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{{#Wiki_filter:Rs."ULA>SR'+>I'>FURNATIo>>
{{#Wiki_filter:Rs."ULA >SR'+>I'>FURNATIo>>         olsTRIOUTIo'I       st's>l (Rios)       'QI/I ACCESSIOf'f NBH:8006 060384                        OOC  ~ DATE: 80/0 5/30      NOTARIZED: NO              DOCKET F AC I                     'ne   IMi le Point      I'fuclear  Stat iong Unit ls Niagara          Powe  05000220 0     410 Sf'         ~ile Point Nuclear Stat ions Unit 2r f4iagara                    aloha  05000410 A TB ~ f~. >c,                 AUTHOR AFFTLI AT IOff r'ILK I>CSUN s T. A.             ArfTtysOept,of s Cor os of        F n91neers HF C I P ~ sf A ~}E             REC 1P IF f4 I AFF IL I A I ION
olsTRIOUTIo'I st's>l (Rios)'QI/I ACCESSIOf'f NBH:8006 F AC I'ne 0 410 Sf'A TB~f~.>c, r'ILK I>CSUN s T.A.HF C I P~sf A~}E~C'fULLENRH
    ~C'fULLENRH ~                          Geosciences Branch SUslSECT:         Responds       to 800215 8 0509 reques ts for review of plant-geotechnical investigations'til should evaluate safety implications of crock in reactor bldg north wall, DIS fH  IBUT ION CODE: 6021S                   COPIES RECEIVEf) :LTH             E'fCI         SIZE:
~060384 OOC~DATE: 80/0 IMi le Point I'fuclear Stat~ile Point Nuclear Stat AUTHOR AFFTLI AT IOff ArfTtysOept,of s Cor os of F REC 1P IF f4 I AFF IL I A I ION Geosciences Branch 5/30 NOTARIZED:
TITLE: Dual Review Hesponsibi                  lity   (DOR   8 OPM)
NO DOCKET iong Unit ls Niagara Powe 05000220 ions Unit 2r f4iagara aloha 05000410 n91neers SUslSECT: Responds to 800215 8 0509 reques geotechnical investigations'til implications of crock in reactor DIS f H IBUT ION CODE: 6021S COPIES RECEIVEf)TITLE: Dual Review Hesponsibi
    ~ fOTES:
~fOTES: ts for review of plant-should evaluate safety bldg north wall,:LTH E'fCI SIZE: lity (DOR 8 OPM)HEC IP IENT CUP IES I 0 COOF/i%A>~1E L T TR Ef'f ACTIuf'.05 f'fn P.POW,~W~~~<1 A f)8.6RX'maS HEC IPIENT COPIES IO CODE/i<AME
HEC IP IENT             CUP IES               HEC IPIENT                COPIES I0  COOF   /i%A>~1E       L T TR Ef'f           IO CODE/i<AME            '> TH EN ACTIuf'.           05 f'fn     P.POW,~W~~~<1                         06 BC Cg>3>ZmKy 5 A f) 8.6RX'maS                                     LA O4B&#xb9;8>'CuR       gy INTERNAL:         ')       G F IL                 1              02 ffRC PI)R                  1 18   I~E                         2              13 TA/EDO 14 CORE PERF BR                   1              15 Ei'lGR BR                  1 16 REAC SFTY BR                   1              17 EEB                        1 1>3 PLANT SYS BH                   1              19 EFLT THT SYS              1 20   BR IRKRAN                                   21 EPB OOR                    1 22   OPERA LIC BR                 1              23 GEOSCI BR                  2 25   QAB                         1              26  'lECH ENG BR            1 27   STRUC EluG BR               1              28  HATL ENG OR              1 29   HERC SYS BH                 1              30  ANALYSIS      BH        1 31 AUX SYS UR                     1        l      32  CONTAIN SYS              1 "33 I ff C SYS OR                     1              34  POlvER SYS      BR      1
'>TH EN 06 BC Cg>3>ZmKy 5 LA O4B&#xb9;8>'CuR gy INTERNAL: ')G F IL 18 I~E 14 CORE PERF BR 16 REAC SFTY BR 1>3 PLANT SYS BH 20 BR IRKRAN 22 OPERA LIC BR 25 QAB 27 STRUC EluG BR 29 HERC SYS BH 31 AUX SYS UR"33 I ff C SYS OR'35 ACCONT AfJLYS 37 K IRK'>AfOOD Af)FOR ENG AO SITE ANLfS AO/CORE 8 Cf)IWT OELD.EXTERNAL:
                    '35 ACCONT AfJLYS                   1      1      36  HAO ASST BH              1 37   K IRK'>AfOOD                 1              36  HYD FETOR BR            1 Af) FOR     ENG                   1              AD PLANT SYS                  l AO   SITE ANLfS                   1              AD SITE TECH                  1 AO/CORE       8 Cf)IWT           1              DIHECTOR      >ERR            1 OELD                               1
03 LPOR 39 ACRS 1 2 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 10 10 02 ffRC PI)R 13 TA/EDO 15 Ei'lGR BR 17 EEB 19 EFLT THT SYS 21 EPB OOR 23 GEOSCI BR 26'lECH ENG BR 28 HATL ENG OR 30 ANALYSIS BH 32 CONTAIN SYS 34 POlvER SYS BR 36 HAO ASST BH 36 HYD FETOR BR AD PLANT SYS AD SITE TECH DIHECTOR>ERR 04 NSIC 1 1 1 1 1 2 1 1 1 1 1 1 1 l 1 1'JUX e 580 0 TOTAL IA>bblBEH UF COPIES HEQU[RED: LTTR~ENCL  
.EXTERNAL: 03 LPOR                                     1      1      04 NSIC 39 ACRS                           10       10
                                                                                          'JUX   e 580 0
TOTAL IA>bblBEH UF COPIES                 HEQU [RED: LTTR         ~       ENCL


0 DEPARTMENT OF THE ARMY BUFFALO DISTRICT, CORPS OF ENGINEERS 1776 NIAGARA STREET BUFFALO, NEW YORK 14207 NCBED-DF 30 Hay 1980 Hr.Richard McMullen Geology and Seismology Section Nuclear Regulatory Commission Washington, DC 20555  
0 DEPARTMENT OF THE ARMY BUFFALO DISTRICT, CORPS OF ENGINEERS 1776 NIAGARA STREET BUFFALO, NEW YORK   14207 NCBED-DF                                                                 30 Hay 1980 Hr. Richard McMullen Geology and Seismology Section Nuclear Regulatory Commission Washington, DC 20555


==Dear Dick:==
==Dear Dick:==
Reference your transmittal dated 15 february 1980, and our verbal conversation on 9 May 1980, requesting our review of geotechnical investigations performed at Niagara Mohawk's Nine Mile Point Nuclear Station, Units 1 and 2.We have reviewed Niagara Mohawk's responses to several of the questions posed to them in your memorandum dated 11 May 1979.As discussed with you previously, at the present time we will only be providing comments regarding Niagara Mohawk's response to Question 361.22.Since many of the questions regarding the investigation performed at Unit 2 are interrelated, I would prefer to withhold commenting on any specific response until all questions have been addressed by Niagara Mohawk.Regarding the response to Question 361.22, it appears that the Utility has altered its position on the postulated cause for the crack in the north wall of the Unit 1 Reactor Building.At the meeting held on 24 April 1977, Niagara.Mohawk indicated that the crack was'suspected to be caused by rock squeeze of excavation walls.In their response to Question 361.22, Niagara Mohawk now states that the cause of the crack has not been determined.
The 3-foot wide slot between the rock and substructure walls would seem to preclude wall con-vergence from horizontal rock squeeze as a likely cause for cracking.However, as stated in the response, small movements of the foundation rock supporting the adjoining Screenwell Building's west wall, could produce suf-ficient load to cause cracking in the Reactor Building wall.Expansion of concrete comprising the west wall of the Screenwell Building was mentioned as another possible cause..It is my opinion that cance of the crack in safe operation of the the simple monitoring if possible its exact the Utility should be required to evaluate the signifi-the Unit 1 Reactor Building wall with respect to the plant.Further, they should undertake studies, beyond of physical changes of the crack, in order to determine cause.The need for possible remedial treatment at Qp>8006060~~'(


NCBEO-DP Mr.Richard Mc Mullen Unit 1 and the need for design and construction modification at Unit 2 should be thoroughly addressed by the Utility.We look forward to receiving a copy of Niagara Mohawk's responses to the balance of the questions relating to the Unit 2 geologic investigation.
Reference your  transmittal dated 15 february 1980, and our verbal conversation on  9 May  1980, requesting our review of geotechnical investigations performed at  Niagara Mohawk's Nine Mile Point Nuclear Station, Units 1 and 2.
Sincerely,~/'j.Lkkl'HOMAS A.ILKINSON District Geologist
We  have reviewed Niagara Mohawk's responses to several of the questions      posed to  them in your memorandum dated 11 May 1979. As discussed with you previously, at the present time we will only be providing comments regarding Niagara Mohawk's response to Question 361.22. Since many of the questions regarding the investigation performed at Unit 2 are interrelated, I would prefer to withhold commenting on any specific response until all questions have been addressed by Niagara Mohawk.
Regarding the response    to Question 361.22,    it appears that the Utility has altered its position on the postulated      cause  for  the crack in the north wall of the Unit 1 Reactor Building.     At the  meeting  held  on 24 April 1977, Niagara
.Mohawk indicated that the crack was 'suspected to be caused by rock squeeze of excavation walls. In their response to Question 361.22, Niagara Mohawk now states that the cause of the crack has not been determined. The 3-foot wide slot between the rock and substructure walls would seem to preclude wall con-vergence from horizontal rock squeeze as a likely cause for cracking.
However, as stated in the response, small movements of the foundation rock supporting the adjoining Screenwell Building's west wall, could produce suf-ficient load to cause cracking in the Reactor Building wall. Expansion of concrete comprising the west wall of the Screenwell Building was mentioned as another possible cause..
It is  my opinion that  the Utility should be required to evaluate the signifi-cance of the crack in    the Unit 1 Reactor Building wall with respect to the safe operation of the    plant. Further, they should undertake studies, beyond the simple monitoring    of physical changes of the crack, in order to determine if  possible its exact  cause. The need for possible remedial treatment at Qp>
8006060 ~ ~'(


U.S.NUCLEAR REQULATORV COMMISSION ET TE VRC FoRM 196 2-7$)NRC OISTRIBUTlON FOR'ART50 DOCK MA RlAL OOCKET NUM SER 8V-2dO./FII E NUMSER 0 Mr.J.M.Toennies Niagara Mohawk Pwr Corp Syracuse, N.Y.FROM: Dept of the Army Buffalo, N.Y.14207 Paul F.Gaume OATS OF 0OCUM EN T OATE RECEIVEO I ETTER C}OR IOINAI.PCOPV C1NOTORIZEO.
NCBEO-DP Mr. Richard  Mc Mullen Unit  1 and the need  for design and construction modification at Unit 2 should be  thoroughly addressed  by the Utility.
~NCLASSIFIEO PROP~INPUT'0 RM NUMSER OF COPIES RECEIVEO/CC~ESCRIPTION Forwarding Dept of the Army's permit allowing Applicant to construct a submerged intake structure and a submerged discharge.structure connected to shore by tunnel No 1, and a submerged intake structure connected to shore No 2 in Lake Ontario at: Subject Facility, Oswego County, N Y PLANT NAME: NINE MILE POINT UNITS 1 Bc 2 jcm 06/07/78 J It=WC.C FOR ACTION/INFORMATION
We  look forward to receiving a copy of Niagara Mohawk's responses to the balance of the questions relating to the Unit 2 geologic investigation.
.ENVIRO&#xc3;iENTAL ASSIGNED AD: CH CHIEF: PROJECT MANAGER: LIC.ASST: BRANCH CHIEF: uolte.is>UOCA U emR 5B-<<.4 B.HARLESS INTERNAL DISTRIBUTION SYSTEMS SITE SAFETY Q ENVIRON AVALYSIS DENTON C NJLLER T GOSS'ICK G STAFF EVGIVEERIVG T D TTO CT RS VVIRON TECH ERNST BALL~CTOR SAFETY ROSS iVOVAK ILL (2)ROSZTOCZY CHECK VO LWR YSIS PDR: TIC C BEG V (J.HAilCHETT) 16 CYS SENT CATEGOR.EX I ERNAL DISTRIBUTION CONTROL NUMBER 7-~.i'O;i-}}
Sincerely,
                                      ~/'j.Lkkl'HOMAS A. ILKINSON District Geologist
 
VRC FoRM 196 2-7$ )
U.S. NUCLEAR REQULATORV COMMISSION  OOCKET NUMSER 8V- 2dO FII E NUMSER
                                                                                                                .  /
NRC OISTRIBUTlON FOR'ART50 DOCK ET MATE RlAL 0       Mr. J. M. Toennies                       FROM:
of the Army                           OATS OF 0OCUM EN T Dept Niagara Mohawk Pwr Corp                  Buffalo, N.Y. 14207 Paul F. Gaume                               OATE RECEIVEO Syracuse, N.Y.
I ETTER                 C1NOTORIZEO.         PROP     ~             INPUT' 0 RM         NUMSER OF COPIES RECEIVEO C} OR IOINAI.        ~NCLASSIFIEO PCOPV                                                                                              /CC     ~
ESCRIPTION                                                                     Forwarding Dept of the Army's permit allowing Applicant to construct a submerged intake structure and a submerged discharge .
structure connected to shore by tunnel No 1, and a submerged intake structure connected to shore No 2 in Lake Ontario at: Subject Facility, Oswego County,   N Y PLANT NAME: NINE MILE POINT UNITS               1   Bc 2 jcm 06/07/78 J It=WC.C FOR ACTION/INFORMATION         . ENVIRO&#xc3;iENTAL ASSIGNED AD:
CH CHIEF:                                                 BRANCH    CHIEF:
PROJECT MANAGER:                                                                         uolte.is LIC. ASST:                                                                                     >UOCA U B. HARLESS INTERNAL DISTRIBUTION SYSTEMS             SITE SAFETY     Q emR      5B-    <<.4                                                                    ENVIRON AVALYSIS DENTON C NJLLER T
GOSS'ICK     G STAFF             EVGIVEERIVG                   T D   TTO VVIRON TECH CT RS ERNST BALL ~
CTOR SAFETY ROSS                                                           ILL (2) iVOVAK ROSZTOCZY                                                               YSIS CHECK                                                     VO LWR EX I ERNAL DISTRIBUTION                                        CONTROL NUMBER PDR:
TIC C
BEG V   (J. HAilCHETT) 7- ~ . i'O;i-16 CYS SENT CATEGOR.}}

Latest revision as of 00:07, 22 October 2019

Responds to 800215 & 0509 Requests for Review of Plant Geotechnical Investigations.Util Should Evaluate Safety Implications of Crack in Reactor Bldg North Wall
ML18037A261
Person / Time
Site: Nine Mile Point  Constellation icon.png
Issue date: 05/30/1980
From: Wilkinson T
ARMY, DEPT. OF, CORPS OF ENGINEERS
To: Mcmullen R
Office of Nuclear Reactor Regulation
References
NCBED-DF, NUDOCS 8006060384
Download: ML18037A261 (8)


Text

Rs."ULA >SR'+>I'>FURNATIo>> olsTRIOUTIo'I st's>l (Rios) 'QI/I ACCESSIOf'f NBH:8006 060384 OOC ~ DATE: 80/0 5/30 NOTARIZED: NO DOCKET F AC I 'ne IMi le Point I'fuclear Stat iong Unit ls Niagara Powe 05000220 0 410 Sf' ~ile Point Nuclear Stat ions Unit 2r f4iagara aloha 05000410 A TB ~ f~. >c, AUTHOR AFFTLI AT IOff r'ILK I>CSUN s T. A. ArfTtysOept,of s Cor os of F n91neers HF C I P ~ sf A ~}E REC 1P IF f4 I AFF IL I A I ION

~C'fULLENRH ~ Geosciences Branch SUslSECT: Responds to 800215 8 0509 reques ts for review of plant-geotechnical investigations'til should evaluate safety implications of crock in reactor bldg north wall, DIS fH IBUT ION CODE: 6021S COPIES RECEIVEf) :LTH E'fCI SIZE:

TITLE: Dual Review Hesponsibi lity (DOR 8 OPM)

~ fOTES:

HEC IP IENT CUP IES HEC IPIENT COPIES I0 COOF /i%A>~1E L T TR Ef'f IO CODE/i<AME '> TH EN ACTIuf'. 05 f'fn P.POW,~W~~~<1 06 BC Cg>3>ZmKy 5 A f) 8.6RX'maS LA O4B¹8>'CuR gy INTERNAL: ') G F IL 1 02 ffRC PI)R 1 18 I~E 2 13 TA/EDO 14 CORE PERF BR 1 15 Ei'lGR BR 1 16 REAC SFTY BR 1 17 EEB 1 1>3 PLANT SYS BH 1 19 EFLT THT SYS 1 20 BR IRKRAN 21 EPB OOR 1 22 OPERA LIC BR 1 23 GEOSCI BR 2 25 QAB 1 26 'lECH ENG BR 1 27 STRUC EluG BR 1 28 HATL ENG OR 1 29 HERC SYS BH 1 30 ANALYSIS BH 1 31 AUX SYS UR 1 l 32 CONTAIN SYS 1 "33 I ff C SYS OR 1 34 POlvER SYS BR 1

'35 ACCONT AfJLYS 1 1 36 HAO ASST BH 1 37 K IRK'>AfOOD 1 36 HYD FETOR BR 1 Af) FOR ENG 1 AD PLANT SYS l AO SITE ANLfS 1 AD SITE TECH 1 AO/CORE 8 Cf)IWT 1 DIHECTOR >ERR 1 OELD 1

.EXTERNAL: 03 LPOR 1 1 04 NSIC 39 ACRS 10 10

'JUX e 580 0

TOTAL IA>bblBEH UF COPIES HEQU [RED: LTTR ~ ENCL

0 DEPARTMENT OF THE ARMY BUFFALO DISTRICT, CORPS OF ENGINEERS 1776 NIAGARA STREET BUFFALO, NEW YORK 14207 NCBED-DF 30 Hay 1980 Hr. Richard McMullen Geology and Seismology Section Nuclear Regulatory Commission Washington, DC 20555

Dear Dick:

Reference your transmittal dated 15 february 1980, and our verbal conversation on 9 May 1980, requesting our review of geotechnical investigations performed at Niagara Mohawk's Nine Mile Point Nuclear Station, Units 1 and 2.

We have reviewed Niagara Mohawk's responses to several of the questions posed to them in your memorandum dated 11 May 1979. As discussed with you previously, at the present time we will only be providing comments regarding Niagara Mohawk's response to Question 361.22. Since many of the questions regarding the investigation performed at Unit 2 are interrelated, I would prefer to withhold commenting on any specific response until all questions have been addressed by Niagara Mohawk.

Regarding the response to Question 361.22, it appears that the Utility has altered its position on the postulated cause for the crack in the north wall of the Unit 1 Reactor Building. At the meeting held on 24 April 1977, Niagara

.Mohawk indicated that the crack was 'suspected to be caused by rock squeeze of excavation walls. In their response to Question 361.22, Niagara Mohawk now states that the cause of the crack has not been determined. The 3-foot wide slot between the rock and substructure walls would seem to preclude wall con-vergence from horizontal rock squeeze as a likely cause for cracking.

However, as stated in the response, small movements of the foundation rock supporting the adjoining Screenwell Building's west wall, could produce suf-ficient load to cause cracking in the Reactor Building wall. Expansion of concrete comprising the west wall of the Screenwell Building was mentioned as another possible cause..

It is my opinion that the Utility should be required to evaluate the signifi-cance of the crack in the Unit 1 Reactor Building wall with respect to the safe operation of the plant. Further, they should undertake studies, beyond the simple monitoring of physical changes of the crack, in order to determine if possible its exact cause. The need for possible remedial treatment at Qp>

8006060 ~ ~'(

NCBEO-DP Mr. Richard Mc Mullen Unit 1 and the need for design and construction modification at Unit 2 should be thoroughly addressed by the Utility.

We look forward to receiving a copy of Niagara Mohawk's responses to the balance of the questions relating to the Unit 2 geologic investigation.

Sincerely,

~/'j.Lkkl'HOMAS A. ILKINSON District Geologist

VRC FoRM 196 2-7$ )

U.S. NUCLEAR REQULATORV COMMISSION OOCKET NUMSER 8V- 2dO FII E NUMSER

. /

NRC OISTRIBUTlON FOR'ART50 DOCK ET MATE RlAL 0 Mr. J. M. Toennies FROM:

of the Army OATS OF 0OCUM EN T Dept Niagara Mohawk Pwr Corp Buffalo, N.Y. 14207 Paul F. Gaume OATE RECEIVEO Syracuse, N.Y.

I ETTER C1NOTORIZEO. PROP ~ INPUT' 0 RM NUMSER OF COPIES RECEIVEO C} OR IOINAI. ~NCLASSIFIEO PCOPV /CC ~

ESCRIPTION Forwarding Dept of the Army's permit allowing Applicant to construct a submerged intake structure and a submerged discharge .

structure connected to shore by tunnel No 1, and a submerged intake structure connected to shore No 2 in Lake Ontario at: Subject Facility, Oswego County, N Y PLANT NAME: NINE MILE POINT UNITS 1 Bc 2 jcm 06/07/78 J It=WC.C FOR ACTION/INFORMATION . ENVIROÃiENTAL ASSIGNED AD:

CH CHIEF: BRANCH CHIEF:

PROJECT MANAGER: uolte.is LIC. ASST: >UOCA U B. HARLESS INTERNAL DISTRIBUTION SYSTEMS SITE SAFETY Q emR 5B- <<.4 ENVIRON AVALYSIS DENTON C NJLLER T

GOSS'ICK G STAFF EVGIVEERIVG T D TTO VVIRON TECH CT RS ERNST BALL ~

CTOR SAFETY ROSS ILL (2) iVOVAK ROSZTOCZY YSIS CHECK VO LWR EX I ERNAL DISTRIBUTION CONTROL NUMBER PDR:

TIC C

BEG V (J. HAilCHETT) 7- ~ . i'O;i-16 CYS SENT CATEGOR.