ML17130A216

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6 to Updated Final Safety Analysis Report, Section 2.0 Site Characteristics, Figures, Part 2 of 2
ML17130A216
Person / Time
Site: Peach Bottom  Constellation icon.png
Issue date: 04/06/2017
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML17130A259 List: ... further results
References
Download: ML17130A216 (76)


Text

MAP OF AREA SURROUNDING PEACH BOTTOM ATOMIC POWER STATION I

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FIGURE 2.2.3 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT TEN-MILE RADIUS TOPOGRAPHICAL MAP SOUTHERN REGION I

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CONOWINGO POND NORMAL POOL ELEV 108.5 (C.D.)

CHESTER WATER

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AUTHORITY INTAKE PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATlON UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT SITE ACCESS FIGURE 2.2.4

J PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND :J l.IPOATEO FINAL SAFETY ANALYSIS REPORT Rev. 18 04/01 AREA" AS DEFINED SECTION 20.1003 OF 10 CFR PART 20 INCLUDES AREA INSIDE THE HEAVY BOLD LINE AND THE HEAVY DOTTED LINE.

FIGURE 22.5.

IOATLMtHtHG RECRrATIOfW..f'M:l..tr"t SCALE 1f.'llf RAWI;:

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PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT AERIAL PHOTOGRAPH OF SITE LOOKING APPROXIMATELY TOWARD THE WEST PRIOR TO CONSTRUCTION OF UNIT 1 FIGURE 2.2.6

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINALSAFETY ANALYSIS REPORT AERIAL PHOTOGRAPH OF SITE LOOKING APPROXIMATELY TOWARD THE NORTH-NORTHEAST PRIOR TO CONSTRUCTION OF UNIT 1 FIGURE 2.2.7

PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT AERIAL PHOTOGRAPH OF SITE LOOKING APPROXIMATELY TOWARD THE WEST -

NORTHWEST AFTER COMPLETING UNIT 1 FIGURE 2.2.8 REV. 25, 04/15

PBAPS UFSAR Figure 2.2.9 thru 2.2.10 Deleted

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT AERIAL PHOTOGRAPH OF SITE LOOKING APPROXIMATELY TOWARD THE NORTH-WEST -

DECEMBER, 1969 FIGURE 2.2.11

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT AERIAL PHOTOGRAPH OF SITE LOOKING APPROXIMATELY TOWARD THE EAST-SOUTHEAST -

NOVEMBER, 1969 FIGURE 2.2.12

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50D 400 310 200 100 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 DISTANCE FROM OFF -

GAS STACK (THOUSANDS OF FT)

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT MAXIMUM ELEVATION OF TERRAIN VS.

DISTANCE FROM STACK FIGURE 2.2.13

Dashed lines indicate extrapolations by the Philadelphia Electric Company, since 1980 projections for these counties were not available from the Maryland State Planning Commission or the Chamber of Commerce of Metropolitan Baltimore when this study was made.

Prince Georges Montgomery Frederick Cecil 730,000 91,000 82.000 26,000 20,500 20,000 19,000 1980 1970 1960 1950 l::;======:::=------:=~===:~:=

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Talbot Caroline Queen Annes Kent 10"

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1940 Year PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT 1980 POPULATION PROJECTION FOR VARIOUS COUNTIES OF MARYLAND FIGURE 2.2.14

s POPULATION 19&6 1970 0-- 1 MILE 114 107 o-2 MILES 596 582 o-3 MILES 1447 1455 o-4 MILES 3333 3260 o-5 III LES 6145 5959 EXAMPLE (NNE - 0 TO 5 MILES) 1970.

224 1966

  • 150 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT 1966 AND 1970 ESTIMATED POPULATION CUMULATIVE FROM REACTOR LOCATION

.BY DIRECTION TO 5 MILES FIGURE 2.2.15

EXAMPLE (NNE)

THOUSANDS OF PEOPLE CENSUS ESTIMATED 301 294 PHILADELPHIA ELEC"rRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT 1970 ESTIMATED AND CENSUS POPULATION CUMULATIVE FROM REACTOR LOCATION BY DIRECTION FROM 5 MILES TO 60 MILES FIGURE 2.2.16

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1,948,609 WILMINGTON 80,386 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT POPULATION CENTER DISTANCES WITHIN A 60 MILE RADIUS FIGURE 2.2.1 7

NORMAL POOL £L£V I08.5(C.D.)

RELEASE POINTS ARE NOT ALL INCLUSIVE. REFER TO ODCM LOCATION OF METEOROLOGICAL INSTRUMENTS Rev.15 04/98 FIGURE 2.3.1 CONOWINGO POND PEeo ENERGY COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT Mt Johnson Island (TOWER NO.2)

RIVER TOWER"

9000' 8000' PEeD ENERGY COMPANY PEACH BOnOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT MT. JOHNSON ISLAND 6000' 5000' 4000' RIVER TOWER W7 COOLING TOWER SECTION C-C (FIG. 2.3.1>

SECTION B-8 (FI G. 2.3.1)

SECTION A-A (FIG. 2.3.11 W4,T5 PH01LLE UNIT I (DECOMMISSIONED)

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UNITS 263 OFF-GAS STACK MICROWAVE (TOWER NO 2)

TOWER W6,T7 1000' 0

1000' 2000' 3000' REACTOR CENTER LINE UNITS 283 DISTANCE FROM REACTOR CENTER LINE (FEET) 700t 600 500 400 <>:

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400 300 200 100 5000' 4000' 3000' 2000' RELEASE POINTS ARE NOT ALL INCLUSIVE. REFER TO ODCM ELEVATIONS OF METEOROLOGICAL INSTRUMENTS AND GASEOUS RELEASE POINTS FIGURE 2.3.2 Rev.15 04/98

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UNITS Za3 OFF-GAS STACK MICROWAVE (TOWER NO.2)

TOWER WbA ~T7 W6 I

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400 300 200 100 PEeo ENERGY COMPANY PEACH BOTTOM ATOMIC POWER STAnON UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT 5000' 4000' 2000' 1000' a

1000 REACTOR CENTER LINE UNITS Za3 DISTANCE FROM REACTOR 2000' 3000' CENTER LINE (FEET) 4000' 5000' 6000' 8000' 9000' RELEASE POINTS ARE NOT ALL INCLUSIVE. REFER TO ODCM ELEVATIONS OF METEOROLOGICAL INSTRurl.!:ENTS AND GASEOUS RELEASE POINTS 1983 SYSTEM UPGRADE FIGURE 2.3.2-A Rev.1S 04/98

280 270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 350 180 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA: _-=-2:...:...-11 MEAN WIND SPEED: __~.M.PH __

80 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W1 (TOWER NO.1),

NOMINAL 30-FT LEVEL, EL 153 FT MSL, TURBULENCE CLASS II FIGURE 2.3.3

280 270 260 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 190 180 PERIOD:

AUGUST 1967 - JULY 1969 HOURS OF MISSING DATA: _--:..'-:....40=...:.1 MEAN WIND SPEED:

2 M.P H.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W1 (TOWER NO.1).

NOMINAL 30-FT LEVEL, EL 153 FT MSL, TURBULENCE CLASS" FIGURE 2.3.4

280 270 PERCENT OFALL HOURS DURING WHICH DATA ARE AVAILABLE 190 180 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA: _--,-1--",--,5'--,--7 MEAN WIND SPEED : __--.--lJ!1~lj 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W2 (TOWER NO.1).

NOMINAL 100-FT LEVEL, EL 211 FT MSL, TURBULENCE CLASS II FIGURE 2.3.5

280 270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 350 190 180 10 PERIOD: --llli.YUST 1967 JULY 1969 __

HOURS OF MISSING DATA:

1461 MEAN WIND SPEED :

~~PJ_i 80 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W2 (TOWER NO.1).

NOMINAL 100-FT LEVEL, EL 211 FT MSL,*TURBULENCE CLASS" FIGURE 2.3.6

350 270 Ll.-W-+-+-T--c~

PERCENT OF All HOURS DURING WHICH DATA ARE AVAILABLE 180 10 PERIOD:

AUGUST 1967 -

.JULY 1969 HOURS OF MISSING DATA:

456 MEAN WIND SPEED:

7 MPH.

90 100 PHILADILPHIA ILICTRIC COMPANY PIACH BOTTOM ATOMIC POWIR STATION UNITS2 AND 3 UPDATIDFINAL SAFITY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W3 (HILL POLE),

NOMINAL 40-FT LEVEL, EL 302 FT MSL, TURBULENCE CLASS II FIGURE 2.3.7

270

~J-+-\\--t-t,~

PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 180 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

2079 MEAN WIND SPEED:

5 MPH 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWERSTATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W3 (HILL POLE),

NOMINAL 40-FT LEVEL, EL 302 FT MSL, TURBULENCE CLASS II FIGURE 2.3.8

280 270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 190 180 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

649 MEAN WIND SPEED:

13 MPf-i 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ~TOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR 'WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W6 (MICROWAVE TOWER).

NOMINAL 320-FT LEVEL, EL 688 FT MSL. TURBULENCE CLASS II FIGURE 2.3.9

280 270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 350 180 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA: __6=...=0,-,=-5 MEAN WIND SPEED:

9 MPH.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNiTS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W6 (MICROWAVE TOWER).

NOMINAL 320-FT LEVEL, EL 688 FT MSL. TURBULENCE CLASS II FIGURE 2.3.10

280 270 260 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 190 180 10 PERIOD:

JULY 1968 -

JULY 1969 HOURS OF MISSING DATA: __

18_5_'______.

MEAN WIND SPEED:

10 MPH 80 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W7 (RIVER TOWER).

NOMINAL SO-FT LEVEL, EL 164 FT MSL, TURBULENCE CLASS" FIGURE 2.3.11

280 270 PERCENT OF ALL HOURS DUR1NG WHICH DATA ARE AVAILABLE 350 180 10 PERIOD:

JULY 1968 -

JULY 1969 HOURS OF MISSING DATA: _---"'--64--'--'5"------__

MEAN WINO SPEED:

6 MPH.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W7 (RIVER TOWER).

NOMINAL 50-FT LEVEL, EL 164 FT MSL, TURBULENCE CLASS II FIGURE 2.3.12

280 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 350 180 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA: _-=-=21,-,-'

I MEAN WIND SPEED:

r M.P H.

80 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWERSTATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W1 (TOWER NO.1),

NOMINAL 30-FT LEVEL, EL 153 FT MSL, TURBULENCE CLASS V FIGURE 2.3.13

270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 190 180 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

1401 MEAN WIND SPEED:

1 M.P H 80 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM.ATOMIC POWER STATION UNITS 2AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W1 (TOWER NO.1),

NOMINAL 30-FT LEVEL, EL 153 FT MSL, TURBULENCE CLASS V FIGURE 2.3.14

270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 190 IBO 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

1517 MEAN WIND SPEED:

<05 MP H 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W2 (TOWER NO.1).

NOMINAL 100-FT LEVEL, EL 211 FT MSL, TURBULENCE CLASS V FIGURE 2.3.15

280 270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 180 10 PERIOD; AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

1461 MEAN WIND SPEED:

I MP H 80 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINALSAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W2 (TOWER NO.1),

NOMINAL 100-FT LEVEL, EL 211 FT MSL, TURBULENCE CLASS V FIGURE 2.3.16

PERCENT OFALLHOURS DURING WHICH DATA ARE AVAILABLE 180 10 PERIOD: _~~--LoiLllo~--W.W.~CIlUO.&_--+

HOURS OF MISSING DATA: ----=~-___J MEAN WIND SPEED: __---'-=....:~___1 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W3 (HILL POLE), NOMINAL 40-FT LEVEL, EL 302 FT MSL, TURBULENCE CLASS V FIGURE 2.3.17

280 2 70 --L-l--++-t--r-t:P~

PERCENT OFALLHOURS DURING WHICH DATA ARE AVAILABLE 180 10 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

2079 MEAN WIND SPEED:

2 MPH.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACHBOTTOM ATOMIC POWER STATION UNITS 2 A~D 3 UPDATED FINALSAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W3 (HILL POLE), NOMINAL 40-FT LEVEL, EL 302 FT MSL, TURBULENCE CLASS V FIGURE 2.3.18

280 270 l--lJ--\\---\\--f-t-t-:1:J PERCENT OFALLHOURS DURING WHICH DATA ARE AVAILABLE 190 180 PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

649 MEAN WIND SPEED:

8 M.P.H.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W6 (MICROWAVE TOWER),

NOMINAL 320-FT LEVEL, EL 688 FT MSL, TURBULENCE CLASS V FIGURE 2.3.19

280 270 PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 350 180 10 PERIOD:

AUGUST 1967 JULY 1969 HOURS OF MISSING DATA:

605 MEAN WIND SPEED:

7M.PH.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W6 (MICROWAVE TOWER),

NOMINAL 320-FT LEVEL, EL 688 FT MSL, TURBULENCE CLASS V FIGURE 2.3.20

PERCENT OF ALL HOURS DURING WHICH DATA ARE AVAILABLE 350 180 10 PERIOD; JULY 1968 -

JULY 1969 HOURS OF MISSING DATA:

1851 MEAN WIND SPEED:

3 MPH.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JAN-FEB-MAR WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W7 (RIVER TOWER),

NOMINAL SO-FT LEVEL, EL 164 FT MSL, TURBULENCE CLASS V FIGURE 2.3.21

280 270 260 PERCENT OFALL HOURS DURING WHICH DATA ARE AVAILABLE 350 190 180 10 PERIOD:

JULY 1968 -

JULY 1969 HOURS OF MISSING DATA:

645 MEANWINDSPEED~

2MPH, 90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT JUL-AUG-SEP WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W7 (RIVER TOWER),

NOMINAL SO-FT LEVEL, EL 164 FT MSL, TURBULENCE CLASS V FIGURE 2.3.22

PERCENT OFALL HOURS DURING WHICH DATA ARE AVAILABLE 180 PERIOD; AUGUST 1.967 -

JULY 1969 HOURS OF MISSING DATA:

~400_

MEAN WIND SPEED: _

3 M.P.':i~

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH.BOTTOM ATOMIC POWIR STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT ANNUAL WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W1 (TOWER NO.1), NOMINAL 30-FT LEVEL, EL 153 FT MSL, ALL TURBULENCE CLASSES FIGURI 2.3.23

100 90 JULY /969 4622 4 M.P.H.

PERIOD:

AUGUST 1967 HOURS OF MISSING DATA: __-----:~.:.__

MEAN WIND SPEED

~

~..::.:.:..:...:.:..:.:.--_

10 180 350 270 PERCENT OFALL HOURS DURING WHICH DATA ARE AVAILABLE PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT ANNUAL WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W2 (TOWER NO.1), NOMINAL 100-FT LEVEL, EL 211 FT MSL, ALL TURBULENCE CLASSES FIGURE 2.3.24

270 PERCENT OFALLHOURS DURING WHICH DATA ARE AVAILABLE 190 180 10 PERIOD:

AUGUST 1967 JULY 1969 HOURS OF MISSING DATA:

4804 MEAN WINO SPEED:

4 M. P. H.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINALSAFETY ANALYSIS REPORT ANNUAL WIND ROSE, PEACH BOTTOM WEATHER STATION NO.1, LOCATION W3 (HILL POLE), NOMINAL 40-FT LEVEL, EL 302 FT MSL, ALL TURBULENCE CLASSES FIGURE 2.3.25

270 PERCENT OFALLHOURS DURING WHICH DATA ARE AVAILABLE 190 IBO PERIOD:

AUGUST 1967 -

JULY 1969 HOURS OF MISSING DATA:

2870 MEAN WIND SPEED:

6 M.P.H.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 *AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT ANNUAL WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W4 (MICROWAVETOWER),NOMINAL75-FT LEVEL, EL 443 FT MSL, ALL TURBULENCE CLASSES FIGURE 2.3.26

280 270 PERCENT OFALL HOURS DURING WHICH DATA ARE AVAILABLE 190 180 PERIOD:

AUGUST 1967 JULY 1969 HOURS OF MISSING DATA*

2024 MEAN WIND SPEED:

M.P.H.

90 100 PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT ANNUAL WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W6 (MICROWAVETOWER),

NOMINAL 320-FT LEVEL, EL 688 FT MSL, ALL TURBULENCE CLASSES FIGURE 2.3.27

270 PERCENT OF All HOURS DURING WHICH DATA ARE AVAILABLE 350 180 10 PERIOD:

JULY 1968 -

JULY 1969 HOURS OF MISSING DATA:

2864 MEAN WIND SPEED:

...u!.R..IL-__

90 100 PHILADELPHIA ELECTRIC COMPANY PEACHBOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINALSAFETY ANALYSIS REPORT ANNUAL WIND ROSE, PEACH BOTTOM WEATHER STATION NO.2, LOCATION W7 (RIVER TOWER), NOMINAL 50-FT LEVEL EL 164 FT MSL, ALL TURBULENCE CLASSES FIGURE 2.3.28

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10 12 14 16 18 20 22 24 HOUR OF DAY PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNtTS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT DIURNAL VARIATION OF LAPSE RATE, PEACH BOTTOM WEATHER STATION NO.1, JANUARY, 1968 FIGURE 2.3.29

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10 12 14 16 18 20 22 24 HOUR OF DAY PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT DIURNAL VARIATION OF LAPSE RATE, PEACH BOTTOM WEATHER STATION NO.1, APRIL. 1968 FIGURE 2.3.30

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10 12 14 16 18 20 22 24 HOUR OF DAY PHILADELPHIA ELECTRIC COMPANY PEACHBOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINALSAFETY ANALYSIS REPORT DIURNAL VARIATION OF LAPSE RATE, PEACH BOTTOM WEATHER STATION NO.1, AUGUST, 1967 FIGURE 2.3.31

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MT. JOHNSON ISLAND RIVER TOWER W7 COOLING TOWER SECTION C-C (FIG. 2.3.1)

SECTION a-B (FIG. 2.3.1)

SECTION A-A (FIG. 2.3.1)

W5 W4, T5 T6 HILL UNIT I (DECOMMISSIONED)

POLE STACK

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2000 1

1000' 0

1000' REACTOR CENTER LINE UNITS 283 DISTANCE FROM REACTOR 200d 3000' CENTER LINE (FEET) 4000' 5000' 6000' 7000' 8000' 9000' RELATIVE ELEVATIONS OF METEOROLOGICAL SENSORS AND RELEASE POINTS FIGURE 2.3.37 REV. 22, APRIL 2009

')

)

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT MAJOR GAGING STATIONS AND CORRESPONDING DRAINAGE AREAS

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eo...

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PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT FLOW DURATION CURVES SUSQUEHANNA RIVER AT CONOWINGO FIGURE 2.4.2

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EPICENTRAL LOCATION MAP NOTE:

THIS MAP WAS PREPARED FROM A PORTION OF TECTONIC MAP OF THE UNITED STATES BY THE UN"ITED STATES GEOLOGICAL SURVEY AND THE AMERICAN ASSOCIATION OF PETROLEUM GEOLOGISTS, 1962.

EPICENTRAL LOCATION

"\\.1.

10 10 50 40

~O ANTICLINAL AXIS SYNCLINAL AXIS DOME NORMAL FAULT THRUST FAULT CONTOURS ON TOP OF BASEMENT ROCKS PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT 10 0

I "f"

f I

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LEGEND 1.

Peach Bottom Site, Pa.

A.

Environmental Station No.

1 B.

Environmental Station No.

2 2.

Hill Side Southeast of Site, Pa.

3.

Delta, Pa.

4.

Conowingo Dam, Md.

5.

Wakefield, Pa.

6.

Holtwood Dam, Pa.

7.

Darlington, Md.

13.

r.hester Water Authority Intake, Pa.

PHILADELPHIA ELECTRIC COMPANY PEACH BOnOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT ENVIRONMENTAL RADIATION SAMPLING STATIONS WITHIN 10 MILES OF SITE FIGURE 2.6.1

)

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOMATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSISREPORT LEGEND Colora, Md.

Tolchester, Md*

Hackett Point Bar, Md.

Swan Point Bar, Md.

Philadelphia, Fa*

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-~-CONTOURS PRIOR TO C0rJSTRUCTIDN PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT eo--

  • ,1lO-AREA 100 50 FEET FOR SECTIONS A-A AND B-B SEE FIGURES 2.8.' AND 2.8.2 50 0

NOTE:

SURFACE OF RELATIVELY FRESH ROCK BEFORE EXCAVATION 17 H-51

~-50 BORINGS DRILLED PREVIOUSLY BY OTHERS*

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TURBINE COMPLEX UNIT 2 BORING PLAN-PLANT AREA FIGURE 2.7.1

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PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINALSAFETY ANALYSIS REPORT LOG OF BORING FIGURE 2.7.2

GRAD I NG ra WOOERATEl. Y WEATHERED P(O.:.:O:K WllH OCCASIONAL 5' TO 8 1 1H! CK UNNEATH~RED SEAtiS A~~; I N*3 COt.'PLE H:D ON 12-2-5-:

CASt ~,.'G TO DEPTH O!='

~C'I "ATEA LEvEL e 84.0' ON l-c8-67

¥JC LP.HA~_...~E:'

/lt1 I~"

r:-"LL LIGHT BROWN SILT wiTH l.ITTLE FINE TO COARSE GRAVEL LIGHT BROWN 5 I L T AND F I NF' TO COARSE G~AVEL GRAD I NG TO UNWEATHERED BEDROCK GRADING TO UOOERATE'lY WEATHERED BEDAOCK AT 31' HI GHL V VJ(ATHEREO BEDROCK MJOE~AT~L' ',.yEA!HERED SEA'"

FRau 67' TO 72' PETERS CREEK SCHiST:

A GREEPl:ISH-GRAY TO WHITE htETAMORPHIC ROCK CONSISTING OF eHlORI TE SCHI Sf I NTERBEDDEO WI 1M THI N BANOS OF QUARTZt YE.

SCHI STaSI TV AND CLEAVME PLANES ST.' KE ABOUT N 350 E AND 01 P TO THE SOUTHEAST AT ABOUT 60 Tv 70 DEGREES.

GEN[RALlv, THE ROCK IS HIGHLY WfATHEREO AT TH[

SURFACE BUT BECC*ES LESS WEATHERED WI1H DEPTH EXCEPT AS OTH[RW'Sf NOTED.

BORING H-11

$tJIIFIICE ELE..",.

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=:

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MJ()()

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IDOO IJtJD PHILADELPHIA ELECTRIC COMPANY PEACH BOnOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFOY ANALYSIS REPORT LOG OF BORING FIGURE 2.7.3

GIIlIADING WI TH OCCASIONAL MOOERATELV WfATH!'R[O SlAMS II TO 2" THICI(

fIl:lAINQ COIlotPL[T£O ON 11*27~

F\\'O CAS I ~'G USED

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H"MlKA Af 74" f'"ALL GRAOt" TO MOOERAT£LY.ATHlftIO BECRDetC GRADING TO MODERATELV _,.,rHfRED BEDROCK GRADING re UNWEATHERED BEDROCK SEAM OF O[C:>wOSE'O AND HIGHlY M:ATHERED !I[OROCK IfAQU 1441 TO 14qJ;1 GRAD' NO TO UNWEATHEREO BEDROCK IRUNI_lIAf IIMDY IlL' ** TN LITTU P'NI re _81 llIAVEL

""If" cAlCIS 19MI.I:

A **rfNI......A'r '0 "lfr "f_I'MIC ROCK*COlIS'S"'" fW CMLOlIlfr leMII' 'NTE.IOOED.'TN TNIN I_I fW _RUIT!.

leMllTOIITY_

CLrAVAGI PLANII ITRIKI MOO' N ~'jD E AND DIP TO THI SOUTHEAlf Af MOUT 60

'oJ 70 DlIUIi.

GENERALLY. fHE "oeK IS HleMI.'.AfHlRID Af TN[ IURl'ACI IUf Irc_s LUI.ATHIRID.ITH lM!PTN I_e,..,

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  • 28 12

.000 6(JOO 4000 $000 ROOO 1000 CfJIIPRESSIV£ STRENGTH OF ROCIt IN POUNOS/SQ. IN.

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFOY ANALYSIS REPORT LOG OF BORING FIGURE 2.7.4

MODERATELY WEATHERED SEAUS GRADING OUT PORI NG COtJPlETED ON 12-0-66 C"'SING TO'"

DEPTH OF 15' WATER LEVEL F 6~.3' ON 1-"7-67 "300 LB.

HA""tER AT 18" F"'LL.

GRADING TO UNNEATH~R£O BEOROCK WI TH OCCASIONAL II TO 21 THICK MODERATELY wEATHERED SEAMS GRAVISH-&ROWN !lILT WITH LITTLE' FINE TO ceARSE GRAVEL GRAY S I L T AND, I HE *TO COARSE GRAVEL SEAM OF DECOMPOSED ROCK 12 I TH I CK PETEAS CReEK 'CHIST:

A QA((NISH-GRAY TO WHITE METAMOAPHIC AOCK CONSISTING 0' CHLORITE SCHIST INTEABEOOIO WITH THIN BANOS 0' QUARTZITE.

SCHISTOSITY AND CLEAvAQ[ PLANU,TR I K[

AIOUT N 350 E AND 01 P TO THE SOUTHEAST AT ABOUT 60 TtJ 70 DEClR!ES.

OCNERALLY, THE ROCK IS HIGHLY WEATHERED AT THE SURFACE aUT e£cOMf:S LESS wEATHER EO WI TH DEPTH EXCEPT AS OTHERWIIE NOTED.

BORING H-115 gO 80 110 70 50 RO 10 40 IRO 170-100 150 160 140 DEPTH II:

IN FEET

&DW o

OCOUNr 12 11II 2000-7**116 t---TO ~..

11.2%-116 1I~8%-'I09 -

'O'JO so'00 4000

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SN£AMIIII,,.,..,,,011VI IJ£WATt)If",..

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COMPRESSIVE SrRENGrH OF ROCK IN POI/NDS/SQ.

IN.

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT LOG OF BORING FIGURE 2.7.5

flOl~,.. c; "'B"'NDONEO DUE TO DR Icc ",;;

....'5HAP Olli i 1-17-6G

,:A5'IIIG TO A

DEPTH OF 18,'

VoATER LEVEL" 81.8' ON 1-27-67 300 c!l.

HAWER

",T 24" FAcl.

GRIID I NG TO MOOERATEL Y WEATHERED RfOIlOCK GRAD I NG TO UNWEATHERED BEDROCK UNWEATHERED SEAM FROM 'n l TO 82' MOOERATEL Y WEATHEREO SEAU FROU Iql TO

~I

$IIIIII'IIf:I &IWrIfJII +211 1:

SORINe H-1G LIGHT BROWN SANOY SILT WITH

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, I N[

TO PETERS CR((K SCHIST:

A GREENISH-GIIAY TO WHITE lotETAMORPHIC ROCK CONSISTING M CHLORITE SCHIST INTERBEPOEO WITH THIN BANOS OF QUARTZI TE.

SCHI STOSI TY AND CLEAVAGE PLANES STR I KE ABOUT N ~50 £ ANO DIP TO HIE SOUTHEAST AT ABOuT GO T", 70 OEGREES.

GENERALLY, THE ROCK ISH I GHL Y WEATHERED AT THE SURF ACE

!lUI

!lECOMES LESS wEATHEREO WI TH OEPTH EXCEPT AS OTHERW' SE NOTEO.

5O/~"

RO 40 DEPTH I:

ItEr I IILDW o

OtxJUNT~",."._....~

34

  • c

--I-COMPRESSIVE STRENGTH OF ROCK IN POUNDS/SO. IN.

-+

+

--+ __.


4.

........................'"'.~:.::~

~.TO fB' i:

I I

I I

~

..*.I

T,..-

~

m

~:*;;!7'~.:O.......

,.~.,.

1---- TO 7400 I

_T07~

.....................0.

0 0

~ '0F ',C'*.:~:.,:t:.,.....,...:........

___L_""......~--..:"'...:..r..:"1''-:

r I

I I

................................~d~~.~L

~TO I~, IClJ.__._ f-... _

.. L-.

-__ to.

0_'. -.~---- --

I

.'"1"

'1'..'

1---.-1 11-- - - - --- ----..t-..--.--.~.-.

l:::..$ r::.=::~;1 I

I I.....

j i

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.....---+--_..- --- -+----------1------

e-----!-.------- --i-----l.------I..----

i I

SNEAIW<>00 ItItJO

<<JOO 1M>>

/(J(J(J 6tJD I

I i

_TO B2'r]

-TO 8~H I

MODERATEL V WEATHERED SEA"'S

~RAOING OUT BORING COMPeETED ON 11-14-66 CASING '0 A

DEPTH OF 13' WATER LEVEL Ii' 47.3' ON 1-c:q~7 300 eB HAfNER AT 24" f'A"L PETERS CREEK SCHIS;:

A CREE'"

SH-GRAV TO WHI TE

"'ETAMORPHI C ROCK CONS I ST I NG OF CHLORITE SCHIST INTERBEDDED WITH THIN BANOS Of' QUARTZITE.

SCHISTOSITV AND CLEAVAGE PLANES STRIKE ABUUT N 350 E AND OIP TO TIlE SOUTHEAST AT ABOUT 60 T.> 70 DEGREES.

GENERAU V, THE ROCK IS HIGHLV WEATHERED AT THE SURFACE BUT BECOMES LESS WEATHERED WI TH DEPTH El<CEPT AS OTHERWI SE NOTED.

GRADING TJ M0DlR"'E'lY WfI.1Ht..Rl:J B~DROCK AT 17,'

e 'GHT BROWN S I e TV f' I NE TO

~O I U'"'

SAND AND f' I NE TO COARSE GRAVEe GRAOING WI TH COBRLES ANO BOUeOfRS GRAOIN..

TO UNNEATHEREO BEDROCK WI TH OCCASIONAL 1o'00ERATELV WEATHERED SEA"'S 2'

TO 3' THICK

$IIIIIWC6 AI,.".

"1'Jq.4' SORINB H-28 r:I 10 50 70 30 60 20 40 90

/10 100 o

6()()()

60()() 4000

$000

~OOO I~

COMPRESSIVE STRENGTH OF ROCK IN POUNDS/SQ. IN.

1-PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT LOG OF BORING FIGURE 2.7.7

H-45 GRAD' NG I'll TH DCCAS' ONAL GRAY C~AY POCKETS

~8R'NG COt.lPLETED uN 11-1'}-E6 CAS'NG TO A OEPTH OF 10' t;AT~R

~EVEL 0 21.9' ON '.29-67

,00 LB.

HA~""'E. AT 1'3" FA"c PETERS CREEK SCH'ST:

A CREE~ISH-GRAY TO WHITE METAMO~PHIC ROCK CONsrSTINt,;

OF' CHLORITE SCHIST INTERBEDDED WITH THIN BANOS CF QUARTZITE.

SCHISTOSITY AND C~EAVAGE P~ANES

$TRI KE ABOUT N 350 E AND O'P TO THE SOUTHEAST AT ABOUT 50 Tv 7C DEGREES.

GENERAU'\\'.

THE ROCK

'S H'GH~Y WEATHERED AT THE SURFACE BUT BECOMES

~ESS WEATHERED W. TH DEPTH ExCEPT AS OTHERi'll SE NOTED

  • GRADING TO MOOERATElYNEATHERED BEDROCK C; 20'

~rlADING TO UN'iJEATHEREO BEn~OCK :;:; 32' B~ACK SAND'\\'

S I ~ T AND RUBB~E

$UIfIIIIfZ a1..TIt1II

+ I52.8 '

BORINe ML LIGHT BROWN SANOY SILT WITH LITTLE FlNE ML TO COARSE GRAVE~

=I 14 2Q 10 60-DEPTH IN FEET o

tItlIr SYIIMJLS o 7-I:

I I

I I

I I

SIIEAIIM $TIIE.-rH (JII 1M IJnMT(JII"..

INLM/MJ.'T.

MXJO IISDD

<<XJO 1600 ItJ()()

I/D()

~'GHT !l'lOWN SI~T WITH

~'TTLE FINE TO COARSE GRAVE~

PETERS CREEK SCH' ST:

A GREE" I SH-GRAY TO WHf TE...ETAMORPH.C ROCK CONSISTING OF CHLORITE SCHIST

'NTERBEDDED 1'1' TH THIN BANOS OF QUARTZ'TE.

SCHI STOSITY AND C~EAVjlGE P~jlNES STRI KE ABOUT N 350 E AND 0' P TO TtlE SOUTHEAS T AT ABOUT 60 Tv 70 DEGREES.

GENER"L~Y.

THE ROCK

'S H'GH~'\\' WEATHERED "T

THE SURFACE BUT BECOMES

~ESS WEATHERED WI TH DEPTH EXCEPT AS OTHERW'SE NOTED.

DARK GRAY AND BPO.\\'N S I L T Y FINE SAND AND FINE TO C::::'ARSE GRAVEL FILL SUltFAC£ ELE..TItJII

+ I50. 7' BORINe H-46 L I GMT BRO.VN S I L T AND FINE TO COARSE L-GM GRAVE~

10

~4 *

~o 40 DEPTH IN FEET a

",:,r,.

SY"'IIOLS o ---

50.

I I

I j

I I

I 1

I I --

SIIEAIIM $TIIE.-rH 011VI 1JEVlAT0II $T1I£SS IN L.S. /SIJ. FT.

M)OO IISDD

<<XJO 1600 ItJ()()

IJD()

GRADING TO MODERATE~Y WEATHERED BEDROCK AT 35' BOR'NG COII~LET[D ON 1-12~7 CASING TO.,.

DEPTH 01" 18'

N"TER

~£VE~ (t

~~. 2' ON 1-29~7 100

~"...,,_R AT

~"

FA~L PHILADELPHIA ELECTRIC COMPANY PEACH BOnOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFnV ANALVSIS REPORT LOG OF BORINGS FIGURE 2.7.8

GRADING TO MODIEAATELY wEATHERED BEDROCK WI1H THIN HIGHLY W[ATHERED SEAMS TO 3' THI CK DARK AEODISH-eIlIOllN Q.A'fIY liLT LleHT IRO" liLT WITH LITTLE,IN!

TO COARlr.""YEL 3RAOING WITH SOME FINE SAND AND MORE GRAVEl,.

BORING COMPLETED ON 11-14-66 NO CAS I NG USED WATER LEVEL

@ 100-3' ON 1'"'28-67 300 LB.

HAtMER

'" T 24 11 FALL GRAOlPolG TO UNvIEATHERED BEORQet<

,errA!

CREEK SCH I S1:

A GREE~ I 8H-GRAY TO WHI TE f,l£TAMORPHIC ROCt<

CONSISTING OF CHLORITE SCHIST INTERBEDDED WI TH THIN BANOS 0' QUAAllIT[.

SCHISTOSITY AfIID CLEAVAGE PLANES STA II<[

ABOUT N '50 E AND DIP TO THE SOUTHEAST AT ABOUT 60 T\\ol ?O DEGREES.

GENtRALL Y, THE RDCl(

IS HIGHLY WEATH[AEO AT THE SUAF'ACE BUT IECOMfs LESS.fATHERED W'1M OEPTH

[XC[PT

&:'1; OTH.I 'ltF Nor"n.

SORINe H-ee

......... AIWrIOII/

190 I.~

4000-16.1"100 e-TO 5000 **

--- --~-- -------t I

I sooo

~()OO socJO eooo fOCro c

600()

COMPRESSIVE STRENGTH OF ROCK IN POUNDS/SQ. IN.

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT LOG OF BORING

'IGURI 2.7.9

"5-------"-0-11-'NG H-56

~

./75 II

./$(J

."5

..,00

.!JO~------------------------~--------~---------=

SECTION 10 0

'iiii'iiiil NOT E:

THE LOCATION OF THIS SECTION IS SHOWN ON FI:;U~[ 2 7.1 SUBSURFACE SECTION A-A HORIZONTAL SCALE IN FEET

'0 20 30 40 SO 60 TO 80 90 100..

PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT SUBSURFACE SECTION FIGURE 2.8.1

)

-R6-------------------------------------~~~------------------ ---------------------- -----------------

-~-----------------------------------------------------------------------------------------------=-~

-/~------------------------------------------------------------"------------------- --------~:.:.:::;;;

-160-------------------------------------------------------------------------------:---:::::;:oI'll!~+

...116--------------------------------------------------------------:-:-:-:--::-:-;;------~~

~

t.I/Of)-======-....'

~

.176

'/60 -..::==----__--'

./16------------.:

./00-------------....

.76*----------------.:

  • 60----------------------""

_16-----------------------------------------------------

NOTE:

THE LOCATlOII OF THII SECTION

.1 lHOWN 011 FleURE 2*1*1 SUBSURFACE SECTION aftlOll --:8 ICUIIIOlillAl".

SCAlor 1"- "u, 100101050405060 1OIO.OtOO WWW.

ts4 1iJ¥j PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND3 UPDATED FINAL SAFETY ANALYSIS REPORT SUBSURFACE SECTION FIGURE 2.8.2

OlsrllNCE IN I'H.r 01 STANCE IN FEET o

Z

~sz N

c...;

T

~

VELOCITY DAIfA ATTENUATION CURVES PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWERSTATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT ATTENUATION CURVES fiGURE 2.8.3

SOIL MODERATELY WEATHERED ROCK"

.:>:.i->

~

WEATHERED ROCK

.i->

~~---------------------------.J+172 r--------------------------------------------------J+, 20

~-

250-200-

~

~l(

~

~ /50-

~

+135

~au

~

/00-

\\

I UNWEATHERED ROCK 50-0-

SOIL - ROCK PROFILE PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT CURVED SURFACE OF SL lor NG ANALYSES SOIL-ROCK PROFILE FIGURE 2.9.1

SOIL We:ATHERED ROCK I

MODERATELY WEATHERED ROCK

,/

./

PEACH BOTTOM RUN 4

ROCK SLOPE STUDY EARTHQUAKE LORDS 10/11/68 0-50-100-250-200-300-FINITE ELEMENT MESH PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT FINITE ELEMENT ANALYSES FINITE ELEMENT MESH FIGURE 2.9.2

300-2$0-200-

~,

~

~ 1$0-

~

t-.;.

~

au

~

100-

$0-0-

PEACH BOrTOM RUN 4 ROCK SLOPE STUDY EARTHQUAKE LOADS 10/11/68

~------~---,-~---

~-----


~-------------J

____~~~-----3 00 00


d CONTOUR INTERVAL = 2000 POUNDS PER SQUARE FOOT POSITIVE VALUES INDICATE COMPRESSIVE STRESSES MAXIMUM PRINCIPAL STRESS FINITE ELEMENT ANALYSES PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS 2AND 3 UPDATEDFINAL SAFETY ANALYSIS REPORT MAXIMUM PR1NCIPAL STRESS FIGURE 2.9.3

300-250-200-

"~

I(

~

~ /50-

~

~..,

~ /00-50-0-

PERCH BOTTOM RUN 4 ROCK SLOPE STUDY

,EARrHQUAKE LOADS 10/11/68 MINIMUM PRINCIPAL STRESS FINITE ELEMENT ANALYSES PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION UNITS2AND3 UPDATED FINAL SAFETYANALYSIS REPORT cOtJTOUR INTERVAL

= 1000 POUNDS PER SQUARE FOOT POSITIVE VALUES INDICATE COMPRESSIVE STRESSES MINIMUM PRINCIPAL STRESS FIGURE 2.9.4

soo-i-PEACH BOTTOM RUN 4 250-ROCK SLOPE STUDY f

r t

EARTHQUAKE LOADS t:

l-f 5-2-69 I

f 1-200-I I

I I

~

/

I

/

I

+

~

// /1 f

+

f

.~

//

I

~ 150

~/

/1

(/

i:::

f t

~

~

~

-+-

100

--+-

---t-:

I t

t-50-0-

STRESS DIRECTIONS FINITE ELEMENT ANALYSES PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM ATOMIC POWER STATION

'UNITS 2 AND 3 UPDATED FINAL SAFETY ANALYSIS REPORT

}

(

STRESS IN KIPS / SQ.FT.

5 0

~

10

~

I I

STRESS DIRECTIONS FIGURE 2.9.5