ML17212A069

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Final Safety Analysis Report, Rev. 30, Chapter 2, Figures 2.5.5-1 - 2.5.4-75
ML17212A069
Person / Time
Site: Millstone 
Issue date: 06/29/2017
From:
Dominion Nuclear Connecticut
To:
Office of Nuclear Reactor Regulation
Shared Package
ML17212A038 List:
References
17-208
Download: ML17212A069 (88)
v • d • e


Text

SOIL PROPERTIES SOIL NO.

TOTAL STATIC ANALYSIS UNITWEIGHT y(pcf) q; C

~NAMIC ANALYSIS 4>

C

  • rnST-EAR "QUAKE ANALYSIS*

f c

SOIL DESCRIPTION 1

150 38 0

38 0

38 0

ARMOR STONE. 4500 to 7500 lb.

2.

140 38 0

38 0

38 0

UNDERLAYMEN1; 300 to 700 lb.

3 120 37 0

0 1094 37 0

BEACH AND OUTWASH SAND 4

120 34 0

0 1319 34 0

5 120

. 34 0

0 1090 34 0

6 120 34 0

0 1716 34 0

7 120 34 0

0 2245 34 0

8 120 34 0

0 2396 34 0

9 120 34 0

0 499 34 0

to 165 0

5000 0

5000 0

5000 BEDROCK t1 120 38 0

38 0

38 0

STRUCTURAL BACKFILL NOTES:

4> = ANGLE OF INTERNAL FRICTION, DEGREES DYNAMIC ANALYSIS (cp=EFFECTIVE, ep=TOTAL)

PSEUDO STATIC FORCES

0. 259 C = COHESIVE STRENGTH. pst (C= EFFECTIVE, C = TOTAL)

Ool70r

  • IN THE POST-EARTHQUAKE STABILITY ANALYSIS PORE PRESSURE BUILDUP EQUAL TO 50% OF EFFECTIVE OVERBURDEN STRESS WAS USED.

FS: MINIMUM FACTORi)F SAFETY 20 20 SOl L 11 to to t-l-

W w

W W

u, u,

SOIL 3 0

0 I

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Z SOIL 4 0

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tt

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SOIL 6 w --20

-20 w

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w

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-30 SOIL 7

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.;..-.........::::::::::::::=..---'------------==--------=::=:::::::---==---==:::::-.------==-------: -40 SOIL 10 SLOPE STABILITY SECTION FIGURE 2.5.5-'

5H:IV SLOPE TO W500' SECTION THROUGH SHOREFRONT MILLSTONE NUCLEAR POWER PLANT UNIT 3 FINAL SAFETY ANALYSIS REPORT JANUARY 1998

C N 90E N 09 E/76NW B

C C

A I

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I EXCAVATION FACE (VERTICAL) i Y

(-) Z LINE OF INTERSECTION OF THE 2 FAILURE PLANES

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N 45 W B

N 04 E /76 SE D

C

/

/

D EXCAVATION FACE (VERTICAL)

A D

o 10 20 I

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SCALE : FEET FIGURE 2.5.5-2 TYPICAL WEDGE GEOMETRY MILLSTONE NUCLEAR POWER PLANT UNIT 3

FINAL SAFETY ANALYSIS REPORT

EL. (-).5 20 21 0.1 N04Ef. 76SE

\\19 0.3 MAIN

~18 STEAM BUilDING 1.9 17 REACTOR CONTAINMENT EXCAVATION GRADE fl. (-) 39.00 N59W 10\\

t 0.9

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ESF I BUilDING I

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HYDROGEN 14-.+-- RECOMBINER 88 N70E NOTE FORCES IN KSF FIGURE 2.5.5-3 DESIGN LOADS FOR RING BEAM MILLSTONE NUCLEAR POWER PLANT UNIT 3 FINAL SAFETY ANALYSIS REPORT

o

-10

-20 SOIL 7

,---~-_i_-30 ELEVATIO (FEET) 20 10 DEEP WEDGE F.5. STATIC::. 3.54, DYNAMIC::. r. 16 DYNAMIC ANALYSIS PSEUDO STATIC FORCES L

II')

0

~

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0 0

0

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z

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0 0

0 IlQ GI IlQ SOIL 1

SOIL G

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-===:::;2~====1-40

-50

-50

-60

-60 SOIL PROPERTIES NOTES:

TOTAL STATiC ANALYSIS DYNAMIC ANALYSIS SOIL UNIT WEIGHT NO.

Y [pcf)

T c

¢ C

SOIL DESCRIPTION 1

120 3 *4 0

0 625 BEACH fA OUTWASH SAND 2

150 38 0

38.

0 ARMOR STONE t 4500 TO 7500 lb.

L

\\40 38 0

38 0

UNDERLAYMENT.

300 TO 700 lb.

4 (30 35 0

35 0

ABLATION TILL 5

135 37 0

37 0

BASAL TILL 6

165 0

5000 0

5000 BEDROCK 7

120 34 0

0 22.5 BEACH &. OUTWASH SAND o ;:

ANGLE OF INTERNAL FRICTION, DEGREES (0 =EFFECTIVE.

0 '" TOTAL)

C COHESIVE STRENGTH. psf (C = EFFECTIVE.

C = TOTAL)

FS = MINIMUM FACTOR OF SAFETY FIGURE 2..5.5 - 4 SHOREFRONT SLOPE STABILITY SECTION-SLOPING ROCK PROFILE MILLSTONE NUCLEAR POWER STATION UNIT 3

FINAL SAFETY ANALYSIS REPORT CAD FILE: 2554.dgn/ 2554.clt Jan ua ry 1:J'38

40 P8-UPIA\\

3.0 u,

(f)

~ P3-UP4A2 C\\J 2.0 I~

+

lbo 1.0 oO~-a..._--L---,;'r;---_.L..!..-;;-;:;----:;.I;:-------:-1::-----::I

---_L-_-_---.J 2.0 5.0 6.0 7.0 SAMPLE

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P3-UP4A2 33.3 P4-UPIA2 41.9 FIGURE 2.5.5-5 P7-UP3A2 35.2

SUMMARY

OF CIU TEST RESULTS P8-UPIA 45.5 BEACH AREA OUTWASH SANDS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT (FROM APPENDIX 2.5G)

MAY 1984 AMENDMENT 8

N04E/76SE N70E/88NW""...-""",,,,

/

N59W 53 NE CASE 15 EXCAVATION FACE-N09W

--FS.=1.f5 VOLUME;; 2563 FT 3 OF ROCK WEDGE F. S. ;; 1 73 VOLUME = 6934 FT3 OF ROCK WEDGE N59W/53NE N04 E /76 SE CASE 16 EXCAVATION FACE N09E

-- F. S.

1.15 VOL UME
820 FT 3 OF ROCK WEDGE F. S. = 1.86 VOLUME;; 4968 FT 3 OF ROCK WEDGE CA SE 17 F. S. ;; 1.75 VOLUME;; 1425 FT3 OF ROCK WEDGE

-- F. S. ;; 1.14 VOLUME ;; 346 FT 3 OF ROCK WEDGE N70E/88 NW EXCAVATION j......-:

FACE N26E

-- NO 4 E / 76 SE N59W/53NE~<,

FIGURE 2.5.5-6 POTENTIAL FAILURE WEDGES WEST SIDE OF CONTAINMENT EXCAVATION MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 8 MAY 1984

FIGURE 2.5.5-7 ROCK SURFACE NEAR NORTH EDGE OF MAIN STEAM VALVE BUILDING MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 8 MAY 198L:

30 I

20 I

10 I

SCALE - MILES FIGURE 2.5.1-10 LINEAMENT MAP FROM LANDSAT PHOTOGRAPHS MILLSTONE NUCLEAR POWER STATION UNIT :3 FINAL SAFETY ANALYSIS REPORT

..l Llr o

I NOTE NUMBERS CORRESPOND TO LINEAMENT DESCRIPTIONS IN TABLE 2.5.1-8.

LINEAMENT COINCIDING WITH MAPPED FAULTS LINEAMENT COINCIDING WITH MAPPED GEOLOGIC CONTACTS LINEAMENT CORRESPONDING TO TOPOGRAPHIC FEATURES NOT COINCIDENT WITH EITHER MAPPED GEOLOGIC CONTACTS OR MAPPED FAULTS LEGEND 61/

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REFERENCES :

Banks (1975), Fisher et 01 (1970), USGS (1972)

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N E

45°~

+ 45° 69° EXPLANATION CRETACEOUS TO RECENT

~;i',!t~~~f§iJ UNLITHIFIED SEDIMENTS CRETACEOUS

.. MONTEREGIAN INTRUSIVES JURASS IC-CRETACEOUS WHITE MOUNTAIN PLUTONIC VOLCANIC SERIES TRIASSIC-JURASSIC

~

42"-

..4 CONTACTS LATE PRECAMBRIAN l"~':'~;-';:':I AVALONIAN BASEMENT

'-~'!-J"',~

(- 650 M.Y.l PRECAMBRIAN r+:+:+J GRENVILLE BASEMENT G..::..:t..:.;; (-1100 M_Y.)

PALEOZOIC

[:=J FAULTS THRUST

~ NORMAL UNCLASSIFIED INFERRED

+

AXIS OF GREEN MOUNTAIN ANTICLINORIUM

--....!?~--

MAGNETIC CONTOURS CONTOUR INTERVAL VARIABLE VALUES IN HUNDREDS OF GAMMAS v

o 10 I

20 30 40 I

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SCALE-MILES 50 I

~eoloq9_<f Slr,fClUre MoClirfe-C1 frOm Bain (1932), Dixon and Lundgren(l968). 0011 (1961l.

King (1959), McMaster (l971l. Naylor (1975) Ratcliffe (1971),

Rodgers(970), Skehan (1969), White ( 1968).

C ~ ::0 "Tl z~rmG) l>-trG)C r

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Aeromagnetic Oota Moditied from, Zietz et 01 (1972)

't Dato Bouguer Grav. y Kone et 01(1972)

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50 SCALE-MILES EXPLANATION CRETACEOUS TO RE;D~~:TS

~/?:~.:.] UNLITHIFIED S CRETACEOUS EGIAN INTRUSIVES

.. MONTER JURASSIC -CRETACE~~SpLUTONIC.VOLCANIC SERIES

~:::t??:?: ::1 WHITE MOUNT

~~:;:~~~IC - JURASSIC

~

PALEOZOIC o

AN LATE PRECAMBRI ENT(.r650 M.Y.)

f3,;{;,1:-1AVALON IAN BASEM PRECAMBRIAN ENT(""-1100 M.Y.)

~ GRENVILLE SASEM CONTACTS FAULTS THRUST

--...., NORMAL i

I UNCLASSIFIED

INFERRED

+

AXIS OF GREEN MOUNTAIN ANTICLINORIUM

- GRAVITY ANOMA~YU~~Z~~~~ES GRAVITY LOW H~\\CHuRED CO~~VAL 5 MILLIGALS CONTOURINT

INDICATES SPARSE INFORMATION Modified from:

I )

G logy ond Structure (1968) 0011(196 eo nd Lundoren

, ( 975)

Soin (1932), DiXO~aster (1971), Naylor, '(1969')

White (l96B)

Kino (1959), M)CR~~gerS (1970), 'Skehan Rotcliffe (1971

  • Modified from :

FIGURE 2.5.1 -12 R GRAVITY MAP REGIONAL BOUGU~ POWER STATION MILLSTONE NUCLEA UN~T 3 ETY ANALYSIS REPORT FINAL SAF

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EXPLANATION LZJ WESTERLY GRANITE di!c;cs of gray Ie pink, (..... 01 - 10 medium graincd, ec:;u;~rar1""'Qr grorl,'Jt!

L2ZJ NODULAR GRAN ITf while 10 light way, locally pink, mic:rodine-rich. mafic-poor granite conla.:r~;ng si Jlirr;anile EJ t,LASl<11E G\\JEISS orong".pink to gro"ish*oronge, relatively eqlJigrorilliar,'nedium grained oggre 90'es o~ quorrz, In iuo(,/;n, micrcperlhite o'1d plagioclase f~'#'241 BIOTITE GRANITE GNEISS 8i

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Z

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z z W

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z z

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a.

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orange-pink 10 ycilowish-gray, m",d'~m to coarse gro,.'ned, well fo:jutcd gnei5S

)

cOflsi" ling of q~lOnl. fe ldspar, and biolJl! plus hornblenoe BRiMFIELD FORMATION gray Ie dDrk--groy, cocr.~e-groined migmotitic biot,l/o seh;s) ond gneiss in which jorge: poikilit;c red gorr,els are (:onspicuo()s, thin ie'15e of amphibolite

~~

~;~SJ MONSON GNE ISS lighr !o dork-gr:::y, 'nedlurn-grained bio/ilie and horilb!endic plagioclase-quartz gneisses oro' thm subordinate layers of iJlock amphibolile ond p i,.).: oiaskilC' NEW LONDON GNEISS nl, int'rio'l'ered light-gray gronod,lo."';c !)rleiss md amphibolite, with suoordinafe hornblende-pimioc1ose gneiss, medium

  • 1o finc grained massive gneissic gmno dior,'te, locally 0 qua rtz ~onzonit8 WiTh biolile (J.',d rr)OQ'letire ni, Joshua Rock Gneiss Member, jighl-fo mediurr:-yray, rned1wm-.r:;roined, weakly foliated, oeger jnc-augile m!croperfhile gran ite, commonly :spotted with red hemuli!e sluin MAMACOKE FORMATION
mmu,

~wlded, 'neqjJigronular amphibolite Of lop; garnet*rich blotlfe-qwartz andesine gneiss w.rth and w it/lOut s;f/imonite; ccicsilicote gneiss; and lighl tDlored biotlfe-sil/imorfte-qlJOrtz gneiss willi ellipsoH5 of quam' and sliJ;manitc mml, indistinctly layered ligh!-Io-dork gra y, biolilf!-quOrTl* ieJdspcr gneiss, ar:d m inor hornblende-biolrl",-qlJorl:t:-feldspor gneiss, locally granitoid and migmo;ic.

Thin iayers of amphiboliTe and qlJurtzife und,vided

~

u pm pi

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PLAINFIELD FORMATION pu, Quarlzite ond schisr; subordrnale p, dark biotite-quartz-feJdspar gneiss, arnphlboJire, biotite*quortz-ieldsoor sOnle foyers wi,I! yornet. :Jnd sii!imonite, y,'leis:s, "odular gnei:ss Ilght-way sillimonite-blOlile*f",ldspur pm, sillimanile schisl onj gneiss: sub o,"C/inate amphibolite, r:odulor gneiss pi, tjllmI7.fe,'dsoor gneiss; s()bordi'1cte sillimanite schist, amphibolite, quartz;/('

nlh:-!;ilic(]ie gronofels o

2000 4000 6000 r

SCALE - FEET NOTE CONTOUR INTE RVAL 20 FEET z "

C;;

~g W

0:

a.

Contact

-B-

-A-Syncline AI'I,c1ine Tr:l!f) of tl)(i{]1 plene of ollerturr:cd lold Inc.lincd Vert;cal Strike and dip of bc::lding

.vJ.'

Inclined Vertl::,o l UndJlatory Sirike anc dip ct minera i b l alioll

....,!.o Concordant

.,.l' ""

Discordant boddingand foliolion

~

Concordant or,c'Isrticol bedd ing a nd foliotion bedding and iolia tion Incli ned Vertical Strike and dip of p'orn inent joints Str;k", of granite-hi led shear

~~

inclined

-+I Vertical FOclirs of s"rlo ll d isp'cccmen' Bearin',;J and p'vngu of s:i c.kl'!n,ide JZ'2, ' W 71:';))'00' I '1 '30)'(0 '

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  • MAP LOCATION BY QUADRANGLE FIGURE 2.5.1-13 SITE BEDROCK GEOLOGY MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

LEGEND

~

X j

j I

j DOME BASIN ANTICLINE L PLANE TRACE OF T~5R~~lt ANTICLINE OF AN OVER AL PLANE TRACE OF ~~~R~~D SYNCLINE OF AN OVE SURFACE THE AXIAL LINE TRACEEO:ECUMBENT TSUYRNNCED u'MB OF TH "ARE ON OVER TICKS.

HIGH-ANGLE FAULT THRUST FAULT NORM/!'L FAULT

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~~4iC' C/)

I

REFERENCES:

n (1968), Goldsrni Go ldsrni ith and Dixo th (1967c)

~

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'I*----S-C-ALE-MILES KILLINGWORTH DOME 2 5 1-14 FIGURE

""MAP OF TECTONR~ CONNECTICU~R STATION L A EASTE UCLEAR POW 10 o

I MILLSTONE N RT G

L UNIT 3 FINAL SAFETY ANALYSIS REPO

w LEGEND

~ 5-10%

~ 10-15%

o 15-20%

1<1 20-25%

25-30%

30-35%

TRUE N

+------

f-E N67W 48NE (N54W 48NE)

S LOWER HEMISPHERE PLOT NOTES CONTOUR INTERVAL: 5 % I 344 POINTS ATTITUDE WITH RESPECT TO PLANT N IS IN PARENTHESES FIGURE 2.5.1-15 CONTOUR DIAGRAM OF POLES TO FOLIATION PLANES-FINAL GRADE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

TRUE PLANT N

N N69E74SE~

(N82E 74SE)

N48W 7NE (N35W 7NE)

N02W 78SW (NilE 78NW)

N03W 63NE (N 10E 63SE)

S LOWER HEMISPHERE PLOT LEGEND

~ 2-4%

NOTES m

CONTOUR INTERVAL = 2%, 3015 POINTS 4-6%

ATTITUDE WITH RESPECT TO PLANT N IS D

IN PARENTHESES 6-8%

1><) 8-10%

10-12%

12-14%

FIGURE 2.5.1-16 CONTOUR DIAGRAM OF POLES TO JOINT PLANES - FINAL GRADE MILLSTONE NUCLEAR POWER STATION UNIT :3 FINAL SAFETY ANALYSIS REPORT

TRUE PLANT N

N W

N90E 56° (S77E)

S LOWER HEMISPHERE PLOT LEGEND NOTES

~1-2%

CONTOUR INTERVAL: 1%, 216 POINTS 0

2-3%

BEARING WITH RESPECT TO PLANT N IS IN PARENTHESES hi 3-4%

_4-5%

5-6%

FIGURE 2.5.1 -17 CONTOUR PLOT OF BEARING AND PLUNGE OF SLICKENSIDES FINAL GRADE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

FIGURE 2.5.1-18 GENERALIZED LOCATION OF FAULTS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

SUBMARINE BASEMENT TROUGH OR BASIN MESOZOIC WHITE MOUNTAIN PLUTONIC..VOLCANIC SERIES INSTRUMENTALLY LOCATED EARTHQUAKES WITH MAGNITUDES LESS THAN 3.1 1'1 Y.

STRUCTURAL FRONT FIGURE 2. 5.2 - 10 T ECTONIC PROV INCES MILLSTONE NUCLEAR POWER STAT ION UNIT 3 FINAL SAFETY ANALYSIS REPORT MARGIN OF TACONIC ALLOCHTHRON (OR KLIPPE )

EXP LANAT ION NOTE EARTHQUAKES ARE LI ST ED CHRONOLOGICALLY ON TABL E 2.5.2-3 UNCLASSIFIED FAULT (DASHED WHERE INFERRED)

THRUST FAULT (DASHED WHERE INFERRED)

SAWT EET H ON UPTHROWN SIDE

.J-W..J...J..

NORMAL (OR OTHER HIGH-ANGL E) FAULT (DASHED WHERE INFERRED), TICKS ON DOWNTHROWN SIDE

-?-?-':=l HYPOTHETI CAL FAULTS

~?.1..1.?~ ~

FAULTS MODIFIED MERCALLI INTENSITY

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FIGURE 2.5.4-10 GEOLOGIC MAP OF FINAL GRADE SOUTHEAST QUADRANT OF CONTAINMENT WALLS MILLSTONE NUCLEAR POWER STAT ION UNIT 3 FINAL SAFETY ANAL YS IS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

F IGURE 2.5.4 -11 GEOLOGIC MAP OF FINAL GRADE SOUTHWEST QUADRANT OF CONTAINMENT WALLS MILLSTONE NUCLE AR POWER STATION UNIT 3 FINAL SAFETY ANAL YSIS REPORT Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

FIGURE 2.5.4-12 GEOLOGIC MAP OF FINAL GRADE NORTHWEST QUADRANT OF CONTAINMENT WALLS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.39 Withheld under 10 CFR 2.390 (d)(1)

I NORTH WALL OF EXCAVATI ON

~

j FIGURE 2.5.4-13 GEOLOGIC MAP OF FINAL GRADE NORTHEAST QUADRANT OF CONTAINMENT WALLS MIL LSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYS IS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

FIGURE 2.5.4 - 14 GEOLOGIC MAP OF F INAL GRADE ENGINEERED SAFET Y FEATURES BUIL DING SUMP WALLS MIL L STOlliE NUCLEAR PO WER STAT ION UNIT

3 F INAL SAFE TY ANALYS IS REPORT i

Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

I FI GURE 2.5.4 -1 5 GEOLOGIC MAP OF FINAL GRADE AUXILIAR Y BUILDING PIPE TUNNEL PIT WALL S MIL LSTONE NUCL EAR POWER STAT ION UNIT 3 F INAL SAFE TY ANALYSIS RE PORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

I FI GURE 2.5.4-16 GEOLOGIC MAP OF FINAL GRADE NORTH WALL OF EXCAVATION MILLSTONE NUCLEAR POWER STAT ION UNIT 3 F INAL SAFET Y ANAL YSIS REPORT L.

~

Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

~

)

I GE

[

3

//II f--

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2, FI GURE 2.5.4-17 GEOLOGIC MAP OF FINAL GRADE NORTHEAST AND SOUTHEAST PUMP HOUSE WALLS MILL STO NE NUCL EAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

t FIGURE 2.5,4 - 18 GEOLOGIC MA P OF FINAL GRADE ENGINEERED SAFETY FEAT URES BUILD ING WALLS MILLS TONE NUCLE AR POWER STAT lON UNIT 3 FINA L SAf ET Y ANA LYS IS REPOR T Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

FIGURE 2.5.4 -19 GEOLOG IC MAP OF FINAL GRADE DISCHARGE TUNNEL FLOOR MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

FIGURE 2.5.4 -20 GEOLOG IC MAP OF FINAL GRADE DISCHARGE TUNNEL FLOOR MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

LEGE iii!'

II

~.;

NOTES 1, AL IS AN 2, NU SL (T

AL FIGURE 2,5,4 -2 1 GEOLOGIC MAP OF FINAL GRADE NORTH WALL OF DISCHARGE TUNNEL MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

t FI GURE 2.5.4-23 GEOLOGIC MAP OF F INAL GRADE DISCHARGE T UNNEL FLOOR MILLSTONE NUCLEAR POWER STAT ION UNIT 3 FINAL SAFET Y ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

F IGURE 2.5 4 -2 4 GEOLOGIC MAP OF FINAL GRADE DISCHARGE TUNNEL FL OOR MIL LSTONE NUCL EAR POWER STAT ION UNIT 3 FINAL SAFETY ANALYS tS REPORT Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

FIGURE 2.5.4 - 25 GEOLOGIC MAP OF FINAL GRADE WEST WAll OF DISCHARGE TUNNEL MILLSTONE NUCLEAR POWER STATION UNIT3 fi NAL SAf E.TT ANALYS IS fol E.I'OHI

( '

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

FIGURE 2.54 - 26 GEOLOGIC MAP OF FINAL GRADE EAST WALL OF DISCHARGE TUNNEL MILLSTONE NUCLEAR POWER STATION UNIT :3 FINAL SAFETY ANALYSIS REPORT o<

Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

FIGURE 2.5.4-27 GEOLOGIC MAP OF FINAL GRADE DISCHARGE WEIR ROCK FACE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYS IS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

5 N - BLOWS PER FOOT o

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LEGEND FIGURE 2.5.4-28 o SAND CORRECTED BLOW COUNT PLOT o SAND N>IOO PUMPHOUSE AREA SANDS

  • SILTY SAND, CLAYEY SAND ONSHORE BORING COMPOSITE SANDY GRAVEL, MILLSTONE NUCLEAR POWER STATION SANDY SILT UNIT3 FINAL SAFETY ANALYSIS REPORT

N - BLOWS PER FOOT 0

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5 10 15 20 25 30 35 Nl-CORRECTED BLOW COUNT LEGEND FIGURE 2.5.4-29 o SAND CORRECTED BLOW COUNT PLOT o SAND N>IOO PUMPHOUSE AREA SANDS

  • SILTY SAND, CLAYEY SAND, BORINGS PI TO P8 COMPOSITE SANDY GRAVEL, SANDY SILT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

I SIEVE ANALYSIS I

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INDICATES ENVELOPE OF SOILS LIQUEFIED DURING EARTHQUAKES

( KISHIDA 1969)

NOTE ALL GRAIN SIZE ANALYSIS SAMPLES WERE OBTAINED FROM SPLIT SPOON SAMPLES BORING 307 BORING 311 SAMPLE NO.

SAMPLE CLASSIFICATION DEPTH 2

2.~ -4.0 SILTY SAND (SM)

ABLATION TILL

5 15.0 - 8.!5 SILTY SAND (SM)

ABLATION TI LL 4

7.!5-9.0 SILTY SAND (SM)

ABLATION TILL SAMPLE NO.

SAMPL E CLASS i f iCA T ION DEPTH 2

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ABLATION TILL 3

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1~.0- 16.~ SILTY SAND (SM)

BASAL TILL 5

20.0-21.0 SILTY SAND (SM)

BASAL TILL 6

25.0-26.0 SILTY SAND (SM)

BASAL TILL FIGURE 2.5.4-30 SHEET 1 OF 4 GRAIN SIZE DISTRIBUTION CURVES MILLSTONE NUCLEAR POWER STATION UNIT 3 FINA L SAFETY ANALYSIS REPORT

SIEVE ANALYSIS I

HYDROMETER ANALYSIS I

SIll 0 "

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INDICATES ENVELOPE OF SOILS LIQUEFIED DURING EARTHQUAKES (KISHIDA 196 9)

NOTE AL L GRAIN SIZE ANALYSIS SAMPLES WERE OBTAINED FROM SPLIT SPOON SAMPLES BORING 314 BORING 316 SAMPLE NO.

SAMPLE CLASSIfiCATION DEPTH 2

4.0- 5.5 SAND (SW-' SM)

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10.0 - 11.5 SILTY SAND (SM)

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BASAL TILL SAMPLE NO.

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ABLATION TILL FIGURE 2.5.4 -30 SHEET 2 OF 4 GRAIN SIZE DISTR IBUT ION CURVES MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

SIEVE ANALYSIS I

HYDROMETER ANALYSIS "n 0' O"("UIilI IN '" CHU NUllef lt Of lilIUM, rlt INC". U. S. ITAIil DAll:O

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INDICATES ENVELOPE OF SOILS LIQUEFIED DURING EARTH QUAKES (KISHIDA 196 9)

NOTE ALL GRAIN SIZE ANALYSIS SAMPLES WERE OBTAINED FROM SPLIT SPOON SAMPLES BORING 318 BORING I-2 SAMPL E NO.

SAMP LE CLASSIF ICATION DEPTH 2

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BASAL T ILL SAMPLE NO.

SAMPLE CL ASSIFICATI ON DEPTH 2

2.5 -4.0 SAND (SP-SM)

FI L L (1) 4 7.5-9.0 SAND (SW-SM)

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ABLATION TI L L 9

30.0- 31.5 SAND (SP-SM)

ABLATION TILL I I 40.0-41.5 SILTY SAND (SM)

ABLAT ION TILL FIGURE 2.5.4 -30 SHEET 3 OF 4 GRAIN SIZE DISTRIBUT ION CURVES MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSI S REPORT

SIE VE ANALYSIS I

HYDROMET ER ANALYSIS

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BASAL TILL LEGEND I NDICAT E S ENVELOPE OF MOST LIQUEFIABLE SOILS (LEE Eo FITTON 19691.

INDICATES ENVELOPE OF SOILS LIQUEFIED DURING EARTHQUAKES (KISHIDA 1969)

NOTE ALL GRAIN SIZE ANALYSIS SAMPLES WERE OBTAINED FROM SPLIT SPOON SAMPLES FIGURE 2.5.4-30 SHEET 4 OF 4 GRAIN SIZE DISTRIBUTION CURVES MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

FIGURE 2.5.4 - 31 BORI NG LOCATION PLAN MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5

NOVEMBER 1983 Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

FIGURE 25.4-32 PLOT PLAN SHOWING LOCATIONS OF THE BORINGS AND THE GEOLOGIC SECTIONS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

FIGURE 2.5.4-33 GEOLOGIC PROFILE SECTIONS A-AI AND S-Sl MILLSTONE NUCLEAR POWER STATION UNIT -3 FINAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

FIGURE 2.5.4-34 GEOLOGIC PROFILE, SECTIONS C-C', 0-0', AND E-E' AUGUST 1996 SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

..... C3:(/)G)

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SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

FIGURE 2.5.4 - 36 TOP OF BASAL TILL CONTOUR MAP MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983 SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

FIGURE 2.5.4-37 GROUNDWATER CONTOUR MAP MILLSTONE NUCLEAR POWER STATION UNIT 3

INAL SAFETY ANALYSIS REPORT SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

303 28 26 24 22 20 18

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0

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GENERATOR ENCLOSURE E400 KEY MAP NOTES

1. CONTOUR INTERVAL 2 FEET
2. FOR SECT IONS REFER TO FIGURES 2.5.4-33 S 34 a

40 80 I

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SCALE-FEET B

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-t FIGURE 2.5.4-39 BEDROCK SURFACE CONTOUR MAP MILLSTONE NUCLEAR POWE~ STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT LCI AMENDMENT 3 AUGUST 1983

FIGURE 2.5.4 -40 GENERAL EXCAVATION PLAN MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMEND MENT 3 AUGUST 1983 SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

FIGURE 2.5.4 -41 SHOREFRONT Eo DREDGING PLAN MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDM ENT 14 JULY 1985 Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

O~------------------------.....,

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5 10 15 20 25 LEGEND o

ELASTIC MODULUS (E) CALCULATED FROM SHEAR MODULUS (G) o LAB DATA g} HARDIN E:. BLACK (1968)

FIGURE 2.5.4-42 MODULUS vs. EFFECT IVE CONF INING PRESSURE STRUCTURAL FILL MILLSTONE NUCLEAR POWER STATION UNI T 3 FINAL SAFETY ANALYSIS REPORT

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5 HZ

.<\\t(H1 YT-itYw)

I_I' PR l-t

.I5 q DYNAMIC WATER DYNAMIC PRESSURE PRESSURE DUE TO SURCHARGE 1-1 DYNAMIC SOIL KOq PRESSURE STATIC WATER STATIC PRESSURE PRESSURE DUE TO SURCHARGE 1--1 c7HR STATIC SOIL PRESSURE

'f:

~J IH,

~

~.

  • .~L
'~I..J.

t L

-e-1..-1 UHL STATIC SOIL PRESSURE 4'1

."--' _...-...-t Ii""'"

Ji Ie A

1--1 Y.(Hz -hz)

STATIC WATER PRESSURE GWL p)A'" -

-K-L~ -LYzIH4.

DYNAMIC WATER PRESSURE NOTES I.

DYNAMIC WATER PRESSURE ON LEFT HAND SIDE IS NEGATIVE.

2.

CURVE FOR DYNAMIC WATER PRESSURE IS PARABOLA.

3.

CRANE IS ASSUMED TO BE A POINT LOAD.

LEGEND lTHL = [YThr+YSUB(Hz-hzl]KO

HR = [Y T h,+ YSUB(H I - h, )] Ko PR

= 7/10 [7/8GH Y.~J PL e 7/10[7/8GHY.~]

YT

= TOTAL UNIT WEIGHT OF SOIL YSU8 = SUBMERGE!) UNIT WEIGHT OF SOIL Yw = UNIT WE IGHT OF WATER KO COEFFICIENT OF LATERAL EARTH PRESSURE q

= UNIFORM SURCHARGE LOAD GH = HORIZONTAL EARTHQUAKE COEFFICIENT Gv

= VERTICAL EARTHQUAKE COEFFICIENT GWL= GROUND WATER LEVEL P",

DYNAMIC WATER PRESSURE AT ANY DEPTH, HI 4.

Ko e 0.5 GH=O.17 Gv : 0.114 YT

143 pcf YSUB : 80.6 pet Y", "132 pet Yw=62.4pef FIGURE 2.5.4 -43 LATERAL PRESSURE DISTRIBUTION MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983

SIEVE ANALYSIS I

HYDROME TER ANALYSIS su s OF OPEN ING IN INCHES NUMBER OF MESH PER INCH, U S. STANDARD I GRAI N SIZ E IN MIL LIM E TER S N

N o

0 g (O.n ~

rf')

CD "" lO

'd' J"')

N a

~

<D 0

o 0

0 0 0 N

c;s 88 8 8 8 100 "

<D I'O~N = - '" -.... -

<D 2

N

", <Dr--

S?

N 0 0 o 0

o 100 9 0 90

'\\.

I ao

~ -

. \\....

ao I--

~

t--

t--

c
c

~

70 70

~

W W

~

~

6 0 60 lD lD

~

C L IMI TS OF

~

z z

en 50 =

CAT EGORY I 50 Ui (f) =

ST RUCTUR AL FI L L (f)

C1.

(SECT ION 2.5.4.5.2)

<l:

a.

t-- 4 0 40 t--

Z Z

W W

t) t)

a::

30 30 a::

w w

a.

a.

f--

20 20 10 to 01-1--

0 0

0 0

000 0

0 o

<D U).n..,

N

~

U! ~

"1 N

~

~

~ q ~ q '"

qs ~ ~ s ~

0 0

~

lD 4,0 10....

Cl 0

o o

,, 0

0. o o

GRAIN SI Z E IN MIL LIMETE RS COBBLES I COARSE F INE ICOARSEI MEDIUM FINE I

SII.T OR CLAY GRAVEL SAND I

FINES L EGEND INDICATES ENV ELOPE OF MOST LIQUEFIABLE SOILS (LEE (. FITTON 1969)

INDICATES ENVELOPE OF SOIL S LIQUEFIED DURING EART HQUAKES

( KISHIDA 1969)

FIGURE 2.5.4 - 4 4 GRADATION CURVES FOR CATEGORY I STRUCTURAL FILL MILLSTONE NUCLEAR POWER STATION UN IT 3 FINAL SAFETY ANALYSIS REPORT

40 11

--.1 0

I 30

_,N-E b

~I~

20 0

0I-II N

~

10 o

5 LEGEND TEST

<1"C kg /cm 2 0.5 1.0 2.0 RESONANT COLUMN 0

0 SMALL STRAIN A

CYCLIC TRIAXIAL SHEAR STRAIN SINGLE AMPLITUDE (IN.! IN.)

FIGURE 2.5.4 -45 K2 VS SHEAR STRAIN FOR BEACH SANDS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

a 100 200 SHEAR 300 STRESS (,) (PSF) 500 400 600 700 800 10 r-w W

u,

I:

r-n, w 0

20 30 T max 50'----------------------------'

FIGURE 2.5.4-46 EARTHQUAKE INDUCED SHEAR STRESSES IN BEACH SANDS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

MNPS-3 1.0 __---------------------.....,

0*8 r;

U b'" Ib I

N b-0*6

- o

~

D:

0.4

~

Wcr I

en 0*2 5 CYCLES AT 10/. D.A. STRAIN Cr =0.6 0

0 (Kg/om2 )

o.~

1.0 1.0 2.0 (KSFj a:C 0

0.9 1.2 1.5 1.8 21 2A 2.7 3.0 Iuf L

I I

I I

I i

I uy =312 iTC NOTE:

FOR Ko= 0.5 ISOTROPIC LOADING INITIAL CONDITION FIGURE 2.5.4-47 CYCLIC STRESS RATIO VS CONFINING PRESSURE FOR BEACH SANDS JUNE 1997

0.5...----------.-----------r-----------.---.r---~r__-____,

LOWER BOUND FOR SITES WHERE LIQUEFACTION o

OCCURRED FOR MAGNITUDE U>

5 TO 6 EARTHQUAKES Z o

~ 0.4 I----------l----------+----------,f--+---J'---.-------i II Ib 0:::

o o

u, z o o

t>

~ 0.3 W

TIU:* =0.278

> o LOWER BOUND FOR SITES

....l WHERE LIQUEFACTION

(!)

OCCURRED FOR MAGNITUDE Z

7 TO 7 112 EARTHQUAKES U>

<X u 0.2 1------.,.-3IL.+-----F---,-..--__o£....1----------1---------1 T

(T

0.185 a

,~

'j::;

o o

o

~

<X 0:::

o U>

U> 0.1 I---------JL-....,...+---+------+--------f--------..,

W o

0:::.

N 1= STA NDARD PEN ETRATION RESISTANCE CORRECTED TO en u

o AN OVERBURDEN PRESSURE

....l EQUAL TO I T.S.F.

c:i U

(\\/

b U

IZ IZ 10 20 30 40 NI (BLOWS PER FOOT)

LICUEFACTION STRESS RATIO BASED ON ESTIMATED ACCELERATION.

LIQUEFACTION; STRESS RATIO BASED ON GOOD ACCELERATION OATA.

o NO LIQUEFACTION; STRESS RATIO BASED ON ESTIMATE:l ACCELERATION.

o NO LIQUEFACTION; STRESS RATIO BASED ON GOOD ACCELERATION DATA.

SOURCE FIGURE 2.5.4-48 Seed et 01 (1975)

CYCLIC STRESS RATIO VS PENETRATION RESiSTANCE OF SAND MI LLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

Oy-----------------------------,

S7 10 W

I W

lL.

20 I,

I l

\\

o, w

Q

\\

\\,

\\

30

\\

\\

\\

\\

40 1.0 1.5 2.0 2.'5 3.0 3.5 FACTOR OF SAFETY CYCLIC STRESS RATIO BASED ON:

LAB TESTS MEAN N, VALUE MEAN N, VAWE LESS 1STANDARD DEVIATION FIGURE 2.5.4-49 FACTOR OF SAFETY AGAINST L1QUEFACT ION OF BEACH SANDS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYS I S REPORT

20 FREE FIELD PROFILE DISCHARGE TUNNEL 0

AT BORING 411 PROFILE SAND (RANDOM FIL L )

10 10

-5L GROUNDWATER DISCHARGE PROFILE 0

f-W I

W w

u, I

f-o, W

0 20 30 ALLUVIUM (SILTY SAND)

ABLATION TILL

/

STRUCTURAL BACKFILL

\\

-10

-20 W

u, z

0 -f-c::r >

w

..J W

40

-30 50 BASAL TILL

-40 60

-50 FIGURE 2.5.4 -50 IDEALIZED SOIL PROFILE LIQUEFACTION ANALYSIS OF ABLATION TI LL UNDER DISCHARGE TUNNEL MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT

H' 4r y

,1' 0q CD

+

~

<i....

Cf)

I I

+20

+10 0

I-W W

- 10 u,

I Z

0

- 20 I-

<l>

W-'

- 30 W

- 40

- 50

~

FILL ALLUVIUM BASAL T ILL ABLA TI ON TIL L 407

~

~

I

~

403

¥ 406 ORIGINAL GROUND SURFACE I

APPROXIMATE. BASE ELE.VATION OF DISCHARGE TUNNEL o'"

d'"

+

52

<t...

Cf)

FILL ALLUV IUM

+ 20

+10 0

I-W W

u,

- 10 I

Z

~

I-

- 20

<l>

W-'

W

- 30

-50

- 4 0 BORING LOCATIONS (402 REFER TO FIGURE 2.5.4-31 FOR LOCATIO N OF SECTION H-H" BEDROCK LEGEND

~

ALLUVIUM UNDE R TUN NEL REPLA CED WIT H CONCRETE FILL AN D CRUSHED STONE o

40 80 J

HORIZONTAL SCAL E-FEET FIGURE 2.5.4 -51 GEOLOGIC PROFILE SECTION H-H" MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFET Y ANALYSIS REPORT A MEN DMENT 8 MAY 1984

1-14 30 I-51

[1-6 I'

I 1-7 ORIGINAL GROUND SURFACE PROJECTED 1-4 1-8 y"

I f" T P-2 LONG ISLAND SOUND 30 20 o

10 l-w W

IJ.. -10 I

Zo

~ - 2 0

>w *

-J w-30

- 40

-50

- 60 APPROXIMATE BASE ELEVATION SERVICE WATER PIPE ENCASEMENT LEGEND :

1U0W;t~J"ij:&t CONCRETE

~~

STRUCTURAL FILL I,,;UMI-'AGTt:.D FILL ABOVE PIPES o

20 40 60 I

HORIZONTAL SCALE-FEET PUMPHOUSE

\\J MEAN SEA LEVEL 10 o l-W W

IJ..

-10 I zo I-

-20~>w

-J

-30 W

-50

-60 BEDROCK BASAL TILL NOTE REFER TO FIG. 2.5.4-31 FOR LOCATION OF SECTION I - I "u AND FIG. 2.5.4-53 r;',\\:W!&Y~S{;N SAND 8

BORING LOCATION FIGURE 2.5.4 -52 GEOLOGIC PROFILE SECTION I-I""

MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 8 MAY 1984

I

~ I oo 0()

z oo

¢ z

oo t()

z oo C\\J z

oo=

z ooo z

EO EO

~~

WIOO WIOO o

50 10 0 I

I I

SCALE-FEET NOTES:

1. FOR TEST RESULTS REFER TO TABLE 2.5.4 -19
2. FOR SECTION 1-[1111 REFER TO FIG. 2.5.4 -5 2
3. CD MAP LOCATION NUMBER OF FIELD DENSITY TEST.

NOVEMBER 1983 AMENDMENT 5 FIG. 2.5.4 - 53 LOCATION OF FIELD DENSITY TESTS SERVICE WATER INTAKE LINE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT W300 w?OO ooo z, W400 oo t()

z oo

¢ z

oo 0()

z Ie I

W300 W400 W200

I FIGURE 2.5.4 -54 LOCATION OF FIELD DENSITY TESTS EMERGENCY GENERATOR ENCLOSURE AND CONTROL BUILDING MILLSTONE NUCLEAR POWER STATION UNIT-3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 JULY 1985 SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390 Withheld under 10 CFR 2.390 (d)(1)

<Xl I-Z IJJ

o Zw

<t Uoa:

ow a:>

...J

...J I-

...J

<t 00.

<t C1l u,o Zo

~

uo

...J a:e v

10 V

on zo

~

Vl

~:..,

lL o>-zo 5t=

lL U

ww

~

c:r;(()

o Z

...J

...J I-Zo f=

<t

...J C1l

<t

...J

...J u,

...J

<ta:

w I-I-

IJJ U

a:

U a:

Z I-o 00 I ~ ~

Cl Z

W

(:l W

...J o

o I

o o

N0 11'ltA3l 3 133.::J -

o

(:lz Cl

...J

5 CD

...Joa:

I-Zo U

o'"

o'"

I~..L__~O 1;3.::J - NO Il';1A3 l 3' ~

o r<>

o r<>

wa:

J Vlo

...J U

Z W

oo

~z

3 0 NI70 0 PERSONNEL PASSAGE N1600 I

30 20 I-W W

u, I

Zo 10

~>

W

...J W

0 EMERGENCY GENERATOR ENCLOSURE i~""''-,-,-.-,-,Fe':'l FUEL OIL TANK VAULT

(~~§B~-,-,-.-.-,"{:!!}:

L*n"--,-,'"""".1>:':::1 CONTROL BUILDING 20 I-W W

u, I

Z 100

~>

W

...J W

o

-10 LEGEND r{i~1;f\\t21 CONCRETE

~

STRUCT URAL FILL r;****...;*:.':*1 ABLA TIO N TILL BASAL TILL BEDROCK o

10 20 30 I

I I

I SCALE-FEET NOTE REFER TO FIG.

2. 5.4-54 FOR LOCAT ION OF S ECTION K-K '

FIGURE 2.5.4 - 56 GEOLOGIC PROFILE SEC TION K-K' MILLSTONE NUCLEAR POWER STATION UNIT 3 FINA L SAFETY ANALYS IS REPORT AMEN DMENT 8 MAY 1984

I SIEVE ANALYSIS HYDROMUEA ANALYSIS

' lit or 0",,.1'".* tlt(Mrt

.lJIlIHa 0/1. :1 " nfl illiCit. "- I. tT". DotflO A** '111111....

~

S

!~ ~ ~ ~

~~~~~~ ~

~.

~

s.

.~

~

0

~

0 X:

~

0 0

~

100 to 1-I--i--

I.

-GRAIN SIZE RANGE

' 0 T.

I-f---

1=1=t=

f-13(=

'0 1- -

~--

~

- f---

T

=

I--

_.0.

1-

~

..I f- --

00 40

~

-f- 0

.0

' 0

- -f--

- - - --f- -

f=

00 to 0 0 I--

I -

f-

,.O

~

~ e

~

~

~

S 2

o 0..

~

~~~

~

~

~

~

~

~ q 0

~ i

~ ** a i

~

...... t Ul 'M **.

~

~..

co** *(

co.."

"lOt".

IIl.T eu' COBBLES FINES GRAVEL SAIIQ DEPTH 0-10' PUMPHOUSE SAMPLE SAMPLE CLASSIFICATION AREA BORING DEPTH (FEET)

P-l S-l 0 - 1.5 SAND (SP)

P-l S-2 5.0-1i.5 SAND (SP -SM)

P-2 S-1 0-1.5 SAND (SP)

P-2 S-2T 5.0-6.5 SAND (SP)

P-2 S-2B 5.0 - 6.5 SILTY SAND(SM)

P-3 S-l 0-1.5 SAND (SP)

P-3 S-2 5.0-6.5 SILTY SAND(SM)

P-4 S-l o -1.5 SAND (SP)

P-4 Uf>IB 5.0 - 7.0 SANOY SILT(ML)

P-4 UPIB 6.3-6.9 SILTY FINE SAND (SM)

P-4 UPIC 6.9-7.5 SILTY FINE SAND(SM)

P-4 S-2 7.0 - 8.5 SANDY SILT (loll)

P-4 S-2 7.0 - 8.5 SAND(SW-SM)

P-5 S-1 0- 1.5 SANOYGRAVEL (GP)

P-5 S-2 4.6-6.1 SILTY SAND (SM)

P-6 S-l 0- 1.5 SAND (SP)

P-6 S-4 8.0 -9.5 SAND (SP)

P-7 5 -1 0 -1.5 SAND (SP)

P-7 S-2 4.5 -6.0 GRAVELLY SAND(SP)

P-8 S-1 0 -~.5 SAND (SP)

P-8 S-2 4.5-6.0 CLAYEY SAND(SC)

P-9 S-l 0-1.5 SAND (SP)

P-lO S-l 0-1.5 SAND (SP)

SIEVE ANALYSIS I

HYDROMETER ANALYSIS

' 111 0' 0,",111"" "I 'MCMt l MUII":_ Of'.. It.. Pltl CM. u. s. tUflo.tflO 1 111......

s

~

~~~ q ~

~

0.

e X

0

~~

~

0.

o&&g ~ g g

~

0

. ~

0 100 GRAIN SIZE RANGE to r-I--f--

I.

r-I-- -

' 0

_0 -

1-'-\\

te 1--1---

o.

o_ f--- -.:

eo!

~. r=

1--

0

=

.. f-f- -

f-0 r

00 "

1- -

f- -

00 40

-I-- -

'0 f---

1-1---

r- - -

'0 0

I--

.. -- ~ -

0

' 0 1-I-- -

0 0

0

~

~

~

~

~

~

l:

2

~

fII!~~~

~

1 3 q

q "

~ i U i

~ i

~

  • ...1.. 'Ill' lilt * *.

C: O**ll eoa._u "IOtU.

I,,,l eu' COBBLES FINES GRAVEL SAND DEPTH 10 ' - 20' PUMPHOUSE SAMPLE SAMPLE CLASSIFICATION AREA BORING DEPT H ( FEET)

P-1 S -3 lO.0-U.5 SAND (SM)

P-I S-4 t5.0-16.5 SAND ( SM)

P-2 S-3 10.0-1 1.5 SAND (SP)

P-2 S-4 15.0-16.5 SAND (SP)

P-3

$- 3 10.5-12.0 GRAVELLY SAND(SP*SM)

P-3 S -4 15.0- 16.5

SAND (SP-SW)

P-4 S-3 9.5-11.0

SILTY SAND(SM)

P-4 S-4 14.0 - 14.5

, SILTY SAND(SM)

P-5 S-3 9.5-11.0 51LTY SAND (SM)

P-6 UPI (BOT )

10.5 - 11.0 GRAVELLY SAND(SP)

P-6

$- 5 14.0 -1 5.5 GRAVELLY SAND (SP )

P-6 S - 6 lB.0 - 19,0 iSILTY SAND(SM)

P-7 UPI 12.0- 13.1

SAND (SP)

P-7 UPIC 13.9 - 14.5 SAND (SW)

P-B S-3 9.5 - 11.0

SANDY SILT (ML)

P-8 UPI 12. 0 - 1 3.~

~I LTY SAND (SM)

P-8 UPIC

\\3.9 - 14.5 siLTY SAND (SM)

P-8 S-4 14.0 -\\5.5 SAND (SP)

P-IO S-3 9.!5 -11.0 GRAVEL LY SAND(SP)

P-lO UPI 12.0 -~2.7 SILTY SAND (SM)

P-l0 S -4 13.8 -15.\\

SILTY SAND(SM)

LEGEND INDICATES ENVELOPE OFMOST LIQUEFIABLE SOILS (LEE e. FIT TON 1969)

--- INDICATES ENVELOPE OFSOILS LIQUEFIED DURING EARTHQUAKES (KISHIDA 1969)

FIGURE 2.5.4-57 (SHEET 1 OF 2)

GRAIN SIZE DISTRIBUTION CURVES PUMPHOUSE AREA OUTWASH SANDS MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 AUGUST 1983

SIEVE ANALYSIS I

HYDROMETER ~'LYS IS

'.11 or O~UII'" UI IMtHII MUttKIl Ot' MUM PI li iIIe". U. I. "".0'l"0 I.AI. Illl 'II....

~

' )

~ ~~ ~ ~

0

~

~

s e

~

0

~~

~

0 0

~ ~8~ ~ ~

~

~

. 2

~

~

f--

'0 -

~

I.

GRA IN SIZE RANGE """" -

' 0 e- - *-t '- I--- ~ e-.

f---.=

f- ~

' 0

-.L:

. ~

I. e-f=r-:-

f-.-

e-f---

.t SO I-

--I=--I -. 1- ~

~

1---.

I-

- l-

. 0 - 1--.I-

' 0

'0 1-- _.- 1-- I- -

~

I--

~-

f*-

ee 1 0

~ 1-- f=

~

1-1=

' 0 oo ~

I--

~ 1-

'00

~ :

~

~ e

~

2 o.......

Ii!

~

~

~

q

~ i § ft ** 5

~

0

."a.M ' 11t: Uf....

0

~ q q

0

. ~

~

~

etta**!

eGAII" M'PtUM

' 11,.1' cu*

CDBBLES GRAVEL SAND FINES DEPT H 20'- 30' PUMP HOUSE SAMP LE SAMPLE CL ASS I F I CATION AREA BORING DEPTH (FEET)

P -I S - 5 20.0-21.5 SAND(SP -SM)

P -2 S-5 20.0-2 1.5 SAND (SM)

P - 2 S-6 25.0 -26.5 SAND (SM)

P -2 S -6 25.0-26.5 S I L TY SAND(SM )

P -3 S-tH 2 1.5-23.0 SAND (SP)

P -3 S -5B 2 1.5 -23.0 SAND(SP)

P -3 S -6 2 5.0-2.6.5 SAND(SP)

P - 3 UP3B 2 7.0 - 2 6.2 SAND(SP)

P - 3 UP3C 26.9 - 29.5 SAND (SP)

P -7 UP2 19.5 -21.4 SILTY SAND(SM)

P -7 UP2B 20.8-2 1.4 SAND (SP)

P - 7 UP 2C 2 1.4 - 2 2.0 SAND(SP)

P -7 S-5 24.5-26.0 SILTY SAND(SM)

P -8 S -5 19.5-21.0 SAND !SP)

P-8 UP2

24. 5 - 26.5 SILTY SAND(SM)

SIEV E ANALYSIS HYDROMETER ~'LYS IS

' Ill 0' 0"(11111I1 'II CMU

. VlIH IlI011' II(IN Pill I" CM, U. I.,TUl\\AIRO

...... t in:......

.. E..

~

s.,.

. 2

~

l 0

U 2 ~

~o~ q ~

0 0

~~~~ ~ ~ ~ ~

0

~

0..

~

- ~

'0

- 3 to

==

GRAIN SIZE RANGE

- =

~

'0 I.

' 0 1- -

' 0 to 1-.

f-- --

1-1--

' 0 l-so

~ I- :..

-I-f-

. 0 tc 00 1-. 1--

. 1-. f ---

t-o 1- -

l-

... f--

f.

10

' 0 1 -

I-+-- -- - _.

' 0 i-- I -

I---

I--.

' 0 0 0 ft 8

0 0

0 0

2 e

o

~~~~"!

~

q 0

~ i §"4O " 5

~

0 I. A' N StU.It. N.

0

~ q q

. ~

~

~

e OAiU l

'.II(

COAIISf

"(OIU.,

III.'

COBBLES r

FINES GRAVEL SAND DEPTH 30' -45.5' PUMP HOUSE SAMPLE SAMP LE CLASS IFICATION AREA BOR ING DEPTH (FEET)

P -2 5 -7 30.0- 3 1.5 SAND (SP)

P -2 5 -8T 3 5.0 - 36.5 GRAVELLY SA ND (SP)

P - 2 S -8B 35.0-36.5 SI LTY SAND(SM)

P-2 S-9 40.0-41.5 CLAYEY SAND(SC)

P -3 S-7 30.0-3 1.5 S I LTY SAND (SM)

P-3 UP4B 32.0 -34.0 SANDY S I LT (ML)

P -3 UP4 B 33.3 - 33.9 SILT Y FINE SAN D(SM)

P -3 U P 4 C 33.9 - 34.5 SI LTY FINE SAND (SM)

P - 3 S -8 40.0- 41.5 GRAVELLY SAND(SP-SM)

P -3 S-9 45.0-45.5 GRAVEL LY SAND(SW)

P -7 U P3 2 9.5 - 3 1.5 SI L TY SAND(SM)

P - 7 UP 3B 30.8-3 1.4 S I L TY FI NE SAND(SM)

P -7 UP 3C 31.4-32.0 SAN DY SILT (SM)

P-7 S - 6 34.5-36.0 SILT Y SAND(SM)

P - 8 S-6 2 9. 5 - 31.0 GRAV ELLY SAND(SP )

P-8 S-7 34.5-36.0 SILTY SA ND(SM)

P -8 S-7 34.5-36.0 GRAVE LLY SAND(SP-SM)

P - 8 S - 8 39.5-40.5 GRAVELLY SAND(SP-SM)

LEGEND

---INDICATES ENVELOPE OF MOST LI QUEFIABL E SOILS (LEE a FI TTON 19 6 9 )

INDiCATES ENVELOPE OF 501 L S L1QUI FlED DURING EARTHQUAKES (KI SHI DA 1969)

FIGURE 2.5.4

  • 57 (SHEET 2 OF 2)

GRAIN SIZE DISTRIBUTION CURVES PUMPHOUSE AREA OUTWASH SANDS MI LLSTONE NUCLEAR POWER STATION UN IT 3

FINAL SAFETY ANALYSIS REPORT AMENDMENT :3 AUGUST 1983

40 eA-l MEAN-!-1 STANDARD DEVIATION

)(

0 E

~

10 0

<D 0

30

~

CJ)

IJJ

~

U >

U l.L.

0 20 a::

IJJ a:l

t
> z

.... z MEAN-l STANDARD IJJ

~

10 DEVIATION

~

0 IJJ 0

5 o =-5__......L-__-'--__....1-__...l.--__~__L___

____J'____

____J'____

____J 7

8 9

EARTHQUAKE MAGNITUDE FIGURE 2.5.4 -58 EQUIVALENT NUMBERS OF UNIFORM STRESS CYCLES BASED ON STRONGEST COMPONENTS OF GROUND MOTION MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT SOURCE: Seed, Idriss, e' 01 (1975)

AMENDMENT 3 AUGUST 1983

FI GURE 2 54 - 59 PLAN OF SETTLEMENT MONITOR ING BENCHMARK LOCATIONS MILLSTONE NUCLEAR POWER STATI ON UNIT 3 FINAL SAFETY ANALYSIS REPORT AMEND M ENT 3

AU GU ST 1983 Withheld under 10 CFR 2.390 (d)(1)

SECURITY-RELATED-INFORMATIONWithhold under 10 CFR 2.390

84% COMPLETEI 100 HO=4.510 10 ELAPSED TIME-WEEK

1__...141---1976

+-1977.-.j 78 179180 1811821 4.54 W

4.53 ~

BENCHMARK 8 w

CONTROL BUILDING LL I

N1610.50 E6275 Z

Q

~

4 52 w

....J w

45 1 1

~

1975 I-4 54 1

BENCHMARK 9 ww CONTROL BUILDING LL N161O.50 E 174.5 0 I

45 3 Z

0 I-

~

4 52 w

....J w

4.5 1 10 HO=4.513 100 ELAPSED TIME-WEEK FIGURE 2.5.4-6 0 (SH EET 1 OF 2)

CONTROL BUILDING SETTLEMENT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMEND MENT 3

AUG U ST 1983

84%

I COMPL ETE 100 HO=4.460 10 ELA PSED TIME-WEEKS BENCHMARK 10 CONT ROL BUILDING N1706.50 E62.75 o

I t.J 4.49, W

u, I

4.48 2o

~

4.47 ~_===::::=---=:::=~~_~===~==========~~====~~~:I

~

4.46 1_

w

~- _.

1975

+-- 1976-----.1 77 I 78 1 791801811 I I 8283 4.54 BENCHMARK 11

~

4.53 CONTROL BUILDING w

N1706.50 E174.5 0 W

ll.

1 4.52 Z

0

~

4.5 1

<t>

W

--.J 4.50 W

4.49 0 HO=4.498 10 100 ELAPS ED TIME-WEEKS F IGURE 2.5.4 - 60 (SH EE T 2 OF 2 )

CONTROL BUILDING SETTLEMENT MILLSTONE NUCLEAR POWER STAT ION UNIT 3 FI NAL SAFETY ANALYS IS REPORT AM E N D ME N T 3

AUGU ST 1983

28.26 fl------------------------------------,I BENCHMARK 17 EMERGENCY GENERATOR ENCLOSURE N 1784.90 E58.20 HO=28.24 I

I 10 20 ELAPSED TIME WEEKS

~

1982

~I" 1983

~I

\\

8 3 %

COMPLETE 28.11 I

I BENCHMARK 20 EMERGENCY GENERATOR ENCLOSURE N 1722.00 E 53.00 HO=28.09 28.08 1

10 ELAPSED TIME-WEEKS

..L 20 FIGURE 2.5.4 - 61 EMERGENCY GENERATOR ENCLOSURE SETTLEMENT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3

AUGUST 1983

HO = 24.503 BENCHMARK 2 I SOLID WASTE BUILD ING N 1736.92 E 441.96 24.50 I-24.52 :1====-------------------------------------1' I-w W

I..L.

24.5 1 r-I Zo t:i>

W

-I W

I 10 I--

ELAPSED TIME - WEEKS 20 1982 ------------l~---

.14 1983

..I 1

54 0;'

COM~LETE HO=24.51

~

BENCHMARK 22 SOLI D WASTE BUILDING

~I I 709.5 0 E 4 0 6.92

<'453 rl --~;-;:;_;:_:_~_:_;:::_::____:::_::_------------------------------..I r-w w

~

24.52r....

Q I

r-g 24.51 W

-I W

24.50 I

I I

o 10 20 100 ELAPSED TIME-WEEKS I..

1982

..~

1983

.1

\\

54 0/ 0 COM PLETE FIGURE 2.5.4-62 SOLID WASTE BUILDING SETTLEMENT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT A ME N DM ENT 3

A UG US T 1983

4.49 rl-----

HO=4.479 BENCHMARK 43 LIQUID WASTE BUILDING N1711.50 E460.17

.....w LABI I

z o

~

4.47 I-w-l W

4.46!

I I

I 10 100 ELAPSED TIME WEEKS

~

198 2

~I~

1983

.1

\\

54 %

COMPLETE FIGURE 2.5.4 - 63 LIQUID WASTE BUILDING SETTLEMENT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AM E N OM E NT 3

AUGUST 19 8 3

HO= 11.00 IV 100 ELAPSED TIME -WEEKS 1982

+

1983

.1 1

6 2 0/ 0 COMPLETE BENCHMARK 42 FUEL BUILDING N165428 E44830

~

~

II I

10.98 I

,~

I I

~

11.0\\ r-

~

I

~

11.00 r=-=-====:

~

zo

~

10.99 w

-.J W

HO=4.196 I

I 100 IV ELAPSED TIME-WEEKS

~14-1977--.j

.1..

1976 1975 BENCHMARK CBMI FUEL BUILDING N1612.25 E37583 I*

4.19 ~

i

~

w 4.20 r-w I.J..

I Zo

~

W

-.J W

FIGURE 2.5.4 - 6 4 FUEL BUILDING SETTLEMENT MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT A MEN D MEN'T 3

AUGUST 1983

COMPACTED RANDOM BACKFIL L 20 10 f-0 w

W LL I

Z

- 10 0

f-

~

- 20 w-'w

- 30

- 4 0 COMPACTED STR UCT URAL F IL L BASAL TILL FI L L BE DROCK DT-]Y 20 10 0

f-w W

LL

- 10 I

Z 0

f-

-20

~w-'w

-30

-40 o

10 2 0 3 0 40 SCAL E - F EET NOTE REFER TO FIG. 2.5.4 - 31 FOR LOCATION OF SECTION L-L' FIGURE 2.5.4 - 65 GEOLOGIC PROFILE SECTION L-L' MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYS IS REPORT AMENDMENT 5

NOVEM BER 19 B3

ABLATION TILL 20

-30 r-o w

lJJ LL I

-10 6

~>

- 2 0 w

...J W

10 FILL 410 ALLUVIUM 408)

(409 TEMPORARY SHEET PILING BASAL TILL COMPACTED RANDOM BACKFILL

~

DISCHARGE TUNNEL BEDROCK

~

COMPACTED STRUCTURAL BACKFILL CONCRETE FILL £.

CRUSHED STONE I I

I I..

10

-30 20 r-w 0

W LL I

6 - 10 r-

~w -20

...Jw

-40

-40 o

10 20 SCALE-FEET NOTE REFER TO FIG.

2.5.4 - 3 1 FOR LOCAT ION OF SECTION M - M !

FIGURE 2.5.4-66 GEOLOGIC PROFI LE SECTION M - M1 MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5

NOVEMBER r983

BASA L TILL T

J1-...---., BEDROCK 411

- 40 o

- 60

- 50 10 f-

- 10 W

l.1..1 LL I

-20 zo

~

- 30 w

...J W

20 EX IST IN G FIL L ALLUVI UM COMPACTED RANDOM BACKFIL L DISCHARGE TUNNEL ABLATION TILL CONCRETE FILL fA CRUSHED STONE'"

{.....

COMPACTED STR UCT URAL BACKFILL TEMPORAR Y SHEE T PILlNG-5?-

20 10 0

f-w - 10 w

LL I

6 -20 j::

~

w -30

...J w

-40

- 50

- 60 o

10 20 I

I I

SCALE-FEET NOTE REFER TO F IG. 2. 5.4 - 3 1 FOR LOCATION OF SEC TION N - N'

~ DENOTES GROUND WAT ~R FIGURE 2.5. 4 - 6 7 GEOLOGIC PROFILE SECTION N - N' MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 8 MAY 1984

CIRC.

WATER PIP ELINES PROJECTED 1-5 0'

SERVICE WATER LINES

~.

ELECT.

DUCT

~

1-6 20 10 0

W W

IJ...

- 10 I

Z 0

-20

<t>

W

-I

- 30 w

-40

- 50 ABLATION TILL COMPACTED RANDOM BACK F I LL BEDROCK BASAL TILL COMPACTED STRUCTURAL BACKFI LL 20 10 0

W W

IJ...

I z

-10 0-I-

<{

- 20 W

-I w

- 3 0

-40

-50 NOTE REFER TO FIG. 2.5.4 -31 FOR LOCATION OF SECTION 0 - 0" o

10 20 30 40 I

J I

I I

SCA LE -FE ET FIGURE 2.5.4-68 GEOLOGIC PROFILE SECTION 0 -0" MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AM ENDMENT 5

NOVEMBE R 1983

PROJECTED P-6 20 10 I

I OUTWASH SAND f-0 w

W LL I

-10 Z

Q f-

~

-20 w

--lw

-30

- 40

- 50 RECIRC ELECT LI NE DUCT I

I I

PUMP HOUSE I"

CIRC. WATER /PIPE LI NES I

COMPACTED STRUCTURAL BACKFILL T IL L BEDR OCK COMPACTED RANDOM BACKFILL WEST RET AINING WALL RIPRAP OVER COMPACTED STR UCTURAL' BACKFILL 20 10 0

f-W W

RIPRAP OVER 1-10 LL BEACH AND I

OUTWASH Z

~ A N D 0

f-

-2 0 W

--l W

- 30 1

Y1---

-l - 40

- 50 o

10 20 30 40 NOTE REFER TO FIG. 2.5.4 - 31 FOR LOCATION OF SECTION P - pi I

I SCALE - FEET FIGURE 2.5.4-69 GEOLOGIC PROFILE SECTION p. p' MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYS IS REPORT AMENDMENT 8 MAY 1984

PROJECTED PROJECTED P-6 H I PUMPHOUSE P-3 20 10 0

I-l1J l1J IL

-10 1

Z 0

-20 I-

<t>

l1J

- 30

...J l1J

- 4 0

- 50 RIPRAP OVER BEA CH AND OUTWASH SAND TILL LO NG ISLAND SOUND MEAN SEA LEVEL RIPRAP OVER COMPACTED STRUCTURAL BACKFILL SE RVICE ELECT.

WATER DUCT LINES COMPACTED STRUCTURAL BACK~LL CIRCULATING WATIiR PIPE LINES BEDR OCK ELECT.

DUCT.

RECIRC.

LINE COMPACTED RANDOM BACK FIL L 20 10 ~

OUTWASH SAND---

I-0 l1J l1J IL I

- 10 Z

0

- 20 l1J

...J l1J

- 30

-40

- 5 0 o

10 20 30 4 0 I

I I

NOTE REFE R TO FIG. 2. 5. 4-31 FOR LOCATION OF SECTI ON Q_ QI SCALE - FEET FIG URE 2.5.4 -70 GEOLOGIC PROFILE SECTION 0 -01 MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMEN T 8 MAY 1984

  • I-Zw
Ea Zw
E

<t

""oo 0::ow

<D

...J

...J i=

...J

<len

~

zo i=

i=!en a:

Ia:

Zo I-U Wen u,o Zo f=

<luo

...J 0::o"-

V' 10 I

V' 10 N

G::

oI-E£w u,

w

~

a:

o Z

...J

...J I-Zo I-

<l

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...J u,

...J

<l 0::

W f-f-

W U

a:

u 0::

Z I-o V)

I~ ~

ozw

~

W

...J

-~

1

~

Zo

~o u.J

(/)

o N

I o

N, o

o

.l33.:l -NOll\\t"3ll~3 o

.l33.:l-NOI.lV1\\3:31 ------i------

o I

I I

o N

...J

...J u,

L)zw

~

0::

W

Ew o,.,

o,.,

FREE FIELD EGE LUMPED MASS MODel ROOF 1j) FINITE ELEMENT MODEL

~ SSE ARTIFICIAL E.Q.

STRUCTURAL-FILL J

BEDROCK RANDOM FILL LAYER 6 SITE GRADE EL + 24FT LAYER 1 LAYER 2 STRUCTURAL

+10 Fill LAYER 3 0

BASAL TILL LAYER 4

-10 LAYER 5

-20

+20 ELEVATION

+30 FIGURE 2.5.4-72 SOIL-STRUCTURE INTERACTION EMERGENCY GENERATOR ENCLOSURE MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDMENT 8 MA Y 1984

70,.=====---r------,-----,-----.,

60,...--__;;:::::-~~------_t_------_r_-----~

K 2 = G 1000 (Urn) Y2 so SEED & ICRISS FOR Dr =75%

40 N

Ill:

30 RESONANT COLUMN TESTS 20 10 t--------+-------+--------f--~~--___t 0....------"""-------.....------......-----.....

10. 4 FIGURE 2.5.4 - 7 3 SHEAR MODULUS CURVE TYPE 2 SOIL (STRUCTURAL BACKFILL AND BASAL TILL)

MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AM ENDMENT 8 MAY 19 84

10-1 11..,..- SEED &

IDRISS 10 -

SHEAR STRAIN 10 -3 6

I

~------+--------_+-__:ll~I-----j..._-----____f 2

.. ~-------f----~~___,JIf---------t__------.......

II 20 r--------t--------t----------lr--#-- -------1 22 24...--------I--------I---------J~-

--___::::.,..~

~

o 16 ~-------f---------+-------#-..------___t

=i IX 14 o

Z

~ 12r---------I--------+-----...-----,I--------___t

~

Q 10 FIGURE 2.5.4 -74 DAMP ING CURVE TYPE 2 SOIL (STRUCTURAL BACKF ILL AND BASAL TILL)

MILLSTONE NUCLEAR POWER STATION UNIT 3 FINAL SAFETY ANALYSIS REPORT AMENDME NT 8 MAY 19 8 4

(\\J r<"l

'<t lCl IS)

Z Z

Z Z

Z IS)

Z 0

'<t 0

'<t 0

CO 0

(\\J 0

0 IS)

Q C7l IS) 0

~

0 l-I-

r<"l l-I-

30 r-I-

U

+

U U

+

U +

U +

U

+

W W +

W W

w w

en 0

en -

en

(\\J en

(\\J (J) r<"l en 0

20 87 16 7 I-10 DRY SAND 168 W

88 w

--==

~

I.L.

0 SAT. SAND 169 I

17 0 Z

0 I

~

_ ~ l""-o-......

I-

- 10 c:x:>w

- 20

....Jw

~ BEDROCK

- 3 0 I

I I

~

I

~

397 398 SAND

- 4 01 t

II I

I I

306 '====

399

- 5 0 NOTES ELE MENTS USED IN ANAL YSI S REFER TO FIG. 2.5. 5-4 FOR DE TAILS OF SUBSURFACE CONDIT IONS.

FIGURE 2.5.4 - 7 5 SHOREFRONT PROFILE USED IN LIQUEFACTION ANALYSES MILLSTONE NUCLEAR POWER STATION UNIT

3 FINAL SAFETY. ANALYSIS REPORT AMENDMENT 9 JULY 19 84
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