ML22292A117
Text
{{#Wiki_filter:~onortdo:quo ~oneva 0 10 SCALE - MILES FIGURE 2. 1 - 1 REGION WITHIN 80km OF SITE NY STATE AND ONTARIO PROVINCE CENSUS DISTRICTS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT E AMENDMENT 13 AUGUST 1984
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) vO l lfEY /sst I I l., I I I I I l...." ---...... - J RICH L ANO \\ \\ \\ \\ I \\ 'r--*- PALER M O 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
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[ 0.3KM (0.2 MIL E) NINI!'. MILE POINT* t STACK 6KM (3.8 MILES) LOW POPULATION ZONE BOUNDARY FIGURE 2.1-4 LOW POPULATION ZONE BOUNDARY NIAGARA 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 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 UPDATED SAFETY ANALYSIS REPORT USAR REVTSION 6 APRTI. 1994
LA KE LEGEND: - U.S. HIGHWAYS -er--- STATE AND COUNTY ROADS TOWN ROADS RAILROADS SIT E LOCATION 0 I 2 3 4 SCALE-MILES 0 2 4 6 SCALE* KILOMETERS ONTARIO 8 c NINE MILE POINT NUCLEAR STATION FIGURE 2.2-1 IOKM TRANSPORTATION ROUTES WITHIN A 10-KM RADIUS OF UNIT2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS MARCH 1984
1soo.------,.---,----.-~..-----,----.---1r--1--r1---r--1 00l____!l__J, 00 1__ ___ 10100-:----~1s~oo=------=2~000::---~2,~oo::-----;l~o~oo;;-----;1~500;;;;---~ .ooo;!;;;--~.~,~ooO--~,ooo HORIZONTAL DISTANCE FROM TOWER - FEET NOT[. flGUllfS O(lfOT[ THC P[llCCNT OF TIM( THAT VISIBLE P\\.UM[ EXT[NOS TO COHTOUR FIGURE 2. 3 - 1 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR N, NNE,Nt, ENE WINO DIRECTIONS - WINTER NATURAL DRAF T COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
I ...J... w ..J 0 z 3 a: " "' 0 m..... x " i4i x 1000 600 0 0L___JL__J soo~~~-,o~oo~~~-,5Loo~~~2~ 000
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25~00 -:-~--:,~ooo .i.:-:-~~~,~500=-~~~4000:;:;;.~~-4~500:';;:;;-~~~s~ooo HORIZONTAL OISTANCE FROM TOWER - FEET NOTE: FIGURES DENOTE TllE PERCENT OF TIME TllAT VISIBLE P1..UME EXTENDS TD CONTOUR. FIGUR E 2. 3-2 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 ANALYSIS REPORT
I ..J ..J 0 z 0 Q'. 0.... x x 1000 500 oL---lL---l~~~--'-~~~-'-~~~-'-~~~"'-~~~'--~~---'~~~-'-~~~_._~~~J 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURES OENOTE THE PEACElff OF TIME THAT VISIBLE PLUME EXTENOS TO CONTOUR. FIGURE 2.3-3 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR S,SSW, SW, WSW WINO DIRECTIONS-WINTER NATURAL DRAFT COOLI NG TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
t:; w... I ..J "' w ..J 0 z 0 a:: " w 0 <( t-:r " i:i
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~ 0'---------'~~~-'-~~~-'-~~~-'-~~~"'-~~-----~~_.~~~-'-~~~-'-~~---' 0 1000 1000 zooo z~oo 3000 3:)()() HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURES DENOTE THE PERCENT Of TIME THAT VISIBLE PLUME EXTENDS TO CONTOUR. 4000 FIGURE 2. 3 - 4 PREDICTED FREQUENCY OF PLUME 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
I ...J.., ...J Cl z 0 cc "' 0 m... .... x x 1000 ~00 O'---------'~~~-'-~~~-'-~~~-'-~~~.L-~~~.__~~--'~~~--'-~~~-'-~~~~ 0 500 1000 1500 zooo 2500 !000 3500 HORIZONTAL DISTANCE FROlol TOWER - F'EET NOTE: FIGURES OENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTENDS TO CONTOUR. 4000 4500 5000 FIGURE 2. 3 - 5 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
w...... w w 0 z 0 a: w 0..
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~ 0'----'.._--'~~~_.~~~_._~~~~~~~~~~~.._~~---~~~-'-~~~_._~~~J 0 IOOO 1!>00 2000 2!>00 ) 000 )60() HORIZONTAL DISTANCE FROM TOWER - FEET NOTC FIGUflES OCHOTE THC PERCENT or rn*E TH AT VISIBLE PLUV E EXTENDS TO CONTOUR 4000 FIGURE 2. 3 - 6 PREDICTED FREQUENCY OF PLUME 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 ANALYSIS REPORT
I 10001--~~----1.,,C-"""7-.;;;:-t~~~-;-~~~-r--f-~~i-~~ -J-~~~-l-~~~+-----,,.,.e;'--+-~~--i iil ..J 0 z 0 er i:i x 1.0 1~90 2000 2~00 3000 3~ HORIZONTAL OISTANCE FROM TOWER - FEET NOTE" flGUAES OENOTE THE PERCENT Of TIME THAT VISIBLE PLUME EXTENDS TO CONTOUR. 0.1 FIGURE 2. 3 - 7 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
I-......... I 1000
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a::...... 0.. c I-x... x 1.0 5.0 1.0 1500 2000 i500 3000 3500 HORIZONTAL OISTANCE FROM TOWER - FEET NOTE" f lGIJRES OO'<>TE THE P(ll((HT OF TIME THAT VISIBLE PLUME EXTE.NDS TO CONTOUR FIGURE 2.3-8 PREDICTED rREQUENCY OF PLUME 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 HORIZONTAL DISTANCE FROM TOWER -FEET NOTE: FIGURES DENOTE THE PERCENT W TIM[ THAT VISIBLE PLUME EXTENDS TO CONTOUR. 4000 4500 5000 FIGURE 2. 3 - 9 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR w, WNW, NW, NNW WIND DIRECT ION S - SPRING NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL S.AFETY ANALYSIS REPORT
1000 ...J... ...J 0 z 0 0 m..
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- ~oo 2000 2~00
'ooo 3500 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURES OENOTE THE PERCENT Of TIME THAT VISIBLE PLUME EXTENDS TO CONTOUR. FIGURE
- 2. 3 - 10 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR ALL WIND DIRECTIONS - SPRI NG NATURAL DRAFT COOLI NG TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UN IT 2 FINAL SAFETY ANALYSIS REPORT
I ..J 1000 ..J 0 z 0 a: C> 0 m * ~00 x C> x 1.0 1500 2000 2500 ' 000 3500 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE nGuAES DENOTE THE PERCENT or TJMl ~HAT VISIBLE PLUME OlENDS TO CONT0:1A 0.1-FIGURE Z. 3 - 11 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 ..J ..J 0 z 6 m: " "' 0..
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1000 10.0 5.0 500 00l__J.___sloo~~~,Jooo~~~~,500~~~2000:-:1::-:--~---::2~500::-~--:,~ooo::::-~~~,500~~~~4000;!;;;~~~4~500M""~--;~ HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURES Of:NOTE THE l'f!ICENT OF TIME THAT VISIBLE P\\.UllE EXTENDS TO CONTOUR. FIGURE 2. 3-12 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-x 500 ~ w x 500 1500 2000 2500 3000 3500 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE FIGURES DENOTE THE PEIKENT OF TI ME THAT VISIBLE PLUME UTENDS TO CONTOUR FIGURE 2.3 -13 PREDICTED FREQUENCY OF PLUME 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 ..J... ..J 0 z 0 J; J: 1000 500 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 FIGUAES D£NOTE TH( P(llC(NT OF TlllE THAT VISIBLE l'l.UllC EXTENDS TO CONTOOA FIGURE 2. 3 - 14 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR W, WNW, NW. NNW WIND DIRECTIONS* SUMMER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
0 z 0 er Cl... 0 c(
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~00 0 '---------'~~~-'-~~~-'-~~~-'-~~~~~~~~~~-'-~~~-'-~~~~~~~ 0 500 1000 1500 2000 2'00 3000 ),00 4000 4500 5000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURES DENOTE THE PERCENT OF TIME THAT VISIBLE PLVllE EXTENDS TO CONTOUR FIGURE 2. 3 - 15 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR ALL WINO DIRECTIONS - SUMMER NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-U NIT 2 FI NAL SAFE TY ANALYSIS REPORT
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1500 ~----.--,.----....-----,r-----.---.----,,----1---,--11--1 1000 500 1.0 5.0 1.0 HORIZONTAL DISTANCE FROlll TOWER - FEET NOTE' FIGURES DENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EiTENOS TO CONTOUR. FIGURE 2. 3-16 PREDICTED FREQUENCY OF f'LUIAE OCCURRENCE 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
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1000 OL--------'~~~---'-~~~...._~~~_,_~~~"'-~~-----~~-"~~~-'-~~~-'-~~---' 1500 2000 2500 3000 3500 0 1000 HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURES OENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTEltOS TO COltTOUfl. 4000 FIGURE 2 : 3 -17 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> w 0 Cl) I-500 C> w NOTC: FIGORCS DENOTE THC PERCENT 0' TIME THAT lllSIBLE PLUM[ EXTENDS TO CONTOUR. I. FIGURE 2. 3-18 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... I g ...J 0 z 0 Cl: w 0 ID c
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15~00~~~2~000':-:--~~725~00:-:--~---:,~o~oo=--~-:,~500;::-~~4~000~~~~4~500;::;;-~~-;;;;5000 HORIZONTAL DISTANCE FROM TOWER -FEET NOTE. FIGURES DENOTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTENDS TO CONTOUR ,--~~~~~~~~~~~~~~~---1 FIGURE 2.3-19 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 _,... 0 z ~ 0 ~ m... .... x x 1000 0 0L.._JL__J'oo~~~-,o~oo~~~- ,,Loo~~~2J ooo ~~~- 2,~oo~~--:3~0L oo:--~----:3~,oo=-=--~~.~ooo ~~~~.~'°°
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HORIZONTAL DISTANCE FROlll TOWER - FEET ~on flGURES OENOTE THE PERCENT Of TIM[ THAT VISIBLE PLUM[ EXTENDS TO CONTOUR FIGURE 2.3-20 PREDICTED FREQUENCY 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
I .J ...J 0 z 0 0 ID... x
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500:;-~----:4~000~~~~4~500;;;;--~~;;;::50,oo HORIZONTAL DISTANCE FROM TOWER - FEET NOTE: FIGURES DE!;OTE THE PERCENT OF TIME THAT VISIBLE PLUME EXTENDS TO CONTOUll. FIGURE 2. 3 - 21 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 0
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~ CIC " w 0 ID c .... x ~ w 1000 500 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£ THAT VISIBLE PLUME CXT[NOS TO CONTOUR FIGURE 2. 3 - 22 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR E, ESE, SE, SSE WIND DIRECTION 3 YEARS NATURAL DRAFT COOLING TOWER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
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1000 1.0 ~00 Q L-------'~~~-'-~~~-'-~~~-'-~~~..._~~~'--~~--'~~~-'-~~~-'-~~~- 0 &00 1000 1100 2000 2SOO SOOO 3SOO 4000 40.00 6000 HORIZONTAL DISTANCE FROM TOWER - FEET HOT[ rlGUAES DENOTE Tit£ PERCENT OF Tiii[ TltAl VISIBLE PLUME EXTENDS TO COHTOUll. FIGURE 2. 3 - 23 PREDICTED FREQUENCY OF PLUME 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 _, 0 z 0 II: C> 0
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- c 1000 500 00L__JL.___J 500 L-~~-,o~oo~~~-15Loo~~---:2~000:-:-~~72&~00:-:-~---:,~ooo==-~--:,~500::-~~7.4000::;:~~~4~5~00=-~---;5~000 HORIZONTAL OISTANCE FROM TOWER - FEET NOTE:
flGURES DENOTE THE PERCEl<T OF Tiil[ THAT VISIBLE PLUME EXTENDS TO CONTOUR. ....-~~~~~..,...-~~~~~~___, FIGURE 2. 3 - 24 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 SAFETY ANALYSIS REPORT.
I _, 1000 0 z 0 a: 0 m c... 500 x
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1000 1500 2000 2>00 lOOO l500 4000 5000 HORIZONTAL DISTANCE FROM TOWER - FEET NOT[' FIGURES DCNOTC THE PERCENT OF TIWC THAT VISIBLE PLUM£ EXTENDS TD CONTOUR FIGURE 2. 3 - 25 PREDICTED FREQUENCY OF PLUME OCCURRENCE FOR ALL WIND DIRECTIONS 3 YEARS NATURAL DRAFT COOLING TOWER 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 ANALYSI S REPORT
'-"l l..._.,,.,.,. *o ru r~ ZOO LAKE 100 / ONTAR I O u AVERAGE ANltUAL WATER DEPOSITION !LB/ACRE/YR) ltlAGARA MOHAWK POWER CORPORATION NINE MILE POINT*UNIT 2 FINAL SAFETY ANALYSIS REPORT
u u I M ONTARIO .01
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- ~ b 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~. .05 ONTARIO /.. u
- 01 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
LAKE . 01 I ON TAR IO u AVERAGE MONTHLY SALT DEPOSITION-MARCH ILB/ACRE/MOJ NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT*UNIT 2 > FINAL SAFETY ANAL Y'S IS REPORT
w ONTARIO NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
ONTARI O u .
- 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
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. 001 tM M ONTARIO u H 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 .001 ONTARIO NIAG.O,R.O. MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
ONTARIO .001 ~~~~~~~~~~~~~F~IG~U~R~El2r.~32-~37!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 ONTARI 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 MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
.05 L' AK E \\ .05 .01 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 Kilometer s l Milee FIGURE 2.3-40 2 2 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 N 0 1 2 3 4 5 Miles 0 l 2 3 4 5 6 Kilometers .**/i:'** ~Efk~AR POWEJ:J.L--'t--7 NORTH ROAD 1-----i~INLAND TOWER 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
-+- SITE 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
H l ONTARIO I <t'/ / I GENERAL AREA TOPOGRAPHY TO 50 MILES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANAL VSIS REPORT JUNE 1983
0 5 10 IS 20 25 30 35 40 45 50 260' LAl<E EL 4r;; l!:lJ' 271 1 3otf ze,r/ USA CANACA zso' LAK< ~I 2:A.CI 250 348'.4; I 15' NORTH ECTOR 5;/J' 4&} 4001 soo' 500 zoo LAl<E EL2461 z5d 291' 11'.1S - 33'.4S NNE SECTOR 1:00' ~ ------ IZCIJ' 'tCIX>' -=----- I~ ooo' 1000' 500' ~* 260' 33'.4!> - SG.IS NE SECT PR 1900 1...v I ----- ~ / I .. ~* 1800' 1070 ~ ~ ~ ""'I 347 5G.1s.. 78 45 ENE SECTOR 0 5 10 15 20 25
- io STATUTE MILES 40 45 50 FIGURE 2.3*43 MAXIMUM TOPOGRAPHIC ELEVATIONS (NORTHEAST OUAORANT)
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT3 JUNE 1983
0 5 10 15 20 ZS
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35 40 45 {50 1500 1 /ltoo' 18001 1700 1ZIOO l'lfX!' ~ v - 12001 5'0 -*-' _,/ 260' 75:45.101: 15' EAST SECTOR iooo' 1000 120Q I 9001 so/ 6931 700 4851 lW' 1or 1s'-123.4 ;" t.SE SE1 IVR I v 1212 1000 / ~ qf5d 5101 500' sod sod sod 26"' IZ3'.45'- ".fS' SE SECTOR 187b 1602. 1 ~ v 1000 1 soo' 5<13' 4331 4U' soo' ,/ 500 FIGURE 2.3*44 z"r! 146'.15' - 168'.45' SSE SEClOR MAXIMUM TOPOGRAPHIC ELEVATIONS 0 5 10 15 20 25 STATUTE MILES 30 .35 40 45 50 (SOUTHEAST QUADRANn NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FNAL SAFETY ANAL VSIS REPORT AMENOMENT3 JUNE 1983
0 5 10 15 20 25 30 36 40 45 '!IJ I 162d 1476 1009 1 !063' ~ ~ ().?I;)' 510 1 I !BJ' 506' 2.W--- 407 G06 16645-191°. 15' SOUTH SECTOR 568 1 562' ma' 540 1 514° 450 1 472 1 I ..w' 413 2.C__. 191'.IS' - 21.45' $W SECTOR 006' 595 1 soc' soc' .,,,.J ~ 2£1J' 430 1 391 282' 296 1 213: 45'-23~ 15' SW CTOR 651 1 soo' FIGURE 2.3*45 2!1J' 395 1 405' 260' Z'!IJ' 2so' 2so' 2'!/J' 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 NDM AME EN T3 JUNE 19B3
0 5 10 15 20 25 30 35 40 45 50 200' USA CANADA LAKE ONTARIO f*FPROX M AN LAKE ELZ.46 1 ) 258'. 45-2 1.15 WEST SEC TO~ USA CANA JA z!ld zoo1 LAKE El z4r,' 308 289 291'.15'- "" *.45 WM SECTOR 2601 USA CANADA 2841 465 4"' LAKE B.2461 250 1 303'.45'- 3 Eo: "' llW SECTOR FIGURE 2.3.. 6 USA CANA A zsd 30j -;s;,d ' "KE EL 2.46' MAXIMUM TOPOGRAPHIC ELEVATIONS 2126'."'- 348'.45' NNW SECTOR (NORTHWEST QUADRANT) 0 5 10 15 20 25 30 35 40 4 5 50 STATUTE MILES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT3 JUNE 1983
I j.. TOP Of llCIOUt~)
- if:U!!._:.KGT----------
§ J c lllllOCl'S eournEAST lfUW tOJJOFIWW ti.~n3 ~ .. o.-1e.<J01lt(.o;IJQ ~-c;.c; 0 '""""tlY~ t
- 4'l1\\~Cli# ~
~
- C.Jt~..
>S x~w~ C()QU*f('1 1~*QL )~ C.a.tthO'-Ct~ ~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 ~ 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 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
989--- 996 50(27) ..... _..,,,"' /, 66.7(36).,,.,..,,,. // 50(27)"" 1003 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
- 2) THE STORM CENTER WAS MOVED ALONG THE PATH SHOWN ON FIGURE 2-7 OF REF. 7.
FIGURE 2.4-4 RELATIONSHIP OF OVERLOAD 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) x ,LOCATION OF STORM CENTER AT ,CORRESPONDING TIME 1 ._~F~IG~U~R~E~2~ .4~ -5;.... ____________________ 1j DESIGN PATH OF PROBABLE MAXIMUM WINDSTORM I I
- 13.
HOUR OF STORM (0 HOUR WAS SELECTED 11------------------'1 WHEN STORM WAS LOCATED SO AS TO 1HAVE LIMITED INFLUENCE ON 'LAKE ONTAR!Ol NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANAL'vSIS REPORT i _}
N s1 9l1 ZONE1 t!.OTE:. 0 10 20 30, 401 so,so I I ~ -, I I S ALE*KM
- 10.
21>
- 30.,40 A
¥ - A SCALE-MILES ZONE2 \\ P2 \\ ' ~2 D'2 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 OF EACH ZONE AND THE PRESSURE GRADIENT WAS MEASURED BETWEEN ZONE BOUNDARIES. KEY P-PRESSURE S-WIND SPEED D*WIND DIRECTION S3 \\ q'3 \\ \\ P3 ZONE3 l ' FIGURE 2.4-~ ZONES FOR METEOROLOGICAL PARAME:fERS ON LAKE ONTARIO NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT I
~ r :001
- I c:l, 80
- W W J
.-6~ Ill I Q
- z i !
- ~
a:: W
- I-<
~ I : 20 a:: W I o\\ 0 0 1 2 4 6 6 10 12 14 16 18 3301
- a -
~ w 280 a:: 0 **- w ,_23~ c z 0 ti w 180 a:: ~ ~1~1.L
- o
- 2 4
8 8 10 12 4 18. 18 -~-- TIME, HOURS NOTES :
- 1) VALUES ARE FOR ZONE 3 ON FIGURE 2-8 OF REFERENCEll.ANO ARE LISTED FOR EACH HOUR IN TABLE:-2-3 OF REFERENCEt7.,
- 2) THE OVERWATER/OVERLAND WIND SPEED RATIOS
.(TABLE 2*2) OF REF. 7 HAVE BEEN APPLIED TO THE.OVERLAND WIND SPEEDS SHOWN ON FIGURE 2*6 OF REF. 7. ' 20 20 1160 a:: r'- I ~ ~140 I~ . ci ~., jw. ~ I/) 80 jc I~ L L6o .~
- a::
r4o ti!! 1< l2o .~ I~ 22 24 26 28 30 ,-32 -22 24 28 28 ' 30 ~ I 32 FIGURE.'2.4-7 PREDICTED WIND SPEED AND DIRECTION FOR EASTERN END OF LAKE ONTARIO DURING PROBABLE MAXIMUM WINDSTORM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT ~ - - ---- - - --
UNIT I UNIT 2 11~11U.!llt (!)-----a1Ulot FIGURE 2. 4-BA-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] 270 SITE GRADE ( 0.260) (263,260) 260 ~------o 250 (264,246) (388,240) 254 240 BLUFF 230 220 ~ ............ "";;::;7;......................,:(~1 1:00:*~23~0~):;;:--........ i M = 71.2 (1525,220) M = 20.7 M" 42.5 210 200 0 500 1000 ./"'" EXTRAPOLATED ~ .....(,_ (1925.204) M ~ 5 "'.'M.., 1500 2000 FIGURE 2. 4-88 TRANSECT PROFILE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT~UNIT 2 UPDATED SAFETY ANALYSIS REPORT USAR REVISION 0 APRIL 1989
K LAKE ONTARIO Sf TE MEXICO 14 ADAMS + JEFFERSON COUNTY f'ULASKI 3 OSWEGO 8 + ORWELL COUNTY 5 FULTON ENTRAL SQUARE FAI ~HAVE 13 I 15 RED CREEK woLcon I 12 WAYNE I COUNTY I I I + CATO. \\ I .____-----} I CAYUGA ~ COUNTY \\ SENECA I COUNTY 1 LEGEND: SURFACE WATER GROUND WATER SPRI NG STATUTE MILES 5 0 5 'NOTE: DATA DESCRIBED IN*TABLE 2.4-9 10 I '] L, \\ ONONDAGA COUNTY FIGURE 2.4*9 PUBLIC WATER SUPPLIES IN VICIN ITY OF SITE NIAGARA MOHAWK POWER CORPORATION I I I \\ NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT z 0 0 a - UJ z 0
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
.,.l I ----- 1 . -r t * "'.., f SSW -~ ...~,_.."'............,
- ... ":..:Z"-*U*(*TI
- tl.."-'tll.a ~
...... _..., *1tt:* ~=~ *.....,... Ith NNE Ct NC~ll(O &COLotlC CRO$S StCTION HtAOAllA MOHA\\10f "°Wt~ COftfl>OltATIOH NINE MILE POINT
- UNIT 2
WEST = Pl-2 Pl-4 (,,.0*.11'.CTIOl OSWl:IO IANDSTON£ Pl-3 too 110 IO I
1------*
Pl-I TfllANIJTtON ZDNI I
1---1-------
uNrr..,.. 1 9 I I
---1- -----
uw1r-.* wrc11101C auur FOltttATM>M UNIT.... b HORTH TUHH£L ROOF -l--9lit' 0 IO to .0 40 FRT FIGURE 2.4-12 EAST TUNNEL ROOF f:AST TUNNEL llLOD" Pl.DOI' Of' SHAFT Cl!l.. IM>') GRAVEL PACK TO !L. 119' 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
~.. II z 2 !C > ~ wt:sr - "° ~ oewno 1 a C:STOMI - -------------- ------ ----~-- ~; :~ ~l~:l~lll~ltllllllll~~~:~1~~};;;~1~~:*.:1;ii;~!!!!i1~1:1111f UMIT"I* "" ~ ~ WllT-C" l40 ~ 10/lf..... .,~ ltO.... r~
- 1/17/.0
-~ 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 $H4TTl!'llt!O ltOCK l !:'T IN Pl4C!: DRAWDOWN PROGRESSION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
0 HEAT BAY TURBIN BUILDI G ELECTRICAL NORMAL SWITCHGEA BUILDING 100 SCALE-FEET A I LDING CONDENSATE STORAGE r---
4--TANK 200 BUILDING+--...
A' I I NORTH AUX BllY I I I ! I REAhOR ~---~-+-------- BUILDING I I I I I SOUTH AUX SAY I I 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 f-1 1-0 11 247.50'
- *.. "" ELECT"ICl 240 - *....
- . : 4..
CABLE 230 '_..' * ** PROJECTED ELEVATION OF 551 'CAPRDCK' TUNNEL VERMICULITE t; 220
- THIN SANDSTONE BEDS, SILTSTONE ANO
~ -i'-o" SOME SHALE ~ 2101--------l"L 200 .., -J---
- VERMICULITE
~ 190 - GROUNDWATER ~* REACTOR w TABLE ....: i.- j1... 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 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
MASTINOS \\ \\ \\ 80 KM \\ 0 MtlKOIAY J -,~**"""* I _---J I I
- l.U'~ -
'Ul lfo'!lh NOTE NUMBERS REFER TO TllBLts 2.4 *1 I AND 2.4*12.
- SITE 0
10 20 . SCALE-MILES ? 2p
- p SCAL E*KILOMtT!RS
\\ ---...:*--~.-...l~=-=::~ ~~~~ ' h L - - - ~-:;.:. - -..._ _ _., FIGURE 2.4~16 WATER SUPPLIES AND INDUSTRIAL USERS ON LAKE ONTARIO WITHIN 80-KM REGION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT~UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT3 JUNE 1983
LOCATION MAP N NMPP/ FlTZ NMPE flTZ l Q JAMES A. FITZPATRICK POWER PLANT NINE MILE POINT UNIT 2 U:GEHD: INTAKE 0 DISCHARGE T DIFFUSER NMPW: NINE MILE POINT WEST NMPP: NINE MILE POINT PLANT 0 0.8 1.6 (1 ml) KILOMETERS 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 60 w
D. ~ 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
LONDON BUFFALO PENNSYLVANIA 80' 78 ' CANADA UNITED NEW YORK SCliEHECTADY <1J> ALDANY 74* STATES VERMONT 25 NEW HAMPSHIRE 0 25 SCALE IH HI LES fl.fGIONAL LOCATION ~AP so NtAOARA MOHAWX POWER CORPORATION NINE MILE POINT - UNIT 2 rlHAl IArlT'f ANALYltl RlPO" f
44* 37* SOURCE: 85" I 1 I I I CENTRAL LOWl.AHD I I I /~, I r"' I I I ~.J } __..,, I) -~ I I I I I I I I Reference 1 77* Cf\\HAOIAH SHIElO o.__,_ql:::o=::2~q. 0_3_qi::o=::::::l410 M I LES SCALE F IGURE ' 2.5-2 REG IONAL P~IYS I OGRAPH IC MAP NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAF'ETY ANALYSIS REPORT
()tPlAfilATION: 11~3,~::::*;;::l ~ ~ ~ ~ lllBll CRETAtEOUS, 1£k11ARV. AND Q_UATERNfl.l\\'t' TMIASSI~ ANO JURASS IC flEIVH AH fENKSYLVAMt/IM ~ ISSISSIPPIAN ~OEVON I Afrt OJ)) SILU~IAH CJ CM(IUAH AND 0111'.>0V I Cl!'N ~ U!iDIFFEROfTIATEO METAMORPHIC = ft()(~S t;~-f_~~g.j PllECAK81\\IAH ........... A' l l~f, or CROSS S!:CTIOH (~ITll \\l!'LLS) fORMTIOH CONTACT SUll*PROVINtE BOUHOAR.Y OF
- "';~*:-*.::~. i1~.. ~.t*r.~:*f~... *~*~* ;.!. M~lk!:!.!~#~tt~~~~~~.lh~::t~~~4J.~~;::,,.:.-.~"'
0 IQO Jen 0 &OU.AC£: ne,.reraete a, 22 1, 222, 2u GEOLOGIC PROVINCES QF THE SITE REGION f.ENEltAL IZEO R!C IO*At GtOLOCY MP IOA.GARA MOtui"t~ POWER COt'Jl()ltATrO" NINE MILE POINT* UNIT 2 FIMA\\. IAf(TY AN.ALY-Sf$ RCf'IOAf
,!-J /
t ~*--.--
- ..':. ~-:
~*
NW z 0 J B o-J ... ~ ~ ~< wo ,J ~ 0 l! w ~ i-a!: w ~ w
- 0 LAKE OHT Ak I 0 01"'
Ot SOHYfA Og GENESEE DEVONIAH Dh HNU LTON {l9S-3itS al I. years ) Do ONONDAGA ' ORISKAMY Dhg HELDEP.8ERQ s, $.A.LI HA SILURIAN s, LOCKPORT (~lS *l9S *II. years} Sci CllHTOff Oq QUEEHSTDH Do os-~co .... LOR,MI HE 01\\00VI CIAN o, Tl\\EHTON (SOO-~lS mi l. "") Dbr &LAC~ AIY(~ Dbk 8 EEKllA.'IT0\\11< THERESA CAM811.1AH POTS OM (600-soo., 1 *.,. **,,, PUtAKBRIAH PE GRENVILLE BASEMENT SOURCE: Refe.-o.nc* 11, 223, 22.5 <O 0 N ~ J J ~ 0 NOTES : LAI<£ OH.EIOA Oo 01"' Dt Dbr... CRl NVlllE 8ASEKENT 10 io HORllOHTAl SCALE IH KILES VERTICAL tXACGERATIOH Sl )( )0 I. IHOIYI DUAt. FORMTIOftS WITll lN A ROCK UN IT s, AR£ UNDI FFERENTIATED, UNLESS OTHERWISE SHOWN.
- 2. LOCATION Of CROSS SECTION SHOWN OH CENEl\\ALIZEO ~CIONAL GEOLOGIC MAP.
J J~ Dh JO g~ Do J"' J ~~ ** Dg ~ w t:'. ~ i w J.., C!NEll.ALIZEO REGIONAL NW*S£ GEOLOGI C CROSS*SECTION 8*8! Hl.AOA!ltA WOHAWIC JIOWflt COllU1*CNtATIOH SE B' +1000 0
- 1000
-2000 -3000 -~000 -SOOD
- ~ 6000 NINE MILE POINT - UNIT 2 "HAL SA,nY AHAL VIII fltlf'OftT
PERIOD MAJOR GROUPS ANO FORMATIONS I 0 OUAT!A... AAY 0 T ERTIARY N 0 z I' w 0 0 CA£TAC£0US HI A rus 0 JURASSIC N TRIASSIC STRATIGAAPHtC COLUMN 0 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 I k N APP $ffAl.C LOCAl( CJ 12: 1Ul($ POCONO SOllTM r* 114( Sill ~ 346 mll.)'*
- r
- COl'f£Wo\\Nf 0 StlAllt I
fLIY,.., l V~ltT'fl l I ICC> SC001(1111 CONNEAUT $ HAL £ f - - - CAN AOAWAV IHALI I I f .tAVA $ AN0$T0kt I
- I Wl t T PAt..l l IAHOITOkE" I.__... I t TM 711'WIUC Oli:VONIAN SO#'tC& SHAl..l.
I I s.,.! SJCTIOlt U:h-~ O tlNlSI:£ SHALE: I o\\f f lll Sift I TUL LY L I YES TONI( I !~~ I I '-- ,,. ~ HAMii.TOM SHALE I OHOHOAIA l l Nf l tON( I I f I l! Hll.OIJll llllO LIN.l t TOH£ I I ..._ SOS mU.yoart ~!)1 I AK!tOH 001.0I TOHf I v ~ OAlfll.\\.UI I HALC I 0 IALI HA I IVlll4CUIC. OOLO STOM~ ~ "" 0 I Vlll:MOH I MAt.t I
- ,.c<* ( Ol.11114)
N I 0 1.0CK~OltT 001.0STOHC I w I Lll'OCtH!ST!N $MAl.E ...J SILURIAN I I UllOHOfOUOI T I MAl.l I
- 0.
Wll.LO'WVAll I MAt.t I CL INT01'4 I AAUOUOIT t A1'40STOHl I OOUI IHALI. I I WA l llt'OTON l.INEITONI llCOO*K tAHOITONE YIOINA I tlt lN SI Y IAHOITOiil 'lllHI fH.POOI. SANOITl>>tl ~.,. 11111,y**r-* - I OU!fNSTOH SANOITOH.l OIWEtO SAMOITOHt t.OfUIAI Nl I PULA9WI S tfAt.E WHITITONt GULF SHAl.! ORDOVICIAN
- UTI CA 9 ttALt TltEHTOH I t.AC* ftl'l[lt l l lKtfAHTOWN TRl81!S Hi l t. t.l,.E1 TOH I L.- 600 mll.yeara -
I L ITT&,£,......... 0 0 1.0 STO.MI OAMllAIAH I THCRl9A OOLO.lJTOHC I POT AJil IAMOITOH! 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 NINE MILE POINT-UNIT 2 I FINAL SAFETY ANALYSIS REPORT I 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.TSl.S
- <<Niil
1? -*-**-11fmu. r "'lo>""".. _ "_....,... _...,._ SOtlltU: ,..,.,~.. s2. to, 12. se. 10. 121, 221
- =
......:.* ---, *r*n.. AEROMAONETIC MAP OF H'E.W YORK
- 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: R*hti*nc* J MILE POINT - UNIT 2 '1HAl, $A,-(Tf AHAL.\\'919. fl(f'OllT
O.,p < .... ~ u.... m a o~ < 0 ocd> 0 t:::l 0tsc9 ~ 1: ") \\
- 0_9, CP SOURCE:
Reference 17 x "' 0 0...... 0 0 N u V> 0 0 0 u 0 ~ u V> "' u
- c u
0 0 0 u ~ u V> z 0 <I: x x ~ ~ 0 x.... FIGURE 1 2.5-11 ALKALIC IGNEOUS ROCKS OF WESTERN APPALACHIANS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
11:t10!llC PfloYltlC( ICK!llMU $t.*~'il~ IOUoiWV (l(-.oll1c Wl!t.Wn '!06\\f l (~ Ml!CA&.t.-1 l'W'l\\il fllOf SOURCE: h!lJfll... 0 "' 0 0 " 0 c IV AAO V 0
- 11 AHO 111 c
__ boo_,_ Rtt*r*nc:ff 21, 2:21*2st \\ ** ~.J (..*
- AO,,,llA MOHi\\iWA f'OWt llt ~AAUOH NINE MILE POINT - UNIT 2 AMAL &Mt!TY._ltL l'Slf MV'Of!T
SOURCE: R~5t, so. f!, 70, 1~ 22.5, 23* l STRUCTIJRE OF PRECAM8R CONTOUR MAP IAH B-'6EM£NT, Hy
KtYt f""'l U.3.GA 15* OUAORAWC.l.E l >\\-, rAACTUflE sere 1.-~.i r ***1 J X j AHTta.l~,t.L,6.)(11 t...... : lOCAftoN 1souRCE; ~R!!*~~.. 6~\\~.!M%.._.94,. 2lt.~*1~ I LAI<£ ON TARIO y E W 0 R K I REC IONAL OISTAISUT I O~ or VtRTICAL TO HEAR VERTICAL FRACTURES HIAGAlllA MOKAWk POWlR CORPOflATION NINE MILE POINT - UNIT 2 ,.N.AL &A,nY ANALYlll llllf'Ofl:T
potllls I I% ott11 XEY: I 0-2 t 5 l *IZ > 12 FIGURE I 2.5-15 CONTOUR DIAGRAM OF POLES TO 42 SMALL FAULTS IN CENTRAL ANO WESTERN UPSTATE NEW YORK NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
c:J ---==--=-=- o -:=.....,... _-_ o-=-~=- o--- -* o -- ~) !.'. ~*.*. rj I " '** t= .J.... _ r ' I I I I I I I I
---=- §-=.::"" __ _ D -..::---:-.;:_ o---- o -- =* -=..*::::.= = - =-::::=r-""':""
- t r:;.:
i~ ~. / 'I /:
- L..... -
-*------{w f I - / I r I I I .-.(:In / I I,
K 44°+ '.i----{*-. iii/. ) ,-*r.~.Y: i PA. 1t1°+ I 81°. I EXPLANATION : @ SAND SPRING, HA. LEBANON SPRING, N.V. NOTES: I 78° ADIRONDACK MASSIF SCALE 0 500 KM (310 MILES)
- 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 TERRA IN ANO PLEISTOCENE CL1MATIC FLUCTUATIONS.
SOURCE: Reference 96 F IGURE 12.5*18 HEAT FLOW IN NEW YORK ANO PENNSYLVANIA NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
EXPLANATION; B-- KE TREftD I NC LI HfMEHT
- 000* 00 "'" H'll TRE~OIHG LINEM ENT R(Q I OHAt. 80UOU£A CAAVITY AHOhAl'f Mr COWTOUA llfTEftVAL
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StALE 0 100 'KI LOH£TERS SOUACt! Rt,.,.l\\Cft 40, 72, 242 FtCUl'IC t,&.10 CROSS*STIUK£ LtHEAHENTf> OF PEtO~.S-Yl VAN I A ANO NEV YOAA Mii.OJ.AA >>ONA'#IC POW(R COl'IPORATIOM NINE MILE POINT -UNIT 2 flMJ.l $J.FCTY AMAt."SIS 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 'l'OU!(tiCfl DEPOSITS- --i-- MJOfl AtfTICLUIE Dll AATltllNORIUK --i-- J1/WOR SYUCLIKE OK SYllCLl"OR:IUtt --it--- + ~- - ~RCH SHOlll NC Ai'PROXIHAT£ LOCATION OF A.XIS ti I CH-ANGLE f'AUI T l(MO\\m: ~AAO\\IS $H~ flCl.-A"TIVt ~OV~H(:H r. OltSHED WMERf APP~OXl~lClY LOC4TE~ O~ COVtRE~ SY YOUNClR. DCP0$1fS LOW-AHCLE fAULT SAWTEtnf ON !J?P£R PLATE.. OAS>>EO "'1E~E COVERtQ ftV YOUHC£~ Cli'.POSlfS NOTE: alAC~ QUAOllAfil'S o~ roc~L Hrctf.ANIS~ SQLurtbN$ 1Nb!C~l£ COHPRtSS ION, 8lAHK QUADRANTS INDICATE OltATATION. SOURO'li; Ret.:twncn 28. 111, 170, 122, 11A, 181 ~ ( rotAL kfCHAHIS* SOLUTIO*S (l.OWCR llttt1$P.. tlt1 > NOflTl!EAST U.5.
- SOUTWEi4.ST CA.NAOA N.tAGAlf.A MOKAWk POWU COJIPOA6TIOH NINE MILE POINT - UNIT ~
,IN6\\. S..t.F(TY ANALY$18 REPORT
,nrt1o111rr.10 * ~cu f<U. AV.t.11.A*.1.CDAU _, **.ft.u 1U " ?1'1!'? .......__,-"/ --**.w... ~ ... '-"' 1'1Mt!1.... ~ ~--*- *.,,,.i.. SOURCE: Rtttft nct1 2*3, 2U CANADA LAKE ONTAR/<) INYERPK£TAf10H OF VERTICAL CRUSTAL VELOCI TY FOR LAKE OHTARlO ~ EGIOH ~ElATIVE TO CAP£ VIHC£NT, ",Y, rr0,10 A_.,A MOHAt;JI P'()Wf " CO'll"OftATIOH NINE MILE POINT - UNIT 2 ,lflf.t.L SA,FCTY.&.NALT$1S HE~ T
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500 /!SO /---- / .~/. UPLIFT CURVE FOR OTTAWA* MONTREAL AREA 1 I I I I I LAKE IROOUOIS, II {., ONTARIO BASIN I IOO.. /lLAKE LEVELS '" " *' II I THEORETICAi. UPLIFT CURVE L FOR SITE S~E I 0 0
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FIGURE 2.5*28 ~ITE LOCATION MAP SHOWING GENERAL CONFIGURATION OF BEDROCK AND LOCATIONS OF KNOWN GEOLOGIC STRUCTURES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS DECEMBER 1983
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SUBAERIALLY EXP.OSEO SURFACE WITH MUDCRACKS-PLATEY PEAT S1LT--- MARL ~---1 SUBAQUEOUS EROSLON SUR~CE ICE MARGINAL LAKE TILL BROWN UNCONFORMITY - '60Tti 6 Q.tl 0# UNITS OtlHVl:O,,.0.. A C.OWllltAltOM o* lt.ADIOM.11RIC a '1ALTNOU>llC OATIRli, SOURCE: Reference 94 -~--
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ESE ~ ~ r;.:"11 ~ D f;:;;:J ~ ~ * ~* !IU - .. Ulf- --- **1.1 ...... 11 -- '*""'** (>**-
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CONTOUR DIAGRAM OF POLES TO FRACTURES IN THE COOLING TOWER PIPING TRENCH OUTSIDE THE FAULT ZONE f'IGIJ".f 25*30 STER£0C!Vtl4S OF POLES TO FRACTURES IN THE COOLING TOWER PIPING TRENCH OutSIDE lHE FAULT ZONE lrOAc.l.ftA MOH.lWllC POWER CQRPOA.ATJOH NINE MILE POINT* UNIT 2 FIMAL $AFtTY.UU1LYStS A(l'QRT
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SOURCE: Ref.rt~&* -*,.,._....,."*-- lfl*._...._ -* SOUtH W,l.ll WEST WALL
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~ oe !-~~--... 8':1 FIGURE ! ~-,18 ~ ~ * ~ * - 5 I j I. ' ll I - 1i ~ ~ ii l! GENERALIZED BLOCK DIAGRAM, EAST WALL, TRENCH 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
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z l! FIOURE 2.5*50 GENERALIZED BLOCK DIAGRAM, WEST WALL, TRENCH 5 NIAOARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT ~ w 8 (,) c a: ~
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- -.t-*llC(lt**--
CROSS SECTION l - 2 EAST WALl, TAEHtH 3 NIAO.AJIA WOH,AWI( PO'*(lt COft~ATJOll NINE MILE POINT - UNIT 2 ,.1111.t.L S~'fT't A'9ALTSIS *tPOJt*T
~~i ~~~N~.. ---l ( SIM.UOIW'WIC' SO'Nl.loT!-Ott !IC nu t 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!ml ~ai.1.1r*d '20 1Mt1.sway h-or11 thn fl)ult plol'l4J NG10$1 C 1 J Otspla,..,.nt* $ ho.In noar too of 1ht ~<OCk oro tiesto on obfs01"Vet Ions. 1Mde ' n irencti ::.. t2J DispteGtlf9nts sriown In llll<Ol"'1-otlat*o secSllM'\\t* lncl\\lllt1-.cil'oc.llttal fJtX\\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: Reference 94 I ~INE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
~~:~Ne - IS ~ I I ~ 0 1 .... ° [l(.P\\.AMl' IClll1
- fif1'111TIV"""'e *h'11_, *n11m * *J-11t I*" **1111 111-.
o.Stretlor.,,.te ""-'
- Hu.,,. ~ '"" *** fnis thll '**It **-*
liOTl*
- 111 1>'*111*-h *~ '"°'r t<<i ot t"41 o.4ro<:' *r. k.., Oii ¢MtY1t l -
" 4* 111 ll'WKtl ** SOURCE: I Reference 94 sn~*H*llRN't1 !t srPAUATU~,,. FfO ~ 0 FIOURE 2.5*53 i DIAGRAM SHOWING RELATIONSH I P BETWEEN ST RAT I GRAPHIC DI.SPLACEHENT AND DEPTH IN BORINGS T-4-1 THROUGH T-4-12 NIAOARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
s 0 A SOURCE: 1 Reference 94 N Tep of Bedrock
- ............. *.*,........ :.*........ ~ * *r: *.*
STRATIGRAPHIC MARKER 1 5.5' Cooll119 Towtr Fo*lt 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 THE FAULT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FI NAL SAFETY ANALYSIS REPORT
SSW NNE DEPTH 0-.---------------~.,....-----------------
- 0 0tl c.~~
0 ~ ..,c 25 50 100 125 150 ZONE OF FLEXUR/\\L SHEAR DISPLACEMENT
- OVERBURDEN "
c 0 o,.oci..<::.o ea a o OSWEGO SANDSTONE ( >.) TRANSITION ZONE OF OSWEGO SANDSTONE PULASKI FORMATION 200 ____ l __ ------------------- WHETSTONE GULF FORHATI ON 225 F IGURE ~-5;55 250 REVERSE SLIP DISPLACEMENTS DUE TO BUCKLING ON COOLING TOWER FAULT NIAGARA lolOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT lsoURCE: I Reference 94
SSll \\IHETSTOME GULr ~ FOMATIOM ~ llNE <Al LOCATION OF INITIAL BUCKLING INSTABILITY SSW l OWfA SHfAlll PLANE OEVELOPHENT SOURCE~ R-4tt*nc* 94 (0) ROTATION STAGE SSW NNE -....:C....."'-'-'-'f-.....:.....;.....:...-'-'-.....:.- COMPRESSIVE r IHOUCCO j BEHOIMG HOHENT STRESS OS-WEGO SAHOSTOHl <= )./z OEVELOPHEHT DCJWH\\,fAIUI PROPAG.ATIOM lBl DEFLECTION STAGE Nl~E SSE SSW SUl\\FACE NNE
- .*;.*. '1>::: *.*
- .**~*::.1 **.......
SlABL( ZOHE £ VOIO CC) AMPLIFICATION STAGE NNE £QU IL l9RIUH DEPTH ------+---- ~.:.. 1 ";;;.*;;;*...cu- =-:"
- .._ _______ _ -1 (E) STABILIZATION STAGE HECHAHICS OF BUCIU.ING OM COOLINC TOU'tR FAUlT NIAGAM.A MCIH.AWJI J>QWtR C:ORPOKAT10H NINE MILE POINT - UNIT 2 "fNAL 5Af£TY AHA\\.YSIS RiPOftT
H f SSW A 0 IMOUHO SURFACE ..,...-~- \\_ -=--=------ OJTCH
- ~~. ~ =-=--*
FAULT 1 COOLING TOWER FAULT JAMES A. FITZPATRICK NUCLEAR POWER PLANT 0 dO JOO,,,, r!OflllOWTAL KAL.t 0 1$; llO VtlU"ICA.l SCA\\.( KEY ; CJ OVERBUROEN c::::i osw£oo SANDSTONE f'i-:- d PULASKI FOltMATIOH ~ WH£TSTONE GULF FORMATION ~ SENSE OF SHEAR STRESS ACTl<O I< PLAHES PARALLEL TO FAULT \\ll. AHO BEDDING IF cr,,..1 Pl.UNGES SOUTHWARD LOCATION MAP OF CROSS SECTION &OUROE: A*Mf*~l4 8AR0£ st.IP NORMAL r MAT r toUI!& 16 11 NNE B SIK,LlflCO 'COlOGIC CROSS SEtTIOft At rHl HIM[ Hll[ PDINl SI Tr NIAIA.lllA WOHAWK N>Wllt COflproftATIOH NINE MILE POINT - UNIT 2 !"INAL. 1artrv AHAi.Viii fttl"OfltT
A B 150 - "' "' "' "' t;
- c 100-
./ L.TRENGTH RELATIONSHIP / " ASSUMED FOR CI SCUSSION /K 50-NORMAL STRESS 8, (p1i) OR DEPTH (FEET) T' C
- ton¢(8ol where C
- IO pal 4>
- 30° SSW er, NNE
/ ,~, '"'"'~
/_ ___ :"' ""'"
~J~oE~P~T~H~;;=:F~~~3t~~~*r~~*~;~~3~~\\~-;::::;;~~~=--------- =
- 4.
- 3.
- 2.
I, 6 T 2 - DIFFERENCE BETWEEN LAYER PARALLEL SHEAR STRESS AND PEAK STRENGTH OF BEDDING AT POINT 2 FIGURE : 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 POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
DEPTH 0 ..,.__ ____ L2 -------..i ? L
- WAVELENGTH OF DEFLECTION Or=OEPTH OF REVERSE-SLIP DEFLECTION t* THICKNESS OF STRATA ASSUMING:
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.) /soURCE: Reference 94 Dr2 -140 -200 FIGURE 2.5-59 DEVELOPMENT OF MAXIMUM POTENTIAL DEPTH OF REVERSE-SUP DEFLECT I ON NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
~ ~.; ~ * * ~ b i + ~ ~ b= 4000 ICOO tOOO 0000 t *II" 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( TY ANALYSIS ll( PC)lltf
SOURCE: 1 Reference 94 w " ~ I w "' :c u.... 0 >- 0: "" c w e ID w w a:
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~~ <l 3!>11.IS >..1.1\\tl:llllOV - S.LN3l'll03S 3Nll:l.1Sn:W1 ---1~* 03 1'1 !10~30 3H.L ~O NOl.llSOcl30 SIOOOOlll 3~ '111 ~O 3!)\\INIV!IO ~0 NOl.LVl.LINI <l FIGURE ; 2.5-81 w 2 ;: 0 I AGRAM OF POSS 18LE CflANGES I N THE FLUID PRESSURE IN BEDROCK WITH TIME NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
- .. 1
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I ~ ~ ~ 2SO 229 2211 227 22S 1!1!3 222 Elll'LANA Tl Oil: I GA'4*2:3 -* ...ll'Ul.IT . T'1ft2U5 I SOURCE: Re!erence 94 SECTION 1 l<B3E TREND -*~;----.77.... -----:~ ~--.--:-:-:--:- ""-:"-.- - ~- ~tgM _Ql'O'( tJ,.. to-;.. !11'11 1~* 'll I IC*WI...,,,,tfOo\\t rou l 1 I lu'()ltt. -.~rOl'la SMtattol'lol 'Witt>.ii&l*'t' t" t*rc1*1n .-;\\., '*itlll..-. tJ*rlo. if"'l'f l lno to.,.4h,* g.-o!AM
- f'Jlll"'9C111*..,...,,,._...., vr 11r*~
O.ri.. ' " " tq tl* C:* _,.., 111.. 9rol,..11I *!'9111*~ wlld1tone or 1t1h-.- lll1rll. !,MIO flMto::rl* *,.,.,,..11., MPI" lfApfltt of Pl.\\Cll *" ton llOll't !1'"'" ""ruitf 1111 M t r h1 Jol*l't Of Klllr* X.1111 Of' fl'tt:h if'O f111.0
- l fl~ U !C:lf* << tllllf*** r"~11.... 1,
°"" Jvlio1t ""' lnii;l'll** Ollclt*.,, 111111* wt11"'1'o Cf'> url*c.i.,.,,, 11* 1 to e.ton 1111"11* ,,,_ l i!!llClllO 1"9iOl l"" '!WlftM ol _ ¥0 111 fllfl to ' l'*Y c11,... *llt - oft.,. lll tp1$'fll'\\!j 111,.t l "'C" IM lflllt lni*' l'ltMt' t.rhl D1t1or*O..,tr.* f I GURE, 2.5-~5 DETAILED CROSS SECTION OF EXPLORATORY EXCAVATION INTO SOUTH WALL OF NORTH RADWASTE TRENCH (SOUTH WALL) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
11 ~ a~~ zo '"" -"Cl' ., 'j j c ' l ~ ~ 3 A Note 1 i"lato *ho"'* c*..,y LA-.ln~q w.l l:.h 1r:P dip aqu.i.1 r.o t:.h.'\\t or ahor~ 11Ab ~ink fold elong RM!w... to ~aul t 20nc. SOURCE: R*h!r~94 B PllOi~AAPHS or I.ATE PL.tlSlOCC.NC Cl.AV" NIACiAllA NOHAWK l'OWlll COlltll'Ol'lATIOH NINE MILE POINT - UNIT 2 llNAL £AtrTY ANALYSIS fllE~T
UOU4L P'OLLD1 1 ..,.,.., MID I Hf!UR -----~I 1 A_,.L '°UU z ll! 0 H / h ~;/'
- '7~
"J ~ / / / / / /h*~v+ ~~~~ ,,~~ ';,/;')+ + ~&~~<!'~;# ~ /, r <J>" "'ti' ~ ~* " J 0 . *" ~$-"".f. c ... ~~ I I I I I I I I I I I I I I I I CWT-t A I I I oA3-SI A I I I I I I I I 0 '°"' 0 10% c - <XMO< 0 - oecA$1"4AL. ~ ~ ~ J OA4-84A CA.4*SIA +10 SPEClfENS 6-9 sPScl~ J-5 ~JIENS 0-2 SPClted I I I I I I I I I I I '% "" I %,...,. I I I I 1!11 I I I I I I ~ I I I I ** I I I I I ~~ I I I I I I I I I,\\,"' I I I I I I I I I 0 '°"' 0 '°"'
- 10%
- to 40 60 eo 100% 0. -
,--~* nrn *HO '"'""I I II i A4 Al I I I I 0 '°"" SOURCE: I I 0 '°"" Asfere~ IM r$ I 111 - I Ill
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J-9/ I I I I I I -* c I I I I 0 10%0 t0% I R RELATIVE POLLEN PERCtNTACes, SPORE AND HI SC. MICROfOSSl'L A8UH0AHC£ (INTE~ST IT IAL SEOIHENT) WIAGAAA M(lttAWlt l'OWER C0" P01'tATtOH NINE MILE POINT - UNIT 2 flNAL s.arfTY
- N*l\\'SIS "EPOftT
A N + L ,___,_Strain - _j A' -:::_::;;~L:~~:-:;.,_:;;:-~-::;;:-J:--::::;:-::;:~J~~/L Coo I 1 ng Tower F au I t 8 _j aoundary <%> T rest1 /Land Surface _u_n_c_o-n""s_o.,.I ""1 "'da"'f""e=-d"""'t.a=t'"'e,....,,W"'l'"'.sc=o-:- n-=s7 1 -:-n-t7o~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) s ECTI ON A-A I Land Surface
- 7. -:-
. -c- . 1;-::-:-:--:-::-:--:---:--:--:--~---/ Top of Bedrock
- 4-. **
d O.swego Sands-tone ~*~*~*~~~~n~2~~**:__~-~~:,..,-:;-~::~~:.::-~~ Depth of lnstabil 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
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- 4KH SEO I MENTATI ON EROSION OIAGENETIC EFFECTS TEMPERATURES 1500C 25oc1KH ioooc GRAD I ENT SOOC ltQOC/KH 15ooc GRAD I ENT IOOOC sooc 15ooc TOTAL 10ooc TEMPERATURES 5ooc MINERALIZATION OEFORAATI ON RELATED TO MI NERALIZATION 600 PRECAMBRIAN ERA
/\\ 500 400 300 200 100 O*PRESENT TIME (yrs.x106) PALEOZOI C ERA I MESOZOIC ERA I CENOZOIC ERA
0 8 ~ § b ~ ~ ii.. n ~ ~ ~ ~ 8 ~~N
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m "'~ O#plh of Burial (ktnl / ,,_,,,..,/ I I )' / 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. I I I I Cillu.ly U.964J, Ritt*r ll968) \\ \\ \\ \\ \\ \\ T (_ Td.llsaic U.*in - '\\....... (1969) (Con* ol ido.cM &(li&Qn, t.tlllP. 21s*c - 96*c vrnd. so*(./bi cut;Vod depth of buriai 6. 8 - IC/An JSO a.y. t.Uu!'ic.Jc., Fa. t 977) 2.~ )en.. (Ph.Ua.delJlt-J.* £loc. eo., 197-G) Flu.id inal. teap. ao*c - ? O'C NJ* unknO'll'n cao*c.-19*c. i.a J;ai ** so'C/kD c~d* ' *-c;.old *nd MUC:h*M (1969): PbllPot"t.S fl ~7.C J-F*.1.rba::irn (l%ll Triualc.. : ': '- --... lncU an Pu.int avg. hom. t~. i2ie*c ~--....._ K/AR ave 7J.3
- S a u1.
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- c UJ 0
i 0 000 ... 8 000 es oog ~ UJ LI.I * -~
- I u
u ...J <J 8 u u 00 er: er: ~ ,_~ Cl) ...J ~ 0 0 x 2: u FIGURE 2.5*71 FLUID INCLUSION TEMPERATURE DISTRIBUTION NIAOAllA MOH AWK POWEii COllPOllATION REl'~ENOE: !>< NINE MILE POINT - UNIT 2 l'INAL SAFETY ANALYSIS llEPORT AMENDMENT3 JUNE 1983
m ....,0 m c: ~,., ..,, z: mn ~ < -< n c: c: "" ~ mm 0 0 V>,, "" r a> c: ~ 0 0 z Zn c: 0 z c: . ~ 30 ~ V> z 0.,, u z 20 0 a: UJ m
- IC
=> z ~ u 10 z UJ g, a: 0 1470 HOST ROCK 1760 I*
- I
} PRIMARY INCLUSIONS TEMPERATURE IN °c 91° 120° MILKY CALCITE 169° 1120 ~1*--~~....;.,;;;..::..;.:..;__-'-'-'=-=-:....:...:=---~~~* I CLEAR CALCITE I* SECONDARY 121° INCLUSIONS
- I SECONDARY I NCLU_:i ION.S 60 90 NOTE:
15oc INTERVALS FROM 6ooc ro 1sooc PRIMARY INCLUSIONS \\ \\ \\ \\ \\ \\ \\ 120 150 TEMPERATURE (OC) (NOT PRESSURE-CORRECTED) 180 210
- !! z :!:
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- ii c ;ii
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- c I'\\) z
-"'O.,, 01 1---'-1 -160° HOST ROCK ( 176°-147°) DEFORMATION ANO SEQUENCE Of CRYSTALLIZATION D2
- t-=-i---------------------~
-150°
- 1---------.;..SU.;..L.;..f..;.l.;..DE.;..S;__ ___ _ __ _ ___ ~
MILKY CALCITE (169°- 120°) (112°-91°) t-------£.LEA~ CALCITE (171°-121°) GOETHITE I f--------- --; ;1-----1; TEMPERATURE RANGES 1700-150°*'4-:-------- 1600- 1200--------..:iL-116°-90+90°-73o_ NOTE: ALL TEMPERATURES GIVEN IN DEGREES CENTI GRADE HORIZONTAL AXIS REPRESENTS ORDER OF CRYSTALLI-ZATION. TEMPERATURES WHICH APPLY TO SPEC IFIC MINERALS ARE GIVEN, BUT Nor REPRESENTED Gl\\AP!ll CALLY ON TH IS PLATE.
100 ° °., I I I I I I I I l<<ATIO. SNIOSTOlll tOll.I" T*\\.,
- I "*
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- 8 8
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- 1{ I
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- Miii ntA'l'AllOll ol JI * ~1 I +
+ +++ 0 IOfl.111, t*J..1 . 1 JT * -'S I + + 9011111, T*J.-1
- I "." I
+.. FIOUllE....,. at-*: I I I I I I I I I RELATIONSHIPS OF FLUID INCLUS ION FILLIHG TEMPEIVLTU~ES TO GEOLOGICAL a Pltll!MY Mii l'S[ijOOS(COlllW.Y llr<LVSIOllS Ill QUAAJl flOll lmT Melt
- Plt!MKI' Mii l'SCt!OOSlCOMOAAV lliCUISIOllS loll 11.ll kY CAlCllt Sl RUCTURES IN SJTE: Ak!A 0 PltlMll Mii nruooncOliOMV l!KUISIOllS '" Cl£AA CM.Cit(
+- SCCOllll'll'f tJrftUISIOllS
- SOURCE; N1au1u. >>OHAWI( POWER C:ORPOR.ATION Cl SPCCll!ll'. rllOfl $111fAl:f:
NINE MILE POINT - UNIT 2 SPEClllOI r1t011 '-V$~UlfACf fttln*nc*DC FINAL $AfCTY AHAlYSIS REPOltT
I © TYPE 1-BRECCIA
1 I
I I @TYPE 2-PATCHY CALCITE ------ ? I I I @ TRAVERTINE' ? I I @SULFIDES I - I @SILTY CALCITE I - 1---1 I @ TYPE! 3-SPARRY CALCITe I I I Q) BROWN CALCITE I I DEFORMATION D.
- o.
TIME - flWRE ?$*75. PAll.ACENtTIC RELATIONSHI PS OF GROUNDWATfA CALCl1E HI NtRALIZATION AT HINE HILE POINT UNI T 2 Sll6 .,IAGAftA >>OHAWk ftOWt A CORPOll.AilON SOURCE: NINE MILE POINT - UNIT 2 Rer.tonce lt4 FINAl, SA.F( T Y ANAl,'l'SIS REPORT
© © 10* Q ~ ~ (j) G> M ~ I~ ~ ** J ©(])(!) 0 © f e c ~ © ~ t + © @
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@t ~ *.. © e tf 19 I 2 © Ill UV; SAltD$1'0NE: SHM.J1 Sll'l'S"l'OHt" CRAYifACKB ICLXBD roTAL !i:!!!!!! 814.llial Uni axial (tanqcnt) 'ltUflE 2.!*76 Uni..xi*J <*0-ennt> e <90*) Cl co"> COKPA.RfSON or ELASTIC H.OOUlll TYiu:i*l (ave.raqe) 8 IYO") * (O") VS. ROCK TYPE Shock Rope Ht~OARA NiOHA'lfJC POWER CORPORATION MlmblU' ot' *&111Ple:9 NINE MILE POINT - UNIT 2 l'"INA\\. SAl'"CTY ANAl.TSIS RlPOftT
II.l * ~ SOURCE: ---~-* - R.t4*r*ne* S .............. -'lb '\\ ""'"" ~ I 1~*.r*" I( t 11 T ll c "\\...... 't; ,...,..,.-..,-*i---_ .,--'1'~_ ,, --,,r'T-" - *~- HAP OF APPALACHIAH flASI N SHOVl~Q O!PTH TO PR!CAl18RIAH !AS£"£1iT lt'OCKS lfll.0.lltA MQHAWIC POWER COfl'POftATION NINE MILE POINT-UNIT 2 l'IHAL SAl'CTY ANAL'l'$1$ ft£PORT
SOUACI!: Atftttnct :J,,. A. SCHE>IAflC OLOCIC Ori\\GPAA SIOWINC TllC UlC.'-TI~ Of THE Sll'E NCJ THE APPAlAOllNi 8'SIN RELATIVC TO TtlE SUMOUt<<lll<<.i LARGE SCALE S1RUCTUAAL FEATURES .l_ i..:;..::...:..:..:_::..:...:..:~:....:..;..:..~.=.::ic.:....&7 B. IDEALl 2£D BLOCK DIA.ORAM StCJWING 1HE lHICllNESS Of PALEOZOIC SEOIMENTS WITHIN TkE NORTHERN APPAl.ACHIAN 8A$1N ,.IGUR[ ~5-73 BLOCK DIAGRAH.S REPRESENTING THE APPA~ACHIAN BASIH NIAGAllA lritOMAWK POW[R CORPORATION NINE MILE POINT - UNIT 2 ,.Of&\\..$-AF(TY AHAl.YSIS REPOftT
---.---~~~**-r'***-;.:-.:.., I CHARLESTON EXPLANATION
- -"'!*' STRESS PROVINCE BOUNDARY rvV\\ GRAVITY HIGH
-- COASTAL PLAIN BOUNDARY DIRECTION OF HAXIHUH HORIZONTAL COMPRESSIVE STRESS SOURCE: Reference 121 0 SOOkm SCALE FIGURE 12.$*79 STRESS PROV INCES NIAGARA MOHAWK l'OWER CORl'ORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REl'ORT N
" en .. 0 CO'c ~,, ~o n m en ~ z ~ z - > z G> r "1 ~ ~ i: ll: 0 '"' I
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SOURCE: Reference 255 (_./
- I I
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__ _J t::t 0 0 0 FIGURE J 2.5-81 ISOSEISHAL HAP OF THE CORNWALL-MASSENA EARTHQUAKE SEPT. 5, 1944, MHI JlIII NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPOR T
4 (.) 2 j:: ~ 0:: 4 I-z 0 w ..J SOURCE: Reference 256 ~ z <( z
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FIGURE ' ?.6*82
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0 "' 0 0 0 0 I SOSEISMAL MAP OF THE ATTICA EARTHQUAKE OF AUG. 12, 1929, 11111 EI NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFET Y A NALYSIS REPORT
0.. ONO~JSISJH~NI fil U1~01llA FIGURE f2.S*8~ HORIZONTAL RESPONSE SPECTRA SAFE SHUTOOWN EARTHQUAKE (0.159) NIAGARA MOHAWll POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
...,.,.....,..~fSH i ' a FIGURE 2.5-84 ~ ~ VERTICAL RESPONSE SPECTRA SAFE SHUTDOWN EARTHQUAKE (0. 159) NIAGARA llOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPOllT AMENDMENTS DECEMBER 1983
0 2 a: r FIGURE } 2 ** 5-85 HORIZONTAL RESPONSE SPECTRA OPERATING BASIS EARTHQUAKE (0.0759) NIAGARA 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 FINAL SAFETY ANALYSIS REPORT
I. A 1(£ . ~--- I 1SOURCE: Aekf*rtet 94 DNT41fl0 "\\~** I ., ifJ I*.*. ~... ~ I ......... /,1
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'ltUftE 2.5*17 SITE lOCATIOH MAP SHOWIN<ii OVERCORE SORING LOCATIONS NIAGAlrA MOttAWK l'OW(Jt CORllJOftAfl()lij NINE MILE POINT - UNIT 2 flMA.L. SAFOT AN:AL.TSIS 'l:E'°"T
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- FIGURE, 2.~8~.
oc-100 PROFILES i.. I NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
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NIAGAJIA MOHAWK POWER COftPORATIOlf NINE MILE POINT-UNIT 2 FIHAL $.t.FCT't' AHAL'fS1$ lllUOl'ill'
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- Sdpll!:* loeMd puallel t.o bedd.inq
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- 2JO'
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f 100' OE.OU>O.IC IHFORMATIOH W1U. LmlH~ II P'ROVOND UPON COMPll!TIOH Of EXCAYATIOM AHO MAPPING SECTION S.B' r:::::ll OIWl:OO FORMATION ~ TRANSITION ZOHE e?Z2J f'V\\ASKI fORll4TIOH 0 SECTION C*C' SECTION D*D' NORTHERN EXPLORATORY RAl)WASTE1"0lc.H FIGURE 2.5-94 GEOLOGIC ANO EXCAVATION PAORLES A*A'. B*B'. c-c* AND D*D'*MAIN PLANT A.REA NIAGAAI\\ MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FlllAI.. SAFETY ANALYSIS REPORT
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I I Otilll. GENEltA fOft BLOQ. FIGURE ' ?.5~96 :.. LOCATION OF CROSS-SECTIONS OF ROCK EXCAVATIONS AND FOUNDATION GRADES FOR CAT. I STRUCTURES f NIAGARA MOHAWK POWER CORPORATION NINE *MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
100 3: 0 w u z.. t; 2i 0 ~ 10 0.01 0.1 1.0 PARTICLE VELOCITY (IN./SEC.) i 10 100 FIGURE 2.5-96A SCALED DISTANCE VERSUS PARTICLE VELOCITY-CONFINED PRESPLIT BLASTING GUIDELINE BLASTING ENVELOPE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT S OCTOBER 1983
~ J: 100 = II 0 w.., z..: CJ) Ci 0 ~ 10 0-01 0.1 1.0 PARTICLE VELOCITY (IN.ISEC.) 10 100 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 100 ~ c w u z.. t; s c w t'l., 10 0.01 0.1 1.0 PARTICLE VELOCITY (IN./SEC.) 10 100 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,_ I I I II II I I 0 I II " I I I II 111 I I I I II I I J w., ' i 10 13 0 w 0 ;:: a: < Q. ~ c 1.0 a: CURVE 1 w CURVE 2 Q. ~ 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 ----. PROJECTION TO --------t BE CUTOFF ROCK-.... FACE EMBEDDED DOWEL LENGTH t----- FILL CONCRETE OR ROCK ,/ DOWEL: NO. II DEFORMED STEEL REINFORCING BAR * ..,..FULLY ENCAPSULATED WITH RESIN OR CEMENT GROUT. 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
REACTOR EXIST. ROCK GRADE ROCK DOWELS SPACED AT 5 FT EACH WAY, FULLY GROUTED TYPICAL EXCAVATION PROFILE - NO SCALE s* 0 1'.. 6" 5' 0 _ FIGURE 2.5-96F TYPICAL PLANS OF ROCK DOWEL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMEND.MENT ?7 .1111 V H IRffl
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25 75 /()() 125 ~ 150 ~ i!: 176 ~ 200 225 2SIJ 275 3ZS TIME !SECONDS) 6100 FT.ISEC. tlA.loUll(8 lll(S(T FT.ISEC. HAMIK!lt
- << 13200 Ft/SEC.
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
.000 .010 0 25 !JO 75 100 125 ~ /!JO ~ IT!J ~ ~.. 200 22!1 250 275 "25 .150 TIME (SECONDS) .020 .030 FIGURE.'2.S; 9!l UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY SOR I NG GP-2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
0 0 2 2S - so... rs
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f i / FIGURE 2.5-100 SHEAR WAVE VELOCITY RESULTS CROSSHOLE SURVEY NI AGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
FEET PER SECOllO (It tolJ ID ~ 14 18 18 zo 22 0 M (y
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\\ // 32$ * ~ 3SO " .\\ FIGURE 2.6*101 I COMPRESS IONAL WAVE VELOC ITY RESULTS CROSSHOLE SURVEY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT. 2 FINAL SAFET Y ANALYSIS REPORT
0 0 - !ii ~ Cl iii ' 31: 0 ID 0 w z 0 e "' IC,_ al ii 0 IC 0 w 0 0 OI 0 0 -o 0...
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~! ~ ;~~~~~ ~~-~~~~ ~~ ~~~.~ ~~=~ ~ II I I I I I I 1 ggg~~g 2 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 SIZE OF OPENING IN INCHES NUMBER OF MESH PER INCH, U.9. STANDARD 10 .... s lO ~ 0 w z ~ to a: .... z ~.. re.. COBBLES
- ...*.***,,..r.*'.
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- -:-:-;.,~ ~:-.-~:::::::.*:::::*
l lll J l l l f'I "!*'"! "~~ ~ CRAIN SIZE IN MILLIMETERS COARSE FINE CO AASE MEDIUM GRAVEL S.AND HYDROMETER ANALYSIS GR~ IN SIZE I N MM. i Sll.T Cl.AV 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
f! 15 ff! I-... 0 ~ 10
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5
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 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
QillC.WATlll' ,.~Gfllt.HCH 0,... 0.... MOAMA.l S'fll'ITCHCl!AJl DLO. 11'I0:0M.(f{~ @ f'..stR!!.S. Sl'AltOI Y 'I"\\',( P*1 fHMOOOH_P...,COMTIMUOURY OPUA 'hHQ lltlT Au.A TtOHI P4 a f!-t, AO t+OC W!IT.llU.TIOTff. AIWt-OOfllEO (!H JIOCI( at.on 0 P-.Sl:lllU, VNfUMo\\ TIC f'tfll Pf.I Tl'l"OUllH ""* IHmAL 1llSTA"'-4Ti0td '"* n.z-. *Pion, ADDITIONAi.. INST Au.A llOtQI CON1140L
- Utt.OIHO OllMt.
O.fkEAA TOff OUIU)INQ 0 *** 0 0 NOll'TH UX, IAY SOUTH Ull: IA' 0 0 IOUTH UC lVNWIL q_,.,,,,,,. FIGURE 2.5-103 '""'-OC } J
- t
'I PIEZOMETER/ LOCATIONS NIAGARA M,Ol;iAWK POWER CO_RPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
0.7 \\ & NOMINAL Dr a 90'!'o 0.6
- \\.
- NOMINAL Dr : 80%
\\ " e NOMINAL Dr = 70% 0.5 w ~ '- ..J ~~ Ou .... r--.... c> ~<..) ,0 0.4 "' ~ C) ~ ~ i--..
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~ ... a: r-- Ow 0.3 -c ~:I a: !::: "'..J t3 ~ a:... 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 I FIGURE 2.5-104 I DESIGN DAT A 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% Cl) "'
- i w o-'
00
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<a: () t; Ow ~o < ::i a: !:: "'...J 0.4 "' Q. w :;: a:< 0.2 0 0 1.0 2.0 3.0 4.0 5.0 EFFECTIVE CONSOLIDATION PRESSURE, Uc
- kg/cm>
°8' c ~ EFFECTIVE CONSOLIDATION PRESSURE C7' d = CYCLIC DEVIATOR STRESS C7' d 120'c ; STRESS RATIO FIGURE 2.5-105 DESIGN DATA FOR SOIL LIQUEFACTION ANALYSES BORROW SOURCE: MEANY ENGLES ROAD PIT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
EL 119' TO 220'
- o**..............
I 'i. REACTOR EL 163.8' TO 175' 1----1 VERMICULITE CONCRETE VERMICULITE BACKFILL VERMICULITE SAND NUFOAM/ RODOFOAM FIGURE 2.5-105 A LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I STRUCTURES AT ELEVATION 170' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
VERMICULITE CONCRETE VERMICULITE BACKFILL VERMICULITE SAND NUFOAM/RODOFOAM EL 175'-206.5' I ft. AEACTOA AUi<. llAY*HORl'!i I WEST ARC I 6£ACTOR FIGURE 2.5-105B EL 175' *245' LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I STRUCTURES AT ELEVATION 190' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
EL 119'*220' VERMICULITE CONCRETE VERMICULITE BACKFILL VERMICULITE SAND NUFOAM/RODOFOAM 'l REACTOR EL 175'*211.5' AUX. llAY*NORTH I EL 209.5'-221' 1-I--~ ~ 0 z !i
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EL 209.5' *214' FIGURE 2.5-105 C LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I STRUCTURES AT ELEVATION 2*10' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
EL220'*245' EL 220'-224'...._~
- EL 220' *224' SCA!l!NW!l.l AREA
____... ~ EL 206.5' -242' EL 209.5'*221' Cl, RUCTOR ,WQT AU)t 8AY0HOATH CABL£ ' l!L!CTIUC1 I EL214'*245' VERMICULITE CONCRETE VERMICULITE BACKFIU VERMICULITE SAND NUFOAM/RODOFOAM EL 214'*234' EL 214'*237' FIGURE 2.5-105 D LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I STRUCTURES AT ELEVATION 220' 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' l VERMICULITE CONCRETE VERMICULITE BACKFIU. VERMICULITE SAND NUFOAM/ RODOFOAM e SCRRNWW. AREA EL 206.5' -242' EL 214'*221' EL 214'-245' 444444 =~L.-E_L_22_4_ '._24_2_*__, ~--L----~ WEST EUCTRIC CAllU TUNNEL NORTH ELECTRIC CASLI! TUNNEL AUX. llAY-NOflTH I fl!ACTOR I EAST ARC AUX. BAY*llOUTH IOUTH ~CTRIC e CAS~TUNNn i ~'-"' i \\ ______ _ . \\j EL 211.5'*234' EL 214'*234' El 214'-237' FIGURE 2.5-105 E LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I STRUCTURES AT ELEVATION 232' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
I FON EL TO TOP ~ NEACTOR OF ROCK EL 211.5'-246.5' EL 240' -248.5' c.W. PIPING j: CIC 0 z... ~ VERMICULITE CONCRETE VERMICULITE BACKFILL VERMICULITE SAND NUFOAM/ RODOFOAM REA OT OR AUX. BAY-SOUTH NORMAL SWITCHGEAR I ~= CONTROL BLOG. El 245' -258' OIE8El GEHIEAATOA BLDC. FIGURE 2.5-105 F LOCATION OF COMPRESSIBLE MATERIALS BETWEEN ROCK AND CATEGORY I STRUCTURES AT ELEVATION 245' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
- S EL 281.0' I
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A .* ~:- f *.. * :'°:** *.*.:._.,a.-.. *... * *... ZL 163.83' SECTION 1*1 SCALE: 1" = 10'*0" TOP OF ROCK EL 248 +/- CONCRETE FILL (WIDTH: 51" ! ) VERMICULITE CONCRETE (WIDTH: 10" TO 12") FIGURE 2.5-105 G CROSS SECTION 1-1 TYPICAL BACKFILL DETAIL (SEE FIGURES 2.5-105A-2.5-105F 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 + 4 ' 3" CONCRETE FORMS).* <f "l*;*: EL 216,0' EL 175.0' SECTION 2-2 SCALE: 1" = 1 O' *O" ~.. .'t. SOUTH ELECTRICAL TUNNEL VERMICULITE (WIDTH: 10" TO 12") VERMICULITE CONCRETE (WIDTH 10" TO 12") FIGURE 2.5-105 H VERMICULITE (WIDTH: 8") CROSS SECTION 2-2 TYPICAL BACKFILL DETAIL (SEE FIGURES 2.5-105A-2.5-105F FOR LOCATION) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
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> a: Q a. o.s..-- 1----,..---..,....------r----. ky *i~,8=0 0.5 - </> : 35° 8 : 1/2</> / 0.4 f---- -+-- -+-- -+-----l-/ +----1 0,31-----+-----+--+-/ --+-/ -+------< 0.2 ~--1---1-/-+1------l-----l 0o 0.1 0.2 0.3 0.4 0.5 HORIZONTAL SEISMIC COEFFICIENT, Kh SEED, H.B. AND WHITMAN, R.V. DESIGN OF EARTH RETAINING STRUCTURES FOR DYNAMIC LOADS, ASCE SPECIAL TY 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~ SECTION 1*1 TYPICAL SECTfOH SHOWIHG IACK.Fll.L MATERIALS AHD ROCK OltADES seAi.l: 311*~ 1 *.o" NOTl:S:
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- 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 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 ~ 30 e I ~ 40 50 60 70 ~ RELOADING I I 0.1 \\ \\ '\\ \\ \\ 1 UNLOADING ~ ~ I l I I I \\ 0,5 1.0 APPLIED STRESS - (KSF) I I I I I I I 5.0 10.0 FIGURE 2.5-106 VERMICULITE TYPICAL CONSOLIDATION TEST RESULTS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
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./ ~ ./ ~ ~-.,,.,,. MINIMUM (TYP.) ~~ --.J, _ - _L -- '.0 STANDARD DEYIATIQNj . 30 40 ..L. AXIAL ST~A!N (%) 50 I ~ I I I 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
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I.. I --~. I I I . 1 '\\ FIGURE 2.5-10.8 L.., I J COMPREHENSIVE STRESS-STRAIN I FOR NUFOAM TYPE 1 I. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 u FINAL SAFETY ANALYSIS REPORT
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FIGURE 2.5-109 I ' COMPREHENSIVE STRESS-STRAIN J FOR RODOFOAM II NIAGARA MOHAWK POWER CORPORATION u NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT}}