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glM APR 8 1991 NJ.[?t Docket Mos.:
50-460/513 N
n.' fK' 9 te e W SUM FORl Welter P. Naass Chief f (.
[dQ Quality-Assurance Brench 4/>3
'5 civision of EngineeMng t
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%gh Anthony tournia Project Manager
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Licensing trench No. I Divisten of Licensing 4.
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George toer. Chief Hydrelegls and Geotechnical Engineering Branch Divisfee,ef Engineering 4.
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MYIN W Q LIST: CEOTECl!NICAL D!GINEERING Rume WPE Ilusq Project tio. I r. 4 W8 glM W/sia
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4: LB-1. A. Dourn1a. LN1
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90stestl Continuing l,
We lhble 3.8-2 of the WHP-1 & 4 PSAR to determine whether the i
44 geteides e edegente listing of safety-related structures, f
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the Goetechnical Engineering Section. HGEB I
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, are as follows:
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$16% ewing systans and camponents. located outside of L.b:O W Nesse
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thter and testeeralized Water storage Tanks Enclosures l
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011 $terage 1haks hunker Steen and IIsotsster Isolation Area Enclos:re
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I idelter P. Haass APR !:
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-Anthony Bournia -
% At N nmP-1 & 4 site, there are the folicwing slopes whose failure could
.i tapact saiW' elated 55C.
3-EncewatW sM4r pond slwes d'
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44, The testaehofeel' neering Staff. Hydrologic and Geotechnical Engineering l
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% Q-list as shown in Table 3.2-2 of the WNP-1 & 4
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'N est fly our &res of rwiow rejoens1bility and the : oil p}
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SBC amed to be ado W:
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Gnas IE E1 1 Suet Banks f [!.
,s Ry9ed Servfce litter Pipeline
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Tkts reytes uns-by Dfnesh Gupta. Geotechnical Engineering Section, h-s% 9eteste end, I rfagineering Branch.
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oripnst ogrfcd by Gect:e Lear
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George Lear Chief, Itydrologic and Geotechnical Engineering Betach a
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