ML18031A331
| ML18031A331 | |
| Person / Time | |
|---|---|
| Site: | Susquehanna  |
| Issue date: | 12/05/1979 |
| From: | Sells D Office of Nuclear Reactor Regulation |
| To: | Curtis N PENNSYLVANIA POWER & LIGHT CO. |
| References | |
| NUDOCS 7912200649 | |
| Download: ML18031A331 (5) | |
Text
, L DEC Og 1979 Docket f'los., 50 387 60-300 Pennsylvania Poli 5 Light Company ATTN: fir. Norman tf. Curtis Vice Pr eside>>I;Engineering
, and Construction 2 North Ninth Street
.Allentown;n, Pennsylvania 18'f01 Gentlemen:
DISTRIBUTION oc ets IRON)
NRC PDR Loca'f PDR NRR Reading EP-2 Reading DESells/SSBajna NDuncan I
- Attorney, OELD
- RZ0ssman, ANL SUBJECT!
IHFOR/STION RE/HEST RELATIVE TO POND HILL RESERVOIR Tf~e information provided in your letter of )november 13, 1979 3n response to our letter of October 29 is considered incomplete in certain areas (see attachment).
Please provide the.missing infowrat)on and clarify the discrepancies.
Preparation of the supplement to our Draft Environmental Statement on the Susquehanna Station concerning the reservoir v>ill not be completed prior to receipt of your response to this request..
In the avent you are unable to provide the information by December 16, 1979, please advise Singh B+1<a by te'lephone (301-492-8441) as to ~shen it may be expected, Sincerely, Original signed by D. E. Sella
.,I Enclosure; As stated cc:
See next page Donald E., Sells, Acting Chief Environmental Prospects.
Branch 2 Division of Site Safety and
, Environmental Analysis vs12soo Qp$
OFFICE P SURNAME OATEN
.,P.SE:KP-.2........DSE: EP.-.2.
.SSBajwa:cc,. ".t<Duncan".
]2/5/79 12/
/79 DSE:EP-2 OESel 1.s 12/
/79 NRC FORM 318 I9.76) NRCM 0240
- U,S ~ GOVERNMENT PRINTING OFFICE: 1979.289 389
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Pennsylvania Power 5 Light Company DEC 0> 196 cc:
W/enclosure:
Jay Si lbert, Esq.
Shaw, Pittman, Potts 8 Trowbridge 1800 M Street, NH Hashington, DC 20036 Edward M. Nagel, Esq..
Vice President, General Counsel and Secretary Pennsylvania Power and.Light Company 2 North Ninth Street Allentown, Pennsylvania 18101 Mr. Robert M. Gallo U.S.
NRC P. 0.
Box 52 Shicksbinny, Pennsylvania 18655 les. Colleen Marsh 558 A
R.
D. 4 Mount Top, Pennsylvania 18707 Dr. Judith H. Johnsrud Co-Directo'r, Environmental Coalition on Nuclear Power
'433 Orlando Avenue State College, Pennsylvania 16801 Mrs. Irene Lemanowicz The Citizens Against Nuclear Dangers P. 0.
Box 377 R.
D.
1
'Berwick, Pennsylvania 18603 Gerald Schultz, Esq.
Susquehanna Environmental Advocates 500 South River Street Hilkes-Barre, Pennsylvania 18702 Mr.'homas M. Gerusky, Director Bureau of Radiation Protection Department of Environmental.Resources Commonwealth of Pennsylvania P. 0.
Box 2063 Harrisburg, Pennsylvania 17120 Mr, William Barberich Nuclear Licensing Group Supervisor Pennsylvania Power 5 Light Co.
2 North Ninth Street Allentown, Pennsylvania 18101
ADDITIONAL INFORMATION REQUEST POND HILL RESERVOIR EVALUATION SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1
AND 2 DOCKET NUMBERS 50-387 AND 50-388 8)
Your response to item 3 of our October 29, 1979 information request is incomplete.
a)
Indicate the proposed location of the pumping station on the flooding map.
b)
Provide detailed discussions of alternatives to the floodplain location for the pumping station and, if you so conclude, justification for the non-practic-ability of alternatives off the floodplain.
9).
Details of the saddle dike do not appear consistent between plates 3 and 4.
a)
On both figures the top of the dike is stated as at elevation 990 feet and is drawn at that elevation in plate 4.
In plate 3, however, the dike is shown as connecting with the 1005 foot contours.
In that figure the dike is shown as about 450 feet long.
A dike connecting the 990 foot contours of the hills would be only about 150 feet long.
b)
Plate 4 shows the shoreline of the reservoir on the
'ike embankment when at the calculated maximum level of 984.9 feet and about 60 feet from'the axis of the dike when at normal full pool elevation of 981-feet.
Plate 3 shows the shoreline considerably further away
,for both cases.
Please clarify these a'pparent discrepancies.
In addition, it appears from Plate 3 that at the normal
.ful,l pool elevation of 981 feet, the water surface will
~
be below the riprapped dike embankment, but will impinge upon what is labeled "zone 3 - random fill". Discuss how undermining and erosion of the tow of the dike will be prevented during times of wave attack on the random fi 1 1.