Text

Rev. 20 to Updated Final Safety Analysis Report, Chapter 2, Section 2.4, Figures - Redacted
	ML21089A082
Person / Time
Site:	Seabrook
Issue date:	10/22/2020
From:	; NextEra Energy Seabrook
To:	; Office of Nuclear Reactor Regulation
	Poole J, NRR/DORL/LPLI, 415-2048
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ML21088A388	List: ML21089A073; ML21089A082; ML21089A366; ML21089A391; ML21090A147; ML21090A183; ML21090A213; SBK-L-20124, Rev. 20 to Updated Final Safety Analysis Report, Chapter 8, Electric Power - Redacted;
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Site Topography and Plot Plan SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Rev. 12 Figure 2.4-1

Topographic Map Depicting Major Hydrologic Features of Region SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-2

Time Incremental Distribution of Local PMP SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-3 30 25 z

0 20

~~

r ::,

~o uI W'

C,:V) 15 a..w LLI ou w~

i------1 I

~-

o:

10 5

I O

5Min 15Min l Hr 3Hr 5Hr 12 Hr l0Min 30Min 2 Hr 4 Hr 6 Hr 24 Hr TIME

Probable Maximum Precipitation for 200 Square Miles - 24 Hours (in Inches) - The All Season Envelope SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-4

aout\\.t *1.111111111o1 **u1,1f.1n**

,"°"'i~t"-f~:-f--4--4----+-...J.~gJ.-...U,., ::: ::~:,:;:;*:.:-:::::*-,.L-+--f:-,-

REFERENCE:

Figure 1 of Ried~l, J.T., J. F. Appleby, and R. W. Schloemer, April 1956, "Sf':isonal Variation of the Probable Maximum Precipitation East of the 105th Meridian for Areas from 10 to 1000 Square Miles and Durations of 6, 12, 24 and 48 Hours," Hydrometeorological Report No. 33, U. 5. Department of Commerce.

Depth - Area - Duration Relationships SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-5 j:

I*

I i.

I '

I I

,0

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t<i<l*f.,IN 1....-,.*.. ***--..wn

REFERENCE:

Figure 2 of R,iedel, J.T., J. F. Appleby, and R. W. Schloemer, April 1956, "Seasonal Variation of the Probable Maximum Precipitation East of the 105th Meridian for Areas from 10 to 1000 Square Miles and Durations of 6, 12, 24 and 48 Hours," Hydrometeorological Report No. 33, U.S. Department of Commerce.

I

Hampton Harbor Drainage Basin SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-6

REFERENCE:

Portion of USGS Topographic Map Exeter, New Hampshire-Mass.

Scale: 1:62,500

Hampton Harbor Drainage Basin - Detailed Topography

[2 Sheets]

SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-7 Sh. 1 of 2

Hampton Harbor Drainage Basin - Detailed Topography

[2 Sheets]

SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-7 Sh. 2 of 2 0

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PMP Hydrographs SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-8 150 ~-----------------------------

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10 15 20 25 TIME (HOURS)

(A) NATURAL DRAINAGE AREA (35.2 SQ.MILES)

J_69,900 18850

_________ 10200 3280 CFS 1180 oL-------~===============~====~

25 Tl ME {HOURS}

0 5

10 15 20

( B) SUBMERGED AREA

PMF Discharge Hydrograph SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-9 150 i

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10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 TIME ( HOURS)

Hampton Harbor Surface Area vs. Elevation SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-10 25

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Astronomical Tidal Cycle - Hampton Harbor - November 22, 1972 SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-11 12.-----------------------------

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Hampton Harbor PMF Hydrograph SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-12 14 I

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Offshore Depth Profile - Transverse Line N75W (True)

SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-14 STILLWATER LEVEL 0

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DISTANCE FROM DEEP WATER (NAUTICAL MILES)

Estimated Probability of Extreme High Tide at Portland, Maine and Boston, Mass.

SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-15 16.5 17...

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(Based on data for 1914-1959.)

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(Based on data for 1922-1960)

REFERENCE:

Figures 26 and 27 of U.S. Weather Bureau Hydrometeorological Section, "Criteria for a Standard Project Northeaster for New England North of Cape Cod,"

National Hurricane Research Project Report /168, 1964.

Open Coast Storm Surge Hydrographs - Seabrook Plant SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-16

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0 2

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8 TIME-HOURS SINCE PMH CROSSED CONTINENTAL SHELF 10 12

Resultant PMH and SPF Stillwater Levels SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-18

):

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...J UJ 18 16 OPEN co.--.ST PMH SURGE HYDROGRAPH AND SPF DISCHARGE HYDROGRAPH ROUTED INTO BAY CONCURRENTLY 14 12 10 8

19.7FT. MLW TOTAL STILLWATER LEVEL AT SITE CORRECTED FOR

/LOCAL WIND SETUP ON BAY OPEN COAST PMH SURGE 75 SPF DISCHARGE 50 INTO BAY 25 6 +-------,-------.------.,......-----..--------,------+

-3

-2

-1 0

+1

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TIME 10 1 CORRESPONDS TO ARRIVAL OF PEAK SWL AT SITE SWL =STILLWATER LEVEL

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MAXIMUM WAVE PERIOD CURVE C -

S I TE STILLWATER LEVEL CURVED -

MAXIMUM BREAKING WAVE HEIGHT FOR SECTIONS 1 THROUGH 8 D4 ::"i

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Wave Protection Revetments and Seawall SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-21 1---

Topographic Profiles SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-22 z

0

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.,_180 FEET TO PUMP HOUSE

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SECTION 3 RZETMENT 3. 0 M =.0108 SECTION 4

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M = 0.020

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JOj,._ 70 FEET TO COOLING 20 TOWER

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1. 5 ~----------.llM!L=~Q1......1:0~2:.:"25:,!:!0'......_ ____ _:_

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10 20 30 40 50 DISTANCE, FEET

SPS - PMH Site Flooding SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-23 REV.04 A

INFLOW DUE TO LOCAL INTENSE V)

SPS-PRECIPITATION LL B -

INFLOW DUE TO WAVE OVERTOPPING u

1500 ON SOUTHEAST FLANK w

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Wave Pressure Distributions against Seawall and Retaining Wall SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-25 2111 LBS/FT. OF WALL PLANT GRADE,MSL EL=20.0' -------F""-::Zr-----;r-hc =5.54' 381 PSF (DYNAMIC PRESSURE)

EL.= ll.71'-

6398 LBS OF WALL MS

_ 7 o'- (STATIC FORCE)

L EL.-

905 PSF (STATIC PRESSURE)

BROKEN WAVE CONDITION ON VERTICAL SEAWAI l WAVE PARAMETERS Ht,

= 7. 91 I (BREAKING WAVE HEIGHT)

T = (INDEPENDENT OF WAVE PERIOD) d 1

= 8.6 1 (WATFR DEPTF-1 IN FRONT OF STRUCTURE)

PLANT GRADE, MSL EL.= 20.0'------,

EL= 19.56' 5047 LBS/FT.

OF WALL (STATIC FORCE) 26,622 LBS/FT OF WALL (DYNAMJC FORCE) 10,097 PSF (DYNAMIC PRESSURE)

MSL EL.= 7.o' -L---------::8--i!04._,....,PS=F,...,.,STATIC PRESSURE)

BREAKING. WAVE CONDITION ON VERTICAL SEAWALL WAVE PARAMETERS Ht, = 7.9Jl (BREAKING WAVE HEIGHT)

T = 4.8 SECONDS (WAVE PERIOD) d1

= 8.6 1 (WATER DEPTH IN FRONT OF STRUCTURE)

PLANT GRADE,MSL EL.=20.0'-----,

d=7.6' EL.= 10.53'-

1862 LBS/FT.

OF WALL MSL EL. = 8.o*- (STATIC FORCE) i--104 PSF I

(DYNAMIC PRESSURE) 490 PSF (STATIC PRESSURE}

NON-BREAKING WAVE CONDITION ON RETAINING WALL WAVE PARAMETERS H = 2.0 1 (WAVE HEIGHT)

T = 4.8 SECONDS (WAVE PERIOD) d5 = 7.6 1 (WATER DEPTH IN FRONT OF STRUCTURE)

Surficial Geology in the Seabrook Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-26 1---

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L E G E N D BEACH DEPOSIT fl!E JO MIO. SIU USUILLI IUlll 01 Millll DIPOSIJI SWAMP OEPOS IT ORGINIC Mlllllll PLUS SINO, Sill, SOME OIIHL 11

!HIS 1111 OVIILIEI Jill 01 Ml!III DEPOSITS OUTWASH OEPOS IT COIRSI IUD UO rllE GRllll !HIN {LISS THU 20')

OYIRLIIS Jill 01 INJIIFINGIII WIJH MIIINI OIPOSIJI MAR I NE DEPOSIT CUI, SILT, SIM SANO LIMIIIJID I CE-CONTACT DEPOSIT IIRIJlfllD 1110, OIIVll, 11D CO!lllS II Plllll,

HRRICIS UD HILLS TI LL CUI, !Ill, 11D !OULDIRS INTIRMIIID, GENE!llll LISS THI! 20' !Hit! IUJ MIi !EICH 200' JHICI II DIUMLINI Scale in Milu PUBLIC SUPPLY WELL DOMESTIC WELL

Geologic Profile of Seabrook Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-27 I

Water Table Contours SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-28 1---

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Groundwater Contours in Plant Site Area Prior to Construction SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-29

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APPROXIMATE GROUNDWATER ELEVATION CONTOURS Notes:

1) Elevation in feet above MSL.

2) Contours shown are based on water level readings in borings at the time the borings were performed.

3) Groundwater contours shown are superimposed on a copy of fig. 2. 5-12 from Seabrook. FSAR.

Approximate Groundwater Elevation Contours TIDAL MARSH *~

Original Surface Topography W.<

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Site Vicinity Wells SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-30

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Seabrook Area Wells SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-31 0

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Water Level Variations in the Seabrook Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-32

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ML21089A082

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