/1/84 23 2.5.4 Clarification of FSAR Tables 2.5.13 Canplete 6/1/84.
and 2.5.14 24 2.5.4 Soil depth models for intake Caplete 6/1/84 structure 27-2.5.5 Slope stability Canplete 6/1/84 M P84 80/12 1-gs Page 1 of 5 N
I.
ATTAOIMENT 1 (Cont'd)
OPEN SECTION IffrER ITEM NUMBER SUBJECT STA'IUS DATED 30 3.5.1.2 Internally generated missiles (inside Cmplete 6/1/84 containment) 41 3.8.2 Steel containment buckling analysis Cmplete 6/1/84 42 3.8.2 Steel containment ultimate capacity Cmplete 6/1/84 analysis 43 3.8.2 SRV/ILCA pool dynamic loads Cmplete 6/1/84 44 3.8.3 ACI 349 deviations for internal Cm plete 6/1/84 structures 45 3.8.4 ACI 349 deviations for Category I Cmplete 6/1/84 structures 46 3.8.5 ACI 349 deviations for foundations Cmplete 6/1/84 47 3.8.6 Base mat response spectra Cmplete 6/1/84 48 3.8.6 Rocking time histories Cmplete 6/1/84 49 3.8.6 Gross concrete section Cmplete 6/1/84 50 3.8.6 Vertical flon-flexibility response Cmplete 6/1/84 spectra 53 3.8.6 Desicy1 of seismic Category I tanks-Cmplete 6/1/84 54 3.8.6 Combination of vertical responses Cmplete 6/1/84 55 3.8.6 Torsional stiffness calculaticn Cmplete 6/1/84 56 3.8.6 Drywell stick model development Cmplete 6/1/84 57 3.8.6 Rotational time history inputs Cmplete 6/1/84 58 3.8.6 "O" reference point for auxiliary C mplete 6/1/84 building model 59 3.8.6 overturning moment of reactor Cmplete 6/1/84 building foundation mat 60 3.8.6 BSAP element size limitations Cmplete 6/1/84 61 3.8.6 Seismic modeling of drywell shield Cmplete 6/1/84 wall M P84 80/12 2-gs Page 2 of 5
ATTAGMENT 1 (Cont'd)
TEN -
SECTICH IPPTER ITEM NUMBER SURTECT STA'IUS DATED 62 3.8.6 Drywell shield wall boundary C m plete 6/1/84 conditions 63 3.8.6 Reactor buildiri done boundary Complete 6/1/84 3
u conditions 64-3.8.6 SSI analysis 12 Hz cutoff frequency Cmplete 6/1/84 65 3.8.6 Intake structure crane heavy load Cmplete 6/1/84 drop 67 3.8.6 Critical loads calculation for Conplete 6/1/84 reactor building dome 68 3.8.6 Reactor building foundation mat Cm plete 6/1/84 contact pressures 69 3.8.6 Factors of safety against sliding and Complete 6/1/84 overturning of drywell shield wall 70 3.8.6 Seismic shear force distribution in Cmplete 6/1/84 cylinder wall 71 3.8.6 Overturning of cylinder wall C m plete 6/1/84 72 3.8.6 Deep bean design of fuel pool walls Conplete 6/1/84 I
73 3.8.6 ASHSD dome model load inputs Conplete 6/1/84 74 3.8.6 Tornado depressurization Complete 6/1/84 75; 3.8.6 Auxiliary building abnormal pressure
'Conplete 6/1/84 76 3.8.6 Tangential shear stresses in drywell Complete 6/1/84 shield wall and the cylinder wall 77_
3.8.6 Factor of safety against overturning Cmplete 6/1/84 of intake structure 78
'3.8.6 Dead load calculations Complete 6/1/84 79 3.8.6 Post-no3ification seismic loads for Conplete 6/1/84 the torun
'80 3.8.6 Torus fluid-structure interactions Cmplete 6/1/84 81 3.8.6 Seismic displacement of torus Cmplete 6/1/84 M P84 80/12 3-gs Page 3 of 5
ATTAOIMENT 1 (Cont'd)
TEN SECTICH IEPTER ITEM NUMBER SURTECT STATUS DATdD 82 3.8.6 Review of seismic Category I tank Cm plete 6/1/84 design 83 3.8.6 Factors of safety for drywell Cmplete 6/1/84 buckling evaluation 84 3.8.6 Ultimate capacity of containment Cmplete 6/1/84 (materials).
85 3.8.6 Load combination consistency Ccmplete 6/1/84 110b 4.6 Functional design of reactivity Cmplete 6/1/84 control systems 1 24 6.2.1.5.1 RPV shield annulus analysis Cmplete 6/1/84 129 6.2.2 Insulation ingestion C mplete 6/1/84 152 9.4.4 Radioactivity monitorirs elements C m plete 6/1/84 t
154 9.5.1.4.a Metal roof deck construction Cmplete 6/1/84 classificiation 159 9.5.1.5.a Primary and secondary power supplies Ccmplete 6/1/84 for fire detection system 161 9.5.1.5.b Fire water valve supervision Cmplete 6/1/84 162 9.5.1.5.c Deluge valves Cmplete 6/1/84 163-9.5.1.5.c Manual hose station pipe sizing Cmplete 6 /1/84 164 9.5.1.6.e Remote shutdown panel ventilation C m plete 6/1/84 165 9.5.1.6.g Emergency diesel generator day tank Cmplete 6/1/84 L
protecton 182 15.9.10 iMI-2 Item II.K.3.18 Ccaplete 6/1/84 185 7.2.2.2 Trip system sensors and cabling in Complete 6/1/84 turbine buildirs 190 7.2.2.7 Regulatory Guide 1.75 Cmplete 6/1/84 l
193 7.2.2.9 Reactor mode switch Cmplete 6/1/84 194 7.3.2.2 Standard review plan deviations Cmplete 6/1/84 M P84 80/12 4-gs Page 4 of 5 k
2 ATTACHMENP 1 (Cont'd)
OPEN SECTION IEPTER ITEM NUMBER SUBJECT STATUS DATED 197 7.3.2.5 Microprocessor, multiplexer and Cmplete 6/1/84 t
computer systems 200 7.4.2.2 Remote shutdown system Complete 6/1/84 205 7.5.2.4 Plant process emputer system Cmplete 6/1/84 209 7.7.2.3 Credit for non-safety related systems Cmplete 6/1/84 in Ch@ ter 15 of the FSAR 210 7.7.2.4 Transient analysis recording system Cmplete 6/1/84 218 9.5.1.1 Fire hazards analysis Cmplete 6/1/84 TS-3 4.4.5 Core flow monitoring for crud effects Cm plete 6/1/84 LC-1 4.2 Fuel rod internal pressure criteria Cmplete 6/1/84
?
JS:gs M P84 80/12 'H3s Page 5 of 5 1
1
ATTACHMENT 2 DRAFT SER SECTIONS AND DATES PROVIDED SECTION DATE SECTION DATE 3.1 3.2.1 11.4.1 3.2.2 11.4.2 i.
5.1 11.5.1 5.2.1 11.5.2 6.5.1 13.1.1 8.1-13.1.2 8.2.1 13.2.1 8.2.2 13.2.2 8.2.3 13.3.1 8.2.4 13.3.2 8.3.1 13.3.3 8.3.2 13.3.4 8.4.1 13.4 8.4.2 13.5.1 i
8.4.3 15.2.3 8.4.5
-15.2.4 8.4.6 15.2.5 8.4.7 15.2.6 8.4.8 15.2.7 9.5.2 15.2.8 9.5.3' 15.7.3 9.5.7 17.1 9.5.8 17.2 10.1 17.3 10.2 17.4 10.2.3 10.3.2 10.4.1 10.4.2 10.4.3 10.4.4 i
11.1.1 11.1.2 11.2.1 11.2.2 11.3.1 s
11.3.2-CT:db MP 84~95/03 01 I-e