ML22292A117
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~oneva 0 10 SCALE - MILES FIGURE 2 . 1 - 1 REGION WITHIN 80km OF SITE NY STATE AND ONTARI O PROVINCE CENSUS DISTRICTS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 13 AUGUST 1984
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' FIGURE: 2.1*2 SITE BOUNDARIES AND TRANSPORTATION ROUTES NINE MILE POINT NUCLEAR STATION* UNIT 2 SCRIBA, N.Y.
UPDATED SAFETY A NALYSIS REPORT USAR REVISION 23 OC TOBER 2018
J RICH L ANO
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l., PALER M O I I I I I I I I I I FIGURE 2. 1-3 TOWNS OF OSWEGO COUNTY WITHIN 16 km OF SITE ) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 UPDATED SAFETY ANALYSIS REPORT USAR REVISION 6 APRIL 1994
RIO 0 N 1 A 0.3KM (0.2 MIL E) NINE MIL E POINT* l [ NI NI!'. MILE POI NT* t STACK STACK 6K M (3. 8 MILES) LOW POPULATION ZONE BOU NDA RY 0 SCALE - MlL.ES 0 1 2 3 SCALE
- IOLOMCTEllS FIGURE 2.1-4 LOW POPULATION ZONE BOUNDARY NIA GA RA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 UPDATED SAFETY ANALYSIS REPORT USAR REVISION 6 APRIL 1994
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-!..... FIGURE 2.l *S ZONING MAP CITY OF OSWEGO. NEW YORK
**-** * -**_J NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 UPDATED SAFETY ANALYSIS REPORT USAR REVTSION 6 APRTI. 1994
LA KE ONTARIO NINE M ILE POINT NUCLEAR STATION IOKM c LEGEND:
- U.S. HIGHWAYS -er--- STATE AND COUNTY ROADS TOWN ROADS FIGURE 2.2-1 RAILROADS SIT E LOCAT ION TRANSPORTATION ROUTES WITHIN A 10-KM RADIUS OF UNIT2 0 I 2 3 4 SCALE-MILES 2 4 6 8 NIAGARA MOHAWK POWER CORPORATION 0
SCALE* KILOMETERS NINE MILE POINT -UN IT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS MARCH 1984
1soo .------,.---,----.-~..-----,----.---1r--1--r1---r--1 0 l____!l__J 1___ _ _10100-:----~1s~oo=------=2~000::---~2,~oo::-----;l~o~oo;;-----;1~500;;;;---~
, 00 . ooo;!;;;--~.~,~ooO--~,ooo 0
HOR IZONTAL DISTANCE FROM TOWER - FEET NOT[ . FIGURE 2 . 3 - 1 flGUllfS O(lfOT[ THC P[llCCNT OF TIM( THAT VISIBLE P\.UM[ EXT[NOS TO COHTOUR PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR N, NNE , Nt, ENE WINO DIRECTIONS - WI NTER NATURAL DRAF T COOLI NG TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POI NT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
1000 I
...J w ..J 0
z 3a:
"'m 0
600 x
"i4i x
0 0 L___JL__J soo
~~~-,o~oo ~~~-,5Loo~~~2~ 000
- -:--~~~25~00
-:-~--:,~ooo
.i.:-:-~~~,~500=-~~~4000:;:;;.~~-4~500:';;:;;-~~~s~ooo HORIZONTAL OISTANCE FROM TOWER - FEET NOTE : FIGUR E 2 . 3- 2 F IGURES DENOTE TllE PERCENT OF TIME TllAT VISIBLE P1..UME EXTENDS TD CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR E,ESE, SE,SSE WIND DIRECTIONS - WINTER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYS IS REPORT
I 1000 ..J ..J 0 z 0 Q'. 0 500 x "'"'x oL---lL---l~~~--'-~~~-'-~~~-'-~~~"'-~~~'--~~---'~~~-'-~~~_._~~~J 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURE 2.3-3 FIGURES OENOTE THE PEACElff OF TIME PREDICTED FREQUENCY OF PLUME THAT VISIBLE PLUME EXTENOS TO CONTOUR. OCCURRE NCE FOR S,SSW, SW, WSW WI NO DIRECTIONS-WINTER NATURAL DRAFT COOLI NG TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
t:; ...w I 1000
..J "'>w ..J 0
z 0 a:: ">w 0
<(
t- ~
- r "i:i:r zooo 0'---------'~~~-'-~~~-'-~~~-'-~~~"'-~~-----~~_.~~~-'-~~~-'-~~---'
0 1000 1000 z~oo 3000 3:)()() 4000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE : FIGURE 2 . 3 - 4 FIGURES DENOTE THE PERCENT Of TIME PREDICTED FREQUENCY OF PL UME THAT VISIBLE PLUME EXTENDS TO CONTOUR. OCCURRENCE' FOR W, WNW, NW, NNW WIND DIRECTIONS - WINTER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UN IT 2 FINAL SAFETY ANALYSIS REPORT
..,...J I 1000 ...J Cl z 0 cc 0 m x
~00
"'x zooo O'---------'~~~-'-~~~-'-~~~-'-~~~.L-~~~.__~~--'~~~--'-~~~-'-~~~~ 0 500 1000 1500 2500 !000 3500 4000 4500 5000 HORIZONTAL DISTANCE FROlol TOWER - F'EET NOTE: FIGURE 2. 3 - 5 FIGURES OENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTENDS TO CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR ALL WIND DIRECTIONS-WINTER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
1.0 w w 1000 w 0 z 0 a: 10.0 w 0
.... ~
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~~~-'-~~~_._~~~J 0'----'.._--'~~~_.~~~_._~~~~~~~~~~~.._~~---
0 IOOO 1!>00 2000 2!>00 ) 000 )60() 4000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTC FIGURE 2. 3 - 6 FIGUflES OCHOTE THC PERCENT or rn*E TH AT VISIBLE PLUV E EXTENDS TO CONTOUR PREDICTED FREQUENCY OF PLU ME OCCURRENCE FOR N, NNE, NE, ENE WIND DIRECTIONS-SPRING NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UN IT 2 FINAL SAFETY ANALYSI S REPORT
I 10001--~~----1.,,C-"""7-.;;;:-t~~~-;-~~~-r--f-~~i-~~ -J-~~~-l-~~~+-----,,.,.e;'--+-~~--i iil>
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z 0
- > 1.0 er 0.1 i:i x
1~90 2000 2~00 3000 3~ HORIZONTAL OISTANCE FROM TOWER - FEET NOTE" flGUAES OENOTE THE PERCENT Of TIME FIGURE 2. 3 - 7 THAT VISIBLE PLUME EXTENDS TO CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR E, ESE, SE, SSE WIND DIRECTIONS-SPRING NATURAL DRAFT COOLING TOWER N IAGl~RA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
1.0 5.0 I-I 1000
- o z
6
......a:: 1.0 0
c I-
...;;;x x
1500 2000 i500 3000 3500 HORIZONTAL OISTANCE FROM TOWER - FEET NOTE " FIGURE 2 . 3-8 f lGIJRES OO'<>TE THE P(ll((HT OF TIME PREDICTED rREQUENCY OF PLUME THAT VISIBLE PLUME EXTE.NDS TO CONTOUR OCCURRENCE FOR S, SSW,SW, WSW WIND DIRECTIONS - SPRING NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
O'--------'~~~-'-~~~~~~~._~~--'~~~-'-~~~__._~~~._~~--'~~~-' 0 500 1000 1500 2000 Z500 3000 3eQO 4000 4500 5000 HORIZONTAL DISTANCE FROM TOWER -FEET NOTE: FIGURE 2. 3 - 9 FIGURES DENOTE THE PERCENT W TIM[ THAT VI SIBLE PLUME EXTENDS TO CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR w , WNW, NW, NNW WIND DIRECT ION S - SPRING NAT URAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT- UNIT 2 FINA L S.AFETY ANAL YSIS REPORT
1000 ...J ...J 0 z 0 0 m "'::c
*~oo 2000 2~00 'ooo 3500 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE:
FIGURES OENOTE THE PERCENT Of TIME FIGURE 2 . 3 - 10 THAT VISIBLE PLUME EXTENDS TO CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR ALL WIND DIRECTIONS - SPRI NG NATURAL DRAFT COOLI NG TOWER NIAGARA MOHAWK POWER CORPORATI ON NINE MILE POINT-UN IT 2 FINAL SAFETY ANALYSIS REPORT
1.0 I 1000
..J
"'..J 0 z 0 a: 0.1-C> "'0> m
~00 x
C> "'x 1500 2000 2500 ' 000 3500 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE FIGURE Z . 3 - 11 nGuAES DENOTE THE PERCENT or TJMl
~HAT VISIBLE PLUME OlENDS TO CONT0:1A PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR N, NNE, NE, ENE WIND DIRECTIONS-SUMMER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
I 1000
..J "'..J 0
z 6m: 10.0 5.0 0 z: 500 0 4 0 l__J.___sloo~~~,Jooo~~~~,500~~~2000:-:1::-:--~---::2~500::-~--:,~ooo::::-~~~,500~~~~4000;!;;;~~~~500M""~--;~ HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURE 2. 3-12 FIGURES Of:NOTE THE l'f!ICENT OF TIME THAT VISIBLE P\.UllE EXTENDS TO CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR E, ESE,SE,SSE WIND DIRECTIONS - SUMMER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINt.:.. SAFETY ANALYSIS REPORT
...w ...w I 1000 ..J w w ..J 0 z 0 a: "'w 0 m I- 500 x ~ w x 500 1500 2000 2500 3000 3500 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE FIGURE 2 .3 -13 FIGURES DENOTE THE PEIKENT OF TI ME PREDICTED FREQUENCY OF PLUME THAT VI SIBLE PLUME UTENDS TO CONTOUR OCCURRENCE FOR S, SSW, SW, WSW WIND DIRECTIONS-SUMMER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
I 1000 ..J ..J 0 z 0 500 J; J: O '--------'~~~-'.-:--~~..J...~~~...L..~~~.L..,_~~~L-~~---1~~~-L~~~..J...~~__,J 0 500 1000 1500 2000 2500 ~000 uoo 4000 4500 5000 HORIZONTAL OISTANCE FROM TOWER - FEET NOTE FIGURE 2. 3 - 14 FIGUAES D£NOTE TH( P(llC(NT OF TlllE PREDICTED FREQUENCY OF PLUME THAT VISIBLE l'l.UllC EXTENDS TO CONTOOA OCCURRENCE FOR W, WNW, NW. NNW WIN D DIRECTIONS* SUMMER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
...>_,' 1000 0 z 0 er Cl 0 c(
~ 00
- r Cl
- r 0 '---------'~~~-'-~~~-'-~~~-'-~~~~~~~~~~-'-~~~-'-~~~~~~~
0 500 1000 1500 2000 2'00 3000 ),00 4000 4500 5000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURE 2 . 3 - 15 FIGURES DENOTE THE PERCENT OF TIME PREDICTED FREQUENCY OF PLUME THAT VISIBLE PLVllE EXTENDS TO CONTOUR OCC URRENCE FOR ALL WINO DIRECTIONS - SUMMER NATURAL DRAFT COOLING TOWER N IAGARA MOHAWK POWER CORPORATION NINE MILE POINT -U NIT 2 FI NAL SAFE TY ANALYSIS REPORT
1500 ~----.--,.----....-----,r-----.---.----,,----1---,--11--1 1.0 I 1000 0 z
~
0 a:
"'"'>0 5.0 1.0 CD ...:z: <(
500
..."':z:
HORIZON TAL DISTAN CE F ROlll TOWER - FEET NOTE' FIGURE 2 . 3-16 FIGURES DENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EiTENOS TO CONTOUR. PREDICTED FREQUENCY OF f'LUIAE OCCURRE NCE FOR N, NNE,NE, ENE WINO DIRECTIONS- FALL NAT RAL DRAF COOL I G W NIAGARA MOHAWK POWER CORPORATION NINE *MILE POINT-UN IT 2 FINAL SAFETY ANAL"YSIS REPORT
I 1000 0 z
- )
0 a: C> i; ID c
- I:
C>
- I:
OL--------'~~~---'-~~~...._~~~_,_~~~"'-~~-----~~-"~~~-'-~~~-'-~~---' 0 1000 1500 2000 2500 3000 3500 4000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURE 2 : 3 -17 FIGURES OENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTEltOS TO COltTOUfl. PREDICTED FREQUENCY OF P.LUME OCCURRENCE FOR ElESE, SE, SSE WIND DIRECTION-FA L NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UN IT 2 FINAL SAFETY ANALYSIS REPORT
I-w w 1000 a z a a: C> I. w 0 Cl) I-500 C> w NOTC: FIGURE 2. 3- 18 FIGORCS DENOTE THC PERCENT 0' TIME THAT lllSIBLE PLUM[ EXTENDS TO CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR S,SSW,SW, WSW WIND DIRECTION *FALL NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UN IT 2 FINAL SAFETY'ANALYSIS REPORT
I- ...w ...g I 1000
...J 0
z 0 Cl: 1.0
"'>w 0
ID c
- c 500
"'w
- c 0 500 0 L~-1...~~L--~~-,o~oo~~~- 15~00~~~2~000':-:--~~725~00:-:--~---:,~o~oo=--~-:,~500;::-~~4~000~~~~4~500;::;;-~~-;;;;5000 HORIZONTAL DISTANCE FROM TOWER -FEET
,--~~~~~~~~~~~~~~~---1 NOTE . FIGURE 2.3- 19 FIGURES DENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTENDS TO CONTOUR PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR W, WNW, NW, NNW WINO DIRECTIONS- FALL NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UN IT 2 F I NAL SAFETY ANALYSIS REPORT
I 1000 0 z
~
0
~
...m x
..."'x 0 0L.._JL__J'oo~~~-,o~oo~~~- , ,Loo~~~2Jooo
~~~- 2,~oo
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~~~~.~'°° :::-~~;:
HORIZONTAL DISTANCE FROlll TOWER - FEET
~on FIGURE 2 . 3-20 flGURES OENOTE THE PERCENT Of TIM[
THAT VISIBLE PLUM[ EXTENDS TO CONTOUR PRE DICTED FR EQUENCY OF PLUME OCCURRENCE FOR ALL WIND DiRECTIONS - FALL NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANAL:YSIS REPORT
1.0 I 1000
.J
...J 0 z
- > 5.0 0 1.0 0
ID
...x 500
"';;:;x 0 500 0 L~...l...~-L-~~-,0~00~~~~1s~oo -:--~--:2~000=-~~~25~00
=-~---:,~o=oo=-~---;,~
500:;-~----:4~000~~~~4~500;;;;--~~;;;::50,oo HOR IZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURE 2 . 3 - 21 FI GURES DE!;OTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTENDS TO CONTOUll. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR N,NNE, NE, ENE WIND DIRECTIONS - 3 YEARS NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UN IT 2 FINAL SAFETY ANALYSIS REPORT
....w ...w I w
.... 1000 0
- or:
~
CIC "w 0 ID c x 500
~
w OOL__J..___J.~~~_.J..~~~....L~~~..L..~~~l-~~__JL.._~~---L~~~~. -OOOL:-~~-4~~'°7""~~~
~00 1000 1500 zooo 2500 3000 l~ ~
HORIZONTAL DISTANCE FROM TOWER - FEET NOTE FICUACS DENOTE THE PERCENT OF TIM£ FIGURE 2. 3 - 22 THAT VISIBLE PLUME CXT[NOS TO CONTOUR PREDICTED FRE QUENCY OF PLUME OCCURRENCE FOR E, ESE, SE, SSE WIND DIRECTION 3 YEARS NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT- UN IT 2 FINAL SAFETY ANALYSIS REPORT
I 1000 0 z 0 a:
..," 1.0 0
a> c
~00 "w
- r.
Q L-------'~~~-'-~~~-'-~~~-'-~~~..._~~~'--~~--'~~~-'-~~~-'-~~~- 0 &00 1000 1100 2000 2SOO SOOO 3SOO 4000 40.00 6000 HORIZONTAL DISTANCE FROM TOWER - FEET HOT[ FIGURE 2. 3 - 23 rlGUAES DENOTE Tit£ PERCENT OF Tiii[ PREDICTED FREQUENCY OF PLUME TltAl VISIBLE PLUME EXTENDS TO COHTOUll. OCCURRENCE FOR S, SSW, SW, WSW WINO DIRECTIONS* 3 YEARS NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
_, I 1000 0 z 0 II: C> 0
...:c 500 w
- c 0 L__JL.___J 0 500 L-~~-,o~oo~~~-15Loo~~---:2~000:-:-~~72&~00:-:-~---:,~ooo==-~--:,~500::-~~7.4000::;:~~~4~5~00=-~---;5~000 HORIZONTAL OISTANCE FROM TOWER - FEET
....-~~~~~..,...-~~~~~~___,
NOTE: FIGURE 2. 3 - 24 flGURES DENOTE THE PERCEl<T OF Tiil[ THAT VISIBLE PLUME EXTENDS TO CONTOUR. PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR W, WNW, NW, NNW WIND DIRECTIONS-3 YEARS NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFE TY ANALYSIS REPORT .
j _, I 1000 0 z:> 0 a: 0 m ...cx 500 ....:r"' 1000 1500 2000 2>00 lOOO l500 4000 5000 HORIZONTAL DISTANCE FROM TOWER - FEET NOT[' FIGURE 2 . 3 - 25 FIGURES DCNOTC THE PERCENT OF TIWC THAT VISIBLE PLUM£ EXTENDS TD CONTOUR PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR ALL WIND DIRECTIONS 3 YEARS NATURAL DRAFT COOLING TO WER NIAGARA MOHAWK POWER j:ORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
.I *
- LAKE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UN IT 2 FINAL SAFETY ANALYS I S REPORT
- '-"l l..._.,,.,.,. ZOO 100
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LAKE ONTAR I O u AVERAGE ANltUAL WATER DEPOSITION
!LB/ACRE/YR) ltlAGARA MOHAWK POWER CORPORATION NINE MILE POINT*UNIT 2 FINAL SAFETY ANALYSIS REPORT
ONTARIO u
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u I M FIGURE 2. 3-28 AVERAGE MONTHLY SALT DEPOSITION-JANUARY
!LB/ACRE/MO)
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPOR T
L~. ONTARIO
.05
*01
/ .. u FIGURE 2 .3
- 29 AVERAGE MONTHLY SALT DEPOSITION-FEBRUARY (LB/ACRE/ MO)
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FI NAL SAFETY ANALYSIS REPORT
.. .01 I
LAKE ON TAR IO u AVERAGE MONTHLY SALT DEPOSITION- MARCH ILB/ACRE/MOJ NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT*UNIT 2
> FINAL SAFETY ANALY'S IS REPORT
w
. ONTARIO NIAGARA MOHAWK POWER CORPORATION NINE MILE POIN T-UNIT 2 FINAL SAFETY ANALYSIS REPORT
ONTARI O u
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- 32 AVERAGE SALT DEP~ONTHLY (LB/AC SITION* MAY RE/MO)
NIAGAR NINE A "'OHAWK POWER FINAL ~li!EE POINT-uJf~~RATION TY ANALYSI S REPORT
L<\ - u ... u.nmr* ,.,. "
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.001 tM ONTARIO u *
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FIGURE 2. 3-34 AVERAGE MONTHLY SALT DEPOSITION-JULY (LB/ACRE/MOl NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
LAKE ONTARIO
LAKE ONTARIO .001 NIAG.O,R.O. MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
ONTARIO
.001
~~~~~~~~~~~~~F~IG~U~R~El2r.~32-~3!7 1~~~1L~~!!
......,,,,-,_ AVERAGE MONTHLY SALT DEPOSITION- OCTOBER I LB/ACRE/MO) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FI NAL SAFETY ANALYSIS REPORT
- M
- O NTARI O r1l~~~~~~~~~~~~~~~~~~F~IG~U~RE!,.!:2~.~3~-3~8~~~~~~--j AVERAGE MONTHLY SALT DEPOSITION- NOVEMBER I LB/ACRE/MO)
NIAGARA MOHAWK POWER CORPOFIATION NINE MIL E POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
** .05
.05 ., ,,.01
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L' AK E ONTARIO FIGURE 2 . 3*39 AVERAGE MONTHLY SALT DEPOSITION- DECEMBER ( LBIACRE/MOl NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT*UNIT 2 FI NAL SAFETY ANALYSIS REPORT
LAKE ONTARIO 0 1 2 Kilo meter s l 2 Milee FIGURE 2.3-40 LOCATION OF PRIMARY AND BACK-UP METEOROLOGICAL TOWERS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
LAKE ONT ARIO NINE MILE POINT UNIT 2 BACK-UP TOWER
.**/i:'** ~Efk~AR POWEJ:J.L--'t--7 NORTH ROAD N
1-----i~INLAND TOWER 0 1 2 3 4 5 Miles 0 l 2 3 4 5 6 Kilometers FIGURE 2.3-40A LOCATION OF PRIMARY, INLAND AND BACK-UP METEOROLOGICAL TOWERS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
-+-
S ITE VICINITY MAP ISOWJWO PrPaJJ1U.. 8111PPDIG PAT8 ft&lll70&T&Tl0Jlf &OO'tZI WJ'f80f I llli.U OP 11111fC JOI.It HIST SVCl.&A.& n.a.no* mrrr ao.1
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----*~-
FIGURE 2.3-11 SITE VICINITY MAP NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAi. SAFCTY ANALYSIS REPORT AMENOMENT3 JUNE 1983
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ONTARIO ___;I I GENERAL AREA TOPOGRAPHY TO 50 MILES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALVSIS REPORT JUNE 1983
0 5 10 IS 20 25 30 35 40 45 50 1 3otfze,r/ USA CANACA 260' LAl<E EL 4r;; l!:lJ' 271 LAK< ~I 2:A.CI zso' 250 348'.4; I 15' NORTH ECTOR 5;/J' 4&} 4001 soo' 500 zoo LAl<E EL246 1 z5d 291' 11'.1S - 33'.4 S NNE SECTOR 1:00'
'tCIX>'
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------ -=-----
IZCIJ' 1000'
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500' I~ 260' 33'.4!> - SG. IS NE SECT PR 1...v 1900
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I 1070 I
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~ FIGURE 2.3*43
""'I
. 347 5G".1s .. 78 45* ENE SECTOR MAXIMUM TOPOGRAPHIC ELEVATIONS (NORTHEAST OUAORANT) 0 5 10 15 20 25 :io 40 45 50 STATUTE MILES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT3 JUNE 1983
v-0 5 10 15 20 ZS ;3() 35 40 45 {50 1ZIOO 1 1500 /ltoo' 18001 1700 l'lfX!' ~ 1 1200 5'0 260'
- *-' _,/
75:45. 101: 15' EAST SECTOR 120Q I 900 1 iooo' 1000 1 700 485 1 so/ 693 v lW' 1or 1s'-123.4 ;" t.SE SE1 IVR I 1212 1000'
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1 1602. 1
,/
1000 soo' 5<13' 1 4U' soo' 500 433 FIGURE 2.3*44 z"r! 146'.15' - 168'.45' SSE SEClOR MAXIMUM TOPOGRAPHIC ELEVATIONS 0 5 15 20 25 30 .35 45 (SOUTHEAST QUADRANn 10 40 50 STATUTE MILES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FNAL SAFETY ANALVSIS REPORT AMENOMENT3 JUNE 1983
0 5 10 15 20 25 30 36 40 45 '!IJ I 162d 1476 1009 1 !063' ~ ().?I;)' 510 1 407 I !BJ' 506' ~G06 2.W--- 16645- 191°. 15' SOUTH SECTOR 562' ma' 1 1 1 540 2.C__.
..w' 514° 450 568 472 1
413 I 191'.IS' - 21 .45' $W SECTOR 006' 1 soc' .,,,.J ~' 430 1 391 296 1 595 soc' 2£1J' 282' 213: 45'-23~ 15' SW CTOR .
,.......,. 1 65 1 395 1 405' soo' FIGURE 2.3*45 260' Z'!IJ' 2so' 2so' 2'!/J' 2!1J' MAXIMUM TOPOGRAPHIC ELEVATIONS 236:1s*- 2ss*.45* wsw SEC'IOR (SOUTHWEST QUADRANT) 0 5 10 15 20 25 30 35 40 45 '!IJ STATUTE MILES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FlNAL SAFETY ANALYSIS REPORT AMENDM ENT3 JUNE 19B3
0 5 10 15 20 25 30 35 40 45 50 USA CANADA 1 200' LAKE ONTARIO f*FPROX M AN LAKE ELZ.46 ) 258'. 45 - 2 1.15 WEST SECTO~ USA CANA JA zoo1 LAKE El z4r,' z!ld 308 289 291'. 15'- "" *.45 WM SECTOR 465 1 USA CANADA 1 1 284 1 4"' 260 LAKE B.246 250 303'.45'- 3 llW SECTOR Eo: "' FIGURE 2.3..6 USA CANA A
-;s;,d ' "KE EL 2.46' zsd 30j MAXIMUM TOPOGRAPHIC ELEVATIONS (NORTHWEST QUADRANT) 2126'."'- 348'.45' NNW SECTOR 0 5 10 15 20 25 30 35 40 45 50 NIAGARA MOHAWK POWER CORPORATION STATUTE MILES NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT3 JUNE 1983
I §
..j J ~.. o.-1e.<J01lt(.o;IJQ
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t
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~M.11'11141tf'Ol.~ILll'OlltO
&.OMM IOllUt CW OU lO ..,,_
LWtitQ w.at~~f.a~
'Qld'1111UCTOlll~"""'
CUlJOlillOUlD ... f~.MA,;IW P tsFSJ STllllloGE llUll.DlHC c lllllOCl'S
~
t UMO~A7£.).fi1Ut.Hit0 Htw >O>IM 81~15 CCMl)JIAT( S>flf"
- a ~W-'Jl~suqfM:C(L£~1iJD4
> _. ---PMTCAAW~;JJ.fH DUf!lliCNP TOP Of llCIOUt~)
eournEAST lfUW tOJJOFIWW ti.~n3
- if:U!!._:.KGT----------
FIGURE 2 *H NtACiAnA I-It'll IAWK ro,11:::n c l R? Ollo"l 1 10!11 NINE MILi: POINT-Ul'>ll 1 2 UPDATED SAFETr ANALYSS RFPor.- USAA REVlSlOH 21 OCTOBER 21!11'4
FIGURE 2.4-2 DRAINAGE BASIN AND WATERSHED NIAGARA MOHAW
**"~
.~
FIGURE 2.4-3 ICE RIDGES IN THE VICINITY OF THE SITE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
1003 989--- 996 50(27)
..... _..,,,"',/
66.7(36) .,,.,..,,,.
//
50(27)"" 0 350
- SCALE-KM 0, , , , , , 240
----ISOTACHSARE IN KMIHR (KNOTS)
SCALE-MILES
----ISOBARS ARE IN MILLIBARS NOTES:
- 1) THE OVERLAND WIND SPEEDS WERE MULTILIED BY THE APPROPRIATE RATIO IN TABLE 2-2 OF REF. 7 TO OBTAIN THE OVERWATER WIND SPEEDS USED IN THE SURGE MODEL FIGURE 2.4-4
- 2) THE STORM CENTER WAS MOVED ALONG THE PATH SHOWN ON RELATIONSHIP OF OVERLOAD FIGURE 2-7 OF REF. 7. ISOTACHS~50 km/hr (27 KNOTS) TO ISOBARS FOR PROBABLE MAXIMUM WINDSTORM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
0 350 I t I
!scALE*KM 0 I 240
- I f
'SCALE-MILES
'KEY **** ~ - * * - TRACK OF DESIGN STORM MOVING AT 84.4 KM/HR (40 MPH) 1
._~F~IG~U~R~E~2~
.4~-5;....____________________ j 1
I x ,LOCATION OF STORM CENTER AT DESIGN PATH OF I 1 ------------------'1
,CORRESPONDING TIME PROBABLE MAXIMUM WINDSTORM
- 13 . HOUR OF STORM (0 HOUR WAS SELECTED WHEN STORM WAS LOCATED SO AS TO NIAGARA MOHAWK POWER CORPORATION 1
i HAVE LIMITED INFLUENCE ON NINE MILE POINT -UNIT 2
'LAKE ONTAR!Ol FINAL SAFETY ANAL'vSIS REPORT
_}
0 10 20 30, 401 so,so I I ~ -, ,* I I S ALE*KM
- 10. 21> ;30. ,40 A -, ¥- A SCALE-MILES N
S3
\
ZONE2 q'3
\
~2 \ P3 ZONE3
\ P2 D'2
..* s1 \ l ZONE1 9l1 t!.OTE: .
METEOROLOGICAL PARAMETERS WERE MEASURED EACH HOUR AS THE STORM CENTER MOVED ALONG THE DESIGN PATH ON FIGURE 2-7 ol REF- 7. -- - WIND SPEED AND DIRECTION WERE MEASURED AS THE AVERAGE FIGURE 2.4-~ OF EACH ZONE AND THE PRESSURE GRADIENT WAS MEASURED BETWEEN ZONE BOUNDARIES. ZONES FOR METEOROLOGICAL KEY PARAME:fERS ON LAKE ONTARIO P-PRESSURE S-WIND SPEED NIAGARA MOHAWK POWER CORPORATION D*WIND DIRECTION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS
. , REPORT I
.~r : 001
- I 1160 a::
r'- I ~
~140 I~
c:l, 80 - . ci
*W WJ ~ ., jw .
,_'!<> ~
Ill I .-6~ I/) Q* z 80 jc
' 'L ia:: ! I~
*~ L6o .~
*a::
W* I-
< r4o ti!!
~ I : 20 1<
.~
a:: l2o I~ WI 0 o\ 01 2 4 6 6 10 12 14 16 18 ' 20 22 24 26 28 30 ,-32 3301
- aw - 280 ~
a:: 0 w c z ,_23~ 0 tiw 180 a::
~ ~1~1.L *2 18. -22
*o 4 8 8 10 12 4 18 20 24 28 28 ' 30 ~ I 32
-~--
TIME, HOURS NOTES :
- 1) VALUES ARE FOR ZONE 3 ON FIGURE 2-8 OF REFERENCEl l .ANO FIGURE .'2.4-7 ARE LISTED FOR EACH HOUR IN TABLE:-2-3 OF REFERENCE t7 .,
PREDICTED WIND SPEED AND DIRECTION
- 2) THE OVERWATER/OVERLAND WIND SPEED RATIOS FOR EASTERN END OF LAKE ONTARIO
.(TABLE 2*2) OF REF. 7 HAVE BEEN APPLIED TO THE.OVERLAND DURING PROBABLE MAXIMUM WINDSTORM WIND SPEEDS SHOWN ON FIGURE 2*6 OF REF. 7.
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
~ - - - --- - - --
11~11U.!llt (!)-----a1Ulot FIGURE 2. 4 - BA-UNIT I UNIT 2 LOCATION OF THE MAIN STACK AND THE NEARBY LAKE BATHYMETRY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 UPDATED SAFETY ~NALYSIS REPORT USA~EVISION
.~
0 APRIL 1"':189
STACK BASE] SITE GRADE 270 ' ( 0.260) (263,260) 260 ~------o 254 250 (264,246) (388,240) 240 BLUFF ' 230 ~............"";;::;7;......................,:(~11:00:*~23~0~):;;:-- M = 71.2 ........i (1 525,220) 220 M =20.7 M " 42.5
..._ ./"'" EXTRAPOLATED 210 ~ .....(,_ (1925.204)
M~ 5 "'.'M.., 200 0 500 1000 1500 2000 FIGURE 2 . 4- 88 TRANSECT PROFILE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT ~UN IT 2 UPDATED SAFETY ANALYSIS REPORT USAR REVISION 0 APRIL 1989
+
14 ADAMS K JEFFERSON COUNTY LAKE ONTARIO 8 Sf TE +ORWELL f'ULASK I MEXICO 3 OSWEGO COUNTY 5 FULTON ENTRAL SQUARE FAI ~HAVE 13 I 15 RED CREEK woLcon I 12
+
CATO. I WAYNE COUNTY I I
']
L, ::>z... I I
\ \ 0 0
.____-----} I I I -z CAYUGA ~ ONONDAGA COUNTY < I I a COUNTY \ UJ SENECA I COUNTY 0 1
\
LEGEND : FI GURE 2.4*9 SURFACE WATER ' NOTE: GROUND WATER DATA DESCRIBED PUBLIC WATER SUPPL IES IN*TABLE 2.4-9 IN VICIN ITY OF SITE SPRI NG STATUTE MILES NIAGARA MOHAWK POWER CORPORATION 5 0 5 10 NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYS IS REPORT
LAKE I l<()Tt' WELL OATA DESCRIBED IH TA8lt PRIVATt WAlCR W(LlS HEAR SITE SOU ACE: " . . . . :M HIAGARA MOMAW)( l'OWfR COllll'OflATIOlf NINE MILE POINT - UNIT 2
'IMAL. IA,lTY ANALYlll l'll"°*'T AMENDMENTS JANUARY 1984
SSW NNE
.,.l I
-~
.-r 1
t * "' Ith
...~,_.."'
* ::...":..:Z"-*U*(*TI
- tl.."-'tll.a ~
...... _. .., *1tt:* ~=~
- f Ct NC~ll(O &COLotlC CRO$S StCTION HtAOAllA MOHA\10 f "°Wt~ COftfl>OltATIOH NINE MILE POI NT
- UNIT 2
WEST = Pl-2 Pl-4 (,,.0*.11'.CTIOl Pl- 3 OSWl:IO IANDSTON£ I
-------1------* Pl-I
-------1---1------- I TfllANIJTtON ZDNI too 1 9
uNrr ..,.. I
- - - - -- - - - - - I uw1r-.*
b HORTH TUHH£L ROOF -l--9lit' EAST TUNNEL ROOF f:AST TUNNEL llLOD" Pl.DOI' Of' SHAFT Cl!l.. IM>') 110 GRAVEL PACK TO !L. 119' wrc11101C auur FOltttATM>M UNIT .... IO 0 IO to .0 40 FRT FIGURE 2.4-12 CROSS SECTION SHOWING LOCATION OF PIEZOMETERS IN THE VICINITY OF THE INTAKE SHAFT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
-wt:sr
"° ~ oewno 1 a C:STOMI
- ---------- -- -- ------ ----~-- ,--
-... ~; :~ ~l~:l~l l~ltl l l l ~ ~:~1~ }; ;~1~ :*.:1;i ;~! ! i1~1:1 1 f
~ UMIT"I* II z "" ~ ---- 2 !C> ~ r~ *
~
WllT-C" 1/17/.0 ~ - .,.,.,. l40
-~
.,~
10/lf..... ltO ....
----- c:ien-.. rim ( f.1..1 IM )
-~---
to "" UMT ..... 0 fO 10 ao 40 PUT EXPLANATION: FIGURE 2.4*13
.1.. )/1?/80 PHREATIC SURFACE AT OAT£ SHOWH Pill I Oft TO Dl!'Ct*MSl!R 1981 SLAST DRAWDOWN PROGRESSION
$H4TTl!'llt!O ltOCK l !:'T IN Pl4C!:
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
A I LDING CONDENSATE STORAGE r - - -
----4--TANK BUILDING+--...
HEAT I A' BAY I NORTH AUX BllY I I I
!I TURBIN REAhOR BUILDI G ~---~- +--------
BUILDING I I II ELECTRICAL I NORMAL SOUTH AUX SAY I SWITCHGEA I BUILDING 0 100 200 SCALE-FEET FIGURE 2.4-14 GROUNDWATER CONTOURS AROUND REACTOR BUILDING USED FOR DESIGN NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
CONDENSATE STORAGE BUILDING 1 11
- f- 1 -0 247.50' 240 - * . . .. . ** *..** "-*" ELECT" " ICl
.. * * . : 4 .. * ' '* CABLE 230 '_ ..' * ** PROJECTED ELEVATION OF 55 1 'CAPRDCK' . : :. : TUNNE L VERMICULITE t; 220
- THIN SANDSTONE BEDS, SILTSTONE ANO ~ -i'-o"
-J---~*:*
"" SOME SHALE ~ 210 1 - - - - - - - - l " L !:! 200 .., VERM ICULITE ~ w 190 - GROUNDWATER TABLE ....: i.- REACTOR j 1 ... 0 11 cl 160 - ..
~EL.175' 170 } VERM. CONCRETE ,
160 . EL. 163.6 150 - FIGURE 2. 4-15 GROUNDWATER PROFILE UNDER THE CONDENSATE STORAGE TANK BUILDING N IAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
MASTINOS
\
\
\
80 KM
\ 0 MtlKOIAY J
\
-,~**"""*_ _ ,_,,...,..
....., _** - I
_---JI I '!:,.... * l.U'~ - - - ---...:*--~.-...l~=-=::~ ~~~~ ' h L- - - - - ..._ _ _.,
'Ul lfo'!lh ,
~-:;.: .
NOTE FIGURE 2.4~16 NUMBERS REFER TO TllBLts 2.4 *1I AND 2.4*12.
*SITE WATER SUPPLIES AND INDUSTRIAL USERS 0 10 20
. SCALE- MILES ON LAKE ONTARIO WITHIN 80- KM REGION
? 2p *p SCAL E*KILOMtT!RS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT~UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT3 JUNE 1983
N NMPP/ FlTZ NMPE flTZ LOCATION MAP l Q JAM ES A. FITZPATRICK POWER PLANT NINE MILE POINT UNIT 2 U:GEHD:
- INTAKE 0 DISCHARGE 0 0.8 1.6 (1 ml)
T DIFFUSER KILOMETERS NMPW: NINE MILE POINT WEST NMPP: NINE MILE POINT PLANT HMPP/ FITZ: NINE MILE POINT PLANT/ J.A. FITZPATRICK FITZ: J.A. FITZPATRICK NMPE: HINE MILE POINT EAST FIGURE 2.4-17 DISCHARGE ZONE AT NINE MILE POINT UNIT 1 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT3 JUNE 1983
100
'\
90 80
- c:
~ A. 70 ~ c ~* w
\
w D. 60 VI c ~ !'I.. z 50 3: ' 40 -..... 30 1 2 3 4 5 6 7 8 9 10 11 12 WIND DUR.ATION (HRS) FIGURE 2.4-18 WIND SPEED AND DURATION FOR GENERATING A 10.5 FT WAVE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
CANADA UNITED STATES VERMONT NEW HAMPSHIR E NEW YORK LONDON SCliEHECTADY BUFFALO
<1J>
ALDANY 25 0 25 so SCALE IH H I LES PENNSYLVANIA fl.fGIONAL LOCATION ~AP NtAOARA MOHAWX POWE R CORPORATION 80' 78 ' 74* NINE MILE POINT - UN IT 2 r lHAl IArlT'f ANALYltl RlPO" f
85" 77* Cf\HAOIAH SHIElO 44* I ----,- - 1 I I I CENTRAL LOWl.AHD I I I
/~,
}I__
I I
..,, ~ .JI r"' '
I) 37* -~ I I' I I I I I I o.__,_ql:::o=::2~q.0_3_qi::o=::::::l410 MI LES SCALE F IGU RE ' 2.5-2 REG IONAL P~IYS I OGRAPHIC MAP NIAGARA MOHAWK POWER CORPORATION SOURCE: NINE MILE POINT - UNIT 2 Reference 1 FINAL SAF'ETY ANALYSIS REPORT
()tPlAfilATION: CRETAtEOUS, 1£k11ARV. AND 11~3,~::::*;;::l Q_U ATERNfl.l\'t'
~ TMIASSI~ ANO JURASS IC ~ flEIVH AH ~ fE NKSYLVAMt/IM ~
lllBll ~ ISSISSIPPIAN
~OEVON I Afrt OJ)) SILU~IAH CJ CM(IUAH AND 0111'.>0V ICl!'N ~ U!iDIFFEROfTIATEO METAMORPHIC = ft()(~S t;~-f_~~g.j PllECAK81\IAH GEOLOGIC PROVINCES QF THE SITE REGION
........... A' l l~f, or CROSS S!:CTIOH
* (~ITll \l!'LLS) fO RMT IOH CONTACT :::.
SUll*PROVINtE BOUHOAR.Y OF
- 0 0
- "';~*:-* .::~. i1~~.tr*.~:*f~*~
- M~lk!:!.!~#~tt~~~~~~.lh~::t~~~4J.~~;::,,.:.-.~"'
I QO Jen f.ENEltAL IZEO R!C IO*At GtOLOCY MP IOA.GARA MOtui"t~ POWER COt'Jl()ltATrO"
&OU.AC£: NINE MILE POINT* UNIT 2 ne,.reraete a, 22 1, 222, 2u FIMA\. IAf(TY AN.ALY-Sf$ RCf'IOAf
J
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- LAI<£ Dh
~
0 LAKE OHTAk I 0 OH.EIOA s, 0 01"' Oo 01"' *1000 Ot Dt
**Og SOHYfA Dbr CRl NVlllE 8ASEKENT
~
w t:'. -2000 GENESEE
~
DEVONIAH Dh HNU LTON {l9S-3itS al I . years ) Do ONONDAGA ' ORISKAMY 0 10 io )0 iw Dhg HELDEP.8ERQ HORll OHTAl SCALE IH KILES J
-3000 VERTICAL tXACGERATIOH Sl )(
s, s,
$.A.LI HA SILURIAN NOTES :
LOCKPORT -~000 ( ~lS
- l9S *II . years}
Sci CllHTOff I. IHOIYI DUAt. FORMTIOftS WITll l N A ROCK UN IT AR£ UNDI FFERENTIATED, UNLESS OTHERWISE SHOWN . Oq QUEEHSTDH 2. LOCATION Of CROSS SECTION SHOWN OH CENEl\ALIZEO ~CIONAL GEOLOGIC MAP . Do os-~co -SOOD LOR,MI HE 01\00VI CIAN (SOO-~lS mi l . "") o, Tl\EHTON Dbr &LAC~ AIY(~ Dbk 8 EEKllA.'IT0\11< *~ 6000
,.., THERESA CAM811.1AH (600-soo . , 1 * .,.* * ,,, '* POTS OM C!NEll.ALIZEO REGIONAL NW*S£ GEOLOGI C PUtAKBRIAH PE GRENVI LLE BASEMENT CROSS*SECTION 8*8 !
Hl.AOA!ltA WOHAWIC JIOWflt COllU1*CNtATIOH SOURCE: NINE MILE POINT - UNIT 2 Refe.-o.nc* 11, 223, 22.5 "HAL SA,nY AHALVIII fltlf'OftT
*** PERIOD MAJOR GROUPS ANO FORMATIONS I
0 OUAT!A ...AAY 0 N T ERTIARY 0 z w I' 0 0 CA£TAC£0US H I A ru s 0 N JURASSIC TRIASSIC 0 STRATIGAAPHtC COL UMN NEAR THE w NINE MILE POINT SITE,
- i;: SHOWING A!l.ATION8HIP TO SECTION PERMIAN EXPlOAEO ON SITE PENNSYL'YAHIAH ,OTT1Vl\,LI I ANOITOHI I WELL 4209 Mt651861'PPIAN
~ 346 mll.)'*
- r
- POCO NO I k N APP $ff Al.C SOllTM r*
LOCA l( CJ 12: 1Ul($ 114( S ill fLIY , .., l COl'f£W o\Nf 0 StlAllt I V~ltT'fll I ICC> SC001(1111 CONNE AUT $ HAL £ f - - - I I I
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..._ SOS mU.yoart I I
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0 OAlf ll. \.UI I HALC I IVlll4C UIC. OO LO S TOM~ I ** 0 N IALI HA I Vlll:MOH I MA t.t I ~*,.c<* ("" Ol.11114) 0 I w 1.0CK~OltT 001.0STOHC I Lll'OCtH!ST!N $MAl.E I
...J SILURIAN I < I UllOHOfOUOI T I MAl.l I 0.
C L INT01'4 I Wll. LO'WVAll I MAt.t AAUOUOIT t A1'4 0STOHl I OOUI IHALI. I ' I WA l llt'OTO N l.I NEITONI I llCOO*K tAHOITONE YIOI NA I tlt lN S I Y IAHOITOiil
'lllHI fH. POOI. S ANOITl>>tl
~.,. 11111 ,y**r-* - I OU!fN S TOH S ANOITOH.l OIWEtO SAMOITOH t t.O fUI A I Nl I PULA9WI S tfAt. E WHITITONt GUL F SHAl.!
ORDOVICIAN Tlt EHTOH : UTI CA 9 tt ALt I t.A C* ftl'l[lt l l lKtfAHTOWN TRl81!S Hi l t. t.l ,.E1 TOH I L.- 600 mll.yea ra - I L ITT&, £ , ......... 0 0 1.0 STO.MI OAMllAIAH I THCRl9A OOL O.lJTOHC I POT AJil IA MOITOH! eoo mU.)'** r * - HIATUS PRECAMBRIAN GllEH VILLE BASENEN T
- FIGURE 2.5-7 REGIONAL AND SITE STRATIGRAPHIC COLUMN (NEW YORK STATE}
NIAGARA MOHAWK POWER CORPORATION I NINE MILE POINT-UNIT 2 I FINAL SAFETY ANALYSIS REPORT AMENDMENT6 DECEMBER 1983
$ l.MPLE 80UOUEA GRAVITY MAP OF NEW VOAK ill.AGAlllt llOt!AWIC l'O.WCll (;OllfoOllAltoll NINE MILE POINT - UNIT 2 rllU1L. urt l"f A#a.i.TS l.S *<<Niil
--!"'"'-- 1?
"'lo>""" .. _ "_ ....,. .. _ .. .,._ r
-*-**-11fmu.
*= . . . :.* --- , *r *n..
SOtlltU: AEROMAONETIC MAP OF H'E.W YORK ,..,.,~.. s2. to, 12. se. 10. 121, 221
*IM,&*°' "'1ff&*k l'OWCR OIMl'QllAllOlll NINE MILE POINT - UNIT 2
,1)1,t,L. IAr-cn Alfl*LYSIS llf:J'O<<T
i '\." y-*~~~{~ "°"'"'!
~
U"::r:-.- - = I
""lllllllll,t>Ull R-Qllf.lfClt
=~
SOURCE: MILE POINT - UNIT 2 R*hti*nc* J '1HAl, $A,-(Tf AHAL.\'919. fl(f'OllT
x O.,p 0 0
....~ ......
u m
..... 0 0
a -' N u V> 0 o~ 0 0 0 ocd>
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....t:::l
""u V> ~
- c "'u u 0
""0 ""u ""u 0tsc9 "- 0
~ .... V>
\
z
~
,_ x <I:
0 x
~
~
< 0
")1:
x 0_9, .... CP FIGURE 1 2.5-11 ALKALIC IGNEOUS ROCKS OF WESTERN APPALACHIANS NIAGARA MOHAWK POWER CORPORATION SOURCE: NINE MILE POINT - UNIT 2 Reference 17 FINAL SAFETY ANALYSIS REPORT
11:t10!llC PfloYltlC( ICK!llMU
$t.*~'il~ IOUoiWV (l(-.oll1c Wl!t.Wn Ml!CA&.t.-1
'!06\f l (~ l'W'l\il fllOf h!lJfll ...
0 "' 0
" 0 0 \ ** ~.J c
IV AAO V 11 AHO 111 0 c .....*'*' (
*__boo_,._ .. ..
*AO,,,llA MOHi\iWA f'OWt llt ~AAUOH SOURCE:
Rtt*r*nc:ff 21, 2:21*2st NINE MILE POINT - UNIT 2 AMAL &Mt!TY ._ltLl'Slf MV'Of!T
l STRUCTIJRE OF PRECAM8R CONTOUR MAP IAH B-'6EM£NT, Hy SOURCE: R~5t, so. f!, 70, 1~ 22.5, 23*
E W LAI<£ ON TARIO y 0 R K I f""'l KtY t U.3.GA 15* OUAORAWC.l.E lOCAftoN l>\- , 1.-~.i rAACTUflE sere REC IONAL OISTAISUT I O~ or VtRTICAL r***1 TO HEAR VERTICAL FRACTURES JX j AHTta.l~,t.L ,6.)(11 t.. ....: HIAGAlllA MOKAWk POWlR CORPOflATION 1 souRCE; NINE MILE POINT - UNIT 2 ~R!!*~~.. 6~\~.!M%.._.94,. 2lt.~*1~ I ,.N.AL &A,nY ANALYlll llllf'Ofl:T
potllls I I% ott11 XEY: I 0-2 t FIGURE I 2.5-15
- CONTOUR DIAGRAM OF POLES TO 42 SMALL
- l *IZ FAULTS IN CENTRAL ANO WESTERN UPSTATE 5
NEW YORK
* >12 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
oc:J ---==--=-=-
-:=.....,..._-_
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@ SAND SPRING, HA. 0 500 KM (310 MILES) @ LE BANON SPRING, N.V.
NOTES:
- 1. CONTOUR INTERVAL: 0.2 HEAT FLOW UNITS (1x10- 6 CALORIES PER CM2 PER SEC.)
- 2. I H.F.U. EQUALS APPROXIMATELY 42 MILLIWATTS PER SQUARE HETER .
- 3. DATA CORRECTED FOR TE RRA IN ANO PLEISTOCENE CL1MATIC FL UCTUATIO NS.
F IGURE 12.5*18 HEAT FLOW IN NEW YORK ANO PENNSYLVANIA NIAGARA MOHAWK POWER CORPORATION SOURCE: Reference 96 NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
EXPLANATION; - B - - KE TREftDI NC LI HfMEHT 00 0* 00
"'" H'll TRE~OIHG L INEM ENT R(Q I OHAt. 80UOU£A CAAVITY AHOhAl'f Mr COWTOUA llfTEftVAL
- 10 "9* 1.
StALE 0 100
'KI LOH£TERS FtCUl'IC t,&.10 CROSS*STIUK£ LtHEAHENTf>
OF PEtO~.S-Yl VANI A ANO NEV YOAA Mi i.OJ.A A >>ONA'#IC POW(R COl'IPORATIOM SOUACt! NINE MILE POINT -UNIT 2 Rt,.,.l\Cft 40, 72, 242 fl MJ.l $J.FCTY AMAt."SI S l'lfPCl'tT
SCALC 1:5 .000,000 I l~CH rQOALS Al"'PROXt~l(LY 80 HILES 25 o 25 so 7S 100 nllt!i 2S 0 2S SO 75 100 ltlLOl'IETCl\S lf.GlHO: - - * - -
- CI.OLOCI C OOUNOARY
- - - - -
- I ECTON I C Plt0\llftt£ 80UND~ll.Y DASHeD VHERE COHCEAL£b SIY
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Cli'.POSlfS NOTE: alAC~ QUAOllAfil'S o~ roc~L Hrctf.ANIS~ SQLurtbN$ 1Nb!C~l£ COHPRtSS ION, 8lAHK QUADRANTS INDICATE OltATATION. rotAL kfCHAHIS* SOLUTIO*S (l.OWCR llttt1$P.. tlt1 > NOflTl!EAST U.5.
- SOUTWEi4.ST CA.NAOA N.tAGAlf.A MOKAWk POWU COJIPOA6TIOH SOURO'li; Ret.:twncn 28. 111, 170, 122, 11A, 181 NINE MILE POINT - UNIT ~
,IN6\. S..t.F(TY ANALY$18 REPORT
CANADA LAKE ONTAR/<)
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/---- - -- -------
/
.~/._ _ _ UPLIFT CURVE FOR OTTAWA* MONTREAL AREA 1 I
I 500 /!SO I I I LAKE IROOUOIS , II {., ONTARIO BASIN I IOO.. / lLAKE LEVELS '" " *' II L THEORETICAi. UPLIFT CURVE II FOR SITE __ __S~E I -*- *- *-*-*- *- *- *- *- *-*- ~~
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I I 0 0 AVERAGE EUSTATIC SEA LEVEL CURVE ' YEARS BEFORE PRES(NT (B.P.l
- JOO i... *IOO
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;:j TIME VS. WATER LEVEL IN THE LAKE ONTARIO BASI N NIAGARA MOHAWK POWER CORPORATION SOURCE:
References 140, 143, 149, 250, 251 NINE MILE POINT - UNIT 2 FINA L SAFETY ANALYSIS REPORT
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Reference 94 NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
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SOUtH W,l.ll WEST WALL
- ~~~:'1Gr== ~~~~--~~~~1 t\ µ ~ 1-".'.lll'*:!IAL
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- HIAOAltA MOHAWK ~Wlll C*Ofl,OIUTIOH SOURCE: NINE MILE POI NT* UNIT 2 Ref.rt~&* ,IH.t.L. IA,CT'I' AH.t.1.Ylll llUOl!:T
NDR1'M WALL £AS1" WALL r ~~**I
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~
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~ . ..... . . ...... - ..... ......
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'WI .... - ..., CMOSS StCTIOH )*) A RGCK SLOT1 TRl NCH ) HORTH AHO [.AST VA.LlS
-..,, w~ t.ri- ~ .. t i t* *- *u.,..,..... HlAOAltA MOHAWK l"OWER COfl',ORATIOH SOURCE: 0.0............ ,. , ..... f l - 901A. NINE MILE POINT - UNIT 2 R*..r.nc:4 94 ,IHAl IA1 1TY AHAL.VIII llll"OftT
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ii 0 'ii a: l! Ill FIGURE ! ~-,18 .. GENERALIZED BLOCK DIAGRAM, EAST WALL, TRENCH 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYS IS REPORT
f tOUft( U**t D Bl.-OC~ DIACRM1 GENtRAt.fl.E TRENCH ~ W!ST WALL. SOURCE: M** nc:e 14
*1 ***** "°"Epo~NTOO,_POlitA NINE MIL *lll~t.Y$1$
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- UNIT 2 RU9R T flf'i.til. S.*rfTT
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1i0 w "'8 l!* (,) c a: ~ z ::I "' 0 li l! (/) a: FIOURE 2.5* 50 GENERALIZED BLOCK DIAGRAM, WEST WALL, TRENCH 5 NIAOARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYS IS REPORT
~
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CROSS SECTION l - 2
-~
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*- ,._, .. - * *i....,.--~"" EAST WALl, TAEHtH 3 0 *-"**---**-
o...tt..o.. o.4'* W ..- ..... - ..._
..._____ ..,..!""'!""' NIAO.AJIA WOH,AWI( PO'*(lt COft~ATJOll SOURCE: _ _........ -1. -01...
NINE MILE POINT - UNIT 2 R*""*nc*M ,.1111.t.L S~'fT't A'9ALTSIS *tPOJt*T
~~i
., .,_ ~~~N~
(
---l t SIM.UOIW'WIC' SO'Nl.loT!-Ott !IC nu f I 'f
- IXPl.A'U.1 lat:
* ~1' ratlsir*1>r.lc; dl*ple=or.en1 nt**1.1rtO * ; j ec*nf to fli* t*ult Pl* n*
0 S-trotl_gr*p.hl~ di:oplise111fll!m l ~ai.1.1r*d '20 1Mt1 .sway h-or11 thn fl)ult plol'l4J NG10$1 C1J Otspla,..,.nt* $ ho.In noar t oo of 1ht ~<OCk oro tiesto on obfs01"Vet Ions. 1Mde ' n irencti ::.. t2J DispteGtlf9nts sriown In llll<Ol"'1-otlat*o secSllM'\t* l ncl\lllt1-.cil'oc.llttal fJ tX\lrt O\'Or ttit lt'!l f . FIGURE (2.6* 52 DIAGRAM SHOWING RELATIONSHIP BETWEEN STRATIGRAPH IC DISPLACEMENT ANO DEPTH IN BORINGS T-3-1 THROUGH T-3-10 NIAGARA MOHAWK POWER CORPORATION SOURCE: ~INE MILE POINT - UNIT 2 Reference 94 I FI NAL SAFETY ANALYSIS REPORT
~~:~Ne I IS ~
I ~ 0 1 ~ , sn~*H*llRN't1 !t srPAUATU~ ,,. FfO 0 *
... ° FIOURE 2.5 *53 i
[l(.P\.AMl' IClll1 DIAGRAM SHOWING RELATIONSH I P BETWEEN
- fif1'111TIV"""'e *h'11_, *n11m * *J- 11t I*" **1111 111 -. ST RAT I GRAPHIC DI.SPLACEHENT AND DEPTH o .Stretlor.,,.te ""- '
- Hu.,,. ~ '"" *** fnis thll '**It **-* IN BORINGS T-4-1 THROUGH T-4-12 liOTl*
- 111 1>'*111*- h *~ '"°'r t<<i ot t"41 o.4ro<:' *r. k.., Oii ¢MtY1 t l - NIAOARA MOHAWK POWER CORPORATION SOURCE:
" 4* 111 ll'WKtl **
NINE MILE POINT - UNIT 2 I Reference 94 FIN AL SAFETY ANALYSIS REPORT
s N 0 Tep of Bedrock
.*.. *... ; . : *. ... ... : ... ...... . . .. *.*,........ :.* ... . . ... ~ * *r: * .* ** * * * *. : . *.:
- - - - - - - - - STRATIGRAPHIC MARKER 1 5.5'
"'" Cooll119 Towtr Fo*lt A
A STRATIGRAPHIC MARKER 2 STRATIGRAPHIC To.Ci'
- -MARK ER 3 -
FIGURE i 2.~*54 DIAGRAM SHOWI NG DIFFERENCES IN THICKNESS OF THE STRATIGRAPHI C SECTION ON BOTH SIDES OF TH E FAULT NIAGARA MOHAWK POWER CORPORATION SOURCE: NINE MILE POINT - UNIT 2 Reference 94 1 FI NAL SAFETY ANALYSIS REPORT
SSW NNE DEPTH 0-.---------------~.,....-----------------
- c.~~ ~ ..,c 0
0tl 0
- OVERBURDEN " " c 0
o,.oci..<::.o ea a o * <> 25 OSWEGO SANDSTONE 50 -- ....... ' TRANSITION ZONE OF ( >.) OSWEGO SANDSTONE PULASKI FORMATION ZONE OF FLEXUR/\L SHEAR DISPLACEMENT 100 125 150 ____l __ ------------------- WHETSTONE GULF FORHATI ON 200 225 - -- - - -- - - - - F IGURE ~-5;55 REVERSE SL IP DISPLACEMENTS 250 DUE TO BUCKLING ON COOLING TOWER FAULT NIAGARA lolOHAWK POWER CORPORATION l soURCE: NINE MILE POINT - UNIT 2 I Reference 94 FINAL SAFETY ANALYSIS REPORT
SSll llNE SSW NNE SSW SUl\FACE NNE
*..... *.*.** :.*.:.*.<. *. *. *, *. *.*;. *. '1>: :: *.**.**~*:: .1 **.......
SlABL( ZOHE
-....:C....."'-'-'-'f-.....:.....;.....:...-'-'-.....:.- COMPRESSIVE £
<> IHOUCCO j r OS-WEGO SAHOSTOHl <=
STRESS VOIO BEHOIMG
\IHETSTOME GULr ~ HOHENT FOMATIOM ~
<Al LOCATION OF INITIAL )./z OEVELOPHEHT BUCKLING INSTABILITY DCJWH\,fAIUI PROPAG.ATIOM lBl DEFLECTION STAGE CC) AMPLIFICATION STAGE SSW Nl~E SSE NNE l OWfA SHfAlll PLANE OEVELOPHENT
£QU IL l9RIUH DEPTH - - - - - -+ - - - - ~.:.. "..:.
1
";;;.*;;;*...cu
=-::::..__ _ _ _ _ __
-" _ -1 (0) ROTATION STAGE HECHAHICS OF BUCIU.ING (E) STABILIZATION STAGE OM COOLINC TOU'tR FAUlT NIAGAM.A MCIH.AWJI J>QWtR C:ORPOKAT10H SOURCE~ NINE MILE POINT - UNIT 2 R-4tt*nc* 94 "fNAL 5Af£TY AHA\.YSIS RiPOftT
SSW NNE A B IMOUHO SURFACE
\_ =-=--*
-=--=------
0
~ - OJTCH
*~~ . ~ FAULT 8AR0£ st.IP NORMAL r MAT 1
COOLING TOWER FAULT H 0 dO JOO ,,,, f 0 r!OflllOWTAL KAL.t 1$; llO VtlU"ICA.l SCA\. ( JAMES A. FITZ PATRICK NUCLEAR POWER PLANT KEY ; CJ OVERBUROEN c::::i osw£oo SANDSTON E f'i-:- dPULASKI FOltMATIOH
~ WH£TSTONE GULF FORMATION r toUI!& 16 11
,, ~
\ll.
SENSE OF SHEAR STRESS ACTl<O I< PLAHES PARALLEL TO FAULT AHO BEDDING IF cr,,.. 1 Pl.UNGES SOUTHWARD SIK,LlflCO 'COlOGIC CROSS SEtTIOft At rHl HIM[ Hll[ PDINl SI Tr NIAI A.lll A WOHAWK N>Wllt COflproftATIOH LOCATION MAP OF CROSS SECTION &OUROE: NINE MILE POINT - UNIT 2 A*Mf*~l4 !"INAL. 1a rtrv AH Ai.Viii ft tl"OfltT
150 -
.--... ./
100-A "'"'t; L.TRENGTH RELATIONSHIP
/ " ASSUMED FOR CI SCUSSION
/K 50 -
- c NORMAL STRESS 8, (p1i) OR DEPTH (FEET)
T' C
- ton¢(8ol where C
- IO pal 4>
- 30° SSW er, NNE
/
,~, '"'"'~ ---- /_ ___:"' ""'"
B ~J~oE~P~T~H~;;=:F~~~3t~~~*r~~*~;~~3~~\~-;::::;;~~~=---------
= 4. 3. 2. I, 6 T 2
- DIFFERENCE BET WEEN LAYER PARALLEL SHEAR STRESS AND PEAK STRE NGTH OF BEDDING AT POINT 2 F IGURE : 2.5*5\l
- PEAK SHEAR STRENGTH OF BEDDING AND ACCUMULATION OF SHEAR STRESS ON BEDDING PLANES AS 01 , TRAJECTORY PLUNGES PROGRESSIVELY AWAY FROM FREE BOUNDARY NIAGARA MOHAWK POWER CORPORATION NINE MILE PO INT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
DEPTH 0
..,.___ _ _ _ L2 - - - - - - - . . i ?
Dr2
-140
-200 L
- WAVELENGTH OF DEFLECTION Or=OEPTH OF REVERSE-SLIP DEFLECTION t* THICKNESS OF STRATA ASSUM ING:
11: t2:t3* t4 ; L1 > L2 > L3 > L4 HENCE: Lr /t, >Li/la > L3/l3 > L4/l4 Or4 *MAXIMUM POTENTIAL DEPTH OF REVERSE-SLIP DEFLECTION. (DEPENDS UPON L1, ANO IS CONSTANT FOR A SPECIFIC SYSTEM.) FIGURE 2.5-59 DEVELOPMENT OF MAXIMUM POTENTIAL DEPTH OF REVERSE-SUP DEFLECT I ON NIAGARA MOHAWK POWER CORPORATION /soURCE: NINE MILE POINT - UNIT 2 Reference 94 FINAL SAFETY ANALYSIS REPORT
4000 t *II" ICOO
- ~
~
- ~ b*
~
i b=
+ ~ ~
tOOO 0000 RELAT IONSHIP OF lAYER*PARALL(l STRESS 1'0 SL!HOE!\NESS RAT IO FOR* SEOS 12.18 AND i~ INCHES THICK HIAOAAA litOHAWIC PO'W!lt (ORPOflt.AT'tOH NINE MILE POINT - UNIT 2 FIH* I. S .t.F( T Y ANALYSIS ll ( PC)lltf
w 3!>11.IS w
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<l FIGURE ; 2.5-81 0 I AGRAM OF POSS 18LE CflANGES I N THE FLUID PRESSURE IN BEDROCK WITH TIME NIAGARA MOHAWK POWER CORPORATION SOURCE: NINE MILE POINT - UNIT 2 1 Reference 94 FINAL SAFETY ANALYSIS REPORT
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2SO . -:- - -.- - -*~;- - --.77 .... -----:~ ~--.- -:-:-:--:- ""-:"-.- - ~- 229
.-;\.,
2211 227 22S 1!1!3 222 Elll'LANATl Oil:
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GA'4*2:3
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I NIAGARA MOHAWK POWER CORPORATION I SOURCE: NINE MILE POINT - UNIT 2 Re!erence 94 FINAL SAFETY ANALYSIS REPORT
a~~ zo 11 ~
.... "' -"Cl'
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l ., c
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~aul t 20nc.
PllOi~AAPHS or I.ATE PL.tlSlOCC.NC Cl.AV" NIACiAllA NOHAWK l'OWlll COlltll'Ol'lATIOH SOURCE: NINE MILE POINT - UNIT 2 R*h!r~94 llNAL £AtrTY ANALYSIS fllE~T
UOU4L P'OLLD1 1 ..,.,.., MID I Hf!UR -----~I 1 - A_,.L '°UU
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- 0. -
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'°"' '°"' * * ,\,"'
- I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 10% 10% to 40 60 eo 100%
- 00% 0 10% 0 t0%0 00%
0 0 0
. ,--~* nrn *HO '"'""I I
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~
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J i I I %A,./% NAP I I I I OA4-84A A4 I I 111 - I I ltl ~ I I c CA.4*SIA Al I Ill
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0 0 RELATIVE POLLEN PERCtNTACes, SPORE _. AND HI SC. MICROfOSSl'L A8UH0AHC£
+10 SPEClfENS (INTE~ST IT IAL SEO IHENT) c- <XMO< 6-9 sPSc l~
0 - oecA$1"4AL. J-5 ~JIENS WIAGAAA M(lttAWlt l'OWER C0" P01'tATtOH SOURCE: 0-2 SPClted Asfere~ IM NINE MILE POINT - UNI T 2 flNAL s .ar fTY
- N*l\'SIS "EPOftT
N
+
L A
,___,_Strain -
_j A'
-:::_::;;~L:~~:-:;.,_:;;:-~-::;;:-J:--::::;:-::;:~J~~/L Coo I 1ng Tower Fau I t 8 _j - - ....--_ - aoundary <%>
T rest1
/Land Surface s_o.,.I""1"'da"'f""e=-d"""'t.a=t'"'e,....,,W"'l'"'.sc=o-:-
_u_n_c_o-n"" n-=s71 -:- n-t 7o~E;:-a:-r-l;-:--;Ho~l:-:o-c-e-n~ e;__/ Top of Bedrock sedlmen1"s .. * * - * * * ** * * .
- ...-Strain Oswego Sands1"one
- (.-
- I an1 Unit A ot Pulaski
~--:;:-=.:::;;1.-:-~
.._ '.,._,,~_:::= Y bed Zes1"2 Boundary G) sECTI ON A- A I Land Surface 7.-:-
. -c-
. -:- . 1;-::-:-:--:-::-:--:---:--:--:--~---/ Top of Bedrock
* *
- 4-. * * :> **
* .
- d * * * : * - O.swego Sands-tone
~*~*~*~~~~n~2~~**:__~-~~:,..,-:;-~::~~:.::-~~
Depth of ln stabil lty Dra inage Ditch Fault FIGURE 2.5*68 Fau lt POSTULATED BOUNDARY CONDITIONS SECTION B- 8 ' NIAGARA MOHAWK POWER CORPORATION I SOURCE: NINE MILE POINT - UNIT 2 Reference 94 FINAL SAFETY ANALYSIS REPORT
- II Ill
!I. 0
- c:
i :II l: n
.. !!I +4Kl'I
"' VERTICAL MOVEMEITT'S O ***** ** ** **** ** **
*4KH SEO I MENTATI ON -------- -******
EROSION .... _........ ---------*****- OIAGENETIC EFFECTS ---------- ---****- TEMPERATURES 1500C 25oc1KH ioooc GRAD I ENT SOOC
/\
ltQOC/KH 15ooc GRAD I ENT IOOOC sooc
~ z ~ :!' 15ooc zJ> -z., J> <...,~ Gl
- > c TOTAL 10ooc
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- m"'
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~ J; - N '° Cl>
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- r: m C>
- o ...
... 0 -- o
., m z :z: r- OEFORAATI ON
...-< -z "'* "'mo
;x z C> RELATED TO
,,;;; -t ~ 0 m -< :r r-
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n MI NERALIZATION ..."' c ... I :a ~z~ ..., "' 0 0 "'
-i 600 500 400 300 200 100 O*PRESENT
- no
... - J>
-t 0:l -i "' -< TIME (yrs.x106) f\) z z z..,,
-o PRECAMBRIAN ERA PALEOZOI C ERA I MESOZOIC ERA I CENOZOIC ERA
~ -i -i
. .., :r m
- z:
O#plh of Burial (ktnl 0 I I
)'
,,_,,,..,/
8
§
~
b
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/
e / Ha"im11111 M!pth ot bu~i.al bucd en ta) c:lay .Unerology, (b) fluid lnclu.ion d*t*
/ aa4 *sti:t.attl ot l]eothe.f111t'l gi-adl*nt.
~
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*'\ Cillu.ly U.964 J , Ritt*r ll968) 8"' \
~
(Con* o l ido.cM &(li&Qn, t 977) t.tlllP. 21s*c - 96*c
\ vrnd. so*(./bi cut;Vod T(_
depth of buriai 6. 8 -
\ IC/An JSO a.y.
2.~ )en..
\
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~ ~
' (1969)
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- S a u1 .
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1470 HOST ROCK 1760 I* *I 120° MILKY CALCITE 169° PRIMARY INCLUSIONS 91° 1120 ~1*--~~....;.,;;;..::..;.:..;__-'-'-'=-=-:....:...:=---~~~*I CLEAR CALCITE } TEMPERATURE IN °c I* SECONDARY INCLUSIONS
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DEFORMATION ANO SEQUENCE Of CRYSTALLIZATION 01 D2
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' I I I I I I I I I FILLIHG TEMPEIVLTU~ES TO GEOLOGICAL Sl RUCTURES IN SJTE: Ak!A
- Plt!MKI' Mii l'SCt!OOSlCOMOAAV lliCUISIOllS loll 11.ll kY CAlCllt 0 PltlMll Mii nruooncOliOMV l!KUISIOllS '" Cl£AA CM.C it(
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- MlmblU' ot' *&111Ple:9 @ Ht~OARA NiOHA'lfJC POWER CORPORATION NINE MILE POINT - UNIT 2 l'"INA\. SAl'"CTY ANAl.TSIS RlPOftT
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,.IGUR[ ~5-73 BLOCK DIAGRAH.S REPRESENTING THE APPA~ACHIAN BASIH NIAGAllA lritOMAWK POW[R CORPORATION SOUACI!: NINE MILE POINT - UNIT 2 Atftttnct :J, ,. ,.Of&\. .$-AF(TY AHA l.YSIS REPOftT
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- - COASTAL PLAIN BOUNDARY DIRECTION OF HAXIHUH HORIZONTAL COMPRESSIVE STRESS FIGURE 12.$ *79 STRESS PROV INCES NIAGARA MOHAWK l'OWE R CORl'ORATION SOURCE: NINE MILE POINT - UNIT 2 Reference 121 FINAL SAFETY ANALYSIS REl'ORT
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FIGURE f2.S*8~ 0 HOR IZONTAL RESPONSE SPECTRA SAFE SHUTOOWN EARTHQUAKE (0 .1 59) O N O~JSISJH~NI fil U1~01ll A NIAGARA MOHAWll POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
...,.,.....,..~fSH i..
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a FIGURE 2.5-84 VERTICAL RESPONSE SPECTRA SAFE SHUTDOWN EARTHQUAKE (0. 159) NIAGARA llOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FI NAL SAFETY ANALYSIS REPOllT AMENDMENTS DECEMBER 1983
0 2 a: r FIGURE } 2 **5-85 HOR IZONTAL RESPONSE SPECTRA OPERAT ING BASIS EARTHQUAKE (0 .0759) NI AGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
0 0 i: ~ 0 ., . VERTICAL RESPONSE SPECTRA OPERATING BASIS EARTHQUAKE (0.0759) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FI NAL SAFETY ANALYSIS REPORT
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~ TRANSITION ZOHE e?Z2J f'V\ASKI fORll4TIOH NIAGAAI\ MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FlllAI.. SAFETY ANALYSIS REPORT
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3: 100 0 w u z t; 2i 0
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10 0.01 0.1 1.0 10 100 PARTICLE VELOCITY (IN./SEC.) FIGURE 2.5-96A SCALED DISTANCE VERSUS PARTICLE VELOCITY-CONFINED PRESPLIT BLASTING GUIDELINE BLASTING ENVELOPE i NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
' .. AMENDMENT S OCTOBER 1983
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10 0-01 0.1 1.0 10 100 PARTICLE VELOCITY (IN.ISEC.) FIGURE 2.5-96B SCALED DISTANCE VERSUS PARTICLE VELOCITY-CONFINED PRODUCTION BLASTING GUIDELINE BLASTING ENVELOPE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983
r
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FIGURE 2.S-96C SCALED DISTANCE VERSUS PARTICLE VELOCITY-BLASTING TO AN OPEN FACE GUIDELINE BLASTING ENVELOPE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983
100
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0.1 0.1 1.0 10 100 1000 FREQUENCY (CPS) FIGURE 2.5-96D PEAK RADIAL PARTICLE VELOCITY VERSUS FREQUENCY - UNIT 1 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
END OF DOWEL TO BE THREADED - - - - . EMBEDDED DOWEL LENGTH PROJECTION TO --------t BE CUTOFF t----- FILL CONCRETE OR ROCK ROCK-.... FACE
,/
DOWEL: NO. II DEFORMED STEEL REINFORCING BAR *
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FIGURE 2.5-96E TYPICAL ROCK DOWEL DETAILS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 27 JUL:Y' 19B6
EXIST. ROCK GRADE REACTOR ROCK DOWELS SPACED AT 5 FT EACH WAY, FULLY GROUTED TYPICAL EXCAVATION PROFILE - NO SCALE s* 1'..6 " 0 5' 0 _ _.__ FIGURE 2.5-96F TYPICAL PLANS OF ROCK DOWEL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AM END.MENT ?7 .1111 V H IRffl
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FtGURt ' t6*t1 PLOT PlAM - GEOPHYSICAL SURVEY ILLUSTRATI NG BOREHOLE POS ITION WI TH Dt PTH NIAGARA N(IH,A'fOI POWCR CORPORiiTION NINE MILE POI NT - UNIT 2 f'INA\. $Af E1'¥ AHAl.191$ ft( f'Oft T
TIME !SECONDS) 25 6100 FT.ISEC. 75
/()()
125 150 - tlA.loUll(8 lll(S(T ~ ~ "' 176 i!: ~ "' 200 FT.ISEC. 225 2SIJ - - HAMIK!lt *<< 275 13200 Ft/SEC. 3ZS FIGURE : 2.:§-98 UPHOLE COMPRESSIONAL WAVE VELOC ITY SURVEY BORING GP-I NI AGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
TIME (SECONDS)
.000 .010 .020 .030 0
25
!JO 75 100 125
/!JO
~
- ~
IT!J ~ ~ 200 22!1 250 275 "25
.150 FIGURE .'2.S; 9!l UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY SOR ING GP- 2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
FEET PER SECOND <* 10*) 0 0 2 6 8 10
~
IZ
*1.
4., 2S - so ... ~/ KEY
\
- GP-I to GP-t
- GP-I to Rf*I rs *
- 411'"'2 to RT* I
.4
-SSIOH ANALYSIS DEftlVED VELOCITIES
!t 100 ...
\\\
12$ ~ ~ ,/
- ....... ISO
\***o
~t**
~ 17S ~ ~ 200 - ~
/!ZS
!~' I,/
zso i\i
/Ti *I
.trs *
} I
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- JOO JJ / '
f i
.,,. )>
S2S ~
- sso I FIGURE 2.5-100 SHEAR WAVE VELOCITY RESULTS CROSSHOLE SURVEY NI AGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FI NAL SAFETY ANALYS IS REPORT
FEET PER SECOllO (It tolJ ID ~ 14 18 18 zo 22 0 . . . M (y rt
*~
50 K£:Y
.* Gl'* I
** GP*2 1<
TS *
. Gl'*2 IO RT*I 10 GP*2 RT* I
/()()
!\~"'
7.'\' IM
- 150 *
))
i:: !:: ITS ~ i ~ 200 *
\\
~
- l!2S *
\LL.
MO*
.J
- 2' J!TS SO()
\ //
32$
- 3SO "
~.\
FIGURE 2.6*101 I COMPRESS IONAL WAVE VELOC ITY RESULTS CROSSHOLE SURVEY NI AGARA MOHAWK POWER CORPORAT ION NINE MILE POINT - UNIT. 2 FI NAL SAFET Y ANALYSIS REPORT
0
;;~
..... ~
0
*~
- ::: ::: :* **:* ~
!ii .............. ;:;.. .;:. ... .
* * * * * * * * * **** * ........ *~ .
~
Cl iii ' 31: . ..:::.... ..:::.... .::: . .. .:::'"::: ID ... 0 0 w
\ ::: ::: ::: ::: :: ::::::: : ::::::\.
e,_ z 0
\ . ............ ........... ....
~
~
IC ii al0
\ ... .. ...... ...... ............ .. ...............
... . ....... : : i,
...w ...
IC 0 ~ 0
"' "-i :::::: : :::::: :: :::: :: ::: : .. :\..
~! ~ ;~~~~~ ~~-~~~~ ~~ ~~~ .~ ~~=~
0
~. .._.. .. .... .. .... ...... ...
OI 0 II I : :: . I I I I I 1 0
-o 2 0 ggg~~g GRAIN SIZE IN MILLIMETERS FIGURE 2.5-102 G.RADATION REQUIREMENTS OF STRUCTURAL FILL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINTrtJNIT 2 FINAL SAFETY ANALYSIS REPORT
SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES NUMBER OF MESH PER INCH, U.9. STANDARD GR~ IN SIZE I N MM. 10 ** s.... " .*. *... ,*,. ......... ..... ........ ....... .... . . *. ..*.. ..*.*** .*. *'*'*"* .. lO ..*.*.* .......
,,..r.*'.
~ "' ................
.*.*.*.** ~*.****
0 w z dtir;,,; ,; "', ,
...a:~ to .... **
.... ~4: . . ,*, ' ........,., *.................. :*.;.* .... . z ,,., ** r.* '.<"';)V r * ._.,*****, * * .. 'Ii'*. ,.
~
re ...........* ...... . ... .. .. .* ...' * *..**...*. . ..
~
... ,t. ; ***** ****
*~
"~
.. .....*.* .*** : ,.;*.*.**-::- -~..*:* ;<\""'" ,* ,*,,*, ... '
- : : : : :; ~;_;:::~:::
,:,.',."J< ,,*,,, ********* * * * *** .* " .... .....
~
*.* .*.*.*-*,'*.*.-~* "
. . :. :::<,.:.. ~:I :~~
. ............ ... ......,.. m,....
~ -*****
**:-:-:-;.,~ ~:-.-~:::::::.*:::::*
l lll J ll l
- i o a o e . . ....
- f'I
- "!*'"! "~~ -: ~
,. "'
- n CRAIN SIZE IN M ILLIM ETERS COARSE FINE COAASE MEDIUM Sll.T Cl.AV COBBLES S.AND GRAVEL FINES FIGURE 2.5-1 02A GRADATION REQUIREMENTS OF GRANULAR FILL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
SUMMARY
OF STATISTICAL FEATURES
*TOTAL NUMBER OF TESTS: 75
*AVERAGE COMPACTIVE EFFORT: 98o/o
*STANDARD DEVIATION: 2.8%
*SKEWNESS: 1.1 - SKEWED TO THE RIGHT f! 15 ff!
...0 I- ~ 10
- E
- I z
5 81 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 COMPACTIVE LEVEL (o/o) FIGURE 2.5-1028 RESULTS OF IN-PLACE DENSITY TESTS ON CATEGORY I STRUCTURAL FILL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 198a
}
,.0. ***
0 0 0 0 NOll'TH UX, IAY
'""'-OC SOUTH Ull: IA' 0 0 MOAMA.l S'fll'ITCHCl!AJl DLO.
IOUTH UC lVNWIL CON1140L
*Utt.OIHO 11'I0:0M.(f{~
@ f'..stR!!.S. Sl'AltOI Y 'I"\',(
P*1 fHMOOOH_P...,COMTIMUOURY OPUA'hHQ lltlTAu.ATtOHI P4 a f!-t, AO t+OC W!IT.llU.TIOTff. AIWt-OOfllEO (!H JIOCI( at.on QillC.WATlll' OllMt. 0 P-.Sl:lllU, VNfUMo\TIC f'tfll O.fkEAATOff ,.~Gfllt.HCH Pf.I Tl'l"OUllH ""* IHmAL OUIU)INQ J *t 'I 1llSTA"'-4Ti0td
'"* n.z-. *Pion, ADDITIONAi.. INSTAu.AllOtQI q_,.,,,,,,.
FIGURE 2.5-103 PIEZOMETER/ LOCATIONS NIAGARA M,Ol;iAWK POWER CO_RPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
0.7 0.6
\ & NOMINAL Dr a 90'!'o
*\
- NOMINAL Dr : 80%
\.
e NOMINAL Dr = 70% 0.5 w ..J
~
~~ .... Ou c>
.......... ........_ r--.... "'-...
-- ~
~<..) "' ~
,0 0.4 ....
........... ............ i--..
~
C) ~
- ! z
"'... -a:
~
r--
- i"" ~
Ow -c 0.3 ~:I a: !::: - "' ..J ...a:t3 ...~ "' 0.2 0.1 0 0 1.0 2.0 3.0 EFFECTIVE CONSOLIDATION PRESSURE, Ci'c, kg/cm* i7 0 s EFFECTIVE CONSOLIDATION PRESSURE O" d : CYCLIC DEVIATOR STRESS C1'd l2Uc = STRESS RATIO II FIGURE 2.5-104 DESIGN DATA FOR I SOIL LIQUEFACTION ANALYSES I BORROW SOURCE: CHAUVIN PIT I NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL -SAFETY ANALYSIS REPORT
1.0 A NOMINAL Dr = 70%
- NOMINAL Dr ~ 60%
w 0.8 ...J e NOMINAL Dr - 50% w
- i " '
Cl) o-' 00
- ()
.,jr 0 Cl !i !i z 0.6
- i <
<a:
() t; Ow ~o
< ::i a: !::
"' ...J 0.4 "w' :;: a:< Q. 0.2 0 0 1.0 2.0 3.0 4.0 5.0 EFFECTIVE CONSOLIDATION PRESSURE, U c
- kg/cm>
°8' c ~ EFFECTIVE CONSOLIDATION PRESSURE C7' d = CYCLIC DEVIATOR STRESS C7' d 12 0'c ; STRESS RATIO .
FIGURE 2.5-105 DESIGN DATA FOR SOIL LIQUEFACTION ANALYSES BORROW SOURCE: MEANY ENGLES ROAD P IT N IAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 F INAL SAFETY ANALYSIS REPORT
*o .. I
'i. REACTOR EL 119' TO 220' EL 163.8' TO 175' 1----1 FIGURE 2.5- 105 A LOCATION OF COMPRESSIBLE MATERIALS VERMICULITE CONCRETE ****** BETWEEN ROCK AND CATEGORY I VERMICULITE BACKFILL ****** STRUCTURES AT ELEVATION 170' VERMICULITE SAND ******
NUFOAM / RODOFOAM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
I ft. AEACTOA
- AUi<. llAY*HORl'!i
- I I
EL 175'*245' WEST ARC 6£ACTOR EL 175'-206.5' FIGURE 2.5-105B VERMICULITE CONCRETE ........... LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I VERMICULITE BACKFILL ****** STRUCTURES AT ELEVATION 190' VERMICULITE SAND ****** NUFOAM/RODOFOAM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
'l REACTOR EL 119'*220' EL 175'*211.5' AUX. llAY*NORTH IEL 209.5'-221' 1-I--~
~
0 z
!i EL 209.5'*214'
- 5 FIGURE 2.5-105 C LOCATION OF COMPRESSIBLE MATERIALS VERMICULITE CONCRETE ****** BETWEEN ROCK AND CATEGORY I VERMICULITE BACKFILL ****** STRUCTURES AT ELEVATION 2*1 0' VERMICULITE SAND NUFOAM/RODOFOAM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
EL220'*245' *EL 220'*224' Cl, RUCTOR SCA!l!NW!l.l AREA EL 220'-224' ...._~
~
,WQT l!L!CTIUC1 CABL£ '
I AU)t 8AY HOATH 0 EL 206.5' -242' EL 209.5'*221' EL214'*245' EL 214'*234' EL 214'*237' FIGURE 2.5-105 D VERMICULITE CONCRETE ............ LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I VERMICULITE BACKFIU ****** STRUCTURES AT ELEVATION 220' VERMICULITE SAND ****** NUFOAM/RODOFOAM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT5 OCTOBER 1983
EL 224'*245'
*
- I
'i REACTOR
_.L-l =: _EL_ 232'*258'
**e L.
SCRRNWW. AREA **=~L.-E_L_22_4_'._24_2_*__,
** ~--L----~
NORTH ELECTRIC CASLI! TUNNEL WEST EUCTRIC AUX. llAY-NOflTH I CAllU TUNNEL EL 206.5' -242' fl!ACTOR I EAST ARC EL 214'*221'
- AUX. BAY*llOUTH :
*e
\. \j_______
IOUTH ~CTRIC EL 214'-245' CAS~TUNNn
- i ~'-"' i
* ********* EL 211.5'*234' EL 214'*234' El 214'-237' FIGURE 2.5-105 E LOCATION OF COMPRESSIBLE M ATERIALS VERMICULITE CONCRETE 444444 BETWEEN ROCK AND CATEGORY I VERMICULITE BACKFIU. ****** STRUCTURES AT ELEVATION 232' VERMICULITE SAND ******
NUFOAM/ RODOFOAM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AM ENDMENTS OCTOBER 1983
I FON EL TO TOP
~ NEACTOR OF ROCK EL 211 .5'-246.5' EL 240' -248.5' REAOTOR AUX. BAY-SOUTH NORMAL SWITCHGEAR I
~=* ____...., .
c .W. PIPING CONTROL BLOG. El 245' -258' OIE8El GEHIEAATOA BLDC. j: CIC 0
...z
~
FIGURE 2.5-105 F VERMICULITE CONCRETE ................ LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I VERMICULITE BACKFILL STRUCTURES AT ELEVATION 245' VERMICULITE SAND NUFOAM/ RODOFOAM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
I FINAL GRADE
- S EL 281.0' t.-..-...-. .. ~~ SAN*D~G.RAV~V'. :. * ** : . ' .
- VERMICULITE SAND * . !!ACK~ILL'"" : *. * :
(WIDTH: 80" TO 84.') TOP OF ROCK . 248 +/- EL EL 245.0' NUFOAM/RODOFOAM (WIDTH: 1 2 " ) - - - / ( *.n-- -L,
. D---1
* <I '
.
- 1--J....-.../
- '4
;: .4D---L.
. ~.:4~--I
- d:
SECONDARY
. *. 4~--t-..'
CONTAINMENT 4 ..
~. ~1--1----1 CONCRETE FILL (WIDTH: 51" ! )
EL 175.0' *.: ~*: 0------)
* .A ' ',A ,.*.** *4 '.A : . . * ' - * : *
- 4.. . ._.. . . * *. * . . .
.....,_** * * .<> * * ~ * ** ' A * * *
- VERMICULITE
* ~MAT~ * . ' . * . * . "' * . * *
- CONCRETE
. . . . - _- ' ' - . 4 . .- . .* Q. ...
' * * *o . * " . : * ' : : : ' , ' * .4 *, I '* * ,'
(WIDTH: 10" TO 12") f *. * :'°:** *.* .:._.,a.-.. *. .. * * . .
* * * * '
- G. *
- A *
.* ~:-
ZL 163.83' FIGURE 2.5-105 G CROSS SECTION 1-1 TYPICAL BACKFILL DETAIL SECTION 1*1 (SEE FIGURES 2.5-105A-2.5-105F SCALE: 1" =10' *0" FOR LOCATION) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
FINAL GRADE EL 261 .01 8" (3" CLEAR + VERMICULITE 4 ' 3" CONCRETE FORMS) .* <f (WIDTH: 8")
"l*; *:
EL 216,0' ..*..'t..
~
SOUTH ELECTRICAL TUNNEL VERMICULITE (WIDTH: 10" TO 12") EL 175.0' VERMICULITE CONCRETE (WIDTH 10" TO 12") FIGURE 2.5-105 H CROSS SECTION 2-2 TYPICAL BACKFILL DETAIL (SEE FIGURES 2.5-105A-2.5-105F FOR LOCATION) SECTION 2-2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 SCALE: 1" = 1O' *O" FINAL SAFETY ANA LYSIS REPORT AMENDMENTS OCTOBER 1983
o.s..-- .....----,..---..,....------r----. 1 ky *i~,8=0
- c w
/
0.5 - </> : 35° Ii:c <3~"" 8 : 1/2</> w , z ... 0.4 f---- -+-- -+-- -+-----l- / +----1
-z
.... w z-w~
- IE ...
w ... 0,31-----+-----+--+-/ --+-
/ -+------<
a: w uO z U
-w u a:
- :> 0.2 ~--1---1-/-+1------l-----l
- IE Ill c Ill zw
> a:
Q a. 0 o 0.1 0.2 0.3 0.4 0.5 HORIZONTAL SEISMIC COEFFICIENT, Kh SOURCE: SEED, H.B. AND WHITMAN, R.V. DESIGN OF EARTH RETAINING STRUCTURES FOR DYNAMIC LOADS, ASCE SPECIALTY CONFER.ENCE ON LATERAL STRESSES IN THE GROUND AND DESIGN OF EARTH RETAINING STRUCTURES, p.103-147, 1970 FIGURE 2.5-105 I DYNAMIC INCREMENT COEFFICIENT VS HORIZONTAL SEISMIC COEFFICIENT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
CIACATll I QAC.ATI 1~
*O<*
ANNUi.Aii $,,AC( FIUl!O WllH LOOS( V£111MIOULITE YMl!Out TYPE$ Of W(U COM'PACTEO Cfl.\.._.ft UCCftLL NOTl:S:
- 1. fO" PUlllTHM IN,ORMATION ON ROCK Gl'IADl!I, I!!. llCTfON 2.1.4.3 ..2
- 2. ,Oii IN,OAMATION ON GRANULAR AND COMPAl!&SJlll!
MATllUALS, IU!I S*CTION 2.5.C. L SECTION 1*1 TYPICAL SECTfOH SHOWIHG IACK.Fll.L MATERIALS AHD ROCK OltADES seAi.l: 311*~ 1 *.o" FIGURE 2.5-105J PLAN ANO TYPICAL CROSS*SECTION OF HVT TUNNEL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 11 JUNE 1984
0
~
\\
10 20
'\
\
e ~ 30 I ~
\
!!: 40 RELOADING 50 1 UN LOADING ~
~
\
60 70 I I I l I I I I I I I I I I 0.1 0,5 1.0 5.0 10.0 APPLIED STRESS - (KSF) FIGURE 2.5-106 VERMICULITE TYPICAL CONSOLIDATION TEST RESULTS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
1 5 1. 14 *.
- t- ... .
13 12
- I 11 m *
~*1 9
8, 7 1/ 6*
~AXIMUM (TYP~ ;.............
~' /
~i
_, 'i *./*...L.J 5 L. - - 4-. *
~
*" ,,. **-MINIMUM
- I..-. .,
, MEAN \ ./
....... ~~ ..J , _-- -
3
. ' ~ ~-.,,. ... -
-* -. (TYP.) I a.-:
21 I
~-* _L --
* ' .0 STANDARD DEYIATIQNj 1~ -
' ~ I 10 I 20 . 30 40 50 I
~ I
..L.
- AXIAL ST~A!N (%)
FIGURE -2.5-107 id" VERMICULITE CONCRETE COMPOSITE CURVE I 1-11-----c_o_N_F_IN_E _o__c_o_M_P_R_E_s_si_o_N_T_E_s_T_s____... 1 . NIAGARA MOHAWK POWE;R CORPORATION NINE MILE POINT:.UNIT 2 ~~..._..,_______________________.,..____________________________ FINAL SAFETY ANALYSIS REPORT ~ 1 .
~- ~- *
~
-~
I 1.
- 1 120 * .
*100 . . . -
'i
- w:!
80 II!
..... 60 "
Cl) 40 20 -- ~ -
~ .. .
~
. 0 10 . 20 3CI 40 50 80 70 80 90 .
. ' 1(%)
- STRAIN I
.I I .
- -~ . . .
I I I
.1 L ..,
I' ..J FIGURE 2.5-10.8
'\
COMPREHENSIVE STRESS-STRAIN I FOR NUFOAM TYPE 1 .
..I -
u
*. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
- -- -! . . . -J - .,,.. - --t - -- ,,,...._
~ ~ ~
~
60 1
=* ' 50,- .
I Q.
- fw 1
~ I a: 40 '
I t- :/
~I
> 30 ;pi """ J u; ,
!3 20
_... ~ ' g: I
~
~I 10 '
()
*- * *ao .
~
10 20 30 . 40- 50 80 70 STRAIN (DEFLECTION) % OF ORIGINAL TH ICKNESS
' I FIGURE 2.5-109 * '-!
COMPREHENSIVE STRESS-STRAIN I J FOR RODOFOAM II . u NIAGARA MOHAWK POWER CORPORATION
. NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT}}