ML17216A584

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Redacted Limerick Generating Station, Units 1 & 2, Revision 18 to Updated Final Safety Analysis Report, Chapter 2, Site Characteristics, Figure 2.1-1, Site Location Map
ML17216A584
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 09/19/2016
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16357A167 List:
References
Download: ML17216A584 (152)
v • d • e


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NOTE: THIS FIGURE IS BASED ON THE U.S. GEOLOGICAL SURVEY MAPS OF POTTSTOWN, PA.

(PHOTO REVISED 1973), AND PHOENIXVILLE, PA. (PHOTO REVISED 1983).

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[OTE Information in this figure is for historical purposes onlyj 99,99 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CUMULATIVE PROBABILITY DISTThBUTION O** X/Q FOR THE EXCLUSION BOUNDARY I

I I

I I

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II EXCLUSION AREA BOUNDARY 731 METERS ESE SECTOR CONSERVATIVE ASSESSMENT X/Q 2.9 X 10 Sj

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I FIGURE 234i REV. 14, 09108

1 I

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2 5

10 20 30 40 50 80 70 80 90 95 98 99 99.8 99.9 99.99 PERCENT OF TIME VALUE IS EGUALEO OR EXCEEDED NOTE: Information in this figure is for historical purposes.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYS1S REPORT CUMULAIVE PROBABILITY DISTRIBUTION OF XIQ FOR THE LPZ BOUNDARY 106 LPZ 2043 METERS ESE SECTOR ASSESENT XIQ

  • 7.8 X i0 REALISTIC ASSESSMENT XIQ 3.3 X S.4SS SS.5

.5 III iii I

I 11111 IiI I

II II FIGURE 23A2 REV, 14. 09/08

I II I

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II Ii EXCLUSION AREA BOUNDARY 731 METERS ESE SECTOR:

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1 111 ii I

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I 1 1! liii I

I 1 1111 2

1 15 72 524 17*0 TIME PERIOD FOLLOWING POSTULATED ACCIDENT (HOURS)

NOTE: Information in this figure is for historical purposes only. 1 LIMERICK GENERAflNG STATION UNITS I AND 2 UPDATED FiM. SAFETV ANALYZ:IS ACCIcENT X/Q VALUE FOR RELEASE PERIODS GREATER THAN 2 HOURS AT THE EXCLUSION AREA BOUNDARY FIGURE 2.3A3 REV. 14, 09/08

I 1111111 I

IIlIIlI(

I lIIII io 4

LPZ 2043 METERS ESE SECTOR

1o 4

REALISTIC i iii 1 11 iii 1

1 lii 1111 I

1 1

1111 2

S 18 72 524 8750 TIME PERIOD FOLLOWING POSTULATED ACCIDENT (HOURS)

[R5tE Information is this figure is for hrstoncal purposes only j LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT ACCIDENT XJQ VALUE FOR RELEASE PERIODS GREATER THAN 2 HOURS AT ThE LPZ BOUNDARY FIGURE 23A4 REV, 14, 09/08

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NOTE:

THIS DRAWING ONLY SHOWS POWER PLANT BUILDINGS, AUXILIARY BUILDINGS NEEDED TO GENERATE ELECTRICITY, AND SUPPORT BUILDINGS ATTACHED TO THE POWER PLANT.

COMMERCIAL OFFICES AND PARKING LOTS ARE NOT SHOWN.

LIMERICK GENERATING STATION UNITS 1AND 2 UPDATED FINAl SAFETY ANALYSIS REPORT SITE PLAN FIGURE 2.4-1 Rev. 2 July/Q2

I LOCATION MAP SCHUYKILL RIVER BASIN WATER USE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT (L--

I PENNSYLVANIA

)

OCHUYLKIL~

L _

RIVER BAS_IN__

BUCKS COUNTY

-N-

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(

)

I l'K

\\

~(~ '"

\\

MONTGOMERY \\ "-

COUNTY LEHIGH COUNTY CHESTER COUNTY SCALE IN MILES 5

0 5

!IiwI

j

~UZERNECOUNTY~

(

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)i COLUMBIA COUNTY

,c:

,""'\\

/'

~~

" ?

~--

/

LANCASTER COUNTY "', "Z <,./'"7~

Y""'----;

/

/

NOTES:

1. COMPILED FROM INFORMATION FROM DELAWARE RIVER BASIN COMMISSION.
2. (;\\ INDICATES WATE R SUPPLY

~ WITHDRAWAL POINT; SEE TABLES 2.4-4 AND 2.4-5 FOR IDENTIFICATION OF USERS.

NORTHUMBERLAND COUNTY DAUPH~

COUN~~N >>;

FIGURE 2.4-2

MAIDEN CREEK ONTELAUNEE BERNHART ANTIETAM o

10 i

SCALE IN MILES LIMERICK G.S.--_rw PA - 422A

~--- PA-422

STILL CREEK TAMAQUA-I TAMAQUA -2 PA - 425 PA-476 PA - 477 KEY BLUE MARSH ------I FELIX GREEN HILLS ---

---.1..,..

INDIAN RUN AUBURN -------.....

KERNSVILLE PA - 4 78

J......~-

Storage dam Run river dam Dam considered in seismic study Future dam LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT A dopted from Bull. 4, Opt. of Forest 8 Waters (Opt. of Environmental Resources) Commonwealthcl PA.

SCHUYLKILL RIVER DAMS UPSTREAM FROM LIMERICK SITE FIGURE 2.4-3

)

Security Related Information Figure Withheld Under 10 CFR 2.390 Rev. 15, 09/10

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Security Related Information Figure Withheld Under 10 CFR 2.390 Rev. 15, 09/10

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT INTENSE STORM SITE RUNOFF PATTERN: SECTIONS AND DETAILS (SHEET 1 0F3)

FIGURE 2.4-6 Security Related Information Figure Withheld Under 10 CFR 2.390 Rev. 15, 09/10 4)

INTENSE STORM SITE RUNOFF PATTERN: SECTIONS AND DETAILS (SHEET 20F3)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2,4-6 Security Related Information Figure Withheld Under 10 CFR 2.390 Rev. 15, 09/10 4)

U, w

wz ouw ji zw 44r 0

Security Related Information Figure Withheld Under 10 CFR 2.390 Rev. 18 09/16

UUERIcIC RATINQ STATION UNITS I AND 2 UPDATED FINAL SAFETY ANAtYSIS REPORT INTENSE STORM srr RUNOFF PATTERN: SECTIONS AND DETAILS (SHEET 4 OF 4)

FIGURE 24-6 Rey. 15. f)9/IO Security Related Information Figure Withheld Under 10 CFR 2.390 Rev. 18 09/16

10,000 100,000 1,000,000 300 I

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111111111 110 10,000 100,000 1,000,000 Discharg~ - c15 0

From backwater study 0

From friction - slope - dischorg~

relation (Fig.2.4-/3)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER DISCHARGE RATING CURVE AT LIMERICK SITE FIGURE 2.4-7

SCHUYLKILL RIVER BASIN LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT LOCATION MAP FIGURE. 2.4-8

~~SYLVA~IA '\\

I SCHUYLKILL -6.,..(

L:~R BASIN~ ~

COUNTY "I

/1 J

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/

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\\

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COUNTY SITE LE HIGH COUNTY CARBON COUNTY CHESTER COUNTY F~

DELAWARE COUNTY I

SCALE IN MILES 505 liii.iiiijI COLUMBIA

.COUNTY

\\

L--

COMPILED FROM MAPS OF THE COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF ENVIRONMENTAL RESOURCES-(fORMERLY FORESTS AND WATERS)

.0- INDICATES STREAM GAGING" STATION; SEE TABLE 2.4-9 LEBANON 2.

NOTES:

1.

NORTHUMBERLAND COUNTY

FRON FIG. 2'4-7 f\\

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I 130

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20 25 30 1000'8 Of FT. FROM SANATOGA 35 40

~O 60

NOTES, I

PROFILE FROM SURVEY DATA TAKEN BY SANDERS AND THOMAS. INC.

THEIR DRAWING I OF I DATED 1/11/72. PROJECT NUMBER 3208.

2. ALL READINGS TAKEN ON EAST SIDE OF SCHUYLKILL RIVER.
3. ALL RAW DATA SHOWN. NO ATTEMPT MADE TO ADJUST FOR POSSIBLE HUMAN ERROR IN LOCATING HIGH WATER MARKS.

(TOP OF OIL DEPOSIT WHERE VISIBLE)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER HIGH WATER PROFILE FLOOD OF JUNE 22, 1972 FIGUR E 2.4-9

0 0-

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FLOW IN 1000 C.F.S.

NOTES:

LIMERICK GENERATING STATION UNITS 1 AND 2 BASED ON REGIONAL FLOOD -

UPDATED FINAL SAFETY ANALYSIS REPORT FREQUENCY ANALYSIS PRESENTED IN USGS WATER SUPPLY PAPER SCHUYLKILL RIVER FLOOD 1672.

DRAINAGE AREA EQUALS FREQUENCY AT POTTSTOWN, PA 1147 SQUARE MILES.

FIGURE 2.4-10

lOCO CONTOUR INTERVAL 10 FEET DATUM IS MEAN SEA LEVEL NOTE:

THIS ORAWING IS COMPOSED OF PORTIONS OF U.S.G.S TOPOGRAPH Ie MAPS, 7.5 MINUTE

SERIES, PENNSYLVANIA:

PHOENIXVILLE 1955 (REV. 19681 POTTSTOWN 1956 (REV. 19681 LIMERICK GENERATING STATION UNITS' AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER BELOW POTTSTOWN, PA. BACKWATER SECTION LOCATION FIGURE u*n

NOTES:

I. BOTTOM SHOWN IS ASSUMED ELEV.

OF EQUIVALENT RECTANGULAR MAIN CHANNEL SECTION (SEE TEXT).

2. WATER SURFACE ELEVATIONS SHOWN ARE FOR HIGH ASSUMED STARTING WATER SURFACE (SEE TEXT).

LEGEND:

U.C. DENOTES UPPER CHORD L.C.

DENOTES LOWER CHORD "UPPER AND LOWER CHORDS" REFER RESPECTIVELY TO THE TOP AND BOTTOM OF THE FLOW OBSTRUCTION PRESENTED BY THE BRIDGE SUPER-STRUCTURE.

APPROX U.C. LINFIELD HWY. BR.

U.C. LINFIELD R.R. BR.

L.C. LINFIELD R.R. BR.

L.C. LINFIELD HWY. BR.

PLANT SITE

/356,000 C.F.S.

>>: U.t SA~ATO~A BRl I

J I

I

~

/200,01°0 C.F.S I-I

.~I--

/99,OOp C.F.S.

..~

t/L.C. SANATQGA BR.

I

~

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~

,53,900 C.F.S.

-f-- ~

__28.000 C.F.S.

~

'-21.0t C.F.S.

I"7,4iVHf r

i'.

r 1"

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0 fie l&Jen 140

..J~

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et° 1&..<<1 a: et 120 en..,:

I&..

a:

l&Ji 100 DISTANCE DOWNSTREAM FROM SANATOGA BRIDGE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPUTED WATER SURFACE PROFILE AT LIMERICK SITE FIGURE 2.4-12

f-------r-------,.----f-----r---.-.--.-I-------.-------.--.--f----.--.---..-.--f------. I. S 20,000 I.S 100,000 1,000,000 2.0 2

)(

3.0 I

Ui II Q.

4.0

~

c:

0e S.O

~

6.0

-- --~-

-- -4.0 10.0 t-------l---!---t---.L----l-l..-...L-t--------.L.------l..--.L.-_+-----l.._L-..l-..l-+------.J 10.0 20,000 100,000 Discharge - cfs 1,000,000

-- - -- Apparent Asymptote (5 =.00038)

Best - Fit by eye trend (Used)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT RELATION BETWEEN FRICTION SLOPE AND DISCHARE OF SCHUYLKILL RIVER AT LIMERICK SITE FIGURE 2.4-13

River miles upstream of Limerick RIVER PROFILE SCHEMATIC Maiden Creek Dam "V FWSD= 397*5

....cu cu LL I

Zo

~>

UJ

.....J UJ 400 100 E1.152 EI.I05 Limerick Generating Station 200 300 2

Plant grade EI. 216.51 4

6 Standard Project Flood 250,000cfs 8

10 12 EI.188 14 Birdsboro Section 16 18 Ontelaunee Dam

vFWSD =304.2 20 22 24 26 28 30 32 34 36 38 Blue Marsh Dam "7FWSD = 317.5 400 300 200 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT EXPLANATION:

\\l FWSD = Water surface elevation at time of failure.

216.5 PLANT GRADE 9000 7000 5000 3000 CROSS-SECTION OF SCHUYLKILL RIVER AT LIMERICK SITE o

1000 120.

20 15 10 5

CONTOUR INTERVAL 100 FEET DATUM IS MEAN SEA LEVEL o

5 LOCATION MAP-FEATURES OF DAM FAILURE STUDY FLOODS DUE TO DAM FAILURE RIVER PROFILE AND DAM LOCATION MAP FIGURE 2.4-14

\\I I'it

\\f\\.,.....

\\.

\\.

\\\\

EXPLANATION 2/4

  • P6 OBSERVATION WELL WITH ELEVATION OF WATER LEVEL IN FEET.

o 200 400 600 800 1000 i

SCALE IN FEET

(

'"'"~SO"-

POTENTIOMETRIC CONTOURS IN FEET.

NOTE:

WELLS

~&ANDO~'DOR DESTROYED DURING CONSTRUCTION, SEE UFSAR TABLE 2.4-2' LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT OBSERVATION WELLS AND POTENTIOMETRIC CONTOURS OF WATER TABLE, MAY 25,1979 (SHEET10F2)

FIGURE 2.4-15

POTENTIOMETRIC CONTOURS IN FEET

.......,\\.

EXPLANATION

  • P6 OBSERVATION WELL WITH ELEVATION OF WATER LEVEL IN FEET f;)o~

-../'1,.

LIMERICK GENERATING STATION UNITS 1 JNO Z UPDATED FINAL SAFETY ANALYSIS REPORT OBSERVATION WELLS AND POTENTIOMETRIC CONTOURS OF WATER TABLE -- MAY 31,1888 (SKEET 2 0 F 2)

FIGURE 2.4-15

(

~

Public Ground Wat.r Suppli.r o

10 SCALE IN MILES 20 R.f.rene..:

Bielecker, J.E. Lelcinlky, J.B. and Wood, C.R., 1968 "Wat* r R.ouFCes of the Schuylkill River Bali nil, Water R..ourell Bull.tin No.3, Department of Fortlt and Wat.rl, Harrilburg, Pennsylvania.

Hammer, P., 1976, "Water Servic. Plan", Montgom.ry County Planning CommissiOrl, Court House, Mortistown, PA.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PUBLIC GROUND WATER SUPPLIERS WITHIN 20 MILES OF THE SITE FIGURE 2.4-16

SCALE IN FEET R,ference:

LGS PSAR Figure 2.4.2 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GROUND WATER USERS WITHIN ONE MILE OF THE SITE FIGURE 2.4-17

Of.LL P-3 HI'DIlOllllAl'H

~

of obIervlltion.11, _

1 For~..

. **Fitu,. 2.

destroyed Mila P1, P21nd P4 ~

2. J:r:=m.etion.

GENERATING STATION lIMERICKUN1TS 1 AND;ALYSIS REPORT UPDATED FINAL SAFETY A HYDROGRAPHS OF OBSERVATION ::i~~

(SPRAY POND (SHEET 1OF 3)

FIGURE 2.4-18

_ _ _---L.:..:.::.:_

1979

r I

~-~l

~-t__~-----I_- -

t-~..---+---__t_-

~I I

74 19 7~

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHSOF OBSERVATIONWELLS

( SPRAY POND AREA)

(5HEET 2 OF 3)

FIGURE 2.4*18

1. F _of_Ion....... _
  • F 2....T'*
2. =.~2r=t~ dlIItrov-l duri",

J. o1111",..TIO" WILL "

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1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 HYDROORAPH Of I1£LL P-"

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~

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~

1.

FOf'Ioc8tions of...... _

F 2.4-15 2.

Not1I~ vertic:8I of hydroenphl of P11. P13 endP14.

3.

W.... P13 endP16....... duri", on"tOinl OOIlItnIC:tion end 8bMdoned.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS

( POWER BLOCK AREA)

(SkiET S OF ~)

FIGURE 2.4-1'

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

t. For locations of observation wells see Figure 2.4-15, 2, Precipitation data from on site metorological statio n, NOTES:

P"16 P 13 10 20 JUNE 10 20 APRIL 1979 I

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130 4.0 160 2.0 150 200 140 1.0 170 190 180 3.0 0.0 I 10 20 FEBRUARY en L&J Xoz zo Q.

o UJ (k:

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DAILY PRECIPITATION & ELEVATION OF WATER IN OBSERVATION WELLS POWER BLOCK AREA FIGURE 2.4-19

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TOTAL MONTHLY PRECIPITATION 36 MONTH MONITORING PERIOD FIGURE 2.4*20

300 zo i=

-c>

~

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  • Near Reading about 30 miles upstream of Limerick and 5 miles downstream of Blue Marsh Dam.

10000 8000 6000 4000 2000 100

~-"""'--""""-_...&..._-"""_---I"""_--a.__........__..L-__.a.-

o DISTANCE (FT.)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS-SECTION OF SCHUYLKILL RIVER AT HYPOTHETICAL DAM SITE *

(LOOKING UPSTREAM)

FIGURE 2.4-21

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~_--,-__..&...__..a.-._......Ir....-_--L.__"""-__I..-_--'-__"&"'_---'

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LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS-SECTION OF SCHUYLKILL RIVER AT LIMERICK (LOOKING UPSTREAM)

FIGURE 2.4-22

ioooo 8000 6000 4000 2000 100 L..._......__..&__.--IIoo..._......__.a.-_-.&__.....__oA.-._-.&._---'

o 300 zo

~>

~

200 w

DISTANCE (FT.)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS-SECTION OF SCHUYLKILL RIVER NEAR BIRDSBORO (LOOKING UPSTREAM)

FIGURE 2.4-23

10000 8000 6000 4000 2000 Ol..-_--a..__...&-__I..-_--a.__.-..__"--_--a.__........__"--_~

o 100 200 J:....

0..

Wo BREADTH (FT.)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS*SECTION OF REPRESENTATIVE PRISMATIC CHANNEL FIGURE 2.4-24

SCALE IN MILES LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT 10 20 30 40 50 60 o

REFERENCE:

N M nd JOhlllOrl,D.W.,1946 FennemCl'l,

'.:,.0 of he United States, PhysiOQroplc DivIIlOllS t.

0 C U.S.GeolOC)icol Survey, WashlrlQton, Scale I: 7.000,000 4.~*

37~-

V!RGiN.A

)'3;,~,~-:iRTI:i CAR(;UNA PHYSlOGFtAPH.IC DIVISI8N8 FIGURE ~t

TRIASSIC: DIABASE SILLSANDDIKES DESCRIPTION CHALFONT FURLONGIFLEMINGTON)

NORTHBORDER

@)

HUNTINGDON VALlJ:y--cREAM VALLEY (i)

ROSEMONT e

L1MEVILLE BRANDYWINE.MANOR

@)

ELVERSON Q)

DOWNINGTOWN DIKE HAYCOCK SILL CD ROCKHILLSILL 8

ZIEGLERSILL 8

ST. "ETERS SILL TRIASSIC: STOCKTONFORMATION;SANDSTONES ANOSHALE ORDOVICIAN: LIMESTONES. DOLOMITES. SHALES PRECAMBRIAN: GRANITEGNEISS.DRANODIORITE QUARTZMONZONITE ANDGABBROICROCKS PROBABLE LOWERPALEOZOIC: SCHISTS.GNEISS ANDGRANITE TRIASSIC: LOCKATONG LITHOFACIES;ARGILLITE ANDSHALE CAMBRIAN: QUARTZITES.PHYLLITESAND CARBONATES TRIASSIC: HAMMER CREEK LITHOFACIESAND BORDERCONGLOMERATES EXPLANATION TRIASSIC: BRUNSWICK LITHOFACIES;SILTSTONE.

SHALEANDSANDSTONES CRETACEOUS: UNCONSOLIDATED SANDSANDCLAYS

~DIKES8iSILLS KEY

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STATUE MILES LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

" r, r "

I: N C 1::

THII __ ~ WAS

~"I:~A"I:D I""OM

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TO~08"A~HIC

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NOTE:

PRESENTED IN PSAR AS FIGURE 2.5.8; PREPARED BY DAMES AND MOORE.

REGIONAL GEOLOGY HOLCMlY ADA~T!:D I N

~A" T I""OM ~

~I:NN.

81:0L.

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FIGURE 1.1-2

I EXPLANATION uo Noenw 2 ~

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conglOlllerate.lln New Oxford formation (Stockton equivalent).

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D£VllR1AN: [Yck Catskill formation, red sandstones and shales:DinMarine gray to brown shales, gray-wackes, and sandstones ;Dho Hamilton group, un-differentiated:Doh Oriskany and Helderberg formations, undifferentiated.

~~;:{~~~~,kWu~~m~~e~~~~~:~s.=~l~~~~U~:~d McKenzie formations, undifferentiated;Sc Clinton group:S, Tuscarora formation.

OROOV-ICIAN: Central Pennsylvania -Or Reedsville fonnation,Ocl Curtin formation,OIl Beekmante.l group:

Great Valley -OlnMartinsburg fonnatiOll,

~: ~~~:~~~oa~~~~~~~~1f~::~~~~:;f~~~.-

g,~~r,~;d ~~~~~:~t: ~m~c~n~~:f;=~;~:

town fonnations,£"Snitz Creek and Buffalo Sprints formations;£. Elbrook fo~tion:£lv Leithsville formation, undifferentiated;£1 Ledger fo,..tton,

£k Kinzers fonnation,£v Vintage fonnation,(.~

Antietalll and Harpers formations :£cIIChicki4ls formation.

SCALE IN MILES 2

FAuLT, arrow indicates relative IIIOv~t PRECAMBRIAN:F'£ undifferentiated: I gabbroic gneiss and ga66ro;Id granodiorite;" graphitic gneiss, In granite gneiss.

PROBABLY LOWER PALEOZOIC:Xpt pegNtite:Xpc Peters Creek schist;Xwc wissahickon fo~tion, albite-chlorite schist:X. Wissahickon fo~tion, 01110-clase-mica schist:Xc Cockeysville IIIIrble; XI4I Setters fonnation.

DIKES, pegNtite or diabase, as indicated GEOLOGIC CONTACT o

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- 4000

- 1000

- 1000

-10000

-12000

-14000

-11000

-11000 REGIONAL GEOLOGIC SECTION - ANTHRACITE REGION TO SOUTHEASTERN PIEDMONT No vertical exaQoeration NOTES:

I. Redrafted from the Geologic Map of Pennsylvania, 1960.

2. Section..xtends from approximatel1 Sunbury, Pennsylvania to about "

milll Southwest of Wilt Chester, Pennsylvania, palling within 22 miles of the Limerick site through geologically similar terrain.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL GEOLOGIC SECTION FIGURE &1-3

ERA PERIOD FORMATION/ROCK TYPE THICKNESS IN FEET OUTCROP LOCATION CENO-RECENT AND RIVER ALLUVIUM 0-20 ALL AREAS ZOIC QUATERNARY AN) TERRACE

.DEPOSITS CRETACEOUS SAND, SILT AND CLAY o TO OVER 1000 COASTAL PLAIN DIABASE DIKESAND SILLS u

0 BRUNSWICK N

LOCKATONG ~HO 0

TRIASSIC CJ)

TRIASSIC LlJ HM'NER$- sees 500<:r15,OOO LONLANDS

E CREEK FACIE L1THCFACES STOCKTON FORMAnON 3000 PERMIAN CYCLIC DEPOSITS OF SHALE, CLAY, CQl\\L LIMESTONE a ~

':A PENNSYLVANIAN POTTSVILLE GROUP

~

SANDSTONEa caG.OMERATE NOT I

PRESENT VALLEY CO'JGLOMERATE, SHALE, WITHIN MISSISSIPPIAN SANDSTONE AND

~

AND SOME LIMESTONE 25 MILES RIDGE OF SHALE /:IK) SAM)STO'JE~I SITE U

CEVOOIAN WI TH

'11111111111111.

5 OOME LIME STONE

~

LlJ Da...oMrrE, LIMESTONE

..J

~

SILURIAN SANOOTONE,SHALE AND CONGL.OtIERATE CQ\\JESTOGA AND PIEDMONT UPLA~

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~

COM:>COHEAGUE AND GREAT VALLEY 1400 AND z

ELLBROOK LIMESTONE PIEDMONT UPLAND

<{

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~

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FRAM<LIN MARBLE AND PIEDMONT lPLAND R:u

.NQIE:

Modified from Figure 2.5.14 of the Limerick Generating Station PSAR, using data from the Geologic Map of Pennsylvania, 1960 edition.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL STRATIGRAPHIC COLUMN FIGURE 2.5-4

--+-

SYNCLI NAL AX I 5

-t--

ANT I CL I NAL AXIS

~

NORMAL FAULT I

50 25 50 SCALE IN MILES 1

100 UNO I FFrRFN T I A fED F AUL T

REFERENCE:

THiS MAP WAS PREPARFI)

FROM A

PORTION OF THF U.S.G.S.

WALL PLANNII';G

CHART, EAST AND
WEST, 1968."

" I FR LIMERICK GENERATING STATION UNITS 1 ~ND 2 UPDATED FINAL SAFETY ANALYSIS REPORT MAPPREPARED BY DAMES AND MOORE AS FIGURE 2.5.9 OF THE PSAR.'

REGIONAL TECTONIC MAP FIGURE 2.5-6

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GEOLOGIC MAP OF THE LIMERICK-POTTSTOWN AREA REFERENCES,

NOTE, THIS MAP PREPARED BY DAlHI AND MOME AS PLATE 2.2-1 IN THE ItT4LIIH.. ICK GENERATING STATION GEOLOGIC "Ef'OAT.

THIS MAP WAS PREPARED FROM PORTIONS OF U.s.G.S. QUADRANGLES; BOYERTOWN, PA_, DATED 1968; POTTSTOWN, PA.* DATED 1968; SASSAMANSVILLE,PA., DATED 1968,AND PHOENIXVILLE, PA., DATED 1988.,

CHESTER COUNTY PLANNING COMMISSION,1973,CHESTER COUNTY GEOLOGY. CHESTER COU"'TY PRINTING DEPARTMENT 95P.

LONGWILL, S. AND WOOD. M., 1965, GROUNDWATER RESOURCES BERKS COUNTY' PENNSYLVANIA,PA.

COMMONWEALTH OF PENNSYLVANIA DEPT. OF INTERNAL AFFAIRS; GROUND WATER REPORT W22.59P.

_'Cl_MIII__1

-'"'.tll MIS~_I

~'.'II

.......'**11

".; __ '-~IC'"

.,....,.,'. __ 'WI**

.-'lIun....

m.IC<'p) 6000 SCALE IN FEET 2000 o

c:

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~

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n

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REFERENCE:

American Geophysical Union, 1964, Boupr Gravity Anomoly Map of the United Stat..,

U.S. Geological Survey, Washington, D.C.

Scale 1:2,500,000.

CONTOUR INTERVALIOMILLIGALS 150 100 SCALE IN MILES o

_+37°

_---r-

\\

_____ __+_ -----~43..

_ONTO 80*

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT BOUGUER GRAVITY ANOMALy....

FIGURE 1.1-7

AEROMAGNETIC INTENSITY OF THE LIMERICK-POTTSTOWN REGION w

oz w

a::

w...

w a::

z0

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z

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LIMERICK GENERATING ITATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT N

o FIGURE 2.6-1

EXPLANATION Expkntorr boriftll in which 10"........ taken.

Exploratorybori,.. corwerted to ground water obMr¥ation..III.

Aut<< hoi..

Auter Min in _ictt...1 petrneomlt.. t..ts were c~.

Exploratory hoIn in ~ 4-indt diameter core IGmpIn...... to....

Tnt well.

Geolotic

.ection.

EI.vation of to, til rock from loti of _i....

o o

o T**t pits

-2!J0- ContOUI'l on or,,,noI ~

""rfoe.; COfttOW inlWval 10fMt

-140- ConMun on t., III reclL L.J

!!I Z

8"-'.t Z

5 8

'I * *

'n

'r ICALI IN '1IT z

(4000 MIg:

For Iocatien of...,..,.ical turver'

.... F.". 2.5 -21.

2.

For of bOri",., **

Fi,u 2.5-22.

5.

Geoiotlc section.

A -A aM I-I are

.hown on Flgutft 2.5-10 2.S':"II.

LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TOP OF ROCK OONTOURS FIGURE 2....

~

250 ww LL Z

200 z 0

~et>

150 w

-'w ooor--.

Z COOLING TOWERS

£l~

Borln9 SP-22 (projected 80' W )

I SECTION A-A (ALONG E3920 LOOKING EAST)

Borln9 SPRAY POND Normal pool £1.2~/'

Orl91nol 9round oo C\\I CO Z

NORTH z 200 o

~

et>w-'150 w

z Borin9 P-I Borin9 A-2~

( projected 80'W)

~

~__;.I_---- -- I -:::::------------------1~====-!:!::.~;;=h~~;:::;:~=~

~ 250 ~-~==_.::::;;;:::::::====::;;;;;~:===-------l==4;=:;=__=--.--~...------:..:;;;;-.=7 LL

~:

I. For location of Section, see Fi9ures 2. ~ - 9 and 2.5 - 13.

2. For L09S of Bori"9S, see Fi9ure 2.5 - 22
3. Section B -B is shown on Figure 2.5-11.
4. Boring locations projected to section alon9 strike of beddln9 (N 7~* E).

250

~w 200 w LL z

150 z

0

~et>w 100

-'w 50 0

z oo CO U')

SOUTH DIESEL GENERATOR ENCLOSURE UNIT I REACTOR ENCLOSURE Boring 276 (Projected 4~'E)

UNIT I TURBINE ENCLOSURE Boring 110 (Projected 120'E )

Borin9 238 prOJected 80' W)

CIRCULATING WATER PUMPHOUSE z 200 o

~et>

~ 150 I

w z

SCALE IN FEET LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SEC'R8N FIGURE,UtO

WEST 200~~~~r

~

lU L&J u,

Z 150 zo-

~

LIJ

...J LIJ EAST NOTES:

I. For location of sections s** Figure 2.5-13.

2. For logl of borings, s** Figur. 2.5-22.
3. Section A -A is shown on FiCJur. 2.5 -10.

50 100 1!!!!!!!!!!!!!!!!!Iliiiiiiiiiiiiiiiil o

A...

SECTION B-B (Along N6000 Looking North)

SCALE IN filET LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SECTION FIGURE 'a,o*1 1

ERA PERIOD FORMATION THICKNESS L~~l:'~\\OF IN FEET EXDNt' BRUNSWICK LITHOFACIES s000-9000+/-

L","tCK ::

SITE LOCKATONG LITHOFACIES 0-3000 i

TAIASSIC TRIASSIC LOWLANDS 2

HAMMEA CAEEK 0-15,000+/-

LITHOFACIES STOCKTON FO..MATION JOOOt CONESTOGA 1000 +/-

PIEDMONT DAOOVICIA*

LIM.STOHE UPLAND

.IEKMANTOWN 2000+/-

LIMESTONE GREAT CONOCOCHEAGUE 900+/-

VALLEY

~

~

LIMESTONE ELBROOK 500+/-

LIMESTONE LEDGER 800-1000 +/-

DOLOMITE I

KINZEAS 200+/-

~

'ORMATION I

VINTAGE 300.eoo +/-

PIEDMONT DOLOMITE UPLAND IL

~

ANTIETAM 150 +/-

(J

~

QUARTZITE HAAPERS 1000-1!500 +/-

JlHYLLITE CHICKIES 270 +/-

QUARTZITE HAADYSTON 20-300+/-

READING QUAATZITE PRONG WISSAHICKON GREATEA PEIDMONT GNEISS THAN UJILAND 9000 ZC BALT1MOAE i

GHEISS READING BASEMENT PRONG

~

AND PIEDMONT PICKERING UPLAND f

GNEISS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT From"'" Figure 2.5.14 STRATIGRAPHIC SECTION SITE AND VICINITY FIGURE 2.5-12

100 80 60 40 SCALE IN FEET 20 o

Drill hoi. to investigllte clav team Trace of trecture lone on excavated rock surface,showing dip.

Dashed where fractures are tight and indistinct, dotted where concealed.

EXPLANATION Trace of clay ki11 on excavated rock surface,showing dip. Dashed where exposed in excavated slope.

Ar** where fracture zones were treated.

Joint showing attitude.

See notes for further descriptions.

Elevation of excavated surface.

Plate load test location and reference number.

GEOLOGIC MAP POWER BLOCK EXCAVATION SHEET 1 OF 2 FIGURE 2.5-13 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

<§D PL-3*

-~.-

0 Column line designations referenced in text.

DH-4DD S

L jA Goologic sec'ionsshown on figures 2.5*10 Ind 2.5-11.

2 to 3 inch" of decampOied rock

~

I to 2 ie_e'

./

~~~f""'~

41

'"-"~1 / l}f I

I I

@--0 32 30

1-------- N 5700 DI£SL OIL STORAGE TANKUCAYATION

~~~~ /

-w---........

@~~/'

Yer1lcIII...... --.cllnrocklllllOlinlllI03eo1l,~II2IOIInchI!llck-.g.......

_1n810181nch~_.~conlinueIIonof._v-No.2.)e

-.cIp unIII_ by 210 4.... 01hard compelenI rock.

F..... zone uplO4__. AdjKerII rock claeeIyjoinled. 0lIllel31O 4 __

___.zane II narrow;no--. _

requiNd.

0f-------

V~rticOI slope 0------

0- ~-------------+---,.".----r'=----

_~L F..... zone1l4102__

C l l I l l M l i n g e o l l, ~ r o c k. s. -. I__*

with

. zane II narrow;no--. _

requiNd.

Leellhan 1/2 inch of clay end rock Iregmentl elong clay...", parallel 10 bedding.

SIrang,-joinl.

F'....... __lI"inlhio..... claeeIyjoinled_lractures.

Wei defined zone of claeeIy 11**. oteepIy dipping joints within I zone ebout 810 8 ft. wide' CIIlciIeelong oomejoinIa.

F.....zane B COIUIne 210 10 _

of clay and decompoMd rock. _

....,..., claeeIy 11**1 joinIa in hard _

rock. 51-.810 10 inCIWI of--"__ with III III III

~

lD F_ generllly rongos from _thin1/4 inch wide 10bitely discernible from here toward o line.

r' H

I 5

8 10 12

~

16 18 22 23 24 I 28 6.8 9.4 B

E D

c A

8 7

6 5

4 3

2

'IQU..E 13A - Fracture Zone A at Mh and N lin..

Looklnl down on the zone. SW I. to the left of the photo. The paint outlln.. th*.,.. to be excavated for d.ntal tr.atment. Note the num.rou. throuth1olnl Joint. at an acute angle to the fracture zone,

'IGUAE 138 - Fracture Zone A at Mh and N lin..

Looking NE Into the dental excavation, Immed'-tely prior piNing concrete In It.

FIGURE 13C - Fracture Zone A at Mh and N lin**

Looking SW along strlk. a. dental concrete i. being placed in the zone.

FIGURE 130 - Fracture Zone Bat 0 line Looking SW along the zone after dental excavation Into It. Paint In upper left corner of photo mark the "0" line. The scale In the zone i.6 Inche. long. Note the numerous Joint. parallel to the zone.

The zone he,e contained a maximum of 2 Inche. of clayey matarlal and decompoMd rock.

FIGURE 13E - Fracture Zone 8 at Column line 31.8 Looking SWat zone. Clay and dacompoMd rock ara about 10 Inch..

wide h.r*. The paint In the cent.r of the photo mark. column line 31.8.

FIGURE 13F - Fracture Zone B It Column Footing F*31.8 L.ooklng SW along the strike of the zan*. Thl. ar.. wa. covered with concrete b.fore it wa. treated, thus dental excavation wa. carried through the concrete and Into the zone below It. The fracture zone here contained up to 10 inch.. of clay and 10ft weathered rock. Sea" In the bottom of the excavation 116 Inche. long.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPLEMENTAL PHOTOGRAPHS A THRU F, GEOLOGIC MAP OF POWER BLOCK EXCAVATION SHEET 2 OF 2.

FIGURE 2.5-13

150 100 50 SCALE IN MILES 25 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT o

P"II UNDIFFERENTIATED F,.ULT THRUST FAULT ANTICLINAL AXIS NORMAL FAULT SYNCLINAL AXIS J

-t-

-+-

1'*

~

f

...~...

J LEG END

~

INTENSITY UNCERTAIN tt INTENSITY V o

INTENSITY VI

~

INTENSITY VI I o

INTENSI TY VII I 11 -r--'-----+--------+--~~~

44~----+__--+/-~~:...!-~L-i-~~

J-

)..*.--l--:p~*~.:.:.:.;~~'-t----t--

REF ERE N C E:

THIS MAP WAS PREPARFI) FROM A PORTION OF THE U.S.G.S.

"IFR WALL PLANNING CHART, EAST AND WEST, 1968."

MAJOR TECTONIC FEATURES WERE TAKEN FROM A PORTION OF THE "TECTONIC MAP OF THE UNITED STATES" BY U.S.:;.S.

AND A*A.P G.,

MAP PREPARED ASFIGURE 2.5.15OFTHEPSAR BYDAMES AND MOORE; UPDATED FORTHE FSAR.

SIGNIFICANT EARTHQUAKE EPICENTERS (1737 THROUGH JANUARY 1982) AND REGIONAL TECTONIC MAP FIGURE 2.5-14

25 Miles

~iiiiiiiiiil~~~1 FIGURE 2**"

EARTHQUAKE EPICENTERS WlrHlN 50 MILES OF SITE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT o

I NOTE:

An asterisk (.)

by a cluster of epicenters indicates that one or more have been displaced slightly for drafting convenience.

Formal locations are reported for all earthquakes in Table 2.5-8.

NEW JERSEY EXPLANATION (1)2.1 Intensity uncertain. Number, if given, 4/ 0 represents magnitude Intensity m 0

Intensity Dr 0

NEWARK0 e

Intensity Y.

0 Intensity E:

Intensity ~

\\,

\\

'DELAWARE

\\

0 DOVER

\\

WILKES-BARRE BETHLEHE (1)

ALLENT~

PENNSYLVANI:

(jBANON*

o YORK BALTIMORE D

MARYLAND l-

-I-

~--400 4oo'------~~---jt:----~~-----::=~=~~7~i2;~

TECTONIC PROVINCES EXPLANATION LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SCAlE IN MILES o

10 20 30 40

~

10

-:'~~':=C:'A~:-'

~.....,... Serl... No.10.

CaIlM,GY IcMnMnl.lII2, lIctollic... cI thl UftIIM....: U.S.CU.IA.A.N.

E...,. A.J.* 1112.StructlnI Geeletr of Nortll ~a. 21M! Ed:..,.,... ""

tfi9Ir.7.1l Hedley, J.I'" DewINJ.F..II""."......

... of tile E.-em \\JIll...,... UU.s....,

...~

Kint. P.I. aIllI 1e\\tuMIl. H.III1.I~,,~.

GeoIotlc-l... of tile \\JIlINlISt....' U.S.G.S.

..........Iolln,IMI.Tile E__n Edli cI tile HIrth..ic.. ~ dlIriltttle e-wlln

~,~~OrllovicOll' inZen.et... SWleI cI 01\\ GeoIotr-NortIlernaIllI MIrlI\\IM; Wwec_. P1111ll1Nr1...... 10-3.

AodIIn. John,"1'0, TIleTectanIcs of tile A"'cllion" WIIey-Interwc:ieIlce.,....1.

Tec:tOllic ".,IIIC.....ery I..........

OwoaifMte or 1,,*,lIllt.)

Outline of tectolllc: MIt or teetOlllc ffOIIl COIIlICt of MIIn......... ill.....--

REFERENCES:

~-_.

..L

  • 38***

FIGURE 2.1-1.

60 50 40 CL..

)(

Q)

"'0 C

~ 30 u..

fA 0

a. 20 10

~V CH V

/

~

V

\\\\ ~

~\\~

V v:

CL

  • .-- /

.. :V*

MH 0 r OH

  • 1~

I:****

  • K.~L or CL-Mu

~

OL ML

/'

I.

10 20 30 40 50 60 Liquid Limit, L L 70 80 90 100 LIME'ftICK GENERATINGSTATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLASTICITY CItMT*QF.....

~VPONDAR£A FIGURE.....,

'~----......-----or------...----__----_----_

-+-----+-----+-----~~---____f.----___4_-____.lII~-___1 2-+-----+---~~+-----~---__4----__+_----~

~

4+-----+-----+-----~~-____:~__----___4_----___1

~

I~IN Ib o

2 4

6 8

10 12 0,+°3

___,KSF 2

NOTES

1. ALL SAMPLES CONSOLIDATED ISOTROPICALLY TO AN EFFECTIVE CONSOLIDATION PRESSURE OF 1 KSF.
2. POINTS PLOTTED REPRESENT CONDITIONS AT FAILURE.
3. DESIGN CURVE WAS CHOSEN BASED ON THE CORPS OF ENGINEERS' RECOMMENDATION THAT TWO-THIRDS OF THE TEST VALUES EXCEED THE DESIGN VALUE.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

SUMMARY

OF CONSOLIDATED UNDRAINED TRIAXIAL TEST RESULTS OF IN-SITU SOIL FIGURE 2.5-18

~

W>

a:

~o z

e" en W

C,

@J,

~

~

~

~)f r;.~

~

~L1

~ /

u-

>CP.

.) o 0

Z II e"O Uit=

We:(

Ca:

~

I z-I cc t;

~:i*

II

'"I IIe

I

.j U>

U...

0

.. i CYCLIC lYRE. RATIO NOTE

1. ALL SAMPLES CONSOLIDATED ISOTROPICALLY TO AN EFFECTIVE CONSOLIDATION PRESSURE OF 2 KSF.
2. NUMBERS INDICATE TEST NUMBER DESIGNATED BY GEOTECHNICAL ENGINEERS, INC.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

SUMMARY

OF CYCLIC TRIAXIAL TEST RESULTS

'~-250-Contours on Original ~

s!Jrface; contour inttrval 10tNt.

EXPLANATION

'ROO

'00 400 SCALE IN FEET Exploratory holes in which 4-inch diameter core samples whert tollin.

Test wells Test pits Exploratory borings in which samples were taktn.

ExploratoryborinQs converted to ground water observation we.tI.

Auger holt' Auger holt, in which wtll perrneametertests were co~.

o o

200 o

E~OOO NOTES:

I.

For location of geophysical surveys, see Figure 2.5 - 21.

2.

For graphic 1091 of borings. see FiQUrt 2.5 - 22.

LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SITE EXPL0RA11ON FIGURE I"~.

,r

'00 e

4'

  • KALI IN 'IIT sed for up~. velocity Te.t.eI' u mea.urements.

ABUYIICM. IURVEYI GEvrn fQIt:

Geophpica' IUrVeyS_

.......1IiII.,

direction "'

technical nd Moore.

Damn a Sei.mic:

~...... velocMy Shot point o

I

[

\\

\\

\\

\\

t../.~_,,:

../'

./

,/

\\ \\

)

I i

\\\\

~.~~_~s:

f R I f A':D POROUS GR"Dlr;~

MEDIUM ro CO"RSE GR"INI:D RED S"NDY SIL. TSTONE WI TH SHAL.E P"RTINGS (HARD)

BORING COWLETED ON 10-1 ~';9 C"SING TO DEPTH OF 5' 140-LB.

HM,.-ER @ ~"

F"LL WIITER LEVEL @ '50 1 ON IO-24~9 8HUII~WI(;K SII"L.f-HlO SILr5TOt~E (MODI I'" r r tv 11;0'(0)

RED

- u.r.

(;P"INED SMjOSTONE RED SI L TSTONE SH"LE)

GR"DI"I(;

S"NOY RfDDISH-GR"Y TO GR"Y FINE GR"INED S"NOSTONE GR"D I NG CO"RSfR GR"Y.VERY FINE GR"INED S"NOSTONE REDOISH-GRA, SILTSTONE GRAY MIISSI FI'jE GR"INED S"NOSTONI:

MJIIt'M:6 AltII1'IOII + 185.4' BORINe 6 GRAPHIC L08I SHEET 1 OF37 LIMERICK GENERATING STATtON UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

[LEVI,Tlor,s RErEH TO U.S.G.S.

Df,TUM.

TIlE D,-MES & MOORE S,>MPLEH IS

,~" 0.0.

"NO 21"

\\.0.

HIE ST"NOARO SPL I T SPOON SJlMPLE R IS 2" 0. O.

AND I

~/8" I. D.

f.:l" LOCATIONS. SEEfl(iUIU 2.'*20.

LO"S PAEPAflED IY DAMES AND MODIU, DA TA REL,A T j VE TO THE ENERGY USfD TO JlDV"NCE EITHER SAMI"L.ER "RE IrJOlcnED AT THf BOTTOM OF

,ALL BORINGS DRIL.LED TO INVESTIGATE lHE n'GlrJEEI,ING PROPERTIES OF TIlE SOIL.

SOIL SAMI"LES WERE DBT/llrIED IN ALL BOI(INGS r,UMBfHED 106,oND HIQHER USING A

STANDARD SPLIT SPOON SfMPLfll

,ADVMKfD BY A

140-LB.

HAMMER F"LLING

~O".

WHEN ROCK W,AS CORED.

rur F I GUHES I N THE COLUMN LABELLED "BLOW lOUtH" II'JOICIITf THE PERCHITf,GE OF ROCK IlECOvERED IN THE CORING i.ur, I I,m Ie" n 0

TO THE:

1'1 GHT or THESE FIGURES B)

HE"VY BL/ICK LI NE.

THE FIGUI,fS III HIE COLUMt:

L/IBELLED BLOW COUNT INOICAT[

TN(

rjUMBFr' OF BLOWS REQUI PED TO

,ADVI-NCE EI THER THE DAMES

&: MOORE SAMPLfR OR f

STAl-JDI'I~O SPL I T SPOON SAMPLER A

01 STIINCE lH' ONE FOOT INTO THf UNDISTUR'1ED SOIL.

NOT r s :

100%

10 RO

<<"TN IN FEET TONE TONE "OR I Nli i:OMPL r 1 FD ON 10-9-69 C/ISINI.

TO 'A DFPfH OF III

~OO-lfl.

IIAMMr" lUI IR II FALL IIII1TtR LHr'_

~jJ '.iOl l UN 10-2 /1-('.'

BORIM>

COMPL.ETED ON I0-9~9 CASING TO DEPTH OF 10' 140-LB.

HAMMER @,Oil, FALL WATER LEVEL @ ~O~I ON 10-24~9 GRAD I NG FINE SAND BRUNSwiCK SHALE-REDDISH-BROWN SILT'r SANDSTONE (HARD)

REDDISH-BROWN SILTY SHALEY SIL.TSTONE REDO j SH-BROWN VERY FINE GRAI NED S"NOY SANDS TONE RIDDI SH-BROwr, SANDY,"tID

CLAYE, SIL T BR 1 CK RED (DECOMPOSED)

SIL. TY SHALf' (HARD)

GRADING WI TH ROCK FRAGMENTS REDO I SH-flROWN Sti"LEY S I L.IS TONE (HAf~D)

REDO ISH-BROWN FINE GRA I NED S I L TY SANDSTONE REDO ISH-BROWN SHALEY S I L TSTONE SORINe 5 SORINe 4 J~¥~~

Iii<_t---+ RFDDISH-BROWN GRAINED SILTY SANrSTONE

I 100%

E4 tt I<EDDI SH-BROWN SArlDY AND CLAYEY S I L T I~

l!I ML

~

BRUNSWI CK SH"LE-BR I CK RED SIL T-ro-";"

TONI - MOllfnATfLY rRAr.TUHEO 66%

~:=::;

l)b~:

~-=---

Id",IIINII

'J"NIlY

()b~;

98%

RfODI SH-BllOWN F I Nf (jIlAINED S"NDS TONE

~!#~~1"'

98%

~,..,..

HEDOI

~,H-8ROWN FINE GRAINED S"NDY SI L TS 98%

t~

S"NDS t\\~Wi.~

REDO ISH-BROWN FINE GRAINED SILTY 100%

(HARD)

~;;"

REDO ISH-BROWN SHALEY SILTSTONE (HARD) r-~-

I=

98%

=-..:

96%

-:,~

10 50 60 60 30 10 40 40 30 20 DEPTN e ItET I

&OW COUNT 0----

o

7

."TN IN FEET GR"DING LfSS SILTY GR"DING SILTY BROWN MED I UM GRAI NED S"NDS TONE (VER)

HARD) LIMONITE ST"ININ'~,

FRACTURED GR,AD I N, GREEN I SH-GRA, COAL LAMI NAE GR"D I rJG BLUE I SH-GR"Y GR"D I NG REDO ISH-BROWN REDO ISH-BROWN S IL TS TONE (HARD TO VERY HARD)

GRADING SIL.TY AND SHALEY GRADING REDOISH-G"'AY AND VERY S"NDY H

f\\IWI\\N FINE

,,',AINED SANDY SILT (F I I'M) fEW THIN S"NDY SILTSTONE L"YERS BORIN',

COMPLfTFD ON 10-11~9

(/lSI Nfl TO

/I DfPTH Of 1'5' I/IO-Ltl.

II/lMMeIl Ii

~II fALl 111/\\ 11 I<

LEVEL If 8'7~ I ON 1()-2 /j-('1 REDD ISH-GRAY FINE GRA I NED VER Y S"NDY SILTSTONE.

MAS'SIVE-(VERY HARD)

GRADING SHALEY IN P"RT BROWN I SH-GHAY FINE GRA I NED* SANDS TONE

(!1"RD)

SHALEY ZONE REDO ISH-BROWN SL I GH T:..Y S"NDY S I L TS TONE (HArW)

BRUNSW I CK SH"L E-REDD I SH-BROWII SANDY SHALf WI Tli SOME SIL TSTONf (HAPO)

WEArHERED IN PART

'J REDDISH-BROWN SILTY FINE GRAIIle:DSAND-STONE I NTERBEDDED WI TH SHALEY S"NDY SIL TSTONE (HARD)

RfDOISH-GR"Y FINE GRAINED SANDSTONE (H"RD)

FRI"BLE IN P"RT FEW THIN SHALE SEAMS LIGHf GREEN FtrJE GRAINED SANDY SHALE (MED ICM HAHD)

REDDISH-BROWN FINE GR,f,INEO S"NDY SILT-STONE (Mf*OIUM H"RD TO H"RD)

CL.AY SE"M; GRADING SILTY AND GR"Y IN CO'.OR FINf TO MEDIUM GRAINED MLiL T I -COLOllfD GREfN TO GRAY I S'l-PUHPL E I I NE

'iRA I NED SANDS TONf (H"RD TO VI RY H"RD)

HiDDI :m-BHOWN SILTSTONE (VfRY HARU)

ARtJWNI:;II-"HAY SILTY VFHY fiNE GHAINfD SIINDSTONE (HARD)

R~DDISH-GR"Y SILTSTONE (HARD)

GRAY VERY FINE GRAINED SANDSTONE MASSIVE (VERY HARD)

GRADING L.IGHT BLUEISH-GRAY WITH FElli THIN SH"LE P"RTINGS SORINe 2 SM REDDISIl-BrWWN FINE TO MEDIIJM GR"INfD SANDS IONF (VERY HAllD)

FfIIABL.E REDO ISH-BROWN SL I GHTL Y SANDY S I L TS TONI'

....-1---.....-c-;

REOD ISH-BROWN FINE GR" I NED SANDS TONE RED S"NDY SIL TSTONE-SHALEY (VERY HAHD)

~,

~

..OW COIJNT 0---

/1 l!I

~o 110 gO 100 130 150 DEPTH IN FEET 100%

160 ---.. Iiii...._

0 1l0RING C~L.ETEO ON 10-9-69 CASIt,~G TO

~.

DEPTH OF 15' 140-L~.

H"'.'MFCI 0

~O" FALL

\\;)

...nEll I'J eORI',G O~i IO-24-Eg ROR I NG COMPL fTfD ON 10-8-69 CAS I rJ3 ro A

DfPTH OF 10'

~OO-LB.

HAMMEll @ 18" FALL W~l[' LEVEL (i 5'1' 011 11J-24~9 BRUNS,*;I (K

>H"LE-I NTERREDOfD Rff)D I 'j~t-f<lWWr, ro
iRA Y S 1L TSTONf "NLJ FINE GR" I NED PrlJI, I ~II-PROMJ S/INDSTONE 5AN~Y :'ILTSTCJNE

(~IUI)H{ATfL.Y Il"HO)

REDDI SH-BROWN SIL TY S"NDSTONE (MODERATEL Y HARD)

REDDISH-BROWN SILTSTONE (H"RD)

(M"SSIVE)

GR"YISH-RROWN VERY FINE ro FINE GRAINED SANDS roue

~M:I AltII1'IOII

+ 187.4 1 MIII'M:6 AlWTItJII + 190.0 I BORINe 1

SORINe 3 ML RfO SANDY SI L f WI TH ROCK FRAGMEN'S ML I---

I1HlIN'jWI t:K :;IIALI-'l' OU I SIl"'rHIIOWN

SANO,

=3

." L I:' ;OtJl WI III

~IlALr PAI{ IIN<.S

~'::

':.:..z~

II REDO I SH-"ROWN FINE TO MEDI UM GRAI NED SANDSTONE

~'~.

REO SHALEY SI L TSTONE (MEDI UM HARD)

~~

~:~..

0ur,PL ISH-GRAY 'F I NE GRAINED SANDY

.It S I L TS TONE (H"RD)

R~. 00 I SH-!'l ROWN TO GR"y.

FINE GRAINED S"NDS TONE

~~~

~~~~~

GRADING DlllI SH-eRAY I

~~

RED FINE GRAI NED S"NOY S I L TSTONE (HA

..OW COIJNT o --- -

103 19 10

~O

~~~==t IHWWN ro REQD I SH-BHOWN FINE GilA I NED TO 40 -ltl_;t==~kl'{F~~~~~MS~~~~~J~~FSMlDSTONf GR,oYISIl-PROWN FINE GR,AINED TO MfDI\\)M GRI-INFD SANDSTONE I<FDDISIl-B1WWN VEil)

FINE GRAINED SANDY SILTSTONE (MODERATELY IMIlD) 30

'D-

_!'TN lit FEEr..

o COUI!..T 56/5 11 40-I~

."TN IN FEET FIGURE......

so II I 'Ili COM~U no or In-iF-E')

'r51':';

TO r

'.1 "fll OF III

~U:)-L'". Itf'.","" (.

p~'l crLL WfTrq Lf'/fL 6i:,)1;,' 0" 1O-2IJ~:1 MJIII'IIt:6 A1~ +IBE.E' BORINa 11 REO CLAY' Y S IL T WI TH SHALE FflAGMFPJlS ML

~

BRUNSW' r * "

(HARD)

SHALE-RFD S I L TS TONE

~~

SHAL < Y WI TH CLAY FILLINGS

~.i

~7:..

GRADI NG SANDY

. ~~

It I,,'IL)

.IOINrrr'

'O~Jf
'11,,' TO 2f\\. r~ f

.x:

>-=':::

(,RADI Hl

~H"'LI )

~

F-:-:

vr>> sn:D' D",PK 8POI'I"J

~ I r ~f G~P,It-J~D S~'~DSTO'!':

iz:*.*~.:;::

(IlAf' D) 1--:

RED SAUDY 5 I L TsTO'*Jf (HI'PO)

~

SHilL' Y 1---

r;pI\\OING VFI')

sAI*JOY

~',.-

..;.....;~

OAln:

<>flOWN F I NF GIlAI NI [l SIINDSTONr

~'

I!ED Vnn SMID)

SILTSTO~I<

~E FIGURE 2.1-22' GRAPHIC LOGS SHEET2 OF37 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT t:I a

  • COUNT 0--

NOTES:

1. See notes on Figure 2.6-22, Sheet 1 for Iddition" explanation of 1011.
2. For 1000tions of boringl," Figure 2.5-20.
3. Loga prePired by Oameslnd Moore.

10 52/S' DEPTH IN FEET "cHI,

'O'."LrTrD Q"

I')-Ie-,:,?

;,it tlr~

1(~

{l~r'TH o~ I rjf I 'l')-Lil.

'I'\\P'\\r.~

{L1

~0f1 i~/.lL lr"rL

~ I X,,

(I', IQ-211-( ')

1'0" "'0 '()'.11'L "Tr rr 0" I f)-1.9-(;')

',J II IG I ()

~

Il' f'11l Of 15'

~()O-L'"

Hi ',"!"Il {f I ~l!l I

~'lL

\\',' "

Il L"

r r.

~'(\\T Hr

'DHOFD 1I11Y ', 11I'l"n

~"'"

,101~JTf" 1'liOM I

'. I( I 1 1.1 i

1 *.

~,

G"AO I N(i VfRY HARD BHOW~'

!'INE~AI'J£D SANOY

SILT, TOPSOIL (MFDIUM s r r r r )

~RlINSWICI(

SHAU:-ARICI(

RlD FINE SANDY SILTSTorJr,"ADLY WEATHERED f ;"I"*S'.'.1 K'

SIf'Lr~-

LIGHT G;~,~Y P.~r:-OIU~,1 TO

'0: "JI' C;,

I ";C')

'i,o/'eSTO'lr (HfO)

"RON'J I SH-G "A' FINE GRA I NE0 SA~IDS TONE (HARD)

RFI~I( '!FD CLA)FY SILTSTONf (MEDIUM H...RO)

'WDOI SIl-I'i'OW~ 'LAYf'Y Sf L' WI IH SOMf:

',HAvrL Mifl SAND (DE~I:;~)

DARK

!'ROWN

'0 BROWN SILTY GRAVELL' SAND

$lJlfF1iCE AlWfTItJII

+I9ij, 7' BORINa 10 BORINe 10A 95%-

~(.

C,7.

aow o ~T

$'fltl~$

10

'::7.-

60-100%

100%

50---

50-......1-.-..-........

22 !!I 23 II 10

~O 20 30 100%

'10-

'10

'}8':

DEPTH IN FEET DEPTH IN FEET IlORI NG COM'LEHD ON 10-8-E9

('ASING TO A DE'TH 0..-

10' 140-Lfl.

H'\\~""fR ¢l 30" FALL

"'ATE" LEVEL

~~ 942' O~J IC-2Ij-EC1 GRAb I NG SANDY HIGHLY

~'RACTURED GRAD I NG RrDD ISH-GRAY REDD I SH-IIROWN SANOY S IL TS TONF (lifRY HAHO)

I NTER.EDDED REODI SH-GItAY SlL UTONE AND FINE TO MED I UM GRA I NED SANDS TO~,E (VERY HARD)

GRADI N" SHALEY REDO I SH-SROWN SANDSTDNE-SLI GHTL Y F'RIAIlLE REDDISH-IIROWN SILTSTONE (VERY HARD)

SHALEY GRAY FINE

()RAINED SANOSTONE (VER~ HARD)

RFDDISH-IlROWN S"iALEY SILTSTONE;, (HARD)

GRAY FINE GRAINED

'ANDSTONE (VERY HARD)

REDDISH-GRAY SANOY SILTSTONE (HARD TO VERY HARD)

GRAY FINE GRAINED SANDSTONE (VERY HARD)

GRADING MEDIUM TO COARSE GRAINED IlROWN MEDI UM GRAI NED SANOSTO~JF, FRIABLE REDDI SH-SROWN SIL TITONE

('o'ER)

HARD)

Rf DO ISH-BROWN SMJDY S IL T (TOPSO IL)

REDDIS......8RO.*'"

SANDY AND CLAYEY SILT WI TH INTFRerDDED ROCI(

LA'IERS REDO I SH-IlROWN TO GRAY "I NE GRA I flIfD SANDSTONE (VERY HARD)

REDOISH-8iWW~: SILTY SHALE AND SILTSTONE (I NTERBfDDED)

GRAD I NG SANDY REDO I SH-eROWN "I NE SANOY S IL TS TONE (VERY H~RD)

RfDDISH-GRAY IIERY

..-INE TO "INE GRAINED SANDSTONE (HARD TO IIERY HARD)

~

I NTERflfDDt 0 RFDDI SH-GRA)

IIER)

F I p<r

~

GRAINID TO "INE GRAINED SANDSTONE AND REDDISH-GRAY SANDY SILTSfONf (vc Ry HARD)

REDDISH-GRAY IIERY FINE TO "-INf GRAINED SANDSTONE (VERY HARD)

REDDISH-8ROWN SLIGHTLY SANDY SILTSTONE SHALEY IN PART (VERY HARD)

~

41*"'-*201.1' BORIN8 g ML

~,

~ML-REDDISH-GRAY MEDIUM GRAINED SANDSTor;f RfDDISH-"RAY TO 8ROW" SAND)

SILTSTO~'

IIIH1NS.IC'1\\

SIIALI-REDDISH-,ilIA)

CIUM lill/lIN'-.

"'NosrONE (1I;'IHl TO VEIlY IIA1W)

IlfOOI ~.It-RHO_1 IIfRY SANDY SILI:'TOrJf INT'-.'l!fnOFO.ITH FINE l.iIlAINEU SAND STUNE (IIEI/Y HAIlO)

GRADI NG SHALry GRAY MFOI UM GI,A I NED IANDSTONE

~VERY HAkD) 1I1.. IILY WEATHfRED AND PDIlOllS FllaM

~

, 25*51-2::.4' lfOOI SH-SIW*N SHALE

~_

.' ;,;7;;;_i!~

.';,_'._-~

iEOD/SII-GHAY fiNE GRAINED SANDSTONE REOD I SH-RllOWN SHALE REDDI SH-8ROWN SIL TSTONE (VERY HARD)

'f0.

GRAD I NG SANDY

~~~

I~

100%

100%

51%

1M 100%

B'/%

I~

10 97%

30 110

.0-100 1'10-100%

I~O 160 55%

110 1OOl....................

~

130-84%

5811 IO~

.!'TN IN FEET..

O~~

75 ~

flOlllNG COMPLFTED ON 10-14-E9 Cr,SING TO II DFPTH OF 10' I IIO-L8.

HAMMER (01'

~O" I'ALL I\\IITE..

LfvEL 6/ 50; I ON IO-21.-E9 GRAY REDDISH-eROlilN SILTY'V£RY FINE lillA I NED SANDSTONE GIIAD I Nli

[0 liRA) I SH-8ROWN (i'iAD I NG TO ME 0 I UM GRA I NE 0 GRADING TO FINE GRAINED REO VFRY "Iiiii' GRAIN£D SANDSTONE tHO S'IAt.,ry SIL TS 10Nl'

<<r u III In I INf.

tilUlINFn SANn::lIONE (HARD) 1,IlAI>1 Nli

(.IlAY "BRING COMPLETfD ON lO-IO-E9 fSING TO OEPHi 0" 101 r40-LA.

Hf'M"'ER~,Oil "ALL

""nr;:<

LEVEL

(,j' 4')1 ON IO-24-E9 eRO*N to GRAY FINE GRAINED

,ANulilI)N£ (HARD)

GRAOIN..

MEDIUM TO COARSE GRAINED RfDDISH-8nO.~*J CLAYEY ANO SANDY SILo.t

  • 'TH nOCI(

ERA"WNTS DHUNS.ICK SHALE-RCD SILTSTONE: HIGHLY

\\'lEA TtiERED REO VERY FIN£ GRAIN£D IANOITOI<<,

(1IillI\\'.IV£)

REO FINr GRAINED SANOY IILTSTO,,j£ 1,:TEH8fDDED VERy SANOY SIL 15 TONE AND I'lE::l SHALf)

SIL TSTONE REDDISH-8ROWN SILTSTONE (HARD)

GRAD I NG COARIER REDOISH-GRAY SANOY SILTSTONE GR.\\)

TO eROWN ""'OIUM GRAINED SANDSTON£ GR...Y "I~,E TO MEDIUM GRAINED SANDSTONE GRADING TO GAAYISH-fIlROWN "R I A8LE REC SAND)

SlL TSTONE (VERY HARD)

....... AI*",- +198.9'

$U1II'IIItf;E A1WfTlOll

+20I *E' BORIN87 BORIN88 i

10 10 100%

100%

30 60 10

.O-~""""""""

10

.urN III FEET..

t:OfJItT o

')2/E" II

',HADI NG VERY S,o.",;DY SHALEY BRUNSWICK SHALE-REDDISH-BROWN SILTSTONf (HARD)

BOHIIJG r:OMPLETED OIJ 10-11-69 C,'SIIJG TO DEPTti OF "1' 300-L[1.

HhMMER @ 18" F"LL Wi'TEP LEVEL

~IO r I<[CDROED GRAD I ~J<J SAI,JDY SIL FY REDDI SI1-BIlOiM<J SIL rSTONf (HARD)

RFDDI:;11-PlROWN SILTY SANDSTONE RfDDI SH-PlROWN TO BROWN MI CACfOUS ilL TITONE SOMI' vr H\\

F I Nf GilA I NED SAND (I1MIO)

GliADII,G SANDi'R GH"Y-"'-ODISI1-BROWN VERY FINl GR"'NED s u r,

SMJOSTONE (I1AnD)

BORINa i8

~O 10 30 ---

10 60 40 DEPTH IN FEET SHi\\LEY ZONE SI1"LEY ZONE SHALEY ZONE REDO I SH-SROWN S I LTV FINE GRA I NED SAND'"

STONE (HARD)

REDDI SH-BllcaWN SIL TSTONE (HARD)

FEW CALCITE STRINGERS LIGHT

~RAY MEDIUM GR"INED SANDSTONE (HARD)

SIL TY ZONF WI TH CALCI H:

STRll!IGfRS REDO ISH-BROWN S I L TSTONE I NTERBfDDfD W'TH FINE TO MEDIUM GRAINED SANDSTONE; FEW CALCI TE STRINGERS BORI NG COMPLETED ON 10-17-69 CASING TO A

DEPTH OF 5' 300-LB.

HAMto/iEH @ 30" FALL WATER

-LEVEL

'12~'

ON 10-24-69 "FDDISIi-BIIO~~. SILl',

FII;F GRAINfD SAND BHL'NSWllK SHALr-,i11AYISH-BHOWN SILTY FINE TO MEDI UM UHA I NED SANDSTONE (liAIW)

SOME INTERBEDDED SILTSTONE LAYERS RF DO ISH-BROWN S 1L TS T,ONE (liARD)

FFN CALCI If STRINGERS AND INCLUSIONS SHAU'Y ZONE BORIN516 10

'00"'£

-.=

.0-.....*........-..

<<OW o COUNT

$YIJI<<)L 30 40 10

.,.TH IN FEET SHALEY GR"D I NG VE RY SANOY GR.'IDING S.'INOY F RAC TURED AND BROKHi FROM~r:.5f TO

~7.'51 GRAD I NG COARSER RED SANDY S IL TSTONE REDDISH-GR"Y TO BROWN FINE TO MEDIUM GRAINED SANDSTONE PARTLY

FRIABLE, BRUNSWICK SHALE-HIGHLY BROKEN REO RE8 1§Tc:::g~O~JE (HARD)

HE 0 CL A Yf Y S I L T (S r r-r )

BORING COMPLETED ON 10-13-69 CASING TO A

DEPTH Of, 10' I JIO-Li'.

t1J,MMf.R '@ r8' F AL L WAHl<

L1:V[L

~ ')6' ON I()-":/I-t:')

BORING 14 ML

<<ow COUNT

$YIiIIIOL$

0--*-

9~ It DEPTH IN FEET GRADI,'r; WI TH WEATHERFD ROCK FRAr;"'<~JfS SHilL E PAl! I I ~!fiS MNiS,1 VF IillADING,VI)

SIIIJDY I'OI,IIIG

'()t.,WLlT-U 0"

10-11-('1 1';'SI'!"

TI) fI PErTH 0,' II'

~'Y)~Ln*.'I*',,*nF;,~,'~ 1°*"

'-fILL lIir,Tr v-"rL

.: II.':'

0" In-211-r- )

~RU'J';:I' K S'lALI-,IF'rJr"SH-"POW',I":'If'LI')

5ILT<;T()'J[

(HMIIJ)

IWD IIF'Ii)

"1,"1[

GIIAINED SANDSTON!

(vrll)

HARD)

BORING 12 ML

.,.TH C IN,

FEET

~

<<ow COUNT o ----

7EI 67 I 10 ---"

100%

10.----'

100%

.*:0 100%

40 --'

1(1)%

~O Ii, gW{,

.0 LIMERICK GENERATING STATION UNITS 1 AND 2

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

.. _~-,--~-

-~---

UPDATED FINAL SAFETY ANALYSIS REPORT GRAPH~~

SHEET 3 OF37

1. See notes on Figure 2.5-22, Sheet 1 for edditionll.xpl..ation of 1011.
2. For 1000tions of boringa, Me Figure 2.5-20.
3. Loga ~red by DMMI -.d Moore.

NOTES:

S.'INDY SIiALFY flORING COMPLfTfO ON IO-15-ECJ

('ASING TO..

DEPTI1 Of IOf

~OO-LB.

HAMMEl, @~O" FALL WATE" LrVEL NOT RECORDEO GRADING COARSER GRAINED SHAL FY REDDISH-BfWWN TO BROWN CLAYEY SILT WITH GR.'IVEL FRAGMENTS (MED 1UM S I IFF)

RFDOISH-AROWN SHALE'!'

SILTSTONE (HARD)

REDDISH-BROWN TO GRAY SILn VERY fiNE Gf<.'I1 '<F 0 S"NDSTDNE(HARD)

$U1IFACI ILl..". +227.2' BORINe 17 ML

~:

,~~(m

!~~ti i~£~~:'¥i

~~;

40-100%

.0-......iiiiiiiiiI-.......

100%

30-100%

60-99%

100%

10-DEPTH t:

ItET I

&OW O~~

25 It

'3E~

BORING COMPLfTED ON 10-10-69 CASING TO fI DEPTH OF lor "IO-LB.

HAMMEH @ 30" FALL I'IIITER LEVEL @ 10' O~J 10-24-Eg I NTfRflEDDED REDO I SH-AROWN S I L TS TONI'S AND REDO ISH-BROWN F I ~IE GHA I NED SANDSTONES (VEI<Y HI'RD) firilJN':;!;I, K

~,II"Lf-H£()[)ISH-f1IWWN VERY

!'IN!'

GR....l/lrD S"NDY SILTSTONE Gtl.'lYISH-BROWN FINE GH"INFD Si\\NOSTONE

(.MilD)

BORING 15 ML 100%

=I

<<OW COUNT o -----

98 10

~O

$0 DEPTH IN FEET 2"

S"',JQS rONE LAYER BROWN TO REDD'SH-BROWN MEDIUM GR.'IINED SIINDS TONE (I1A RD)

"'[DDJ :ill-fl,IOW':

SIL TSTONE (HAllD)

SHALF)

RfDDISH-RPOWN TO BROWN MEDIUM GR.'IINED SAND:> TOIJE REDDISH-SHOWN SILTSTONE (HARD)

SHALEY REDDISH-BROWN TO GRAY SILTY VERY fiNE GR" I NED SANDSTONE REDO I SH-SROWN Silo TS TONE REDO I SH-BROWN TO IJRAY VERY FINE GRA I NEC SANDSTONE 1<11),:LIIY! Y

~IL 1 WI TH

~HALI "OCK I lilllill.1l'N r s A.iIlW,WI LK SH.'ILI'-RfDDI SH-nHOWN SAND)

TO VI In SIIIJDY S I L 1S 'ON~-

BOR I NG COMPL E TfO ON 10-15-69 CIISI NG TO II DEPTH OF 5'

,DO-LB.

HN.4MER @ IS" fllLL w"nt<

LEVEL @ 52'-

ON 10-2',~9

$U1IFACI ILl..". +21 ~.8' BORING 13

,~

!OO%

=I a.tJW COUNT 0-,*,*

62.

10

~O IOO~

30

.0

/JEI'TH IN FEET FIGURE

DAIlKlillAY 10HLACI(SILI SOI'l I AhIUIN/\\' rou-.

'il\\NIl MI LI\\( rous

!iOMr III DO I SII-1\\1l0.... II L I ClI~ADINt.

Wi I~f SO..'

CLAY BOR I NG CQMPLET!:D ON 10-24-S9 CASlfJG TO f-DEPTH OF I~I

~OO-Lfl.

HAMMER fi' 18" FALL W/'TElI LFVEL

'JOT RECORDED RfDDISH-IIROWN SILTY FIN!:

TO MfDIUM SANDY GRAIIEL (MEDIUM DENSE)

BRUNSwicK SHALE

~

REDDISH-f;l,ROWN FIIJE GR"I ~::

u SJIIJDS TONE tHARD)

REDD I SH-III'OWN SHAL£Y SI L TSTONf (HAIlD)

FEW CALCI If STRINGfRS GRADI NG IIERY SANDY RfDDISH-BROWN II!:"Y FIN!: G"AINfD TO FINE GRAINED SANDSTONE-CROSS-BEDDED REDD ISH-BROWN SILTSTONE (HARD)

FE. CALCI TE STRINGERS AND INCLUSIONS REDDISH-BROWN 1'1 NE GilA I NED SANDS TONE INTERBEDDED wiTH SILTSTONE (HA"D)

REDDI Sli-BROWN SIL TSTONE (HARD)

FFW CALCI Tf.

SlRINGERS AND INCLUSIONS REDO I SIi-nROWN S ILlY VERY F I Nf 10 F I ~

GRA I NED SANDSTON!:

(HARD)

REDDI SH-BROWN S I L TSTONE (HJI"O)

FEW CALCI TE tNClUSIONS AND ST"IH8~IlS GRADI NG VERY SANOY L I GIiT flRO.,N 1'1 NE GRA I NED SANDS TONI:

(HARD)

SOME SIL.,STONE REDDISH-BROWN SILTSTONE (HARD)

FEW CALCITE STRING!:1tS AND INCLUSIONS GRADI NG SOM£ FINf GRAINED SANDSTONE MJI"At:6 AI..".

+ 1 15.0 I SORINe 27 DE!'TH =

IN FEET

'1

&OW COUNT o -- -,._-

SANDY SANDY lORING COMPLETED ON 10-17-69

~M~~~. T~A:"'~~POH3g~r II I WATER LEVEL NOT RECORDED BRUNSWICK SH"LE-INTERBEDDED REDDISH-GR"Y VERY SANDY S I L TSTONE ArlO VERY 1'1 NE GR"I NED S"NDSTONE lI"A'I' FINE GRAINED SILTSTONE, MASSiVE RED SILTSTONE, MASSIVE (HARD)

REDDISH-BROWN CLAYEY SILT lSTIFF eORINe 2eA 10 50

<<"TH IN FEET

&OW O~T 57.

23

  • SHALEY ZONE IlEODISH-GRA' VERY SANDY SILTSTOI\\E WITH CALCI rr STRINGERS (VER' HARD) tilillY I I NI' (111,\\1 NI'II SANDSTONI' WI III OCCA'
>NAL SIL lSTONf LAH I~

("AIIO 10 vru v liARD)

PfBhL r i'OrJE REDDISH-Gil""

FINE GRAINED SANDY SILT-STONe WI rH FEW BUFF INCLUSIONS GRAY FINE GRAINED SANDSTONE MASSIVE (IIERY HARD)

GRAY 1'1 NE TO MED I UM GRA I NED SANDSTONE (VfRY H"RD)

REDDI SH-GRAY VERY SANDY SIL TSTONE WI TH CALCI TE STRI NGERS (VERY Hif,"D)

FEW SHALE PART I NGS-MASS I VE 1l0R I NG COM"L E TED ON 10-15"'69 CAS! NG TO A

DEPTH OF 10' 300-LB.

HAMMER 0 30" FALL WATER LEVEL @ 2n I ON 10-24"'69 SORINe 22

=,

'1--

COUNT o -- ---IftfttI..."""W'I~~~~~~"!'!'!!"!'!~~~

102/11" 0 g'j/')" U 100%

40 100%

50 100%

60 10 ---

~o DEPTH IN FEET

BORINe, COMPLETED ON 10-IE-E9 CASING TO A

DEPTH OF g.OI

~OO-LB. H"'....EH @ ~I' F"LL WATEtl LEVEL, @ 48 1 01*1 I()-~II-Eg GRADING RED, LESS SANOY.

WITH CALCITE STRI NGERS GRAD I NG SANDY GR"DING REQDISH-GR"Y AND S"NDY RfDDISH-GR"Y FINE SANDY SILTSTONr, f'EW

'CALCAREOUS I NCL US IONS (VrRY HARD)

GRAD I NG PI.IRPL I SH-GRA Y IIJ COLOR GRADING RFD IN CQLOfl-LFSS SAND GRAY FINE GRAIN!!D SANDSTONE (HARD TO VERY HARD)

WITH LIMONITE If\\:CLUSIONS GRADING DARK

BROWN, MEwlUM GRAINED REI}
SHALE, FISSILE, CALCITE STRINGEr<S tSOFl TO MEDIUM HARD)

I NTER!!EDDED REDO I SH-GRA' SArJDS TONES ArlO SILTSTOrjf~

(HARD TO VERY HARD)

GRAY FINE GRAINED S"NDSTONE, MASSIVE "NO CROSS-BEDDED (lfARD)

REDO I SH-BRowr, r I NE SAIDY 51 L T VFR'i STIFF)

GRADING WI TH F"AGIol£NTS OF SIL TSTON!:

,BRUNSWICK SHALE-REDDISH-GRAY FINE GRAINED SANDY SILTSTOhE (MEDIUM HARD:

FEW SHALE PARTI NGS

.-.cw AI..".

+2~2.0I BOf'IN8 20 i

~o 10 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET40F37

1. See notes on Figure 2.5-22, Sheet 1 for Idditionll.expl..ltion of Iagi.
2. For 1000tions Clf boringa,... Figure 2.5-20.
3. lagl prePired by DimeS Ind Moore.

NOTES:

",- rJDI SH-E:.' O.*,~ I "II,':

S"':DY S I L T 5 TIFF)

I"!l.'i:SNI,'K SIi,'LE-,,:FOOI SII-b"OWN SPNDY 51 L TSTONF WI Til SHALf (SOFT TO I:EO lUI,' HARn)

GRADPJG HEDDISH-GRAY WITH C"Lr;ITE 5 TI~ I I-IGERS SH,'LEY Gf~AD I NG S,ANOY BORING COMPLrTl'O ON IO-I'l"'6g

':AS I NG TO A orp HI OF 9 '

300-LB.

HAMMER @ 18" FALL WI'TEll LEVEL NOT RF:rOROED Ml'SS I liE GRAY FINE GRAINED SANDSTONE WITH FEW SHALE PART I NGS (H"RD)

MASSIVE-SILTY IN PART REDO I SH-IlROWI~

S I L TS TONE WITH FEW CAlCI TE STRINGERS AND INCLUSIONS (HARD TO VERY HARD)

SORINe 26

.ow

$YItJI<<)L$

COUNT o --'---

39

[A/~" 0 10 100%

RO 100%

30 100%

40 100%

50 100%

60-DEPTH IN FEET FfW CALCI TE srRINGE"S AND INCLUSION' REDOISII-f\\ROWN CLAYEY SiLT (SIIFF) fHWNSWI CK SIIALE-REDDI SH-BROWN SHAL!:Y SILISTONE (MEDIUM HARD TO HA"D)

SHALEY "N

PART LIGHT

<:iRAY MEDIUM GRAINED S"NOSTONE (HARD) r,-w THIN SH"LE PARTINGS AORING COMPLfTEO ON 10-1'/-Eg

,J'SING TO A

DEPTH OF 51 WI. TER LEVEL @ 110I ON 10-211"'69 I NTER8EDD!:D SIL TSTON!:

"NO SANDSTONES d!A'li N,;

MEL'll'M

'0

,"OAllSE

,-,RA I NEO RFUDI SH-RHOWN GRAY IIERY FINE:

GRAINE:D SANDS lONE (HAllD)

RE DO ISH-SHOWN SHALEY

$I L 15 lONE REDDISH-BROWN TO LIGHT GRAY SILTY VERY FINE GRAINED SANDSTONE (HARD)

REDDISH-BROWN INTERBEDDED SILTSTONE AND

,SANDS lONE REDDISH-BROWN FINE TO M£DIUM GRAINED SANDSTONE SORINe 24

$YW<<I ML 10 RO 30 DEPTH IN FEET BO,ll NG COMPLETED O~J 10-13-69

-ASING TO f-DEPTti Of 5'

11IO-LfI.

H~MMER 6,1 30" FALL W" rr << LEVfL @ 26I OIJ 10-211 "'69

,',IJDI:,tt-RI:\\J,',r'J

'jM:I)'

"ILT STIFF Gi'AD I IJli SOMF SANDS 10NF LA' EI<S (HARD)

AROW~J MFD I UM GI~"I Nf 0 S"NDS TONE SL I'~"TLY WI" TIIII'ED (HMID)

CALCITE BEDDING STRINGERS 1<[DO I SH-BROWrl S I L T::iTONE (HARD)

RtODISH-f\\ROW"J TO Gk"Y SILlY VERY FINE bRAINrD S"NDSTONE.

FEW

'.,ALCITE I ~JCLUS IONS I NTERBEDDED REDO ISH-BROWN S I L TSTONE "NO SIL ry FI~Jf GRAINED S"NDSTONE (Hf.f>O ro VEW!

If"RD)

REDO I SH-BROW'j S I L TS TONE (HARD)

LIGHT REDDISH-BROWN,

GRAY, SILTY FINE GR" I iii r o SANDS TONE (HARD)

FEW CALCITE INCLuSIONS RfDDISH-8ROIV~; SILTSTONE, fEW CALCITE EFO STRINGERS (H,o,F<O)

SH"L f'r ZOrJE SORINe 21

=I 100%

_OIl 'Y-.<<I o~~

~~,...-__~----...._...._

Y',' "

ML 10

~o 50 30 40

."TH IN FEET

GRAD I NG SANOY AROWN MfD I UM GRA I NED SANDSTONf (HARD)

REDDI SH-BROWN SIL TSTONE (HARD) flORING C~LETED ON 10-4-69 NO WATER IN BORING ON 10-24"'69

GRAY, REDOI SH.-AROWN S1L TY SANOST_

(HARD)

REDO ISH-BROWN S I L TS TONE (HARD)

IlEDClISH-Rf~OW/l; CLA E',

SILl (MEDIUM sri FF)

BRlINSWI CK SHAl.E-REDD I SH-BROWN SHALE ANO SILTSTONE (SOFT TO

~EDIUM HARD)

REDDISH-BROWN MASSlVf SILTSTONE (HARD)

BROWN, MfDIUM GRAINED SANDSTONE (HjIlRO)

BORINe 109 50%

10 94%

10 100%

30 ioo%

40 DEPTH IN FEET BOR I NG COWL r re o ON 10-6-69 WATER LEVEL NOT RECORDED f""lJN~;WIl K SllALr-r.IlAY I ~tt-nIlOWNF I NE TO MflllUM ',RAI NFO SANDSTONE (HARO)

INTERAEDDED GRAYISH-AROWN MEDIUM TO COARSE GRAINfD SANCSTONE AND REDDISH-Bi<OW~1 S I L TSTONr RE DO I SH~AROWN S I LIS rONE (HARD)

IlFODI~Il-AHOWN VFIlY FINF:

GI~AINFD SILTY SANIl:;TONr Ilff)f)ISIl-BItOWN SILTsrONE (HARn)

SORINe 107 ML 60-..-.;,;"";,,...........

100%

/JEt-TN S IN FEET I

aw COUNT 0---

roo

~

',0 ~

BOR I NG COMPLE TED ON 10-22-EJ9 USING TO A

DEPTH OF II' 300-LB.

HAMMER

@ 18" FALL W,\\T[R LEvEL NOT flECOflDED GRAYISH-ALACK CLAYE)

SILl SOFT GRADING REDDISH-BROWN (MEDIUM STIFF TO STIFF)

GRADING SOME CLAY REDDISH-BROWl~ SILTY CLAY (MEDIUM STIFF TO STIFF)

-BRUIJSWICK SHALE REDDISH-BROWN TO Gr,AY vnlY FINE TO FltlE GRAINED SANDSTONE (HARD)

REDOISH-BROWN vEIn FINE GRAII~ED SANOY SILTSTONE (HARD)

SHALEY IN PART REDO I SH"'BROWN TO GRAY F I IJE GRA I NED SANDSTONE (HARD)

SOME CLAY

!~ E~~;:~~:~~~~N S I L TSTONE (HARD)

SHALEY 110.1 PAIn SOME VERY FINE GRI<INED SAND G"foD I NG VERY SA""DY HE~~~~~;~H~~~~D~~~~;EG(~~~~) TO I,4f:DIUM REDDI,SH-BRDWN 51 L UTDNE (HARD)

FEW CALCITE STRINGERS AND I NCLUSI ONS SHALEY I N PART REDOISH-BROWN FINE TO MEDIUM GRAINfD SANDSTONE

('lARD)

SOME S I L TS TONE REDDISH-BROWN SILTSTONE (HARD)

"'.W CALCI TE STRINGfRS

$Ullf'M:6 AltaTIOI1

+ 115.0' BORINC3 30

~,

I aw o COUNT 50 -

...........1---....

10 30 DEPTH IN FEET SHALE SEAM S I L TY,OIIAVlL WI ru 1<'OIlI 9H-IIIlOWN F I NF:

lillAINED SANDSTONf

(~4[OIUM Dl:/I;SE TO OIN~il )

SOMf GRA) I 511-1'1111 rr SANDSTONF:

AHUUSWI CK SHALE REDO I SH-PROVlN SANDY SIL r s roxe (HM1D) rfW I,'U: I rr I N( LlJS I O~JS REDDISH-8ROWN TO GRAY SILTY SANDSTONE WITH SOME SILTSTONE GRADING LIGHT GRAY SOME INIERBEDDED S1l1$TONE REDDISH-BROWN SILISIONE (HARD)

FEili CALCI fE SrRINGERS LIGHI GRAY FINE GRAINED ro MEDIUM GRAINED SANDS10NE REDDI SH-BROWN SI L ISTONE (HARD)

GRt-DING RLUISH-GHAY eo.u nc

,OMPLETED ON 10-2,-Eg I.lS ING TO A

DEPTH OF I"

~')r)-LB, lfi'MIAEI< (018 11 Ff,LL W/TEI~ LEVEL I.OT IIECCRDEO SHALE SEAM GRAY TO BLACK CLAYEY SILT SOFT TO FI AM)

GRAD I NO SOME BROWN TO BLACK S I L TY CLAY MI1IRtt:6 Alta""

+ 114, I '

80~INe 28 30 10 10 6

  • DEt-TN IN FEET

&()fII COUNT o

~-~~-

6.

GRMttIC LOGIi SHEET 5 OF37 LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSI-S REPORT

1. See notes on Figure 2.5-22, Sheet 1 for llddition.1 Ixpl.,ation of 1011.
2. For IOQtions of boringa,... Figure 2.5-20.
3. LOll prep..-Id by Dwnes Met Moore.

NOTES:

NE D)

NED SANDS TONE (HARD)

BOR I NG COMPLf TED ON 1'0-6-69 WATER LEVEL 0 391 ON 10-24-69

$IJ1ItWt:6 AltaTlOI1 +24 ~. I' BORINe 108 SILT (STIFF) 72 It REDO I SH-RROW~.

CLAYEY 97 It ML

~

REDO ISH-BROWN TO BROWN SH,lLf'r SANDY SILrSTONE (HARD) 100%

BRUNSVlI CK SHALE-REDO ISH-BROWN TO

~-::.-;:

BROWN SIL TV VERY FINE GRA I NED

~:,;-

SANDSTONE (HARD) t:=-:

REDDI SH-BROWN MASSI VE S1L TSTONE (HAR 100%

r'.P

~_:..:.

100%

GRAY; REDO I SH-flROWN FINE GRA I NED

§i;{§'

SANDSTONE (HARD)

~.

REDO ISH-BROWN MASS I VE VERY F I Nf GRAI

~l~~!

SANDI S I L TSTONE (HARD)

GRAY ISH-BROWN MfDI UM GRAI NED SANOSTO 100%

~~

GRAY, REDDI SH-8ROWN IMSSI VE SILTSTON (HARD)

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

GR.. Y, REDO ISH-BROWN MASSI VE S I L TY tI aw o COUNT 10 60 30 40 DEPTH IN FEET GRAD I NG SANOY fHHlN:iWII'K S'....Ll -H~ODI Stt-ORLIWN S I LT-STON!' (HArW)

REDDISH-BROWN FINE GRAINED SANDY SIL TSTONE roRA) I SH-nROWN "I NE 10 MEDIUM GRA I NED SANDS lONE (HARD)

INTERBEDDED GRAYISH-Wl'i1Tf,MfDiUM TO COARSE GRA I NED SANDSTONE AND)

REDDISH-8ROWN SILTSTONE (HARD)

REDO ISH-BROWN S I L TS TONE* (HARD)

REDOISH-nROW~! CLA)EY SILl MfDllIM SIIF~

GRADINt, HAkD MIM'ItI:6 AI...".,

+260.0' SORINe 106 ML 60-....&1...............

AORI NG C~LnED ON 10-7-69 WATER LEVEL @ 3'7' ON 10-211-E9 60

~o 10 DEt-TN IN FEET

&()fII O~T I05/G" ~

BOR I NG COMPLETfD ON 10-23-'::9

,ASIN<;

TO A

DEPTH OF I~'

~()()-LI\\.

IIAMMI II

~ I t~"

I I,ll

'11/\\1I:1~

LeVI L NOT l,fCOIWI

[l

)

H L

CK MI (MEDlur" STIFF)

GRADING WITH SOMf:

FINE SANO,AND CLA)

(STI FF)

GRAD I NG VERY sri FF FfW CALCI Tf STRINGERS GRAOI NG REOOI SH-8ROWN GRADI NG GRAY BLUISH-GRAY SILTSTONE LAYER (SHALEY)

BRUNSWICK SHALE REDDISH-GRAY FINE GRAINED SANDSTONE (Hf-RD)

SOME: S I L r STONE SfAMS GRADING MEDIUM TO COARSE GRAINED GRADING VERY FINE GRAINED SAHDY SI L ISTONt:

LAYER GRADI NG BLUE GRAY BLU ISH-GRAY S tL TSTONE (HARD)

(HARD)

UeHT GRAY FINE IIRAINfD SANDSTONE (HARD)

"E8BLE ZONf FlLUISIt-GRA)

SILTSTONE (HI<RO)

GRADI NG REODI SH-IlROWN GRADI NG VERY SANDY SORINe 29

~ AltaTlOI1

+ 115.'~ I ML

=I 10 60

=-=1=r-ln:::

30

.t-TN III FEET..

ot:OUI!T 15.

,2.

FIGURE J.a.a

BORING COMl'LETI!:D ON 10-~~9 WATFR LEVU (4' 45~1 O~J IO-2!1~9 REDDISH-BROWN CL""EI SIL S T I F"I')

GR"YISH-f>AOWH Mf:OIUM

'0 CO"'RSE

',R"I~ED SANDS lONE (HARD)

I~RUNS,!I ex SHALE-REDO I SH-'-,R"'V F 1N[

~,R" I Nfl)

TO IJ[O I UM CoR... I NED 5""'0-STOIII" (ti"'RO)

REDDISH-HI<OWN SIL1STONF.

(H"IW)

BORINe 11!5 ML 30 97%

100%

RE 00 ISH-BROWN S I L TS TONE (HARD)

WI TH SOME S"NoSTONE 40 100%

100%

DARK BROWN 5 u TV VERY r I NE GRA I NED S"'NDSTONE (H...RD) 50 1001 RfOOISH-BI,OIllN SIL TSTONE (HArIO) 100%

100%

._~

80 71 "

DEPTH IN FEET..

ot>>UNT 728 nllllNSWll t(

,HIALE-HEDO I SEt-t'ROWN SILT"llll\\d' (IIMID TO

\\lIIIV HAIW) 8DR I NG COW'LEH:O ON 10-4-':9 WIITER LfVEL (gl 59' ON 10-211-(; 9 fJFCOl.'f'():;FIl 1<11l :itl...l.f' S' I I I Rf'DDISH-flROWN SIL TY SANDSTON.

(HARD)

IlfoOlSH-I-IROWN SANOY SIL1SfONf (\\fln HARD)

REDDISH-GR"Y FINE GRAINED SANDSTONE

..... ~+21~.81 SO"'Ne 113 i

10 60 100%

DEPTH IN FEET_.

COUNr 0-- -- -.....-

RRlJr;~~*.1 (~t<

SHAlf -HEOD I ~l1-h'~')NrJ "LT~TU.'.( H/<i'J J HFO 10 REO) I SH-!<i<OWN l.SS' '/F S"NO, SIL 'S;Olr CO.

H"RO)

'FD[)ISH-nROWN TO REDDISH GR"Y SII._ T',

S"':D501',E

('/fR',

H...RD)

AI!:DDISH-'1ROWN TO GRAY MfDtll.' ° CO"RSE IF,A I r.ro s-111):j ror'r~

I' S"NDSroNE L"YER

_____I' I.",ER S"'JDSTONE SORINC3 112 ML i

10 30 50 "ORIr--,

CO"*P'.EIED ON 10-4-E9 ro

.\\AT'-"

liJ POlliNG 01') IU-2",-("-')

SORINC3 110 eI 11 ML 1";1'-

.t.r.,v

" I L T (, T I

)

F:7 N

""":..::..2=

~'i~lJt,JS~\\*1 :'K "1"LI'-I~rIiOI ~~!I-nlo.:I.

I It!

,/l;~:

".", I ~J!

i I I\\H Y

';IL TS'(lt-:!

r:-:-::.

'),

~

(,

Id/A'!

I It.1

'd.:AI Ntl.l S"NDS

~ot'JI 1*1i. "'"

~:

Id II s n 1'_ IM.I (IlAIIIl) 1110:::

~-~

d,ADI t"11 "M,""

~.:::.

liE Illil ""'-'iHA\\'

Mf:OIIIM URAINfD "ANIS 'O~JI P_.::

(v~ I-

~I""'D )

I~'OO ; A"-' l(OWN S...ND) 5 IL IS 10Nf (vnn IlMlD)

........ M **

RfODI SII-,i~"')

MASS I vI:

S IL I)

J"'NOS lONE 100%

~:..

('JER, HARD)

~.:;

fOf.Dul :iH-f,kOt/I',,

~R~',

SMlD" S I L T5 'ONE

~-~

~

,:.,. DCI ""-",1-" t SM:DS 101,E

('/ER' H"'lD )

1<1'0015H-H{OW~:

S 11_ 1 S 10ll.E (f-l,f,HO)

ICO~

3-hEDOI 51'- iR...

  • F' I NE GRAINED S...r--DS 'ONE

(\\jFW, HM.O)

~

fOFDD I SH-PROWN SIL ISTONE (HARD) lOOt' IH 00 I StJ-',ftOWN FINE GR" I NE[)

SANDS 'ONf (VI f<',

HM-'D) 1'1:001 SH-I'ROWN S I L 'S lONE (H...Ro)

I<fOO'I SH-,flA',

F I ~:E GRA I NED SA~IOS 'ONE 30 10 20

$0 40 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE~

GRAPHIC LOGS' SHEET60F37

1. See notes on Figure 2.5-22, Sheet 1 for llddition.I.)(pl~~ion of 1ogI.
2. For loaltions of boringl, 1M Figure 2.5-20.
3. Logi preperld by D.",.. end Moore.

NOTES:

l'IHJN:WiI' K,'/'ALI -Ill 11111 ~itl-nIHlWN SILT:nONF

(~ll'llll{,~rILV 111\\1<11)

,I<AY, I<fIJOI~t1-Il~O'NN VIIlY liNE liR...INEo

.TO f' I Nf ORA I NEO SANlS rOI\\'

(H"'Ro) li'l "n, :;H-'<I,Cwt, 0

"r;owr-; SAND\\

"LA)F',

',11, (5"")

Ill\\llK f<t-1l01:>11-'",OWN

11 VrilY F INf

',I<AI NfO iANIl:i IONI BORING 114 ML

=,

~

_ow COUNT o

ICYJ%

10 l'Olli ~I~

COMI'LFTi'D ON IC.r3-69 1\\I'It I<LIVrL (I '/.1;','

on Iq-2/1~')

11)(1%

20 HMw,;

,~%

100%

30~

40-........................

DEPTH IN FEEr I OR IN.;

COMf'L E : ED ON 10-',-(9 I\\,q,*,*

Lt

'.II-L II

(:'/1 or! I

\\-~II-~

I

~J po

~.'(

,. LAC, I f l"

~ r;. I r,rj E-R5 1f<A()li J

\\;rr~'y SA':DY

~r.AYISH-REo VfR',

FINE TO FINE GRAINED S,A~O~TON, (HARD)

-RIABLf IN PART "1001 SH-BROVlt.

OWL!'Y SIL 'STO~E (H"'RO) vr,<v FEW Sf'nCV lO'iES

",iAlllf:G MArJ'J

,~,ALCITF S,I<INGFRS or'CASlon.L SIII',LI-PA'lfltJG IHDoISH-BROWN TO GI<AY r u.r GR"'INED S""JOSTONE (11,<,1'0 ro VERY HARD)

I' 1<,001 SH-RROWN S I L TS TONE LAYER

@ E5.0'

(;R"O I NG Mf'D' UM TO CO...RSf GR..., NfD AND BRONN "01 1I:G COMPLE TEO ON 10-22-E9 WI HI' LF.Vf'L NOT HECORDrO 1~lItJ Fitit'

';IMINFO SAtJO~10NI LAYER

'*'Dld'ill-pitOI,'!

~II/<LIY 51LISIOtll, (HARD)

I, V. [J'L:III 1f':L.LU~"Ot"s,A.IJD SIRIN,fRS

'it1/<.L'*Y ZOr--,

F'I W IIIN 5,0.1,05-01,[*

L"',FFiS BldJlJS\\~I"K SiiAU H,WWflISH-G,,/<V MEDIUM 1:'>

rJ"SF

(,I'I*I'fG Sf'if,STor,,'

(H~Rf)

TO

.ll". 'r IV---!L)

~M:E.ILI..TItJII

' 21(.0 1 BORINC3 112A BORING 111

~M:E EtI..TItJII

<':'~.21 II', " lillill i-.F_)... ' '3h

.. 0:'

L"

~ "',

S 1-ML III I' i'ld r.:

K

~w'Lr-I'[Il:' I SH-'- <<owr:

f.'A:: ;I\\!

SILTsrOtJl' (11"",.)

~

~=

-=..-

')fI'::

(l"':A" 1'11'l}I:itt-"UONt-: rd III,~)~'J VII.)

11r-,r In\\~':

I,.*....

"I *.," tllllill I IIII

"",IINII' a'I"IIlS IllIII

""'~

,II ilill :i1l-IllWr--

'>11 S

ONE

('iAlii>>

IO!);,;

t-~

~

-*1'

,>AI'lllS 101J~

t,A "

~.

,~

~~

1----1 1 SANDS TONE LA,ER

~-

100%

~-

~~

[. '::X L 'liHT REDO I SH-f'ROWN F I ~IF

'iI,AI NED

/",

S I LT',

Sr'N05TOflE (Hi'i.u)

Ir/)%

,il I(Y.)*~

,,:0, (H,ARO) hF.Dnl S,H-HROWN SIL1S,ONf

~~

f'C)i-II,G

,.OMPLE rr o 0"

11)-:,-

j 10

~o 20 30 40 DEPTH IN FEET

BORING CO""'LfTtD ON IO-2-9 II\\'ATFI<

LEVfL f!I ~)I ON IO-2'1-C) f'rDDI SH-P"OW'I (L O'Er SIL I fdJO SIL I"TONE A~)l'L (H rJ c;

\\.~! D j t~

~ r I. r lOS I I If)

BRUNSWICK SH"'LE-OR"'Y, MEDIUM Gn"'INfD SMW" 10NF (VERY 1~""lD)

INTE<8EDDED REDDIS"-8ROWllN FINE GR#.IN£D S"'NDSTONF

"'/~D R£DDISH-8110"'~1 SANDY S IL TSTONE (H"'RD TO VERY H"'RD)

REDDISH-BROWN SILTSTONE (H"'RD)

INTERBEDDED VERY FINE GRAINED TO FIIff' GRA I NfD REDO ISH-BROWN S I L TT SANDS TON£ AND REDOISH-BROWN SILTSTONE REDDISH-AROWN SIL1STO~IE (H"'RO)

$UIIF/ICE AI..TIOI1 + 12'). I' SORINe 121 ML

=,

GRAPHIC LOGS SHEET7OF37 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINALSAFETYANALYSIS-REPORT-FIGURE 2.5-22

1. See notes on Fi",re 2.5-22, Sheet 1 for Mdition" expl-mion of 1011.
2. For l0C8tionl of bari,.,... Fi",N 2.1-20.
3. LOll prepered by 0... end Moore.

30 50 RO NOTES:

"0 DEPTH IN FEET aow COUNr o ---

INTERBEDDED BROWN TO GRAY SANDSTONE (VERY HARD)

AND PURPL ISH-GREEN SIL Tv SHALE (HARD)

BOR I NG COMPL E TED ON IO-2-E9 W'TfR LEVfL

'lOT RECORDED PURPLE SILTY SHALE (HARD)

AND fiNE GH"'INED SMJDSTONE IlI'O F I Nf TO ME 0 I UM GRI' I NrD 5/,110-s tcnr

('iIIRD)

RHIJIl'S:1i(K SiMLE-REO SHALfY S I L TSTO"E (tIAt<<:1 TO VI~f</Y t.... Hl))

flEO SAIIDY S I L TSTONE (HI'RO TO VERY Hf.RD)

"I<A",

MFDlliM 'iI<AINED SANUSTONl (VERY HAIW) t<RUN:iWICK SHALE-riIDDISH-".,OW~J M,ASSIV

';ILISTOI,F (HAi'O)

"CRrr.~ CO-Lf'fO O~J IO-2-E9 IIII,oTFr, U:V£L 19/

Ol~

IC-~'j-tq PURPLf-GflEfll TO I<t.UOISH-OHOWN VER'r r Illf OHA I NED S I L TY SMIDS TONE IIITI RBfDOfO AnOWIJ ro GI,A' SIL ISTONE (HArtD)

IIN(l PURPL ISH-GREEN S I L TY SHALE GflAr MEDIUM "HAINED SAWlSTONr, (VERY "AflD) kfDUIS.i-flROWN-Gll"'Y "ER~ FINf GRAINED TO

~1!cOllJM GI,AINFO SANDSIONE (H""~D)

~

AI~+I55.81

~ ftI..TItJII. iE'1.'2:

SORINC3 120 SORINe 119 z-:

=

-=

10 10-100%

91%

IJ1%

70 30 60-.....1~.--....

TO TiYii" IOOj "O~

I(Yl1:

I ()\\l%

"0 DEPTH IN FEET IJE/#TH,

,=

IN FEET

..ow COUNr

$YM<<Jt,$

o - ---tl"Pmr-...,.---......------

pur,PLE S I L TY SHALE (HARD)

AND F I rtE

,HI'" I NED S""~OSTONE

.NTf fiF1EDDID BRONN TO GR"r SM~DSTONE (VERT HARD)

AfiD PUPPLI SH-"RE!N S I L TY SHALE (HARO)

GRAY FINE GI'lI\\IIIED PFBLJL[

ZONE SAr~DSTONE REDO I Sfi-BHOWN S I L TSTONE (liARD)

REDDISH-BROWN Gr,..,

FINE TO MEDIUM SAilOY SIL TSTOIJE (Hr,W)

.R,t.DI rJI~

L IIj....r GRAY GflA' Filif TO tAEDIUM lil'l' 1IIf0 SArtDSTONE (H.AfID TO vr o-fil-I'D)

GRADING W'OIUM ro COARSE GRAINED I<EDDISH-81'l0WN FINE S"'NDr SILTSTONE (H"'~D)

"""Y MI'DIUM lir,AINEO SANDSTONI' (VERY II r,l'il )

RED FINE TO MI'DILotol liflAINfD S"'NDsrONE (H"'RD)

RFD SANDY SILTSTO/.(HARD TO VfR'r HARD) fll<UN:iWICK

t<AlJ-IlFD
ILT
;IONI (VFRY

.IAllO)

" I i*l* 11-1\\I:lJw\\r-J I'!;I

, L'"

I 'I

',Il r fiOl< IN" COMPLfTED ON IO-?-GC1 V"TI"H LrvI'L @ 3C)'

0" I()-:"I-;';')

I:lRUN SII\\'I lK SH"'LE-WE"'THERED S I L TY S"'NlJSTONI::

IlfOO I SII-"ROII\\'N

""'NDv 5 I L TS TO~JE (HAI<U)

I<EIJ r I NI

',kAI NED SANDSTONE KED SILTY SH"'LE (HARD TO VERY HAI<O) f,fDDISH-BROIIIIN SA~~DY SILTSTONE (VERY HARD)

REDO I SI1-BROWN MED I UM GRA I NfD SANDS lONE SORINC3 118

$UllFACE AI..TIOII

+ If9.;C I SORINC3 118A ML

$YWOL$

10 50 ----=-.

90 30 RO--,--.......+---1 "0

10 RO 100 DEPTH ::

I:ET I

..ow COUNr 0----,

',8 "

DEPTH e IN FEET

~

<<ow o COIINr P.'!'!"!..--....------------

GRADING LESS S...NDY

,;OMf IIJTfl<f;fDD I Nli l1li1 Tfi S""~DY

'; I LIS ronr

"'Ofl I NG COMPUTED ON IO-3-E9 II\\'ATER LEVEL @ E%I 0'1 I!)-24-9

".. 'JI.~t;I' K,Hf-Lr-'-fDllISH-.. pr.y C0AkSE

'",A. :.oll

~/*I.. " r ~~,[

REDO I SH-flROWN F I /,E

",R'" INfO S"'NDY

~IL TSTOI!E FoEDD r SH-AROWN FINE GR... I NED S"'NDS TONE (H"'RD) hF~)IJI~II-AIW.vN S"'NDY SILT~TONE (VERY "pr.ll)

I<f.U'ISH-fli<OIl\\'N tt"'SSIVf FINf

'.-,R"'INED S I L TY S"'ND~ TO'lf RED SH"'LE, FISSIL (son) i<"DDISH-prlCW~J FINE GR... INED S"'NDSIONE

"-rr,JISfI-f\\R01IN

'.-ERY S.../.DY 51'_ "STONE 1'lllINSI'illK ';IIALf-HI GHLY WEATItH'l'll

',Army SIt"'Lf

',1.1) IN:,. H"'Rlll J<

BOR ING CQM"LETfD 0.... IO-24-9

'f'! TER LEVEL "OT nr r.onor o IJMO' Hili "IJ/

"I'INru

lI\\NIlY SILTSHINF (MlJlIlATtLY HA'H))

'1I'r,nISIt-H).~I~ !'INI TO MfDlliM 1.,1'I~lfl)

,,"'WI',TlINI "I on I ',It-I",O.~N

iANI))

S I L r s TON£

,IrnIJl:,It-"H',\\~N IINl TO WED1u.,;RAINID

MlI'.. TOIIf

(~TUDFRATfLY HArm)

INTflWf-DOFD liREfNISH-GRAY AND flED SHf\\LFS LI,,'iT TO MFOlliM

',NAY MED'U~' '.R""NED

'SMoIi.JSTONE (II"'RD)

ROli! N',

10MPUTED ON IO-~-E9 1'0 W.rt" I'

flO,ONG ON 10-2',-(.')

DI\\"K <<r n

ItALr-FI
l,i1l,..

~")"l1",\\T1'L' IIt'l:ll

,..*'*",I\\IIIII/\\'tit.

..... AI..TItJII

+19~.21 ISO"lNe 116

..,/ICE AI-.T1OI1

+185.7 1 SORINe 117 ML

=,

4r:%

4'5%

')(%

100%

100%

10 RO

..ow COUNr

$YM<<Jt,1 o -----ftIII!IW--......---..,..-...-----

P..l' 30 10 100%

IC,Q%

30 _~Ii!!~----4 I()(l%

"0 10 IJE/#TH III FEET DEPTH IN FEET

RED MASS I VE FINE GR;l1 NEL!

~ANCY SILTSTONE (HARD)

BOR I NG COMPl E TED ON 9-24-69 WATfR LeVfl @ 67' ON IO-24-<<)

RED VER\\'

SANDY SIL TSTONE (HIIRD

'0 vER' HARD)

RED S1,rw\\' s u, TSTONE "RUNS" IlK 5**111. f-MASS I vE RE DD I SH-

"RDWN "E.RY liNE

(.RAINfO SIINO'\\'

S I L T~ TONI" (HARD)

IlEDDISH-",O':/I:

':l;l'.E, S,LI';ltI SC:"F SMJD (SIIFF)

REDO I SH-RROWN MIISS I VE: IIER\\

FINE GR,l I tED SMJDY SIL 'srONE (HARD)

REDDISH-BROWN

~II.TY SANOg'ONE-MI\\SSI,jf (HIIFW)

$U1IR!IC6 AI.,.,. +179.S I SORINC!I 130

1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of loga.
2. For locations of borings,... Fi",re 2.5-20.
3. LogI prepared by Dames and Moore.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOOI SHEET 8 OF37 NOTES:

10 10 10 90 40 60 DEPTH IN FEET..

O~T

'34~

100 f'0~1

~:-.

,'Of}P F 'ED O~.

I()- :-r:q

\\\\;,TI'"

LI v' L 110 r hi lU,OI'[)

tiED S' L 1,IWNS\\\\1,K ciHAU -llfDl11,;H-nl,O':,l

',r-I*Y

,;ANIlY

-: I LT', ron I "011 I!

'Or/PLE IFD 01'

~-,

,- '1

'II TI-,\\

Lj-I'/-L rJOT l,f"1 0-

{I

,-)

"f[1 vr <<:

SM.D>

SIL'SfONf

\\ F k, SA'ID'.

,-'ER',

SM,DY RFD rl~.f J"'A!"~F.D SIL s.... LJS'O'\\!:

"lrKISti-RfD SA~ID" SIL S'OI.E (H,lRD

'0 vFR'-

tlM'D)

,ER' SAND I1I<UNSWICK SIi,Alf-FlED.

FINE GnAINED SAlIO)

SlInf (liAI!D) i<fODISH-'RO'liN f

Nf 10

':EOII'~'

,r',lI~j[D SAt',Dc or..

f<f['JISH-'~0M'i

SArlO, SIL S 0U

'I*Ol':f';ISH-!*rs rJ~'JF r.. F.:Alt~fr:.

':j!rl0~Tor-Jt-_

!'i~ I CK j(f

~J

~/A,::S I \\.IF 51 L

~

Of l (HJ.HC)

$UlFM:6 AltlATIOII +

+1'78,2 I SORINe 128 SW/ICE El.EtlAT/(JII' IPI. I I SORINe 127 ML ML

'58,.

..ow ctJUNr

$YII<<)L$

0- - -

-...,.~~~_~

~q,.

10-ql(

10 I()')'

Icxi

'i()"

30 qr o

$0 _1(_\\0_%'..........._

DEPTH ::

IN,

FEET

~

..ow Cf)UNT o.----,

~7 !"'l BO/~",.

10 7n%

70%

0,

10...5&.

85%

IOO~~

30'~*

gE~

40 ~,

t)B%

'0 100%

60 g4%

IOO~;

TOw~,

1[,1):;

.0 Inn%

IJE~TH IN FEET L 1 PORING COMPLETED ON g-28-r;g W'",lTF,'

lFVfL li~

fO~' on IO-24-E9 INlf.RiJfDDED REDDISli-BROWN FINE GRAINED SM,OS rONf MID RE DO I SH-nRoWN SAND\\'

SILIsrOl'\\E (H,lRD TO VfR>

HARD)

RfD SM,D\\ s u rs roe,r (IIER'.

HARLJ) l!fO F" I ~jf 10 COIIRSE GRill NED SANDSTONE f*'<lJ~JS"":K SH,AU'-\\ik,AY, Vfl1Y FINE GRAINED SNIOY SILrSTOflf l'in

'JI"Y

',At;,','!

Otll-ll"Y SILT-:iTor**;E

{-,fRY IiI--i'i-))

HEDDI SH-BI10WN SHALE\\'

SIL TSTJI'JE

~ AltlATlOII + I'14.'I' SORINe 12~

ML

=

I r)l")%

40 1(1",:,'

~}.,}%

50 IC)()%

('*'i %

60 11)0%

'I I ~;

,),

TO -

,l.* "'<

10 10 DEPTH IN FEET GRADING TO GRAYISH-BROWN 110R I NG COMPL E f f 0 ON I0-7-59 110 W,\\1I:fI IN nOillNG ON IO-2 11-(jg O,l\\RK RED M,I\\SS I VE S I L TS TONE INTERBEDDED, DARK RED SHIILEY s u, TSTONE AND REDO I SH-BROWN SAND) 5 I L TS TONE (HARD 10 VER)

HARD)

PR I CK RrD 10 REDO I SH-RROWN FINE r,RA i NED S,I\\NDS fONE flORING COMPlrTfD ON 10-2'4-69 wnUI i rvrt,

~

C),~,

ON IO-211- (C)

SH"t. r v 10m Hf.DDISIi-flIlOWN SilTY, VEI~Y FIt~E 'TO FINE

(,11AI NED SAND5 'O~JF (HMiD)

IH DOl Sfi-flIWWN S I l IS rONI (HA"D)

IIf[.UIS.f\\-AHOWN TO

,.HAY V~-RY SNJDY s u r-S 10NF lAYEII (tMllD)

IHDDISti-flIlOWN SllTSTONf (HARD)

SHAl F Y ZONI SHIIlfY ZONE 1-'1 U!il:)II-I1IH.wrJ

)IL l'f IlrJI

.u J.,1' fjltlM ii 11AI NI D SAND (DENSE) 11I".IISI1I I cK StI,~U'

,.>1"/\\\\ I SH-BilO\\\\N F I Nf TO MrIJIU~

'OII,qr'lfll S,*III'$TONI

(,I,\\flO TO Vl"ln HAflA)

'IIAlf SfllM

(*I.AY Sr:AM

<"lAY SrAM GRAY s u, TSTON~-SHIIln

~HAHD);

FEW CIILCITE STRIN'H'HS GRIIDING flFDOI SIi-tHlOWN nr oo I SII-f\\IWwr~

iMI[1Y S I l T WEA THE RED

~,AND'(

SI l TSTOI~f I'RUNSWI CK SHALE-REDO ISH-BROWN FINE

(,R,I\\lrJf.U SILTY SM'IDSTONE

$IJIII9tC6 AltlATIOII +151 *g I

~ AltaTItJII + I ~2. 3' SORINe 123 I!!SORINe 122 ML1030304010 10 40 10 IIE~TH I::

IN FEET

..ow eouNr

$Y~.

0-,*,*

lIE""

IN FEET atJII o COUNr FIGURE 2.1-12

H' GilL Y JO I NTED AND FRAC TURED;

~I,5' TO 8'5,0 1 REDOISH-BROWN SILl',

FINE GRAINED SANDS TO~!E (HARD)

"EDD I SH-flROWN S I L TS lONE REDOISH-"POWN SILTY SA",oS'ONE (H~1Il0)

Rc DO I SH-f-R0tl~1 S I' rs C~IE (H.ARCI)

BOlli NG CO~L [TEO ON 9-~O-t:;9 v.,IT!'t<

LEVEL "OT I<ECOf1IlFD REDDISH-BReWN VERY FINE GRAINED IIL.TY SANOSTONE REDO ISH-BROWN S I L TS TONE (HARD)

REDOISH-tIROWN FINE GRAINfD SIL Y

SArlOS fONE (MODERA'EL Y HARD)

REDO ISH-BROWN F I r,E GRAI NED SANDY 5 I L TS TONE (MODERA TEL',

HARD)

REODtSH-RROWN FINE GRAINED SIL ry SANDS TONE REDD I SH-ElRQWN S ILl S TONE (HARD)

BORINe 134A IE%

InO%...I.........a-_--I 100°.:'

~~

=-~

1(0%

40%

10 TO 90~

60~

50 '""i07i%

lor)"!

I()()%

C::~I:

RO~

!I')()%

C) 1%

30 _IOO_%... ~........----4 96%

DEPTH IN FEET liRADf.S 10 RED SANOY S IL TSTONE Il0R IN,;

COMP

f. I r o ON 9-2F-G9 to',T!'"

LEVLL

'jO' ON 10-211~9 SAND I ER

'-EO FIN£ G,loA'flED SANDSTONE

'<ED

~ANDY SILTSTOt~F (HI-11D) f'FD Flr,E GRAINED SAI.DSIOflE "ED SJ.IIDY

~I L r s r or.r

~i*AOlrl'3 Si,~o I

~-..

RED "INE GRAINED SM;QSTOt\\:E (H.ARD)

PUI'f'L, Vt:"y 1'1 NE G'V I NED SoANDSTor~E "r D SANDS fONI (MI'DI UM I;I:A I Nt D)

"lI"PLI"If-il*r\\

~ILf~T0';f. (IIAI'U)

BORING 134

~..;.':

.=0;

~~

z::

G0:':

10 -- JW,I.4.1I------f I r'<j!'j ~.==

90%

60-10')1:

50~

In(;~;

90 ML a.(Jf/1 COUNr S't'IJI<<Jt$

o --

50%

RO-99%

I,Y.f£ "O~

11')1)%

DEPTH IN FEET Pl"RPLE t~EOII;M.. RAINED SMOS'OU BOR I NG COMPL. ETE 0 ON 10-1-;9 WATER LEVEL @ 62 1 ON 10-24~C)

RED SIL TSTONE (HARD) 1<111, SL.I <;IITL. Y SANllY

..1 L. T': fONF (VfI<Y IIAIW)

RED SI L TSTOI,IE PL;~PL E F I Nf

'~RAI f';EO SM,DS 'or E RED FINE GRAINED SANDS'ONE Gi<~DIW, SMJDIER HfD TO ',iIAY, FI~~E TO MFCIU:A GIIf-II'fD S"'~IDS TONE 1 r FINE GRAINED RED SANDSTONF

@ :t;.O' RFD 5 I L.TSTO~JE f..I'D SAND'

~;II I

(VERI S

IFf)

IJfHJ~JSWI rK SIt"L.f-FRMiMENTEIJ R[I)

S I L.T-o,TONf SUll'M:E AI..,1tJII

+ IE2. I r BORINe 133 ML RO "0

50 gO

<)0%

DEPTH =

IN FEET

~

a(Jf/1 o COUNT 1Cf) ~

IG'l

'~

100/'5" 10

~

REDDISH-BROWN SILT',

VERY FINE GR.AINED 3M.DS 'O~:f (HARD)

HU'l'JISII-I'IWVlN SILISlor~f (Mf'SSIVE)

REODISII-BRO"'I'j SILl',

S.ANDsrOt\\:E REDOtSH-RROW~J SILTSTONE (H"'RD)

REDDISH-BHo~r~ VEI1Y FINE TO FI~JE GiV' I r,ED S IL TY Sf*NOS TONE (HARD)

REDDISl1-R~Owr, M.ASSI'iE SILTSTONE (H.ARD)

I,RIJN;;WI<K SHALt-l1fl)(lI:>H-BROWN MASSIV S I L.TS TONE (liARD)

BORINe 131A ICl%

TO ---'

IV 10/,

I (jl)%

- :.-=

ICG%

10 30 tfJfl4'-

100%

RO "0

100%

100%

60 _Iry-)~%'....L..=.j~-~

100%

DEPTH IN FEET FIGURE....

NOTES:

.....I.~

SHEET 9 OF'37' LIMERICK GENERATINGSTATION UNITS t AND 2

-~._--

UPDATED FINAL SAFETY ANALYSIS REPORT t, See notes on Figu... 2.6-22, Sheet 1 for additional Ixpl.,.tion of 1011.

2. For 1000tiol1l of bori,.,.. F..... 2.6-20.
3. LOll prepared bvOlmll 8nd Moon.

BOR I NG COMPL.ETED ON 9-~-69 WATER LEVEL. @ 8,'

ON 10-24-69

$fMIIIItC6 AI.,.,. +, 31. '5' SORINC3 136A SAND)

S I L nrnn i SH-R,'OWN CLA)l',

f I NF 2'/

~

ML

>'IllIl

,-n~1[

l;orl<

f RA,;MfNTS O!:i"l, BRUNS.I CK SHALE-RED SANOY S IL TS TONE

~

(ME 0 I UM HARD ro HARD) 96%

~~

~:-

~~.,.

cr.

100%

~

VERY SANOY FROM 2,'

TO 25'

'~.'

100% ::=

.;::...~

(HARD)

I~

RED F I N£ GRAINED SANDSTONE

')

10 30 RO

0 DEPTH IN FEET

&(JW o COUNT BOil I NG C~L.E TED 0"1 IO-I-f9

'NATr" L(V[L i 5'

O~J 10-24-6<:)

D.ARK PRICK Rro SILlY SHALE ftk"~~',WIU' ',II"Lf-OAf1K kill tifATttrlHIJ

'~III\\LI (rA<IIiI' "... I "L. Y

~Ol I)

IIEI) :<ILISfONf (MOLJfll...Tl:L>

1111I'1>>

RED SIL'STONE (HARD)

BORINe 1'35A ML

'51'1 92

  • 30-~

RO 10 "10 DEPTH IN FEET flOR I NG COMPLE TEO ON 9-26-E9 WPTEll LEVIL

~IOT RE( OROED SAND)

REDDISH-SHOWN FINE TO VE'RY FINE GI1...INED

'SIlT)

SANDSTONE (HMW)

REr'Q'SH-EIIOV.n S I L TSTO~Jr (HoARD)

REDDISH-e,lO"'N SILTY VEilY i'iI'IE

iRA",ED S;'
OSTO';E

(?~',:;i:D)

REDDISH-~ROWN SI,_'S'ONE (H.ARD)

~'.

I!)O;,~

1110%

100%

100"(

.0-1';0;;

100%

100-85~

/IO~

100%

100%

100%

120

HIGH,-,

FRACTURED flHUNSWICK SHALE DARK RED SILTY SHALE AOR I NG COMPl E TED ON 10-1 -S9 IN~TtH LEVEL @

3~'

mJ 10-2 1,-E9

-rr,

'j'"

!,J /

'I_I-'

-;0;' I)

RED S I L "

G~"VE'_

REDDISH-GRAY,HIGHLY FRACTURED, FINE GRA I NED SANDS TONE DARK "ED 51 LTV SHALE (HAf1D)

BRICK Rf.D, FINE

(,iRAIIIED SA.llOY SILT~TONE (H';,<O)

RED FI~IE GRAINED SI.LTY SANDSTONE DARK

RED, HIGHLY FRACTURED.

SILTSTO!'/[

\\.HARD)

MJ1III'IIt:6 AI"~

+ 122.4 '

B'ORINe 138 E0%

NOTES:

GRAPHIC LOGS SHEET 10 OF37 10 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See notes on Figure 2.5-22, Sheet 1 for Iddition.1 expl.n.tion of logs.
2. For Iac.tionl of borings, see Figure 2.5*20.
3. LogaprePM'ed by 0.."...nd Moore.

~O 30 q~,%

1001 SO - 42~(tIi==t=~

651' 87%

8*1%

40-~a=

TO DE,.TH IN FEET

&OW COUNT o ----ft'I'PItr""'"~""'~--~---

9 !II REDO I SH-flROINN FINE TO MfDI VM GRA I NED SANDY SILT (MEDIUM SflFF TO SlIFF)

BORING COMPLETED ON 10-22-'09 WATEk LEVEL NOT RECRODED CALCI TE INCLUSIONS CALC I T'E I NCLUSI ONS GRAD I NG SANDY 8RUNSWI CK SHALE REDO I SH-8ROWN FINE TO MED I VM GRA I NED SANDY S I L TSTONE (HARD)

GRAY FINE GRAINED SANDSTONE MASSIVE (HARD TO VERY HARD)

WELL CEMEN lED PEBBLE ZONE GRAD I NG VERY SANDY-GRAY FEW SHALE PARTINGS REDDISH-GRAY SILTY VERY fiNE TO FINE GRA I NED SANDSTONE-MASSI vr (HARD)

REDDISH-GRAY SANDY SILTS~ONE (HARD)

FEW CALCI TE STRJNGERS SHALEY ZONE GRADING SANDY GRADING VERY SANDY GRAY VERY FINE 10 FINE SANDSTONE LAYER REDDISH-GRAY FINE SANDY SILTSTONE GRAY VERY FINE TO FINE GRAINED SAND-

~TONE (HARD)

SOME S I L. STONE GRADING REDDISH G~AY VERY FINE TO fiNE SANDSTONE I'll TH SOME REO SAND)

S I L IS' ONE LAYERS RfDI;lSH-,1I<Owr, SItALEY s u, SlONE' (HAkD)

"HAUl N" "Fin SI\\NO~'

AI~O (iilA)

SHALE PAR' II\\I(i VERY SANDY ZONE FEW CALCI TE SfRIN.ERS GRADING VERY SAND~

GRADING VERY SANOY WI 1H SOlol£ SAND-STONE GRADING DAItK BROWN-fRIA8LE PEB8LE ZONE GREENISH-GRAY FINE SANDY SILISTONE PEBBLE ZONE BLVISH-C;RAY SILTSTONE LAYER REDDISH-BROWN TO GRAY SILTY VERY FINE

  • TO FINE GRAI NED SANDST9NE L.WER REDD I SH-Bf10\\\\'~J SI L TSTO'~E

\\HARD)

GRADING SANDY IN PART FEW CAL<~I TE INCLUSIONS AND STRINGERS FEW SANDY ZONES

=I

&OW O~T 82 !II 125 II 100%

10 40

.0 --U:.:~--;

TO -~~I-----t 110 10

'30 100 DE/#TH IN FEET GRAD I NG MED I UM TO COARSE GRA I NED GRADING LESS CALCITE INCLUSIONS PfB£llE ZONF r,RADING SOME FINE GRAINED SAND-STONE LIGHT GRAY FINE TO MEDIUM GRAINED SANDSTONE (HARD)

REDDISH-I'lROWN SILISTONE (HARD)

F[W CALCITE INCLUSIONS GRADING SOME SANDSTONE PE88LE ZONE S I L TS TONE LAYERS 1I0RI NO COMPLETED ON 10-22-69 WATEn lEVEL NOT RECORDED GRAD I NG SANDY GRAD I NG SANDY LESS

SANDY, FEW CALC I TE I NCLUS IONS FEW f:ALCI TE INCLUSIONS SHALEY ZONE GR,\\DING SANOY WI TH CLAY INCLUSION!>

REDO ISH-BROWN S I L TSTONE I NTERBEDOED WITH REDDISH-BROWN VER)

FINE TO FINE GRAINED SANDSTONE (HARD 10 VERY HARD)

SOMf CHess BEDDING REDDI SH-8ROWtJ 51 l TSTONE (HARD)

FEW CALCITE INCLUSIONS LIGHT GRA)

FINE 10 MEDIUM GRAINED SANDS TONE (HARD)

SILTY ZONE FEW JOINTS WITH STAINING REDDISH-BROWN SIL S'ONE (HARe)

FEW CALCI 'E STRINGER AND INCLUSIONS REDDISH-BROWN TO GRAY SILTY VERY FINE TO FINE GRAINED SANDSTONE (HARO)

BORINe reo

=I Z/O

~IO

140, ZTO 290 DE,.TH IN FEET..

COUIIT REDDISH-GRAY FINE TO MEDIUM GRAINED SANDS TONE (HARD)

INTERBEDDED SANDSTONE WI TH SILTSTONE FEW CALCI TE INCLUSIONS CLAY SEAM GRA)

FINE TO'MEDIUM GRAINED SANDSTONE (HARD)

GRfENI SH-,iRA)

SHALE, CALCAREOUS (HAIW)

REDO I tI-~Oi\\N S I LIS lONE

(,IARD)f fW CALCITE INCLUSIONS PEB8LI:

ZONE GRAYISH-BROWN FINE GRAINED SANDSTONE (HARD)

REDO ISH-BROWN SL I GHTl Y SANDY S I l TS lONE FEW SCA TTERED I NelliS IONS (HARD)

GRADING GRAYISH-8ROWN WI TH INCLUSIONS (VERY SAt<OY)

PE88LE ZONE HEOlll ::iH-llHVWN-G RAY FINE GRA I NED SAND-s r one (HARD) ar<AD I ~JG MED I UM ronA' NCO IN IERBE[)DED s,,~ms lONE AND SI L TS iONE REDDISH-BROWN SIL1SIONE (HARD)

WITH CALCITE INCLUSIONS F fW CALC I T[

I NCLUS IONS IIROWN FINE TO MED I UM GRA I NED SANDS lONE HIGHLY FRACTURED-FRIA8LE (MEDIUM HARO)

REDO I SH-8ROWN S I L TS TONE. SANDY A I TOP (HARD TO VERY HARD)

IIRUNSWI CK SHALE -DARK REDO I SH-8ROWN-GRAY SLIGHTLY SANDY SILTSTONE NON-CALCAREOUS OCCASIONAL HIGH ANGLE FRACTURE IILACK SHALE WIIH FEW CALCI TE STRINGERS CARBONACEOUS (HARD)

GRAY SLIGHTLY SANDY SIL TSTONE-8ANDED CAL CAREOUS

( VER)

HARD)

GRAD I NG GREEN ISH-GRAY GRADING LIGHT REDDISH TINT LOCKA TONG lol£MIIER-8LACK SHALE CAR80NA-CEOUS WllH CALC I TE SIR I NGERS (HARD TO VERY HARD)

DA.K GRAY SLIGH'LY SANDY SIL1STONE CALCAREOUS GRADING GREENISH-GRA) vEItTICAL-HIGH ANGLE FRACTU~E GRADING GRA)

HIGHLY FRACTURED ZONE INTER8EDDED 8LUISH-GREEN IILTSTDNE AND 8ROWN MEDIU'" GRAINED SANDSTONE REDDISH-8ROWN SHALEY SILTSTONE (HAIID)

GRAYISH-BROWN PYRITIC FINE TO MEDIUM GRAINED SANDSTONE-SOME SILT (VERY HARD REDDI SH-IIROWN SANDY SI L TSTONE l.H

~

~l

~

II.

~

(1.41 [) 111M s III I )

IIRUNSWI CK SHALl-IAN, YELLOWI SH-BROWN SHALE lN1Ek8EDDfD WI IH TAN FINE 10

"'ED I UM GHA I NED SANDS TONE (SOF T 10

"'EO I UM HARD)

..... ~

+2lO.I'

'.::'::::;I i

2611 120 100%

160 170 130 lit FEET..

o~;**RJm:-"""~~"~-:"'T'~~~m-I'"

FIGURE ~12

flOHII\\"

COMPLfTI'D ON IO-2~-E9 WI',rr << LFV[L I,OT

,1[,'OIlDEO R~DOISH-BROWNSILTY FINE GRAINED SAND-SraNI (H.... <<o)

I'iIDGISH-fjfIOWN SILTSTONE (HARD) i;'LI~fl-fl'Ofl:, FINe GRAllli=D SANDY SILT (MfDI UM ST I,OF)

FEW SIL TSTONf LAYERS I<EDDI SH-BROWN SIL TSTONE (HARO)

FEW CALCITE STRINGERS AND INCLUSIONS SANDY I N PAR T REDO I Sfi-BROWN S I L 'Y VERY F IIlE TO E I NE GRAINED SANDsrONE (HARD)

REDDISH-BROWII/

SIL TSTONE (HARD)

FEW CALCITE INCLUSIONS

....ND STRINGERS SHALfY ZONE REDDISH-BROWN TO GRAY VERY FINE TO FIf'C GilA I NcO SANDS TONE (HARD)

REDO ISH-BROWN S I L TS TONE IN TER.rODED

'NITH SILTY VERY FINE TO FINE G.. AINED SANDS TONE (f-!ARD)

LIGHT

'iRAY FI~JE GRAINED TO MEDIUM GPAI r~rD SANDSTONE (HARD)

RfDDISH-BROWN SIL TSTONE (HARD)

~ AltaTlOll/

+204.9' BORINe 188A

~...

SHEET 11 OF37 LIMERICK GENERATtNG STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See no" on Fiture 2.5-22, Sheet 1 for MtditiOMI.xpl-*ion of 1011.
2. For 10000tions of boringl," Figure 2.5-20.
3. LOll preptlf"ed by 0.."...-,d Moore.

~

<<ow o COUNT 100%

NOTES:

10 30 "0

DEPTH IN FEET GRAD I NG REDO I SH-IlROWN "OR I NG COM~...E TED ON 10-21-69 WATER LFVEL

~ C){)I ON 10-24-E<J, FEW CALCITE STRINGERS ANO INCLUSIONS IlRUNSW I CK SHALE-DARK BROWN F I Nf GRA I NED SANDSTONE, ERIIIBLE (HARD)

REDO I SH-"RAY S I L TSTON£,

SHALEY I N PART (VERY H~RD)

GRAD I NG VERY SANDY GRAY FINE GRAINED SANDS lONE BED (HARD)

REDDISH-GRAY EINE SANDY SILTSTONE (VERY HARD)

SHAL'E ZONE SOME CROSS -8EDO I NG SHALEY WI'TH CALCI TE STR INGERS FfW SHAlf' PARTINGS FEW CALCITE INCLUSIONS GRADING FINE llRAINf'D GRADING SILTY DARK BROWN FINE GRAI NED SANDS TONE LAYER REeD I SH-8ROWN SHAL EY S I L TS TONE (HARD)

SANDY I N PART GRAD I NG VERY SANDY REDDI SH IlROWN FINE SANDy SIL T WI TH TRACE DE CLAY (STIFF)

FEW THI N SANDSTONE LAYERS SILTY IN PART PEBBLE ZONE RfDDI SH-GRAY SILTSTONE LAYER GRADING MEDIUM TO COARSE GRAINED GRAY FINE GRAINED SANDSTONE-MASSIVE C,RAY >>ur v ''1' r IN!

';filli/Jro

';ANO-

"rONI, t."OSs-nEOOED* (HARD)

RrDIJISH-"POWN SILTSTONE; SANOY IN PART (HARO)

"EW

~AL~ITE INCLUSIONS GRADIf*)G SANDY WI TH SOME CALCI TE STRI~IGI'RS THIN GREEN SHALE LAYER MASS I VE GRADING VERY SANDY REDDISH-CiRAY VERY FINE TO FINE GRAINED SANDSTONE (HARD)

SOME CROSS-BEDDING GRAD I NG MED I UM GRA I NED-DARK IlROWN MJIIII'M:I AltaTIOII/ +217.2 I BORINC3 166

<<0fI

.YIII<<JL$

o COUNT 7~ II 10 100%

RO 98%

30 80%

'f0 50 60 70

.0 90-100%

100 110 120 160**-......riiiiiiA.-....

."TN III FEET GRAD,ING REDO ISH-GRAY.

SANDY PfJ" IIJr, I /)fft"LI'T' o oi-J I~-IE-en wnrll LfVI'L

(./1 IOC;;',I ON If.l-;:>-(:')

(;'lADING VIY f INF l;flA'~J['D SMJDY PEBBLE ZONE SHALEY PEBBLE ZONE PEBBLE ZONE REDDISH GRAY SILTY VERY FINE TO FINE GRAINED SANDSTONE; FEW CLAY FILLED I NCLUSI ONS CLAY SEAM ell'Y SEI'M GRAD I N"

SANDY, PURPL ISH-GRAY FEW SHALE PARTI NGS GRADING SM.JDY WITH CALCITE VEINS GRAD I NG RED-L E SS SANDY

'3~Mf:

CALCITE l~jCLUSIONS AND Sf RINGERS SHALEY ZONES GPADING MEDIUM GRAINED INTER!.IEf'DFD

\\'E'~Y FINE GRAI"JfD SANDSTONE AND SANDY S ILl S Tom -OCCAS I ONAL SHAL E PART I ~J(1S, CROSS-BEDDED (HARD TO VERY HARD)

DAf'K BROW" FINE M,DIUM GRAINED SANDSTONI SLI(;HTLY FRIMILE (MEOll'M HArlO)

PIIRPLI<;H-r;RIIY

'IANDY

<;ILTSTONF (HARD) e'10SS-BEDDFD

'iRAY FINE GRA I NED SANDS TONE (HARD) r:ROSS-I\\EDDED 1NTER8[DDED FINE GRAINED SANDY SILT-srONE II'IID VERY FINE GRAINED SANDSTONE (HARD TO VF RY HARD)

HI GHL Y JO I NTED BROWNISH-GRAV FINI' GPAINED SANDSTONE (HARD)

SL I GHTL 'I' FIll AflLE REDDI<;H-RROWN SILTSTONE tHARD)

RPOWNISH-GPAY f'I~'f r,11AfNED TO MEDIUM GRIIIIII 0 SAl-JDS JorJ,~

(HARD)

RrDD I SH-Br'OWN S I L TSTONE (HARD)

CAL CITE STfilNGFllS AND FEW IN"L\\JSIONS RfDQ I SH-flnOWN S I L TS TONI' (HARD)

Ff W CALc,lTF STPI~Ir,FRS "EDD I SH-!.IROWN S I L TY SAND TOPSO I L IlR I CK RED,DECOMPOSED, SANDY S I L TY SHALE (STI FF TO MEDI UM HMO)

GRAD I ~JG UNWf.A THERED (HAil D)

GRAD I NG TO REDO ISH-BROWN S I L TS TONE AND SHALE IlRUNSWICK SHALE-GREyISH-8ROWN FINE GRAI NED SANDSTONE (VERY HARD)

GRAD I NG MED I UM TO COARSE GRAI NED SHALE Y ZONE REDDI SH-8ROWl\\l SIL TSTONf.

AND SHALE CALCI TE INCLIISIONS SOME SAN1:l

~ AltaTlOll/

+258.7' BORINe 164 10 60 gO RO 30 no

'f0 100 DEPTH IN FEET GRAD I NG YELLOW I IH-BROWN SOME I NTERIlEDDED SANDS TONE

!.lOR I NG COMPLETED ON 10-20-69 WATER LEVEL U 21' ON 10-24~9 SANDY ZONE GRADING LIGHT RED GRAD I NG SANDY GRAD I NG FEW HARD LAYERS IlLACK AND TAN SHALE INTERIlEDDED WI TH GREENI SH-BLACK SIL TSTONE (MEDI UM HARD)

CLAY SEAM SLACK SHALE. CA"BONACEOUS (HARD)

GREEN ISH-GRAY S I L TS TONE-CALCAREOUS (HARD)

MASS I VE LOCKATONG MCMIlER-BLUI SH-GREEN SHALEY SIL TSTDNE FRACTURED I N

~ART LIGHT YELLOWISH-IlROWN CLAYEY SILT, SHAL EY I N PART (H I llHL Y WEI. THE RED)

(STIFF TO MEDIUM STIFF)

BORING 152

~ AltaTItJII

~ 254'.g' ML DEPTH IN FEET FIGURE.....

GRADING TO REDDISH-BROWN SILTSTONE WITH CALCITE FILLED BEDDING PLANES BOR I NG COMPLETED ON 3-6-70 CAS I NG TO 50' WATER LEVEL NOT TAKEN 300-LB.

HAMMER DROPPED 24" S

I L

'II l

WITH ORGANIC MATTER AND FRAGMENTS

'REDDISH-BROWN 'cLAYEY s u. r WITH A

FEW ROCK FRAGMENTS GRADING WI TH MORE ROCK FRAGMENTS TOP OF ROCK @ 6i' BRUNSWI CH SHALE REDO I SH-BROWN SANDY S I L TS TONE (MEDI UM HARD)

WEATHERED TO 10' S I L TSTONE BECOMI NG HARD AND UNWEATHERED WEA THERED AND SL I GHTL Y DECOMPOSED IN 3" ZONE

@ 16' SOME HAIRLINE CALCITE FILLED BEDDING JOINTS SLIGHTLY WEATHERED' LAYER OF VERY FINE-GRAINED SANDSTONE FROM 28"-2()I GRAD I NG LESS SANDY SLIGHTLY WEATHERED @ 34' GRAD I NG 1'1 I TH SOME FINE SAND GRAD !'NG WI TH LESS SAND

$IIIff'ACE 11.I"'101I

+ 160. 5' 130RINC3 201

=:I 66%-16%

10 NOTES:

LIMERICK GENERATINGSTATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See notes on Figure 2.5-22, Sheet 1 for Iddition.1.xpa.n.tion of 1011.
2. For IOQtioni of boringl,'" Figur. 2.5-20.
3. LOll Pf'epwed by O.mes M1d Moor*.

10 50 -

'O~.A.iItII...._

LE".rN 0' COilE IIUII.'

,.EIICEllr IIECtWEIW AND 11.000.

0

f0 DEPTH IN FEET I<fDDISft-f\\ROWN TO flROWN fiNE GRAINED

, SANDS TONf (HARD)

RfDDIStt-B~OWN SILTSTONE (HARD)

GRAO I NG TO MED I UM GRAI NED GRA Y I Stt-f1ROWN VEAY f I Nf GRAI NED TO f I ~jr (iRA I NfD

';ANU~ TONE (HARD)

GRADES GRAYfR I,RADrs TO VERY fiNE GRAINED SIL TY SANDS TONE RfDDI SIl-tlROWII SIL TSTONE (HAfID)

GAAY Af:eDISH-8ROWN VERY FINE GRAII,EO SIL TY SANDSTONE It!D[)I:,>H-"rIOWN SILTSTONE INTEllflEDDfD AT TOP REDDISH-SROWN SILTSTONE (HMO)

HEDD I SH*BROWN "I NE GRAI NED SANDS TONf (liARD)

REDDI SH-8ROWN MASSIVE SIL rSTONE (HARD)

GRAD I NG SANDY BORING COtoIPLFTED ON lo-14-E9 Ill" TE R LEVEL NO T RE COHOE 0 GRAYI SH-IIROWN "'NE GRAINED SANDSTONE (HARD)

REDDI ::iH-BkO'IN S'L TSTONE (HARD)

GRAYISH-BROWN "'NE GRAINEDt,AICAC£OUS SANDlITOr;E (MODERA TEL Y HARD)

REDDISt~-S"'OWN SILTSTONE (HARD)

GRAY, REDOISH-8ROWN vERY FINE GRAINED SIL TY SANDSTONE (HIoRD)

REDO ISH-BROWN SILl; rONE (HARD)

GoRAV, REDDI SH
BROWI, S IL TY S,lNDSTONE (HAFlO)

"UDI :>H-IIt<OWN s u, TSTor'E (HARD)

GRAY, REDDISH-DROWN
)ILTV VERY fiNE r;R""~rD SANDSTONE (HARD)

REDDI SH-SROWN SIL TSTONE (HARa)

RIIUNSWICK SIlIoLE-R£DOISH-IjROWN SIL' WI TH

,HAI.I r ",AlaMrPns

,;IlAY I ~;tt-IIIIOWN I wrA THERE Di MI D I liM (,IlAI Nt 0 SAl ID ", vflF (MOllERA Tn Y,HARD)

HEDOI'd-BROWI.

SILTSTONE (HARO)

MIIII"IIf:6 AI..".,

+174.4 I BORINe 16g ro 81%

30 60 40 110 100 130 140 _

....;;;0::::"'.

IJE~TH i IN FEET HCDOI SH'"SHO",N

~ I NE IJ"AH,iD SANO' SILTSTOI<<E IIIITH SOME SILTY fl~IE GRAI NED SANDSTONE (HARll)

RfDDISH-SROWN FINE GRAINED

ANDY SIL TSTONE (VERY HARD)

GilAOI~,G

!'ROWN SILTY fiNE GRAINED S"NDSTOfIE (O/ERY HARD)

.MJIIIII".

GRADING M"DIUM TO COARSE GAAINED SLIGHTLY IIIEATHERED GRADlfjG FINE GRAINED GRADING MASSIVE RflJOI slI-n,.ollllj S"NOV SIL T SOFT Of O'AI'OSIO <<r on I SH-ltROWN VERY SANDY S IL r s rONf GRADING

~UR~L ISH-RED REDDISH-C.HAY SILTY FINE GRAINED SAND-STONE (VEAY HARD)

RADI~IG MEDIUM TO COARSE GRAINED GRADI~JG FINE "RAINED GRADI NG MEDI UM TO COARSE GAAINED SOME CLAY fiLLED VUGS GRADIN'J BLUISH-GRAY fiNE TO hlEDIUIIl GRAINEO SANDSfONE (HARD) 80H I NG CO"L E T£ 0 ON 10-10-69

......TER LEVEL NOT RECORDED SHALf-RrDDI SH-BROWN M[DI UliII SANDS Tom:.

(HARD)

SILTsrONE (MEDIUM HARD)

HfllDISH-HIlOIIII.

SILTY fiNE GR"INED S"NOS TONE (li,lHD) 1~(DD I SH-llll0WN "I NE S"NDY S I L TSTONE.

VfllY MASSI Vf (VERY H"RD)

'fODISH-IlROWN SILTY rl~IE GRAINEO SM10S TOIlE (VERY HAHD)

,'EDDISH-SROWn SANDV SILTSTONE flI',K flfD THIIILY BrCDED flSSll,.

SHALE (SOFT TO MODE i<A TEL Y HI-RD) tll'OW'IISH-,IED SANDY SiLTSTONE (VERY.

H/..<<o)

Stt~L £Y DARK REDO I SH-fiROWI'J

,. I Nt GRAI Nl:D SANOY RI 5~~ ~~!~~bwrSv~~~ T~A~~~

GAAI Nl:D SArlOS TONE-SL ICiHTLY "RI A~LE (HAAD)

LIGHT BHOWNISH-GRAY VE~Y SANDY SILT-S TO~I(

(HM~D)

REDO I SWROWN S I L TSTONE SChlE llANO I NO LIGHT SROWNISH-CiRAY "11K GRAINED VEIn SANDY S I L TS TONE (HARD)

':,RADING LIGHT GRAYISH-8ROWN SILTY FINE TO COARSE GRAINfD SANDSTONE

( VFRY HARD)

FRI CK RED SA'!DY SIL TSTOI.IE G.<ADI NG

ittALfY MJIfI'i/IIf:6 AI""". IE9.~ I BORINe 168 cI 40 50

.0 10

.0

.0 9E%

100%

100%

100 110 DE!'TH

'N FEET IIUM COUIIr 0-- --

s N

III" 8ROWI,ISH-GRAY FINE GRAINED TO ME 0 IU/-I

'iRA I NED SANOSTOllf nos I NG COMPl f TfD ON 10-1 O-E9 M'TI" L I'VFL (u) rlO~ I ON In-=~'I ""\\~.

REDDI SH-BilOWN fiNE GilA I NED VEl<y SIINDY SILTSTONE (VEIlY HA:1D)

GflAY-nFOOISH-BROWN SILTY VFR\\

flNt GHAINFD SANDSTONE INTERflFDD~D WI TH I'll-DO I ';H-RROWN S I L TS TONE (HARD TO

VEH, HAf<D)

REDDISH-flROWN SIL TSTONE (HARD)

GAAY-ACDDISH-BnOWN 'ILlY

~II'~~

GRAII,ED SAf,DSTOI.[ (H.o\\Hfl)

GRADlfJ, MEDIUM "i,Alfrr RFeDI S"-SI;O"",

SIL TSTOI,(

(HAI,O)

HtH!~'j

'.AtlDY I,LAY, IOf..'J()IL 1/i'OI)1 ~H-I1I'uwn " II,r:

10 MEDIUM

~ANUY

('LAY-fW(K\\

H/~I'H'J J'tlIII' Itt/,LI -Ill IH)I ~)H-IIH(lwrJ 'JII. I:J lOr-U

',L I ',II 'L',

"'A"'l, (VI'I,.,

1I.. I'Ii)

REDDISH-SROWI,

~INE GRAINED "ILT' SA"IO-S TO,,",t:

DARK RrDD I St1-S~OWN SANDY S I L TS TONE (HAf~D)

DARK BROWN VERY JANDY SIL TSTONE (L I MON I H:)

REDDISH-A"OI'lN TO BHICK RED SilTSTONE MA:'SI VI'

[,".'K B,iOYlN

,. OARSE GRA' NED SIINDSTO~,!r SLlliHTlY

~rATHERED(HMiD 10 VFI,Y HlldO)

IlfDDI'iIi-f,I'OWII SILTSTO'IE-M/*...s i vr

',V,IIY THill I'*L' I TF 3rMAS REDDISH-""C'litl fltiE Gl<ArrWD S/dluSrO!IE FI<II'Hlf (HAKll)

DA"K i;E~

SHI'*LEY S I L TSTONE IlfDDISH-",;OWN VE"y SIJD\\

SILTSTOflE (VE,<,

H~liD)

MASSIVE DA,iK

,iECDI Sti-AfiOWN F I foJE l~"A l'jFD Sf.'ID,-

STJW (lff"Y HAIlD)

REDGI5H-p'iCm,j VERY S,AtlDY SILTSTO"E

\\

(VE;'Y liA":))

"ASSIVE

'REeH:~~FTgl'~~~y5~~;~r)NEW3SIVf G'lAD I IIG

'IE" Y 5,' IlOy

"-I,EDDI5Iri<"Dl\\rJ SILTy SAIWSTO"IF ('IE<<,

HI' ',D)

<<r o SILTSTOflE (HARD)

'REDDISH-', '0"',

S'LT)

SI'NDSTJ':F (VI'

\\'

IP,,'[' )

[',OWN TO (;"/'\\

I,We'IUM ",'Alf:rD SAND;iTONE (HAIIO)

-1<EDDI:)H-nIlOWII SILTSTONE (HI'I,O)

...... AI"""'*211.4' eo"'Ne 167

&:I IIUM..,...

COUItIr o -----

II') "

10 f~/l%

100%

~o 100%

IOn,;

f0 ~

100%

40 --

9~'%

MJ-100%

  • 0-g5%

10-

.0 9~%~

100%

.0 I(X)~

100 100%

110

~~

91=%

~tI:~r 110 100%

1.. 0 9'1't

'40

~

If)11%

150

-~~

IJEtrnI FEET GRAJIHICLOQI SHEET12OF 37 FIGURE~"II

GRADING TO LESS SANDY GRADING WI TH ROCK FRAGMENTS BORING COMPLETED ON 3-4-70 CASING TO tO!

WATER LEVEL @ 30' 3" ON 3-5-70 140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL REDO I SH-BROwN CLAYEY S I L T REDO ISH-BROWN S I L TSTONE REDO ISH-BROWN S I L TSTONE REDO I SH-GRAY CROSS-BEDDED SANDSTONE:

REDO I SH-GRAY TO REDO ISH-BROWN F I NE-GRA I NED SANDSTONE TOP OF ROCK @ 9' BRUNSW I CK SHALE REDO I SH-BROWN SANDY S I L TS TONE SL I GHTL Y WEATHERED TO 23'

$IIIIf'ACE AI..TItJII + 163' BORINC3 216 "i'%-41%

LE.-11I OF COIlE

!NIl.

~£IICE"r IlECtWEIW AND II. o.f).

DEPTH

,=

IN FEET=1.,-.<<1 o 2r"1I

--...~.....'""'!""~.......-

83. II ML DEIClf/~T~

POPING COMPLETED ON 4-1-70 rASING TO 12~'

140-LP.

HAMMER (a) "30" FALL NX DOUBLE TUBE CORE BARREL GRADING WI TH LESS SAND c:; REEN I SH-G RAY SHALE-PAR TL Y Wf A IHfRED A~1D FRACTURED lOP OF ROCK AT 12~'

PRI'NSWI CK SHALE PEDD I SH-8ROWN S I L TS TONE WEA THERED AND LI GH rLY FRACTURED TO 22~'

RADING WiTH FINE SAND WAfER RROWN FINE TO COARSE SAND WI TH COARSE GRAVEL AND COBBLES

".,ACE AI..TItJItI + IOE-2-'

BORING 21!5

$UlfFACE AI..TItJItI BORINe 214

~;:

GP

~

~::

10 30 ---

I,')I'Y~-, I RO-

"0--

LE".TN OF COilE

IIUN,

~£IICE"T IIECfNEII.,

AND If. 0. D.

DEPTH

,=

IN FEET DEPTH

,=

IN FEET=

IY-.<EC

?O'K (I 4' "RlINSWI r<<:

SHALE RFDDI SH-r-ROW~' S I L' '3 'O"F HI., H L Y WE~ TH FPc 0 f" : 0 "c ~

$/JIfFACE ELE..TIOII

+ II ('

BORING 213 ML 100%-ggO<"'IIiiiiii.-.__..

SO-'

LE".rN OF COilE

11l1li,

~£IIC£"T HCfNEII.,

AND If. 0. D.

10 --

100%-0%

50 100%-72%

30 -

100°In-I-+0%

RO

_..J...~t------1 40 DEPTH IN FEET CASING TO 12'3" WATER LEVEL 140-u'.

HAMMEP@

"30" FA'_L NY DOURLf TURf CORf DAPPFL

$UIfFACE ftI..TItJItI

+ I22' BORING 208 REDO' SH-BROWN CLAYEY S I LT WI TH ROOTS 17 II TO 1,

29 II ML GRAD I NG WI TH ROCK FRAGMeNTS 62 II I -

TOP OF ROCK 12~'

BRUNSWI CK SHALf

-5"3%

REDO I SH-S RA Y VERY F INE-GRAINED SANDS TONE - MED' UM E'EDDfD WI TH l~~~~J~

LOCAL S I L TS TONE LAYERS

-~

(" A" SANDS TONE)

-47%

~~~?t:f 0%

f~!~{f.

-64%

.§§.

-55% I J-S5~b g~~

-75%

~~;l~

REDD I SH-RROWN SL 'GH TL Y SANDY S IL~STON

~

MASS I VEL Y

REDDED, HARD

~

-78%

~:

.~""'".;.

¢;

BOR I NG COMPLE TED ON "3-2-70 100%

70-u.rN

., CtHIE

!NIl.

~IICE"r

~IW

~ II.* A 10 100%

50

.I'TH lit FEET

&1M o COUNT

BORING COMPLETED ON 3-24-70 CAS I NG TO I3' 4" WATER LEVEL 0 140-LB.

HAMMIER 0 30" FALL NX DOUBLE TUBE CORE BAR"EL REDO ISH-BROWN S I L TS TONE REDDISH-GRAY FINE TO MEDIUM-GRAINED SANDSTONE REDO I SH-BROWN SANDY S I L TSTONE HARD MED I UM TO TH I CK-BEDDED REDO ISH-GRAY FINE TO MED I U~rGRA I NED SANDSTONE REDO I SH-BROWN CLAYEY S I L T WI TH

,.OCK FRAGMENTS TOI' OF ROCK AT 6' BRUNSWI CK SHALE REDO ISH-BROWN SL I GH TL Y SANDY S I L TS TONE MJ/fI'IIJCI AI.,.".,

+ 172.7' BORINe 22e I~'

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT 21 64%-40 70%-50

.0--

LI.TII 0' COllI HIlt:IIIT

~IW A1IIJ If.*It eRAfIHtC LOCII iSHEET 14OF37

1. See notes on Fiture 2.6-22, Sheet 1 for addition**xpl..,.tion of 1011.
2. For locations of boringl,... Figure 2.5-20.
3. loga pr.pered by Dames Md Moore.

NOTES:

10 40 100%-25 DE!'TH IN FEET..

oCOUIIT 4

II BOR I NG COMPLE TED ON 70 CAS I NG TO I I I WATER LEVEL @

ON 3-10-70 140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL GRADING WI TH MORE F INE-GRIIINED SAND (55'9" TO 61,)

BADL Y FRAC TURED JO I NTS AND VER T I C"L (30' TO 42')

I" TH I N LAYER OF REDO ISH-BROWN CLAYEY SILT AT 23'3" BOR I NG COMPLETED ON 3 22 70 CAS I NG TO I I '

140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL TOP OF ROCK @ 8'10" (APPROX.)

BRUNSWI CK SHALE REDO I SH-BROWN SANDY S I L TS TO~IE HI GHL Y FRACTURED "LONG BEDD I NG PLANES & VERTICALS (II' TO 21 1)

BLACK oRGANic SILT WITH A LITTLE FINE" SAND GRAD I NG TO BROWN I N COLOR MJ/fI'IIJCI AltaTltJII

+ IC>8t' BORING 223 BORINe 222 WATER BROWN FINE TO COARSE SAND WI TH COARSE

t:

GRAVEL AND COBBLES

~..

G~

~

-0%

  • TOP OF ROCK AT Iii' t:-:-'-:i BRUNSWI CK SHALE

-~

REDO ISH-BROWN SILTSTONE - WEATHERED

=td AND HI GHL Y FRACTURED TO 26'

-:"~

~~:

-50%

~7~

~-~

GRADING LESS WEATHERED AND WI TH

~~

FINE-GRAINED SAND

---=:

t~

>i:-~.

TO--

LI.TIt 0' COIlE IfUII.

~IIIt:EIIT

/l£CtWE1W AIIIJ If. tJ,It 10 83%

100%

~O 100%

30 40-LI.TIt 0' COllI HIlt:IIIT IID:tW6IW A1IIJ 1f**1t 100%-47%

$0-DEPTH IN FEET..

o COUNT IY-.oLI 2

I I~

j II I I I 411:::

OL 8

II I I I KJ8~i~

100%-3%

~

RO 70%-20%

.I'TH IN FEET..

o COUIIT GRAD I NG WITH LESS SAND BOR I NG COMPLETED ON 3-2-70 CAS I NG TO 10 '

WATER LEVEL @ 36' ON 3-5-70 140-L8.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL GRAD I NG WI TH SOME VERY FINE SAND REDDISH BROWN CLAYEY SILT BECOMI NG MED I UM TO TH I CK BEDDED GRADING WITH SOME FINE-GRAINED SAND GRAY TO BLACK CLAYEY SILT SOFT BOR I NG COMPLETED ON 3-4-70 CAS I NG TO II' WATER LEVEL AT 140-LB.

HAMMIER 0 30" FALL NX DOUBLE TUBE CORE BARREL LIGHT GRAY-GREENISH SANDSTONE

("A" SANDSTONE)

(MEDIUM HARD)

TOP OF ROCK AT APPROX* 4'6" BRUNSWI CK SHALE REDO ISH-BROWN S I L TSTONE HI GHL Y WEATHERED AND FRACTURED 5' TO 13' GRADING WITH FINE-GRAINED SAND REDDI SH-BROWN SI L TSTONE WI TH WEATHERED AND FRACTURED B-JO I NTS AND VERTICALS 36'9" TO 39' GRADING WI TH FINE-GRAINED SAND REDO I SH-BROWN CLAYEY S I L T WITH ROCK FRAGMENTS TOP OF ROCK AT 6' BRUNSWI CK SHALE REDO ISH-BROWN S I L TSTONE SLiAHTLY WEATHERED TO Iii' VERY F I NE-GRA I NED REDO ISH-GRAY SANDSTONE GRAD I NG TO AND BECOMI NG VERY FINE -GRA I NED REDO ISH-GRAY SANDSTONE REDDISH-BROWN SILTSTONE BECOMING MED I UM BEDDED MJ/fI'IIJCI AIWT1IJII +172' BORING 220 MJlttWCE 611..11011* + 116.7' BORINe 221 i

10 97%-75 60--

LI.TIt OF CtHIE HIlt:IIIT IIEt:OWIW AND If.o.lt

.O-~"'-""

LI.TII 0' COIlE HIlt:IIIT IIEt:OWIW AIIIJ If.*It 30 40 DE!'TH IN FEET..

o COUIIT

-;'-11 30 II DE!'TH IN FEET..

COUNT 0-2 BORING COMPLETED ON 3-19-70 NO CAS I NG USED WATER LEVEL NOT RECORDED 140-LB.

HAMMER

@ 30" FALL BADL Y WEA THERED AND FRAC TURED (27'4" TO 29'4")

BADLY FRACTURED JOINTS AND VERTICALS (34'4" 35 14")

GRAD I NG WITH MORE F I NE-GRA I NED SAND (44' TO 48'4")

BO CAS I NG TO 7i I 140-LB.

HAMMER@ 30" FALL NX DOUBL E TUBE CORE BARREL H

W LY L

W WEATHE RED ROCK FRAGMEN TS GRASS ROOTS TOP OF ROCK @ ABOUT 5'4" BRUNSWI CK SHALE RE DO ISH-BROWN S I L TS TONE BORING 217 BORING 218 WATER

):"

BROWN FINE TO COARSE SAND WI TH COARSE

.:t (J~

GRAVEL AND COBBLES

":jll

%-0%

TOP OF ROCK AT 7i' BRUNSWI CK SHALE REDO ISH-BROWN S I L TSTONE-H I GHL Y

-16%

FRACTURED AND WEATHERED TO 20i'

.~

GRAD I NG LESS WEATHERED AND

.+::1 FRACTURED

-38%

}-~

'z=='

RI NG COMPLETED ON 4-13-70 RO 100%

10 100%

.f)--

U.TIt II' COIlE

/I11III.

HIlt:EIIT

.etN11W MIl) 1f**1t 30 LI.TIt 0' CtHIE

~EIlt:IIIT

~IW AIIIJ If.* Do

.!'TN 111 FEET..

o COUIIT DEPTH IN FEET

.ow oCOUNT FIGURE,....

/JESCIfIPTIONS GRADING WITH FINE-GRAINED SANDSTONE AND BECOM I NG MORE MASS I VE GRAD I NG TO VERY SANDY GRAD I NG TO GREEN SANDY S I L TS TONE BORING COMPLETED ON 3-24-70 CASING TO 20' WATER LEVEL @ g8'4" ON 4-g-70 300-LB.

HAtJMER @ 24" FALL NX DOUBLE TUBE CORE BARREL F I NE-GRA I NED REDO I SH-GRAY SANDSTONE MASS I VE ("A" SANDSTONE)

REDO I SH-BROWI<J SANDY S I L TS TONE BORING 229

.~

LENGTH OF CORE

RUN, PERCENT RECOVE/fY AND R.(J.D.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
2. For locations of borings, see Figure 2.5-20.
3. Logsprepared by Dames and Moore.

FIGURE 2.5-22 NOTES:

GRAPHIC LOGS SHEET 15 OF 37 DEPTH C IN FEET

~

BLOW COUNT 120-...-.................

REDDISH-8ROWN SILTSTONE MEDIUM BEDDED FRACTURED FROM 31~1-34'

/JESCIfIPTIONS F I NE-GRA I NED REDO I SH-BROWN TO REDO I SH-GRAY SANDS TONE VERY FINE-GRAINED REDDISH-GRAY SANDSTONE REDDISH-GRAY FINE TO MEDIUM GRAINED SANDSTONE REDO I SH-BROWN SANDY S I L TS TONE FRACTURED TO 78' GRAD I NG WI TH SOME VERY F I NE-GRA I NED SANDSTONE GRADING WITH LESS SAND 70° SL I CKENS I DES WI TH DECOMPOSED SIL TSTONE AND CALCI TE FILLING @ 78' GRAD I NG SL I GHTL Y SANDY TOP OF ROCK AT 5' BRUNSW I CK SHALE REDO I SH-BROWN SANDY S I L TS TONE SLIGHTLY WEATHERED AND FRACTURED TO II' GRADING WITH CALCITE BEDDING PLANE STRINGERS SLIGHTLY WEATHERED FROM 16'-17' GRAD I NG MASS I VE AND VERY HARD REDDISH-3ROWN CLAYEY SILT WITH ROCK FRAGMENTS REDO ISH-BROWN SL I GHTL Y SHAL Y S I L TSTONE SIJIfFACE ELEtllfTIOIi +2141 BORING 229 LEN~TH OFCOilE RUN.

PERCENT IIECtNE/fY AND If. (J. D.

~o 60~~=:::11 BO-~~-

60 20 90 110 I~O 100 120 --1'"1"""':

DEPTH IN FEET DESCRIPTIONS

/JESCIfIPTIONS BORING COMPLETED ON 2-20-70 CASING TO 8' WATER LEVEL @ 50' ON 2-23-70 300-LB.

HAMMER @ 24" FALL NX DOUBL E TUBE CORE BARREL VERTICAL FRACTURES FROM 34' 10 37' GRAD I NG SL I GH TL Y SANDY GRAD I NG WITH ROCK F RAGMEN TS BORING COMPLETED ON 2-lg-70 CASING TO 10' WATER LEVEL @ 51' ON 2-23-70 300-LB.

HAMMER

@ 24" FALL NX DOUBLE TUBE CORE BARREL SAND GRADING OUT GRADING WITH SOME VERY FINE SAND GRADING WiTH SOME FINE-GRAINED SAND 4"

ZONE OF SOFT CLAYEY SILl @ 31' REDO I SH-BROWN CLAYEY S I L T TOP OF ROCK

@ 7' BRUNSWI CK SHALE REDO ISH-BROWN S I L TS TONE SLIGHTLY WEATHERED TO 16' GRAD I NG

~IASS I VE AND HARD RED:JI SH-BROWN SI L TS10NE HARD BROWN CLAYEY SIL T W T AND ROO TS TOPSO I L REDDISH-BROWN CLAYEY SILT GRADING 'WI TH MORE ROCK FRAGMENTS TOP OF ROCK AT 8' BRUNSWI CK SHALE REDO ISH-BROWN SL I GHTL Y SANOY S I L TSTONE MEDIUM HARD TO

HARD, WEATHERED AND FRACTURED REDDISH-GRAY FINE TO MEDIUM-GRAINED SANDS TONE SI/RFACE ELE..TION +216 I SlJIIFACE ELEtllfTIOIi

+204.7' BORING 231 BORING 228 SYMBOLS L

g2%-40

_OW o COUNT SYM_,._OL_S.........

~

~

ML 75%-0%

10 100%-0%

70--

LEN(;TH OFCOilE

/fUN.

P£ltCENT

/f£CtNE/fY AND If. (J. D.

60 g4%-80 60--

LEN~TH OFCOilE "UN.

PE"CENT IIECtNEIIY AND R.(J.D.

j~%-IO%

100%-50%

40

-=-

%%-50%

~O 100%-33%

30 100%-72 20 100%-5')

20 100%-60%

40 --+-iL;,..

100%-84 DEPTH t:

IN

~

FEET

~

BLOW COUNT o ~--I~~~~~~'!!"e"""'l!~~~"",",!'ft'II"m"!""

81 63%-0 100%- 11 DEPTH IN FEET DESCRIPTIONS BORING COMPLETED ON 3-16-70 CASING TO A

DEPTH OF 13'4" WATER LEVEL @

140-LB.

HAtJMER @ 3U" FALL NX DOUBLE TUBE CORE BARREL RORI NG COMPLETED ON 3-5-70 CA SING TO 10' WA TER LEVEL NOT MEASURED 300-LB.

HAMMER

@ 24" FALL NX DOUBLE TUBE CORE BARREL REDO I SH-PROWN CLAYEY S I L T WllH ROCK FRAGMENTS TOP OF ROCK AT 4' PRUNSWI CK SHALl::

RFDD I SH-PROWN S I L TS TONE, PADL Y WEATHERED AND FRACTURED

[0 13' SL I G H TL' WEA I H F R F 0 TO Ig,

30 DEGRFE SL I CKENS I DES

@ 50' REDO I SH-GRA\\

MED' U~,rGRA I NED SANDS 'ONE REDDISH-RROW~i SANDY SIL1S1ONE REDDISH-GRAY VFRY FINE-GRAINFD SAND-S TONE FREQUFf\\ ~

HIGH-ANGLED JO I NTS JOINTS BECOMING HEALED WI TH CALCITE REDDISH-GRAY SANDY SILrSTONE REDD I SH-GRA Y ME0 I U~I-GRA I NE 0 SANDS 'ONE RfDDISH-Bfl0WN SLIGH'LY SHALl' SILTS"ONE LOCALLY SL I GH' L Y WEATHERED AND MED I UM HARD BECOMI NG LESS SHAL' PECOMI NG SL I GHTL Y SANDY GRADI NG WI TH LESS SAND BECOMI NG MASS I VE GRADING WITH SOME VERY FINE-GRAINED SAND SAND GRADING OUT VERY FINE-GRAINED REDDISH-GRAY SANDSTONE MfDI UM BEDDED REDO ISH-BROWN SL I GHTL Y SANDY S I L TS TONE MfD I UM BEDDED

/JESCIfIPT1ONS U:DDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS FIRM

[)P OF ROCK AT g'

','WNSWI CK SHALE REDO I SH-BROWN SANDY S I L TSTONE TH I N TO MED I UM BEDDED GRAY AND BLACK CLAYEY SILT SOFT

$II1If'ACE ELEtllfTIOIi + I 17*0' SURFACE ELEWATION +202' BORING 227 BORING 226 SYMBOLS

_ow COUNT o ~

7

~

2g

~

66%-50 10 100%-57

~O 50 100%-80 40 60 20 100%-70%

100%-55%

I OO%-50~0 70 g7%-30%

100%-75%

80--

LEN(;rH OFCO/fE

/fUN,

~EltCENr

/fECOVE/fr AND R.(J.D.

60-'

LEMTH DF COilE "uN.

PEIICENT IlECtNEIIY AND If.(J. D.

DEPTH t:

IN

~

FEET

~

BLOW COUNT o 7E-.o-t'I'!''''...--.....~~~~~.....~...............""~~

DEPTH IN FEET

GRADING WITH SOME FINE-GRAINED SAND GRADING WITH LESS SAND GRADING TO FINE-GRAINED SANDY S I L TSTONE GRADING WI TH LESS SAND BOR I NG COMPLE TED ON 2-23-70 CASING TO 6 WATER LEVEL I 35'9" ON 2-24-70 300-LB.

HAMMER I 24" FALL NX DOUBLE TUBE CORE BARREL REDO I SH-9ROWN CLAYEY S I L T FINE-GRAINED REDDISH-GRAY SILTY SANDSTONE REDO ISH-BROWN S I L TS TONE GRAD I NG TO AL-TERNA T I NG LA YEAS 0,-

S I L TSTONE AND SANDY S I L TSTON£ TOP OF ROCK AT 5' eRUNSWI CK SHALE REDO I SH-SROWN S I L TSTONE-eADL Y WEATHERED AND FRACTURED TO 8' MODERATEL Y WEATHERED AND FRACTURED TO 18i' SORINC3 23!5 MMI'M:6 AI..".

+223

=I LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See notes on Figure 2.5-22, Sheet 1 for ldditiOMlexpianation of loga.
2. For locations of boringa, Me Figure 2.5-20.
3. Logs prepered by 0.".. and Moore.

50-......~----1 GRAPHIC.LOQI SHEET16OF37 NOTES:

30-~

.0-.....................

LI.TII OF COllI INIII.

~E/lCEII/T IIB:fJWIW Alii) II. 0./J.

40 DEPTH IN FEET BOR I NG COMPLE TED ON 3-6-70 CASI NG TO 10' WATER LEVEL 113' ON 3-10-70 300-LB.

HAMMER I 24" FALL NX CORE BARREL USED BORING COMPLETED ON 2-27-70 CASING TO 10' WATER LEVEL @ 48'-6" ON 3-4-70 140-LB.

HAMMER @ 30" FALL NX CORE BARREL USED HIGHLY FRACTURED FROM 20'

.IO 23' REDDISH-BROWN SILTSTONE SCATTERED CALCI TE BEDDING PLANE FILLING GRAD I NG WITH SOME FINE SAND REDO I SH BROWN CLAYEY S I L T WI TH A LITTLE FINE SAND AND WEATHERED

,(0CK FRAGMENTS TO~R~~I~~C~I~H6~6~ ROCK FRAGMENTS @ 3' BRUNSWI CK SHALE REDDISH-BROWN SILTSTONE HIGHLY WEATHERED AND FRACTURED TO 17' THEN LESS FRACTURED LAYER OF GRAYISH-BROWN SANDSTONE FROM 26'-8" TO 28' HIGHLY FRACTURED ZONE FROM 28 1 TO 3I ' -8" HIGHLY FRACTURED ZONE FROM 35' TO 40~

BR WN CLAYEY SILT WITH A LITTLE FINE

SAND, AND A

TRACE OF ORGANI C MATTER GRAD I NG TO REDO I SH-BROWN WI TH MORE ROCK FRAGMENTS TD1' OF ROCK I 7'

BRUNSW I CK SHALE REDDISH-SROWN SANDY SILTSTONE WEATHERED AND MEDIUM HARD TO 8' SLIGHTLY WEATHERED TO 16' REDO I SH-GRAY VERY F I NE-GRAI NED

  • SANDSTONE

$IJIfII'ACE' AlWlTIfJII +225'

$UlfFACE ELEWlTIfJII +223' BORINC3 233 BORING 234 ML i

100%-60%

.0 -..6411~_"'"

LE.TII OF COIlE INIII.

~E/lCEII/T Mt:tJfIEIW Alii) II. 0./J.

=I

.OW COUNT o 201!

71 I!

50%-0%

10 68%-25%

10 50 30 40 RO 85%-48%

.o-~.....--.....

LE.TII OF COIlE

/lUll.

~E/lCEIIT Mt:tJfIEIW AIIIJ II. 0. D.

"0

.I'TN IN

'EET

&OW o COUNT 5.

63 DEPTH IN FEET BOR I NG COMPLETED ON 3-2-70 CASING TO 10' WATER LEVEL @ 12' -8" ON 3-3-70 140-LB.

HAMMER @ 30" FALL NX CORE BARREL USED REDO I SH-eROWN VERY f I NE-"RA I NED SANDSTONE REDO ISH-BROWN SL I GHTL Y SANDY S I L TSTONE BORING COMPLETED ON 2-18-70 CASING TO 10' WATER LEVEL 0 107' ON 2-18-70 140-LB.

HAMMER. 30" FALL NX DOUBLE TUBE CORE BARREL SL I GHTL Y SHAL Y BE TWEEN 182' AND 183' BROWN CLAYEY S I L T WITH ROCK FRAGMENTS AND ROOTS GRADING DENSER AT 3'

GRADING WI TH MORE ROCK FRAGMENTS TOP OF ROCK @ 5' BRUNSWICK SHALE REDO I SH-BROWN SANDY S I L TSTONE WEATHERED AND PARTIALLY DECOMPOSED TO gl-6" SLIGHTLY WEATHERED TO 18' HAIRLINE JOINTS PARTIALLY CALCITE FILLED GRADING WI TH LESS SAND VERY FINE-GRAINED REDDISH-GRAY SANDSTONE WITH THIN CALCITE HEALED JOINTS BORING 230

$UlfFACE IL'WlTIfJII +214' BORING 232

.0-....iiiiiiAo_...

LI.TII OF COllI 111/11/.

~EIfCEIIT IlECfNEIW Alii) II. 0. D.

DEPTH 1=

IN FEET

&OW COUNT IYM<<)LI 100%-65%

"0 ----

50-~

100%-50%

100%-69%

'.0-1OO%-gl%

DEPTh 1=

IN FEET

&OW o COUNT 21 I!

53 I!

100%-0%

10

'.0-LI.TII OF COIlE INII.

/#£IIt:EII/T II<<:fNEIW AIIIJ II. 0./J.

LOST CIRCULATION AT 124' GRADING WI TH LESS SAND 211 LAYER OF DECOWOSED S I L TSTONE AT 58' GRADING SLIGHTLY SANDY GRADING SLIGHTLY SANDY REDDI:>H-BROWN SILTSTONE (HARD)

REDDISH-GRAY FINE TO MEDIUM GRAINED SANDSTONE (HARD)

REDDISH-GRAY FINE TO MEDIUM GRAINED SANDSTONE (HARD)

REDO I SH-BROWN VERY F I NE-GRAI NED SANDSTONE REDO ISH-BROWN S I L TSTONE REDDISH-BROWN SILTSTONE (HARD) eAOWN CLAYEY S I L T

EDD I SH-eROWN CLAYEY S I L T WI TH ROCK FRAGMENTS TOP OF..oCK. 6' BRUNSWI CI< SHALE AE DO I SH-eROWN S I L TS TONE EDD I ~-eAO"" FINE TO COARSE-GRAI NED SANDSTONE MED I lIM HARD AND WEATHEAED REDDI SH-eROWN SI L TSTONE

..... AlWITItJII +217' 8Of'tNC3 230 LE",.TH OF COilE "IIN.

/#£/lCEIIT

~IW AM II....

150

."", i

,'fiT..

o<<NJIIT ",...

37/7" FIGURE all'

DESCRIPTICNS BORING COMPLETED ON 5-6-70 CAS I NG TO 5'

WATER LEVEL

@ 29'-2" ON 5-11-70 140-LB.

HAMMER AT 30" FALL NX DOUBLE TUBE CORE BARREL BROWN SANDY S I L TSTONE HARD BROWN S I L TY SANDSTONE HARD REDD ISH-BROWN S I L TSTONE HARD BROWN AND GRAY S I L TY SANDSTONE HARD SURFACE ELEWATION

+259' BORING 244 SYI/BOLS 30 40 --Y-I~4----4 20 100%-67%

50--...................

LENGTH OF CORE

RUN, PERCENT RECOVERY AND IWJ.D.

DEPTH

~

IN

~

FEET

~

BLOW COUNT o -1I--tI"!'I'I'I'!P--.o!II"""""l!~~~~~~~~~~~-

61 DESCRIPTIONS BOR I NG COMPL [ TED or, 2-25-70 CASING 10 10 '

WATER LEVEL 34.')'

OIJ 2-2(-70 140-U?

HAMME H !ill

~O" Ff-L L IJY DOUPLE TUPE

,ORr:

RARRfL REDDING

~OII\\TS HEADfD WITH

(,ALel lE REDD I SH-GRAY c I Nf-GRA I NED SANDS 1 O~Jf'

HARD, WI TH A

FEW FRACTURES

~FOGISH-P~OW"!

-1_/..\\r:-'1 SIL

'iFOOISH-rHOWN CLf'\\'F\\

51 L 1

WI ff-e 8AJMf'NT S TOP or ROCK (a;:';1 BRUNSWI CK SHALE REDD ISH-BROWN S I L TS TONE

HARD, WI TH A

FEW FRACTURES SURFACE ELEWATION

+ ~ 3'. I' BORING 240 ML ML-GP SYI/BOLS 60-.......iIIliiiiII----

LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

DEPTH ::

~

IN

~

FEET

~

BLOW COUNT 0

1"'1 41 1"11 13~6-m; 10 I 00~1e-60%

20 100%-93%

30 100%-70%

40 100%-53%

50 100%-96%

DESCRIPTIONS BOR I NG COMPLETED ON 2-23-70 CASING TO 10 '

WATER LEVEL

@ 30 '

ON 3-2-70 300-LB.

HAMMER

@ 24" FALL NY CORE BARREL LSED REDDISH-GRAY FINE TO COARSE SANDSTONE REDDISH-BROWN SLIGHTLY SANDY SIL'STONE SOME SCATTERED CALCITE HEALED

.ro I N IS REDDI SH-BROWN SL I GHTL Y SANDY SILTSTONE GRADING

'0 MORE SANDY AND LOCALLY DECOMPOSED GRAOING WITH MANY ROCK FRAGMENTS TOP or ROCK AI 4~'

BRUI,SWI CK SHALf REDDISH-BROWN SANDY SILTSTONE S L I 'GH TL Y WEAT HER EDT 0 1 2 GRADI NG WI TH LESS SAND SLIGHTLY WEAIHERED NEAR BEDDING

.io I N TS REDDISH-GRAY VERY FINE-GRAINED SANDSTONE REDDISH-BROWN CLAYEY SiLT SURFACE ELEWATION

+244 I BORING 238 SYI/SOLS 50 ---H~I----I 30 -

40 60--......lIIIiIoiiiilI--......

LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

DEPTH f3 IN

~

FEET

~

BLOW COUN_T~~""",__~~~~~~~~~~

o 2Cl.

62

......lIOo4l----i..

100~h-20%

10 DESCRIPTIONS BORING COMPLETED ON 2-21-70 CASING TO 10' WATER LEVEL

@'34'iC:"

ON 3-5-70 300-LB.

HAMMER

@ 24" FALL NX DOURLE TUBE CORE RARREL GRADING SLIGHTLY SANDY SURFAC£ ELEWATION

+2 I3.3 I BORING 236 ML BROWN CLAYEY SI L T WI TH SOMf ORGANI C MATTER TOPSOIL ML-GP REDDISH-BROWN CLAYEY SIL T WlcH ROCK FRAGMENTS TOP OF ROCK 7~'

B RUNSW I CK SHAL E REDDISH-GRAY VERY FINE-GRAINED SANDS TONE REDDISH-BROWN SIL TSTONE-SLIGHTLY WEATHERED TO 13~'

GRAD I NG MORE MASS I VE AND HARDER SYI/BOLS 55%-10%

10 100%-60%

50 20 30 -

60--...........---

LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

40 DEPTH f3 IN

~

FEET

~

BLOW COUNT o 10-.

42 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
2. For locations of borings,see Figure 2.5-20.

3.

Logsprepared by Dames and Moore.

GRAPHIC LOGS SHEET 17 OF 37 NOTES:

DESCRIPTIONS BECOMI NG HARD MASS I VE vERY SANDY S I L T S TON E POCKET OF SANDY SIL"SIONF 25 '-27 '

~~::~~

~M~O~=~R ON 2-27-70 WATER LEVEL 10 '-4" 01\\

2-23-70 140-LB.

HAMMER

@ 30" FALL NX DOUBLE TUBE CORE PARRfL GRADING WITH FINF SAI,DSTONE REDDISH-BROWN SILTSTONE DEFINIlE CHANGE I N STRATUM

'OP or HOCK AT 3~1 rR'J';SWI CK SHALE RfDD I SH-RROWN SA~:DY S I L TS TONE, MEDIUM HARD AND SLIGH L'y WEA'HERED o

13 ' -4"

~ROWN CLA\\E\\

SIL' WIIH ROCK FRAGMEN'S A~:D ROO'S RED'JISH-GROWI,

'LAYE' SIL BORING 241 SURFACE ELEVATION SYI/SOLS

~ML ML 3

~=

~:'

~~=

.=--=-

-=-:::

_~_f-~_

30%-70%

50~

32%-70%

32%-70%

60-~iroiiiiroI""'-

LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

t-':--=-"

QO%-70%

e--'-~

40~~~~

=10%-70%

~~-~~_,.-----~

I 1"IIr-

')0%-0%

10 100%- 75~6 20-~

100%-90%.

CiO%-IO%

30

=15%-30%

DESCRIPTIONS RORING COMPLETED ON 2-26-70 CAS I ',G TO I 0 I WATER LEVEL ON 3-4-70 140-LB.

HAMMER 30" FAL'_

NY DOU8LE TUBE CORE BARREL REDD I SH-BROWN SANDY S I L TSTONE REDD I SH-GRAY VERY F I NE-GRAI NED SANDSTONE, VERTICAL clOINTING THROUGHOUT SCATTERED HIGH ANGLE CALC I TE FILLED JOINTS TO 37' SL I CKENS I DES

@ 45 DEGREES REDDISH-GRAY FINf TO MEDIUM-GRAINED SANDS TONE REDDISH-BROWN SANDY SILTSTONe 1EDDISH-BROWN CLAYEY SILT WITH SOME "OCK FRAGMENTS REDD I SH-ElROWN CLAYEY S I L 1 WI TH ROCK FRAGMENTS AND SCATTERED LEDGES OF RfDROCK TOP OF ROCK AT 3'

BRL:NSW' CK SHALE REDD I SH-BROWN SANDY S I L TSTONE REDDISH-GRAY FINE-GRAINED SANDSTONE SLIGHTLY WEATHERED TO 10'

-, REDD ISH-BROWN S I L TSTONE 100%-GO%

12 1"11 SYI/SOLS 100%-65%

100%-32%

100%-GO%

50 ----.--..,:::::::::::,.

BORING 239 SURFACE ELEVATION

+239 30--

20 60--...l0.lI....-..1-.-.......

LENGTH OF CORE

RUN, PERCENT RECOV{RY AND R.O.D.

40 -~~+__--t DESCRIPTIONS BOR I NG COMPL E TE D ON 3-4-70 CASING TO 60' WIHER LEVEL

@ 32' -6" ON 3-5-70 NY CORE BARREL USED GRADING WI TH VERY FINE-GRAINED CROSS':"BEDDED SANDSTONE REDO ISH BR WN CLAYEY S I L T GRADING WI TH ROCK FRAGMENTS TOP OF ROCK

@ 5' BRUNSWI CK SHALE REDDI SH-BROWN SANDY S I L TS TONE WEATHERED AND BROKEN TO 6~'

SLIGHTLy' WEATHeRED TO 17 GRAD I NG VERY SANDY SURFACE ELEWATION

+233' BORING 237 SYI/SOLS SRADING WITH LESS SAND SL IGHTLY WEATHERED ALONG CALCI TE-FILLED BEDD I NG.io I NTS

\\

GRAD I NG WI TH SOME FINE SANLl F~""'--~"--REDD ISH-BROWN F I NE-GRA I NED SANDS TONE REDD ISH-BROWN S I L TSTONE WI TH CAI_C I TE-FILLfD BEDDING

~OINTS 10 100%-32%

60-~"""""'-'"

LENGTH OF CORE

RUN, PERCENT RECOVERY 4ND R.O.D.

50 20 40 30 ---

DEPTH f3 IN

~

FEET

~

BLOW COUNT OjU--..~l"!"I"I"l'Ir---"'T""-m~~~=-~~~.,..---

FIGURE 2.5-22

71' BOR I NG COMPLETED ON 4-30-70 CASING TO 10' WATER LEVEL @ 8i l ON 5-11-70 140-LB.

HAMMER AT 30" FALL NX DOUBLE TUBE CORE BARREL BLACK SILTY CLAY TOPSOIL REDDISH-BROWN CLAYEY SiLT TOP OF ROCK AT 5'

BRUNSWI CK SHALE REDO I SH-BROWN SANDY S I L TSTONE WEATHERED GRADING MASSIVE AND HARD AT MIIII9ICE AI..'IOII

+265 1+/-

BORINC3 248 tI LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGI*

SHEET 18 OF 37 FIGURE &1-21 NOTES:

1. See notes on Figure 2.5-22, Sheet 1 for additional.xpl."ltion of logs.
2. For 1000tions of borings,... Figure 2.5-20.
3. Logi pr'Plrld by DImeSInd Moore.

99%-77%

50~"""'-

LI.TIt 0' COIlE 11l/1li.

~EIICIIIT IlEt:tWIIW AIIIJ II. 0. /J.

93%-32%

10---

10 100%-96%

DEPTH IN FEET..

oCOUN, 24/6" DE$CIf/~'~

MASSIVE BELOW 36' 3"

LAYER OF BROWN FINE TO MEDIUM SANDSTONE AT 37' MASS I VE HARD THIN-BEDDED FROM 51'-52' THI N-BEDDED FROM 30'-36" GRADING TO GRAY IN COLOR GRAD I NG TO REDD I SH-BROWN I N COLOR BORI NG COMPLETED ON 5-19-70 CASI NG TO 6' WATER LEVEL NOT MEASURED 140-LB.

HAMMER

@ 30 FALL NX DOUBLE TUBE CORE BARREL REDO I SH-BROWN CLAYEY S I L T TOP OF ROCK AT 3'

BRUNSWI CK SHALE REDDISH-BROWN FINE SANDY SILTSTONE SL I GHTL Y WEA THERED, MODERA TEL Y FRACTURED GRAY FINE TO MEDIUM SANDSTONE HARD REDO ISH-BROWN FINE SANDY S I L TS TONE

HARD, THIN-BEDDED BROWNISH-GRAY FINE TO MEDIUM SANDSTONE HARD REDDISH-BROWN FINE SANDY SILTSTONE HARD

$iJIIf"ACE ELI..,1OIt +253' BORINe 251 90%-20%

10 98%-84%

30 ----

RO 99%-93%

70 ---+-l~

100%-86%

gO 100--......_

LI.TN DF COIlE 11l/1li.

~EIICE/t' II£CWIIW AND 11.0.0.

DEPTH IN FEEr DE$CIf/~r~

WEA THE RED AND BADL Y FRAC TURED B-JOINTS 19' TO 21'3" BORING COMPLETED ON 3-3-70 CASING TO 10' WATER LEVEL @ 10'5" ON 3-11-70 140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL GRADING WITH MORE FINE-GRAINED SAND SLIGHTLY WEATHERED AND FRACTURED MORE F I NE-GRA I NED SAND BORI NG COMPLETED ON 3-3-70 CASING TO 8' WATER LEVEL @ 17' ON 3-11-70 300-LB.

HAMMER

@ 24" FALL NX DOUBLE TUBE CORE BARREL HIGHLY FRACTURED B-JOINTS AND VERTICALS AND SLIGHTLY WEATHERED BETWEEN 43' AND 44' SL I GHTLY WEATHERED AND FRACTURED B-JOINTS 46' TO 47' GRADI NG WI TH LESS SAND SLIGHTLY WEATHERED AND BADLY FRACTURED FROM 38' TO 45' B

WN SILTY CU,)

WITH REDD ISH-BROWN CU, YE Y S I L T FRAGMENTS TOP OF ROCK AT 3'

BRUNSWI CK SHALE REDD ISH-BROWN S I L TS TONE WI TH CALCI TE-HEALED JOINTS HIGHLY FRACTURED REDDISH BROWN CLAYEY SILT WITH ORGANI C MATTER AND ROOTS GRADI NG WI TH ROCK FRAGMENTS TOP OF ROCK AT 5'

BRUNSWI CK SHALE REDO ISH-BROWN S IL TSTONE PARTL Y WEA THERED AND HI GHL Y FRACTURED B-JOINTS 10'-16' BORINe 248 BORINC3 247 ML

=I 70-LI.TIt

()F COIlE INII.

~EIICI/t'

/I£CtW£/W AIIIJ II. 0. 0.

RO 100%-57',.0 30 100%-70%

40 100%-70%

50 100%-99%

SO LI.TIt DF COIlE 11l/1li.

~EIICE/t'

_CWEII.,

AND 1f.00D.

100%-0%

10 100%-41%

SO 100%-71 %

10 100%-50%

DEPTH

~

IN FEEr

I aow o COUNr~....._

.....~!,!,!!!,,!,,!!!!,!,!,!!~~~~~~__

9 48

".. ~H~---f DEPTH IN FEET BOR I NG COMPLE TED ON 5-8-70 CASING TO 10' WATER LEVEL @ 61' ON 5-1 1-70 140-LB.

HAMMER AT 30" FALL NX DOUBLE TUBE CORE BARREL BORI NG COMPLETED ON 5-7-70 CASING ro 10' WATER LEVEL ON 5-11-70 140-LB.

HAMMER AT 30" FALL NX DgUBLE TUBE CORE BARREL REDO I SH-BROWN SANDY S I L TSTONE HARD GRAY ISH-BROWN SI L TY SANDSTONE HARD 2"

THICK SHALE SEAM AT 27i' B

WN CLAYEY S I L T WI TH OCK FRAGMENTS S TIFF TOP OF ROCK AT 4l' BRUNSWI CK SHALE REDO I SH-BROWN SAND Y S I L TS TONE WEA THE RED ROWN S I L T Y SANDS rONE HARD EDDI SH-BROWN SANDY SI L TSTONE HARD GRAY SILTY SANDSTONE HARD BROWN SILTY SANDSTONE HARD REDO I SH-BROWN SANDY S I L TSTONE HARD BROWN S I L TY SANDSTONE HARD REDO I SH-BROWN SANDY S I L TS TONE MASS I VE, HARD BROWN CLAYEY

SILT, SOFT TO THEN ST I FF TOP OF ROCK AT 5'

BRUNSWICK SHALE REDO I SH-BROWN SANDY S I L TSTONE HARD AI"TIOII+251':l:

80fIttNe 24'5 MIIII9ICE AI..'IOII +245' BORINC3 246 i

tI

$O-.............~......

LI.TIt

.,COM INII.

~IICIIIT

~IW MID If.0. /J.

$O-~"'-'"

LI.TII 0' COIlE INII.

~EIICIIIT IlECtwEIW AND If.0. /J.

40----

30--~

30-~*

100%-23%

10 100%-89%

100%-80%

100%-76%

100%-93%

100% -68%

~-~.,.:.

DESCRIPTIONS "DRING COMPLETED ON 5-1?-70

=ASI~JG lO 10' WA 'ER LE'VEL NO 1 MEASURED 140-LB.

HAMMER @ ?O" FALL NX DOUBLE TUBE CORE PARREL SILTSTONE REDDISH-BROWN FINE SANDY SIL'STOloJE HARD BROWN I SH-GRAY SANDSTONE REDD I SH-BROW~I S I L T'y SHALE REDO I SH-r'ROW~J SANDS TONE AT 9t '

,OP OF ROCK AT II' BRUNSWICK SHALE REDDISH-BROWN FINE SANDY SILTSTONE HARD REDuISH-PROWN CLAYE' SI,_T WEA lHtRED SURFACE ELEVATION +24?'

BORING 258 ML SYMBOLS BANDED GRA'i SH-BROWN FI NE S I L TS TONE CALCITE FILLED PARTS P.ANDED GRAY ISH-BROWN S I L TY SANDS TONE

~I~~§~

EDD I SH-BROWN SANDY S I L TS TONE GRAY FINE SANDSTONE NONCALCAREOUS

,ALCAREOUS S I L TSTONE GRA' ISH-BROWN E I NE SANDSTONE REDDISH-GRAY-BROWN BANDED SILTSTONt BANDED GRAY SILTY SHALE "RE'JO I SH-PROWN SANDY CALCAREOUS 2'3S<-OS~

10 50

1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
2. For locations of borings, see Figure 2.5-20.
3. Logs prepared by Dames and Moore.

60-~""""-

LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

NOTES:

30 100%-'11%

20 40 -

DEPrH

3 IN

~

FEET

~

BLOW COUNT 0CJ2-~:-ft'l'!'l'l'l,.....-.....~~~!"'!"'!'-.-~~-.-.."..---

"I 1"'1I s

ONt MASS I iJE HARD REDDISH-BROWN FINE' SANDY SILISTONE REDO ISH-BROWN FINE SANDY S I L TSTONE PRaWN FINE SANDSTONE REDDISH-rROWN FINE SAI;D" SILTSTONE DESCRIPTIONS GRAY SILTY FINE SANDS'OIIE HA'1D AND CALCAREOr,S GRA'iSH-BROWN SIL" SANDS'ONE REDDISH-BROWN C'LA"EY SIL HARD AT 2~'

GRAY FINE TO MEDIUM SANDSTONE r~OWN INE 10 ME6'UrJ SA~JOS10NE 4

TH I CK LA', ER OF BROWN SANDS 'ONt TOP OF ROCK AT 3'

PPUNSWI CK SHALE REDDISH-PROWN FINE SANuY SILISIO~'IE SURFACE ELEVATION

+251' BORING 257 SYMBOLS ML 1-'0'_.

~~.

~::::-=

~=-~

f-'.-==

~~~

3g%-82%

60-70---=

g8%-95%

100%-78%

100%-7?%

80~-

100%-99%

20*~

40~

90 ---1-1'--"-'

100%-92%

110 ----=

g2%-39%

100 ----=

130 _.-

97%-34%

120-I OOJ~-I 00%

140 ----l-!:fiiii4t------1 98%-82J; DEPTH

3 IN

~

FEET

~

BLOW o COUNT 21 1"'1I 3/E"

-~

4?%-n%

10~

DESCRIPTIONS DESCRIPTIONS GRAD I NG MORE SANDY PORING C8MPLEIFO ON 3-4-70 N"

0 10 '

LEVEL (u

14'-4" ON 3-11-70 40-LF.

H!,MMER 30'1

-ALL I'\\Y DOUPLt TPF i~ORt PARPFL GRAD I NG TO SANDY VE R T I CAL FRACTURES FROM 17' TO 28' GRADI NG LESS FRACTURED AND WEATHERtD GRAD I NG LESS SANDY GRADING LESS SANDY REDDISH-PROW'J rLAYF' SIL' WI'H POC~

~R,4GMENTS r o>

OF ROCK AT 5' PRUNSWI CK SHALE REDO I SH-PROWN S ILl STONE' HI GHL' WEATHE'RtD AND FRACl URED

'0 I P RED~ISH-PROWI<

SANDY SILTSTONE HARD FROWG; SI L T' CLA' SOFT TO 2'

RtDDISH-PROWN CLAYE'Y SILl lOP OF RO~K Al 4~1 PRUliSWI SHALt REDO I SH-P ROWN SANDY S ILl S TONt GRr r 1'1 SHA LEA T I '5~, -

1H I N L Y RED DED, MEDIUM HARD GRfl. v F

If\\j~

S,A.NDSTONE f.;1ASSIIJE, HARD SURFACE ELEVATION +270':'

SURFACE ELEVATION

+26g' BORING 254 BORING 255 ML SYMBOLS SYMBOLS 2E%-0%

10 I OOi~-'53%

100%-2E:%

50 --

60-~"""'......I LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

20 40 40 30 ---

DEPTH

3 IN

~

FEET

~

BLOW COUNT o 1Cj-I"'II.=-tI'l'I"I"r'I"r--r---------------

°4 1"'1I DEPTH

3 IN

~

FEET

~

BLOW COUNT o ~- ~""'"~:"""""'............---------......--

DESCRIPTIONS POR I NG COMPLE TED ON 5-12-70 CASING TO 10' WATER LEVEL 140-U-1.

HAMMER AT

?O" FALL NX DOUBLE TUBE CORE BARREL E"

LAYER OF PROWN SANDSTONE AT 2?'

DESCRIPTIONS TOP OF ROCK AT 5'

BRUNSW I CK SHALE REDDI SH-RROWN SAN~Y SI L TSTONE WEATHERED GRADING HARD AT 3~'

GRAYI SH-BRO"lN FINE TO MEDI UM SANDSTOI'\\E HARD REDDISH-BROWN SANDY SILTSTONE HARD 3"

SHALE

'.AYER AT 15~1 LAYER OF GRAy F I Nf SANDSTONE F'<OM

?I~

TO

?2~'

HARD GRAY FINE SANDY S I L TST8NE VERY HARD SURFACE ELEVATION

+24?'

SURFACE ELE""TION

+2?E I BORING 252 BORING 253 SYMBOLS SYMBOLS REDDISH-BROWN CLAYEY SiLT SOFT TO I~',

THEN STIFF lOP OF ROCK AT 5'

EJRUNSWI CK SHALE

'REDD ISH-BROWN FINE SANDY S I L TSTONE

~-n.-.~---L, HARD ElUT MODERATELY FRACTURED

~""'I---4.\\ GRAY ISH-BROWN FINE' TO MED I UM

\\RE~~~~~:~~~W: ~~~~

SANDY S I L TSTONE HARD 50-........~1o..-.....

LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

20 100%-2?%

10 70%-0%

10 100%-43%

30~

40 30 20 40 100%-44%

DEPTH

3 IN

~

FEET

~

BLOW COUNT o

-I-O-I"'II~~...--..~~~~"!"""."!'""'!"'~....-

EI 1"'1I

)

50-.........iiioiooiI..........I LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

ROR I NG COMPLt':TED ON 5-11-70 CAS I NG TO 5'

WAIER LEVEL

@ 10'-E" ON 5-11-70 140-LB.

-IAMMER AT

?O" FALL NX DOUBLE TL'BE CORE BARREL 50**~.L..I.i""'-.....,j LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

PORING COMPLETED ON 5-1-70 cAS II-IG

'0 g' WATFR LE'JEL 0J I'J~I ON 5-11-70 140-LP, HAMMtR @ ?o" FALL NX DO'"PLE TUBE CORE BARREL 150--

LENGTH OF CORE

RUN, PERCENT RECOVERY AND R.O.D.

P*ORING COMPLETtD ON 5-2')-70 CASING

'0 10' WATER LEVtL NOT MEASURFD 140-LR.

HAMMER (a) ?O" FALL NX DOUBLE TUBE CORE "ARREL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 19 OF 37 FIGURE 2.5-22

GRAPHIC LOGS SHEET 20 OF 37 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See no_ on Figure 2.5-22, Shlet 1 for eddition" Ixpl....tion of 1011.
2. For 1000tions of boringa.... Fiture 2.5-20.
3. Logs prepered by Demel end Moorl.

NOTES:

.$C"".T/01116 BOR I NG COMPLE TED ON 5-29-70 CAS ING TO 10' WATER LEVEL NOT MEASURED 140-LB.

HAMMER

@ 30" FALL NX DOUBLE TUBE CORE BARREL BORING COMPLETED ON 5-14-70 CASING TO 10' WATER LEVEL NOT MEASURED 140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL WHITE CALCAREOUS FRAGMENTS AT 30' REDDISH-BROWN FINE SANDY SILTSTONE GRAY FINE TO MEDI UM SANDSTONE GRAY fiNE SANDSTONE HARu REDO ISH-BROWN FINE SANDY S I L TS TONE BROWN CALCAREOUS SANDSTONE FINE SANDS TONt" RED CALCAREOUS FINE S I L TS TONE

$llllFACE ELI..TIOII +259'

$IJIII'II#C6 ILI..TIOII +263' SORINe 263 SORINe 262 REDO I SH-BROWN CLAYEY S I L T WI TH GRAVEL FRAGMENTS BROWN FINE TO MEDIUM SAND LAYER 2'

TH I CK TOP OF ROCK AT 7~'

E:~t::==t:--- ~:~~S::~; :~~~~

S I L TS TONE HARD BROWN FINE SANDS TONE GREEN TH IN-BEDDED S I L TS TONE' t:I..

O~T 58 II 99%-68%

RO 40 -

30

$O-~iiiiI"""""

LI'-TII 0' t:tHIE IfUII.

~11It:EIIT II£CfWI/W AND If.Aa 170 ---&-Iv 100%-100%

100%-98%

DEPTH IN FEET 200-I~OJ-IOO%

-210-LI.-TII fJ' COM IIUII.

H1It:11IT

~IW Alii) If. AD.

".0-100%-97%

./#TH IN FEET a.DW COUNT BROWN FINE TO MEDIUM SANDSTONE REDO ISH-BROWN FINE SANDY S I L TSTONE INTERLAYERED WITH SANDSTONE GRAY FINE TO MEDIUM SANDSTONE GRAY FINE SANDY SILTSTONE GRAY FI NE TO MEDI UM SANDSTONE GRAY SILTY SHALE REDDISH-BROWN SANDY SILTSTONE REDDISH-BROWN FINE SANDY SILTSTONE GRAY SILTY FINE SANDSTONE GRAY SILTY FINE SANDSTONE GRAY FINE SANDY SILTSTONE YELLOWISH-GREEN CLAYEY SILT WEATHERED TOP OF ROCK AT 5'

BRUNSWI CK SHALE GREEN SILTY SHALE MJIIII'I/IJC6 ILI..TIOII +263' SORINe 282 LI.-,."

fJ' COIlE IIUII.

~11It:11IT

~IW AIIIJ 1f** A 70 100%-88%

100%-89%

110 100%-92%

100 I~O

-/$0 140-~

100%-97%

DEPTH IN FEET..

o ()OUNT 60/~~ I SANDSTONE HARD AND SANDY SILTSTONE BOR I NG COIM'LETED ON 5-5-70 CASING TO lor WATER LEVEL 0 24}'

ON 5-11-70 P!*O-LB.

HAI.M:R AT 30" FALL NX OOUBLE TUBE CORE BARREL BORING COMPL'::TED ON 5-4-70 CAS ING TO gr WATER LEVEL @ 20' ON 5-11-70 140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL BROWN SI L TY SANDSTONE REDO I SH-BROWN SHALE BROWN SANDS lONE HARD BROWN FINE TO MED I UM SANDSTONE HARD BROWN FINE SANDY S I L TSTONE HARD BROWN CALCAREOUS SHALE MJ1IIIftt:I AIWrItJII +278't

~ ILI..TIOII

+269' SORINe 2eg SORINe 260 BLACK CLAYEY SILT TOP SOIL TO I~'

REDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS STIFF TOP OF ROCK AT 4'

tI!i.......--.... \\

BRUNSWI CK SHALE REDDISH-BROWN SILTSTONE HIGHLY JOINTED AND WEATHERED GRADING TO HARD ROCK AT 8~'

BROWN SANDSTONE HARD THIN BEDDED BROWN SHALE SOFT REDDISH-BROWN SANDY SILTSTONE HARD ROWN SILTY SANDSTONE HARD REDO I SH-BROWN SANDY S I L TSTONE HARD

'SHALE LAYER FROM 23-24'

$0-LI.-,."

0' t:OIM IIUII.

H1It:11IT

/I£CtJW/fY AIID If.AD.

BROWN S I L TY SANDSTONE HARD

===~;'G::~I :~:~:~~~E SHALE HARD RED SANDY S I L TSTONE I'

RED SHALE:

NON CALCAREOUS REDO I SH-BROWN SANDSTONE HARD S!I SI L TY CLAY SOFT REDDISH-BROWN CLAYEY SILT STIFF TOP OF ROCK AT 2}'

BRUNS.' CK SHALE EDD I SH-!IROWN SANDY S I L TSTONE HARD BUT FRACTURED REDO I SH-8ROWN SHALE MED I UM SOF T 22%-0%

10 98%-44%

85%-42%

$0-LI.-,."

0' COIlE IIUII.

H1It:IIIJ'

/l£CtJWIW AIID If.AD.

98%-84%

30 40 100%-83%

IlEPTH IN

'EET..

o ()OUNT

-g-II 68 II FIGURE,..

DESCRIPTIONS GRADING SANDY BORING COMPLETED ON 3-25-70 CASING TO 10' WATER LEVEL 140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL TOP OF ROCK @ 6~'

BRUNSWI CK SHALE REDDISH-BROWN SLIGHTLY SANDY SILTSTONE WEATHERED AND BROKEN TO 8 1 SLIGHTLY WEATHERED TO II~'

GRADING VERY SANDY GRADING LESS SANDY REDD I SH-BROWN CLAYEY S I L T Wi TH ROCK FRAGMENTS SIJRF'AC£ ELEVATION + 220' BORING 275 SYMBOLS NOTES:

100%-60%

100%-52%

70%-20%

10

1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
2. For locations of borings, see Figure 2.5-20.

3.

Logsprepared by Dames and Moore.

60--

LENGTH OF CORE RIJN.

PERCENT RECOVERY AND R.O.D.

30 40 DEPTH 13 IN

~

FEET

~

BLOW o COUNT 21

~~TTI'I'Tr--.,..~~~~~~~'e""!!!"!"!'"'~~~~-

')g

~

DESCRIPTIONS DESCRIPTIONS GRAD I NG SANDY BADL Y FRACTURED FROM

,8~'

TO

,g~'

BOR I NG COMPlE TED ON 3-24-70 CASING TO 10' WATER lEVEL @

'OO-LB.

HAMMER @ 24" FALL NX DOUBLE TUBE rORE BARREL GRADI NG HARDER AND LESS FRACTURED GRADI NG LESS WFflTHERED AlID FRAC lURED WFA IHFRED AI,D HI GH_'

FRAC TIJRED FROM 41~1 r o 43 1 REDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMEN TS TOP OF ROCK AT 3'

BRUNSWI CK SHALE REDD ISH-BROWN S I L TSTONE WEATHERED AND FRACTURED TO 161 SIJRF'AC£ ELEVATION +207 r SIJRF'AC£ ELEVATION +21 7' BORING 273 BORING 274 REDD I SH-BROWN CLAYEY S I l T

WI TH ROCK M L F RAGMEN TS TOP OF ROC K A 1 5'

BRUNSWI CK SHALE REDD I SH-E'ROWN S I l TST:JNE-H I GHL Y WEATHERED AND FRACTURED TO 25 1 SYMBOLS ML SYMBOLS 100%-0%

10 50--

LENGTH OF CORE RIJN.

PERCENT RECOVERY AND R.O.D.

40-~."

30 -

30 20 20 100%-47%

100%-')0%

100%-20%

DEPTH f3 IN

~

FEET

~

BLOW COUNT o -cr""mTI'~'"~~~~~~~~~~''

44

.....JJ.+4If--.....;.~

DEPTH f3 IN

~

FEET

~

BLOW COUNT o 12-.--iI'~"",,"-..-oII""'-------------

DESCRIPTIONS BORING COMPLETED ON 3-12-70 CASING TO 10 1 WATER LEVEL @

300-LB.

HAt-IMER @ 24" FALL NX DOUBLE TUBE CORE BARREL BADLY WEATHERED, FRACTURED, DECOMPOSED AND POROUS FROM

,0' TO 33' GRAD I NG WI TH LESS SAND GRADING WITH MORE FINE-GRAINED SAND PARTL Y WEATHERED, HI GHL Y FRACTURED FROM 40' TO 50 1 DESCRIPTIONS REDDISH-BROWN FINE TO MEDIUM SANDY AND CLAYEY S IL T GRADI NG WI TH ROCK FRAGMENTS TOP OF ROCK AT 5'

BRUNSWICK SHALE REDDISH-BROWN SILTSTONE WEATHERED AND FRACTURED TO 10' VERTICAL FRACTURE FROM 7' TO 10*3' GRAYISH-BROWN SILTY FINE TO MEDIUM SAhlDSTONE VERY HARD REDO IsH-BROWN S I L TS TONE HARD GRAY ISH-BROWN S I L TY FINE TO MED I UM SANDSTONE VERY HARD VERTICAL OPEN FRACTURES FROM 22*5' TO 2"3',

23.3' TO 24.E',

25.5' TO 26.5' REDDISH-BROWN SILTSTONE HARD GRAY FINE TO MEDI UM SA,NDSTONE VERY HARD GRAD I NG TO FINE TO COARSE SANDSTONE HIGH ANGLE FRACTURES FROM 3E.E' TO 3E.g' AND 3g*')'

TO 40.0' REDDISH-BROWN SHALEY S'LTSTONE HARD

,RAY FINE TO COARSE SANDSTONE-HARD REDD I SH-BRDWN CLAYEY S I L T WI TH ORGA~IC MATTER TOPSOIL GRADING WITH ROCK FRAGMENTS TOP OF ROCK AT APPROX*

4' BRUNSWI CK SHALE REDD ISH-BROWN S I L TS TONE HI GHL Y FRACTURED, PARTLY DECOMPOSED, BADLY WEATHERED TO 22' SIJRF'AC£ ELEVATION

+228' SURF'ACE ELEWATION +202 r BORING 272 BORING 271 ML SYMBOLS SYMBOLS 30%"0%

10 100%-20%

50 -.....L..I........."""--......

LENGTH OF CORE RIJN.

PERCENT RECOVERY AND R.O.D.

20 30 ------

20 gO%-30%

40 DEPTH f3 IN

~

FEET

~

BLOW COIJNT O~

46

~

DEPTH f3 IN

~

FEET

~

BLOW COUNT o ----tI"I"I'm"II""-...,.~~~~~~~~.....--

14

')0

..,;.;:,.,l,W.14--~

o 40 1 I

I f\\I*'

)IL DESCRIPTIONS WI 'H LESS Sfl l ; (

WI TH F I I f\\f"""n SRf\\O I H I ~HL \\

SUOIWfR\\

WU,THfRING AND OCCASIONAL

'rDDIN; PLANF JOINTS "RADI CJG WI TH LESS SfCONDAP WEATHERI[\\JG A[\\JD FRACTURING SURF'AC£ ELEVATION

+ 110 I BORING 270 SYMBOLS 70-80 100%-'/1%

1*1'1'1.-1<'

IOOYo-68%

90---t"'iJ-::

110 10 100 120 -

DEPTH e IN

~

FEET

~

BLOW o COUNTl!"I'T'I"mr__,..._~~..........

130 ~...._.~....-

LENGTH OF CORE RIJN.

PERCENr RECOVERY AND R.O.D.

paR I NG COMPLE TED 01\\

3-20-70 r flS I'JG T:J I, I I WPTFR Lf1jFL ON 30Q-lP.

HflMMER ra: 24" FALL CJY DOUPLF TU8E CORE PflRRFL 50-LENGTH OF CORE RIJN.

PERCENT RECOVERY AND R.O.D.

BORING COMPLETED ON CASING TO 5'

WATER LEVEL @

ON "300-LB.

HAMMER @ 30" FALL NX DOUBL E TUBE CORE BARRE L 60--

LENGrH OF CORE RIJN.

PERCENT RECOVERY AND R.O.D.

BORING COMPLETED ON 3-2')-70 CASING TO 51 WATfR LEVfL OIJ 300-LP" HflMMER 24" FALL OOU8lE TL'PE

-:JRF PARREL LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 21 OF 37 FIGURE 2.5-22

BORING COMPLETED ON 6-12-70 CASI NO TO A

DEPTH OF 3' WATER LEVEL NOT RECORDED 14o-LB.

HAMMER 0 ~"

FALL NX DOUBLE TUBE CORE BARREL REDDISH-BROWN FINE SANDY SILTSTONE BPlOWN CLAYEY S1L T WI TH SOME GRAVEL FILL BROWN S I L TY SAND BRUNSWICK SHALE REDO I SH-BROWN SANOY S I L TSTONE FRACTURED GRADI NG LESS FRACTURED BROWN FINE TO MfD I UM SANDSTONE:

REDO ISH-BROWN FINE SANOY S I L TS TONE BROwN FINE TO 10IIED I UM SANDS TONE:

SORINe 288

=I LIMERICK GENERATINGSTATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGI'~

SHEET22 OF37

1. see notes on Figure 2.5-22, Shlet 1 for

.tditionll expl"'ltion of 1011.

2. For locations of boringa,.. Figure 2.5-20.
3. lOll prepared by Dames and Moore.

NOTES:

DE!'TN IN FEET

&OW o<<JUIIT 12 II 52 II 60%-7%

10 100%-69%

BORI NG COMPLETED ON 6-2-70 CAS I NG TO 6'

WATER LEVEL NOT MEASURED 140-LB.

HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL GRAD I NG REDO ISH-BROWN GRADING TO GREEN SILTSTONE AT 30' BOR' NG COMPLETED ON 6-16-70 CASING TO A DEPTH OF 6' WATER LEVEL NOT RECORDED 140-LB.

HAMMER AT 30" FALL NX DOUBLE TUBE CORE BARREL REDDISH-BROWN CLAYEY SILT TOP OF ROCK @ 6' BRUNSWICK SHALE REDO ISH-BROWN FINE SANDY S I L TSTONE GRAY ISH-BROWN FINE TO MED I UM SANDS TONE REDD'SH-BROWN FINE SANDY S I L TS TONE REDO ISH-BROWN FINE SANDY S I L TS TONE BROWN FINE TO MED I UM SANDS TONE GRA Y ISH-BROWN FINE TO MED I UM SANDS TONE GRAYISH-BROWN FINE TO MEDIUM SANDSTONE REDO ISH-BROWN FINE SANDY S I L TSTONE REDDISH";BROWN FINE SANDY SILTSTONE BRUNSWI CK SHALE REDO ISH-BROWN FINE SANDY S I L TS TONE MODERATELY FRACTURED BROWN S I L TY FINE SANDS TONE SLIGHTLY FRACTURED

$IJ1III'M:E AI*TItJII

+ 166

  • 60' SORINe 28e eO"INe 284 cI 60-LI.TIt

(), COIlE 1IUIt.

~EM:EIIT HCtIWIW AIID If. 0. /J.

60 100%-74%

10

.-.=....""

10 40

.0---........-1 LE.TIt fJ' COIlE Ifllll.

~EM:EItT If£t:tWEIW AND If. 0. /J.

DE!'TN IN FEET IJE~TN =

itEr I

&OW oCOUNT

$Y,~W<<r--_$...,~~~~~~~

CLAYEY SILT T ACES OF PEAT SILTY CLAY HARD SILTY CLAY HARD GRAD I NG MORE SANDY GRADI NG LESS FRACTURED BOR' NG COMPLETED ON 3-27-70 CAS I NG TO 3' WATER LEVEL @

ON 300-LB.

HAMMER @ 24" FALL NX DOUBL E TUBE CORE BARREL GRADI NG LESS SANDY WATER LEVEL NOT MEASURED BOR ING COMPLETED ON 3-30-70 CASING TO 10' WATER LEVEL @

300-LB.

HAMMER @ 24" FALL NX DOUBLE TUBE CORE BARREL GRAOI NG LESS WEATHEREO ANO FRACTURED 30 DEGREE SL I CK!::NS I DES AT 23' GRAD I NG TO VERY SANDY ED SH CLAYEY S I L T WI TH ROCK FRAGMENTS GRADING WI TH MORE ROCK FRAGMENTS TOP OF ROCK AT 6' BRUNSW I CK SHALE REDO I SH-BROWN SANDY S I L TS TONE WEATHERED AND FRACTURED TO Ig'G" LAYERS OF DECOMPOSED ROCK FROM 14'-15' AND 16'-17'

$IJ1III'M:E AltaTltJII

+247' SORINe 27Q SORINe 278 SORINe 281

  • cI

=I 81%-12%

&OW o<<JUIIT 8

123 90%-10%

10 35%-0%

10 100%-16%

~o 100%-54%

100%-80%

~O-..A.II""""'

LE.,."

O'CO<<

IIUII.

~EM:EIIT MCtWEIW AIIIJ ". 0.1J.

0-10 ---

10 100%-41%

'10-LE.TIt 0' CtHI£ 1IUIt.

~EM:EIIT MCtNEIW AMI} If. 0.1J.

DE!'TN IN FEET DE!'TN IN FEET DE!'TH IN FEET S I L T WI TH ROCK REDO ISH-BROWN F I NE-GRA I NED SANDS TONE REDO I StI-BROWN S I L TSTONE MASS I VE AND HARD GRAOI NG VElilY SANOY IlROWN CLAYEY SILT T "SOIL REDDIS....IlROWN CLAyEY SILT WITH ROCK FRAGMENTS TOf' OF ROCK AT 6' BRUNSWI CK SHALE REDO ISH-BROWN SL I GH TL Y SANDY S I L TS TONE BADLY WEATHERED TO 8' GRADI NG MORE COMPETENT AT 8' BORING COMPLETED ON 3-27-70 CAS I NG TO 10' WATER LEVEL @

ON 3OO-LB.

HAMMER @ 24" FALL NX DOUBLE TUBE CORE BARREL BOR I NG COMPLE TED ON 3-26-70 CAS'NG TO g' WATER LEVEL @

3OO-LB.

HAMMER @ 24" FALL NX DOUBLE TUBE CORE BARREL GRAD I NG LESS SANOY TOP OF ROCK AT 4' BRUNSWI CK SHALE REDO ISH-BROWN SANDSTONE-H I GHL Y FRACTURED TO 20' RE DO ISH-BROWN S I L TS TONE -SL I GH TL Y WEATHERED WI TH MODERATE FRACTURI NG REDO ISH-BROWN S I L TSTONE RED'O I $H-BROWN SANDSTONE

~ AI..,.,. +223' SORINe 27e SORINe 277 i

=I

.0--

., COIlE IIUII.

~EM:EIIT

<<t:fJW1W A/IIIJ If.* /J.

sa :-:

LE.,."

", COIlE IffIII.

HM:EIIT

<<t:fJW1W AIIIJ If.* /J.

99%-45%

'10-""""'"

10 IJE~TN IN

'EET-0 DE!'TN IN FEET FIGURE...at

WELL DESCRIPTIONS FRACTURE ZONES SAfWS TONE AQU I FER ZONE RED SANDSTONE REDD I SH-8ROWN S I L 1S TONE REDDISH-BROW" SILTSTONE SYMBOLS CL RED CLAYEY SI L T AND OCK lORA

...............---1 REOD I SH-rROWN S I L T STONE LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-22 GRAPHIC LOGS SHEET 23 OF 37

1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
2. For locations of borings, see Figure 2.5-20.
3. Logs prepared by Dames and Moore.

90 60--

/50 T.-

I,........--

......j

/20--

/80-NOTES:

2/0 270-240 BORING 301 - LOG OF TEST DEPTH IN SURFACE ELEVATlON+2!4'1 FEET DESCRIPTIONS I!RrD ZONF GPA [j I SAf.'DS r or:r BOR I NG COMPLETED 01:

r 0-E:-70 CASING USED TO A

DEPTH or

'3 1 BELOW RIVER BOTTOM

'OO-LB.

HAMMER (iiJ 21; "

FALL NX DOUBLE TUBE COR" BARREL REDDlsrrEROWN SILTSTONE

  • 'ED SAI:DS rONF TOP OF ROCK @ 3' PELOW RI vU, PO T10M

~RU"5WI CK SHALE REDD I SH-RROWI; SAI;DY S I L TS TONF WEATHERED TO 17' BELOW RIVER BOTTOM WATER RIVER BOTTOM REDDI SH-PROWI'J SI L TY SAfIDY GRAVEL

$II1tFAC£ ILI,.TIfJII RIVER BOTTOM

+/05.8 ' ;1:

SORINe 302 SYMBOLS CL RFD rLAVF" S I L T

AND ROCK FRAGMElnS

~~....--~

REDDISH-cc,'0W'!

SIL'SIOI~E 30

/50 60--

2/0-

/80--

IILOW o COUNT

$'1.01.$

28

~

75%/0%

94%/40%

10 g7%/70%

1$

100%/2g%

20 LENGTH OF CORE RUN.

PERCENT RECOVERY AND R.O.O.

240--

270 300----

BORING 300 - LOG OF TEST WELL DEPTH IN SURFACE ELEVATION +230 'i.

FEET DEPTH IN FEET SA~,JO" SILTST01\\JF A 1 DESCRIPTIONS DESCRIPTIONS "INt

'0 MEDlilM SAIJDSiOI'j[

ISH-BROWf\\.'

'LA'.F\\

SIL PORING COMPLETED ON 5-17-70 CAS ING

'0 5'

WA1ER LEVEL NOT MEASURED 140-u" HAMMER

@ 30" FALL NX OOUBLE TUBE CORE B.'\\RREL TRACFS OF SHAL Y ZONES "ORING lED ON h-'3-70

, AS I 'Jli

'0 WA IIR I_F\\iEL NOT Mf-ASllkFD 140-Lfc.

HAMMER (OJ 35" FALL NX DOl,!'LF ILBt CORE FARREL DDISH-r;ROWf\\J Hlfj-PfODfO FINI-SA~jD\\

5 I L T S TO".'f

'RDWI, F I '!F TO MEDiUM SANDS REDD ISH-BROWN FINE SANDy S I L 'S TONE HARD BROWN S ILlY FINE SANDS TONE

VER, HARD REDDISH-PRaWN FINE SAND' SILTSTONE GRAYiSH-BROWN CLAYE' SILT Gf<AD I NG F,ROW~ll SH--, ELLOW lOP OF ROCK A i 4~'

BRUNSWI SHALF BROWN FINE SANDY S I L 1 S10NE HARD "ROWN FINE SANOS TO"E GRAYISH-F'ROWN SANDY SIL ISTONE FINE AND HI GHL Y F RAC T L;RE D PFDDISH-IC'OWI, FI'IE SAr'JD\\

SIL S'()'JE HA.R[J

'-*F'OWlJISH-GRA' filit J)

MFDII!M SAr,DS'OI'I' SURFACE ELEVATION

+2'31' SlIRFACE ELEVATION +20'3I BORING 290 BORING 289 SYMBOLS SYMBOLS

~~/%-2Q%

10

_-----IL P'!'!!!"'".!III---~

50 -----........._..J LENGTH OF CORE RUN.

PERCENT RECOVERY AND R.O.D.

30 40 20

~o--~---_......

LENGTH OF CORE RUN.

PERCENT RECOVERY AND R.O.O.

DEPTH

~

IN

~

FEET

~

BLOW COllNT o 31-1"1I1m'm1lI-""T~~~~~~~~""""----

DEPTH

~

IN

~

FEET

~

BLOW COllNT o -

t'T"'M'",...--r-~~~~-------

DESCRIPTIONS DESCRIPTIONS "ORING COMPLETED ON 6-10-70 CAS ING TO A

DEPTH OF 10'

,,"AT,R LEVEL NOT RECORDED 140-LP.

HAMMER AT 30" FALL NX DOU[;t.E 1UPE CORE BARREL*

"OR I NG COMPLE; ED 011 [-I 1-70 CASING

'0 A

DEP'H OF gl t.ATER LEVEI_

NOT HE,ORDED 140-LP.

HAMMER A'

'30" FALL NX DOUPLE TUPE CORf rARREL REDO ISH-BROWN F I 'JE sA"D' S I L 's 10"F HARD PROWN F IIIE TO MtD I.'M SANDS 'ONE HARD REDDISH-8ROWN rLAYtY SILT WITH ROCK FRAGMENTS BRUNSWICK SHALE REDD I SH-PROWN F I NF SANDY S I L TSTONE HIGHLY WEATHEf<ED HARD AT 8~'

RfDDISH-BfWWN SILTY

'-INE SANDSTONE FRALTlJRED REDD I SH-SROWN FINE SANDY S I L TSTONE SLIGHTLY FRACTU8r:D REDD ISH-BROWN FINE SANDY S I L TSTONE HARD REDO I SH-PROWN f-I NE SAI\\D\\

S I LIS' 01" HARD I<EDDISH-BROWN SILTY FINE TO MEDIUM SANDS TONE HARD FINt SANDS'ONE RtDDISH-PROWN THIN

[,FDDtD SILTSTONt GRAYISH-BROWN FINE 10 MEDIUM SANDS10Nt 8ANDED GRAyISH-RFD SILISTONE WI 'H SL I CKENS I DES GRAY FINE

'0 MEOIUM SANDSTONE HARD PRlJNSWI S.1ALE REDO I SH-PROWN F II" SA'JD\\

S I LSI Oi'it HARD A'

2' SURFACE ELEVATION + 1 71

  • 2g,

BORING 288 SURFACE ELEVATION +

1 a[. 46 '

BORING 287 ML SYMBOLS SYMBOLS 100%-82%

40-~~1---;

30 3

J~iI__---1 100%-51%

~o-~""-

LEN~TH OF CO"E "UN.

PERCENT "ECOVERY AND R.O.D.

so LENGTH OF CORE RUN.

PERCENT RECOVERY AND R.O.D.

40-30 20--

DEPTH

~

IN

~

FEET

~

BLOW o COllN~

~b ~1iliml'--r-------------

DEPTH IN

~

FEET

~

BLOW o COll~T_~~__.,...

1-----------------------~)G()iF""lBrrw~-----------

BOR I NG COMPLETED ON 10-2-70 CASING USED TO A

DEPTH OF 2'3" WATER LEVEL

@ 26'7" ON 10-5-70 300-LB.

HAMMER

@ 24" FALL NX DOUBLE TUBE CORE BARREL WEATHERED TO 8'

_..a'd

  • SAND GRAD I NG OU T @ 17' VERY SANDY @ 43~'

TO 44' VERY FRACTURED

@ 4ot' TO 41,'

FILL CINDERS REDO I SH-BROWN SANDY S I L T TOP OF ROC K @ 2'~"

BRUNSWICK SHALE LIGHT GRAY FI~JF:

GR".INED SANDSTONE GRAD I NG TO REDO I SH-BROWN

~ANl)'.

SILTSTOIljE @ 10'

.... -"--+141.7' ISORtNe 308 i

LIMERICK GENERATINGSTATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CIMPttIC L08I SHEET24 OF37 FIGURE....

1. See notes on Figure 2.5-22, Sheet 1 for addition.1 explan.tion of logs.
2. For locations of borings, see Figure 2.5-20.
3. Loga prepered by D.mes and Moore.

~/64%

NOTES:

100%/'50%

100%/91%

.6 100%/90%

n 100%/100%

/JEI'TH I"

'EET-() 0-.

II"'>>

GRAD I NG WITH LESS SAND BORING COMPLETED ON 10-1-70 CAS I NG USED TO A DEPTH OF ?i' WATER LEVEL

@ 12'4" ON 10-1-70 300-LB.

HAMMER

@ 24" FALL NX DOUBLE TUBE CORE BARREL VUGGY AND WEATHERED @ 29' TO 291' VERY FRACTURED @ 21' TO 22' FILL CINDERS AND SILTY SAND REDO I SH-BROWN SANDY S I L T TOP OF ROCK @/2" BRUNSWICK SHALE REDO I SH-BROWN SANDY S I L TSTONE WEATHERED TO 5~',

VERY FRACTURED TO 4~'

.... -"--+141.9' IIORt" 307 i

100%/6(J'/,

100%/70%

100%/80%

LENTH OF COIlE IIUII.

~EIICE"T MCtWEIW AIIIJ II.0. /J.

BORING COMPLETED ON 9-25-70 CAS I 'lG USED TO A DEP TH OF 5,'

WATER LEVEL NO T RECdRDED 300-LB.

HAMMER @ 24" FALL NX DOUBLE TUBE CORE BARREL GRADING WITH LESS SAND @491 '

BECOMING HARD

@ 35' WEATHERED, BROKEN AND DECOMPOSED 19' TO 27' GRADING WITH MORE SAND@45' SANDSTONE GRADING MORE C::JARSE, SL I GHTL Y PITTED, MORE WEA THERED TOP OF ROCK

@ 15' I I" BRUNSWI CK SHALE REDO I SH-BROWN SANDY S I L TS lONE WEATHERED TO 19~'

GRADING WI TH l.ESS SAND 19~'

BECOM I NG REDO ISH-BROWN S I L TS TONE WI 1H CALCAREOUS I NCL US IONS AND HAIRLINE CALCITE BEDDING FILLINGS*

BECOMING SLIGHTLY SANDY @ 21,'

BECDM I NG LESS SANDY @ 25' BORING COMPLETED ON 9-21-70 CASING USED TO A

DEPTH OF 16 '

WATER LEVEL

@ 6' ON 9-22-70 3OO-LB.

HAMMER

@ 24" FALL

'\\IX DOUBL E TUBE CORE BARREL REDO I SH-BROWN SANDY S I L T TOP OF ROCK @ 5' BRUNSWI CK SHALE REDO ISH-BROWN FINE GRA I NED SANDSTONE WITH SANDY SILTSTO~IE WEATHERED TO 27' REDO I SH-BROWN SANDY S I L TS TONE

........--+140.1' ISORtNe 308

..... "'--'+121.5'

  • "'1.

_da,

  • TOPSO I L REDDI SH-BROWN SANDY SILT WITH ROCK FRAGMENTS LARGE FRAGMENT OF ROCK

@ 2' TO 5' i

i If) 81%/(J'/,

88%/14%

M) 5(J'/,/18%

n 100%/0%

100%/61%.-................

L8ICITM 0,: CORE MIN,NRCI"T MCOYIRY AND ".0.0.

    • da, I'"a r BORING COMPLETED ON 9-22-70 CASING TO 16'3" WATER LEVEL

@ 4'4" ON 9-22-70 3OO-LB.

HAMMER

@ 24" FALL NX DOUBLE TUBE CO'lE BARREL TOP OF ROCK @ 7'9" BELOW RIVER BOTTOM BRUNSWI CK SHALE REDO ISH-BROWN S I L TsTONE WEAn~e:RED ANI' FRACTURED TO 12~'

BELOW R I \\o'ER BOTTOM GRADING GRAYISH-BROWN' 15' BELOW RIVER BOTTOM AND MORE SANDY RIVER BuTTDM REDDI SH-BROWN MEDI UM TO COARSE S I L TY SAND WI TH GRAVEL TOP OF ROCK @ 16' 3" BRUNSWI CK SHALE REDO I SH-BROWN SANDY S I L TS TONE WEATHERED TO 22'

____ -..-- RIVE~ eOTTOM

+105.~'*

.... -"--+23*9'

.oRe" 303 ISORINe 304 ML i

I If) 6 100%/32%

BORING COMPLETED ON 10-5-70 CAS I NG USED TO A

DEPTH OF 9' BELOW RIVER BOTTOM 3QO-LB.

HAMM£R @ 24" FALL 6

LE".,."

fJ' COIM H<<I1Ir

..../W.

~II.*"

1.1.,."

., COIM...

~1I<<1Ir

.-ow/W

~II.""

100%/85%..

nIT-() -,,_:-......-..~11111~--------

100%/47%..

III RET-() "14.

+251.0 1 BOR I NG COMPLETED ON 4-29-70 CAS I NG TO 2' WATER LEVEL NOT ENCOUNTERED 140-LB.

HAMMER @ 30" FALL BORING COMPLETED ON 4-28-70 CAS I NG TO 4' WATER LEVEL NOT ENCOUNTERED 140-~B.

HAMMER @ 30" FALL REDO I SH-BROWN CLAYEY S I L T WI TH ROCK FRAGMENTS STIFF TOP OF ROCK @ 4' BRUNSW I CK SHAL E REDDISH-BROWN SILTSTONE HIGHLY WEATHERED GRADING HARDER AT 6~'

BUT HIGHLY FRACTURED GRAD I NG LESS FRACTURED (SOF T)

REDDISH-BROWN CLAYEY SIL T WI TH ROCK FRAGMENTS FIRM TO STIFF TOP OF ROCK @ 2' BRUNSWI CK SHALE REDD I SH-BROWN SANDY S I L TS TONE SLIGHTLY WEATHERED AND HIGHLY FRACTURED GRADING LESS FRACTURED TO HARD S I L TSTONE

+250.8' ISO"' M-4 ISO"' M-3 i

i ItJ 100%-57%

G4%-12%

....IIC~

SHEET 25OF37 FIGURE LIMERICK GENERATING STATION

.UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See notes on Figure 2.5-22,Sheet 1 for addition.1.xpl.....tion of Iagi.
2. For1000tions of bari,.,.. FiILn 2.5-20.
3. LOll pr.pered by O.."..1nd Mt'Cn.

If) 100%-22%

NOTES:

.!'TN IN FEET aIJW ot:OfJItT 21 45/5"

.!'TN IN FEET

.uJW OCOUltT ROCI(

r

+249.8' SI L TY GRAVEL JI 1,

BORI NG COMPLETED ON 10-6-70 CASING USED TO A

DEPTH OF 9' WATER LEVEL 0 Si' ON 10-6-70 300-LB.

HAMMER 0 24" FALL NX DOUBLE TUBE CORE BARREL

  • CORE LOSS DUE TO GRINDING OF BLACK CLAYEY SILT SOFT REDD ISH-BROWN CLAYE Y S I L T WITH ROCK

.FRAGMENTS FIRM BOR I NG COMPL E TE 0 ON 4-29-70 CASING T04' WATER LEVEL NOT ENCOUNTERED 140-LB.

HAMMER @ 30" FALL BADLY PITTED AND WEATHERED@ 36'-37' REDDISH-BROWN SILTSTONE WiTH

lOME F I NE-GRA' NED SANDSTONE 0 39' GRAD I NG MORE MASS I VE TOP OF ROCK @ %,

BRUNSWICK SHALE FRACTURED, 10' TO 15' REDD I SH-BROWN SANDY S I L TSTONE WEATHERED TO 17' VERY FRACTURED, 10' TO 15' TOP OF ROCK @ 4' BRUNSWI CK SHALE REDD I SH-BROWN SANDY S I L TS TONE HARD INFREQUENT HEALED FRACTURES GRAD I NG TO REDO ISH-BROWN S I L TS TONE WI TH CALCI TE STRINGERS' 46' GRAD I NG TO REDO ISH-BROWN F I NE-GRA I NED SANDS TONE @ 42' F I NE-GRAI NED SANDSTONE AT 32 1 TO 37'

+1.41.7' ISO"' 311 i

s

/()

96%/35%

  • 75%/50%

tID GO 100%-72%

16 LI.TIt

., COIlE

. II1II4

~IICI"T

~/W MIll II.eD.

ItJ 95%-53%

IO-~~

94%/26%

LI.Tlt 0' COllI 11l1li.

~IIICI"T 1lECtW1/W AND II.o.D.

.!'TN IN FEET

.uJW oCOUItT 8

VERY FRACTURED @ 47i' TO 4%'

GRADING BLUISH-GRAY AND MORE SANDY

@ 42'

....,u.

RORING COMPI FTFn ON 4-28-70 CASI NG TO 5' WATER LEVEL NOT ENCOUNTERED 140-LB.

HAMMER @ 30" FALL BORI NG COMPLETED ON 9-29-70 CASI NG USED TO A DEPTH OF 18i' WATER LEVEL @ 12i' ON 9-30-70 3OO-LB HAMMER @ 24" FALL TOP OF ROCK 0 18~'

BRUNSWI CK SHALE REDD I SH-BROWN SANDY S I L TSTONE SLIGHTLY WEATHERED TO 22',

VERY FRAC TURED TO 21'

.'J.U' r

GRADES TO SANDY S I L T WI TH ROCK FRAGMENTS AND OCCAS I ONAL CINDERS F'LL CINDERS REDDISH-BROWN SANDY SILT WITH ROCK FRAGMENTS VUGGY e 31' TO 3Ii',

WEATHERED CALCACEOUS I NCLUS IONS REDDISH-BROWN CLAYEY SiLT WITH ROCK FRAGMENTS VERY FIRM TOP OF HIGHLY WEATHERED ROCK AT 5'

BRUNSWI CK SHALE REDO ISH-BROWN S I L TS TONE HI GHL Y WEATHERED TOP OF HARD ROCK AT 8~I MODERATELY FRACTURED BLACK SILTY CLAY WITH FINE TO COARSE GRAVEL TOPSOIL REDDISH-BROWN SILTY CLAY FIRM

+140.4' 1S0"'Ne 310 BORINe M-I i

100%/90%

<<J 100%/35%

LI.,."

0' CtHI£ 1IUfiI.

~IIICIIIT 1lECtW1/W Alii) II. 0. D.

75%-40%

ItJ 16 LI.TIt 0' COilE 11l1li.

~EIICE"T IIICWI/W AND II.o.D.

10 100%/80%

.6 79%/0%

tID I OO%-57'~

  • !'TN IN FEET

.uJW oCOUNT GRADING WI TH SOME FINE SAND @ 55' GRAY I SH-BROWN SANDS TONE FROM 60 '-66' GRADI NG TO DARK REDDI SH-BROWN @ 42 '

BORI NG COMPLETED ON 10-8-70 CASING USED TO '"

DEPTH OF 14' WATER LEVEL NOT RECORDED 3OO-LB.

HAMMER @ 24" FALL NX DOUBLE TUBE CORE BARREL GRADING GRAYISH-BROWN @ 39' GRADI NG WI TH ROCK FRAGMENTS

.JlU,

  • GRADING TO REDDISH-GRAY FINE-GRAINED SANDSTONE @ 35~'

GRAO I NG TO REDD ISH-BROWN S I L TS TONE

@ 47' GRAD I NG TO REDD ISH-BROWN S I L TSTONE

@ 66' BECOMING SANDY SIL TSTONE @ 68~'

TOP OF ROCK @ 10' BRUNSW I CK SHALE REDD I SH-BROWN SANDY S I L TSTONE WEATHE RED TO 24' -6" REDO I SH-BROWN SANDY S I L T

.... """+184.2'

.cRtNe 30Q ML i

86

  • ItJ 100%/0%

6 10 r:-

94%/33%

100%/57%

., -~F-100%/85%

6tJ 100%/70%

.0 1~/90%

70

'16/6 0%

100%/46%

16 100%/80%

'R/oo_%_~

100%/100%

7'

SOFT ZONE FROM 15' to 18' DESCRIPTION BilRING COf1PlETED 8-20-71 SILTY SAND, BROWN, FtRf1. IJITrnOCK FRAGllENTS

  • 5.0 - 20.5 SAtlDSTONE. BROWN.

Hl"T'HSlI'fE INTERBEDS OF SILTSTONE.

0.0 - 5.0 BORING 502 5U'flICE ELEvATION 280' so iii~~11I JO

  • 100 ~~g~~~~~~~~

PE1fCENT CQIi£ RECOVERY I~

DPTH IN FEET O....-----r...,..,.T'T"II,....-----------

10 20

    • a"
  • BORING COMPLETED ON 3-1-71 FRACTURED FRGM 8' TO 9' BRUNSWI ex SHALE REDO ISH-BROWN MED I UM BEDDED TO MASS I VE S I L TSTONE TH I N CLAY SEAM (60 DEGREE FRACTURE)

REDO I Sri-BROWN MED I UM TO TH I CK BEDDED SI L TSTONE THIN CLAY SEAM THIN CLAY SEAM THIN CLAY SEAM 0 13' (60 DEGREE FRACTURE)

REDO ISH-BROWN F I NE-aRA I NED WlSS I VE SANDSTONE SORINe 402

......... +179' STATION: N 6~9 E 4072 LC".TN 0' C()II£ IIIJItI.

~CIICCIIT IICCtNCIW AND If. 0. /J.

BRUNS. I CK SHALE REO TH I CK BEDDED S I L TSTONE BECOMI NG MEDI UM BEDDED CLAY SEAM BOR I NG COMPLETED ON 2-25-71 REDO ISH-BROWN F I NE-GRA I NED WlSS I VE SANDSTO'NE SOME CLAY IN JOINTS BORINe 400

........ +160.9' STATION: N 603' E 3772

.,.a,

  • LC"'TN 0' COIlE

~CIICE1IT IlEt:tW'IW AIID II.* A LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

1. See notes on Figure 2.5-22, Sheet 1 for Idditionll exptlnltion of logs.
2. For 1000tionsof borings,.... Figure 2.5-20.
3. Loga preplrld by Dimes lind Moore.

NOTES:

CORE BADLY BROKEN FRat1 14' to 21' DSCRIPTION 0.0 - 5. 0 SILTY SAND, BRO\\olN, FIRt1. HITH ROCK FRAGMENTS.

5.0 - 26.0 SANDSTONE,

BROWN,

~NED, HIGHLY JOINTED: WEATHERED TO DEPTH OF 9 FT.

BORING CtJ1PlETED 8-20-11 BORING 501 SuRFACE ELEIotUION 280' lEPTH IN FEET 0-----.........,.......,,....-------------

~

~#i;H~~

10 - ~ H~~~~~~:!

100

~~~~~~~~~~~~

I$~liiiliiiilii 20-HHH 2$ :-111111111111 PERCENT ceRE RECOVERY SOME VERTI CAL FRACTURES WI TH CAC03 FILL I NG VERT I CAL HIGH ANGLE FRACTURES FROM 8'

TO 12' BORING COMPLETED ON 2-26-71

-(BLOCKAGE PREVENTED RECOVERY OF LAST RUN)

BRUNSW I CK SHALE TH I N TO MED I UM BEDDED REDO ISH-BROWN S I L TS10NE i"

CLAY SEAM REDDISH-GRAY FINE-GRAINED GENERALLY MASS I VE SANDSTONE ISORiNe 401

..... -"--+174' STATION: N 6013 E 3862 m.'tL.

~.a" r

LC".TN 0' COIlE 1fUIII.

~CIICCIIT

<<CtW£IW AM II....

1e&-I-OO%--:-*........-

....II!I!!'I"I'!'I'!"i'!'I"!"'~~----

100%-100%

GRAPHIC L08I*

SHEET26 OF 37 FIGURE UII

L-j L-2 L-3 L-4 L-5 Si It; cloyey si It (ML).

Overburden, undifferentioted.

Fill.

Sand.

Sandy gravel (GM).

Silt with siltstone frogments or boulders.

Sandy silt (SM).

Silty clay. sond and gravel; clayey sand(SC).

Si Its tone.

Si Itstone ond soil; siltstone and sandstone.

Clay(CL).

Sandstone.

EXPLANATION I J Shale.

[J]

[IIII))

~

ItJd:illl

[fill*

~

~

~

o

~

(AUGERHOlE,NOSAHPlES)

REFUSAL AT 17.0' GRAD£STO~@lO.O' 12.5' -lS.O'SHAlE:

WEATHERED, SOFT.

15.0'-2S.0'SAHDSTONLGAAYBROWN, HIGHLVFRACTLRE'DPARAITElTDBEDOING.

SHALE PARTINGS L-IO o

Schuvlkill Pump Structure 10

,J 25 15

=PO':to Schuylkill Pump Structure 0.0' -l2.S'SIlT:

ClAYEYAfll SANOY WlTH SlJltEGRAVElS STARTING AT9'.

REFUSAl@18.5' (AUGEPHOlE.NOSAMPlES)

HIGHLY WEATHERED ROCKliI 13.0' 14.0' 14.0' -24.0' SANDSTONE:

fINE-GRAINED, HARO,liilOroTrLY FRACTURED PARALLEL TO BEODII~G, OCCASIONAl VERTICAL JOINTS.

AVERAGE CORE lENGTH ISABOllT4 INCHES

""0 L-9 Elev.90.9\\

15 10 20 15 o Schuvlkill Pump StructureI 0.0' - IB.5' SILL SANOVANOCLAYEY 5

WITH OCCA5IOtWGRAV£L BELOW 11.0'.

10 82\\,o 5chUVlkill,pu~pStructure 0"

0.0' 12.0' -15.0'GRADESTOSHALEAND SIlTSTON!:

W£ATHERE.IJ --

15.0' -25.0'SAHDSTONL VERY FINE-GRAINED,HJJmllIiHSHAlE PARTINGS.

MOOERATElYJOINTED

~:~~~E CORE LENGTH IS ABOUT

~

L-8 Schuylkill Pump Structure 25 SChuVlkl1lPump Structure o~

00' BOSILTCLAYEYANOSANOY WITH TRACE OfGRAVEl 5

80 120 SHALE Hlf.HlY WEATHERED 10 REFUSAL AT 120 AUGER HOLE SANDYSILT

CLAYEY, 12.0' -22.0'SAHOsTONE:

REDHIGHLY W£ATHEREO,WITH SOFT SHALE PARTINGS 0.0'-12.0'SILT:

CLAYEYAHOSANOY WITH GRAVEL BITOWa' 11.0' -14.0'GRADEsTOSANDSTONE, WEATHERED 14.0' -24.0'SANOSTOftE:

REO, VERY FINE-GRAINED. HARD, WITH SHALE PARTINGS.

P<<)OERATELYFRACTURED j~~~LEL TO BEDDING.

ONE VERTICAL L-7 Schuylkill Pump 20 15 15 20

=1001 o

SchuVI~ill :u7Structure 0.0' 0'"

13.0'-23.0'~:RED.VERY FINi-GAAlNEO. HARD, JIODERATElY

~~~~'AT~~S TO GRAY, "'EDIlJII 15.2'-35.2'SANDSTONE:

RED, VERYFIN£-GRAI~THINSHAlE PARTINGS.

fll)DERATElYFRACTUREO PARALLEL TOGENTLY DIPPING BEDDING.

aCCASIOIMlYERTTCAL JOINTS.

AVERAGE CORE LENGTH 81MCHES

~~~~ERE~~.2' GRADES TO SANDSTONE:

L-6 10 15 25 10 15 35 20 lCIQI o

Schuylkill Pump5tructure O.O'-11.0'ClAYEYSIlT

-7.0'CLAYEYSILT

~:HIGHlYWEATHERED Lithology

[Ie,.

87 _

Elevation,bottom of hole For location of borings, see Figure 2.5-20

~:re::~~ core W-6 --- Hole number recove7~"

Elev. 104 _- Elevation, top of hole Schuylkill PumpS~

.-- Site Structure Depth in feet -0 where dri lied Location and type of soil sample W-2 20

=100%o Schuylkill Pump Structure 0.0' -7.6'SIlT:

SAHOY,DENSE WITH OCCASIoNALSMAlL GRAVEL 7.6' -27.6' SHALE:

RED, THINLY BEDDED, P<<:lDEMfITY fRACTURED PARAllELTONEAR-HORIZOHTAl REDOING.

25 8.0' -28.0' SANDSTONE:

RED, VERY FINE-GRAINEO~SLIGHTlY COARSER AHO GRAY AT 13 FEET.HARO, P<<:lOERATElYJOINTEO.

W-I 10 20 15 2 5

= 1OO~o Schuvlktll Pump Structurs 0.0' -8.0'SILT:

DENSE,SANOY WITHOCCASIO~SMAllGRAVEL L-14 Elev.141

~'~'-~:;:'-;:~~::::;~~.~..

10 (AUGER HOLE, NOSAMPlESl (AUGER HOlE, NOSAHPlES)

L-13 Elev.121.5 o Schuylkill PumoStructure 10 20 L-II 0IjSch,VIk;IIP,;'PS"""'"

j/~lIlii;:

0..0'

- 2.0' RAILROADBALLAST 20' -5.0'SHAlE:

RED 5

THIS IS A HAND-DUG PIT.

Elev.138.8 L-12

11I~~o-'._..~,

is

""uSAl.lOO' 10 (AUGER HOlE, NO SAflIlLES)

[lev.l4S.11 W-3 W-4 W-5 W-6 GRAPHIC LOGS SHEET 27 OF 37 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SHAlE REDTO GRAY, 7.0' HARD 0.0' -7.0' SAND S~llGRAVEl-~

10.S'-20.5'SAHDSTOHE:

REO, FINE-GRAINED, WITH Z5iirSOfSHAlE; HARD.

[lev.839 1O.5'-20.5'SANDSTONE GRAY, HARD WITHREOSHAlE~P<<:lO£RATElY FRACTURED

=1~ev.l04 o Schuylkill Pump Structure 0.0' -10.5'SAtIJ:SILTY,sOME SHAll GRAVEl~-

I s 100 9.0'--19.0' SAJl)STONE:

GRAY TO REO, VERYFINEGRAllt1r1iiTTHSHAlEPARTINGS.

HARD, MlDERATELY FRACTURED 10

= 1001o SChuylkill Pump Structure a.o'-9.O'SANO*

SILTY, DENSE, RAHOOMGRAVEr-FIGURE 2.5-22

5-1 5-IA 5-18 5-3 5-4 For uplanatlon of symbols,s" snoo' 27, Figuro 2.~-22.

1.O'.Ir.5'S1LTY......:

"::D_

GRAPtftC Local':

SHEET28 OF 37

'0

'I 5-10 LIMERICK GENERATINq STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT O.O'-Z,"!!!!I!

Z.s'-7.0'SILTY __ 1M!!I!.

2.

For location of borings.so.

Flguro 2.~-20.

II 10 10 10 40 II (1".115 c.*. *m 01l!lll!!lL!BJ~"

E1..,.101 e.*. *1001 o_~.""""...

0.0' - '.0' CLATH SILT AID-.L

&MYEL SZ.O'-SS.'*SILTST.:.ED,_,

StW.£UIPAIT.--

34.0'ClIlE __*

M.S'-37.0'OPDYlITICM.JOIIY.

LllST!OIIMTUATM.SFtET.

U.S'SMlSTOII£HlSSPECILEAPPEM-AlI:£.

O.O'-14.0SILTYSAtmAllliMVR

'0

, I Elev.72.3 Elev.79 5-12 5-9 10 Elev.99 Elev.123

-'001 o

10

, I 10 II

'0

.0

.1 II 10 10

.0

.0 0.0'

~ 2.0' "TER Z.O'-S.O'SMIl...ftl 5-11

'0 10 0.0'-18.0'ClAYEYSILT:

S-5

'0 El".101

, I 5-8 II Elev.loe

.w.

o lohuyltllllJwmp$tructurw

~aP~3.0~Wts."~T*

'0 10 II I I

.1

£In.,.

C.a. **

o El..,.116 e.*. *10D1 o

SchuyNtill

~: W.~~*~~SLgItY KIlOI. OLWS.

ll1.6*-"'.O'~,SOFT.

47.0' - **.O'u..Hlli....lII!

5O.0'-S1.0'~

1O.0"IIICIISOflZOll£ 34.0'-34.3'SOflZOll£ 5:r~i~=.~~=-

31.0' - *.D'T

~nr.*~'::LEL TO_T DUIE _I*.

ClIlE LntTIO IS

  • IIICII£S. ca:

_YI_EDt£l.OlIS.FtET.

Elev.38

'01 II

'0 El".l71

.,,,0- -

0.0' - 7.0' tufty SILT II

'II

'10

.1 10 110 10

'1 10

.0 110 II II II

  • 1

.0

.0 l'.0'-lt.3'.!!!!l.!I!!l

'0

£1... 75 5-7 flO 10 II Elev.80 10

'I

, I 10 100 II

.0 10 II 10 10

.1

.1 40 II 41

.0 ll... l,.

C.a. *,.

o

[1..... 111 C.*. *l_

0-II

  • .*'- *.** M!....Q,!!.

~o;iO~:L=m~'

201I0ES.

I:i~',~~~:_Y,

___ 1._ NCIl(TS OF SIlTSTtII(.

0.0' - 2.1'

_TER

'."-3.'*SILTYSMIlMDllIlIlYEL

~y:M~~m~"

JOIIYS. _TOll FtET:THO c-.:LEIlII1tSA_.-'OIlICll£S.

~',i':~":c:

y L__ 'I_.

  • .0'

- 33.0' _,

'.D II II II 10 10 5-6 10 10

'I

.0 I'

.0

.1

.1 II III 100 101 110

'I I'

.0

.1 n...

1M c.*. *...*

El.....

l05 C.*. *l_

El... 83 FIGURE.....

T-I-I T-I-3 T-I-5 T-I-7 T-I-9 T-t-II l~~@Y' 256.7 o

UnitlCooU 0.0'

-3.0'OVERBURDEN.

WEATHERED ROCK ANDROCK FRAGMENTS WITH CLAY 3.0'

-30.0' SANJSTOHE:

REO,HARD, FINE-GRAINEDGPAOINGTOSILTSTOHE IMPART.

OCCASIOHAL VERTICAlJOINTS.

CDRElENGTHSAVERAGEl INCH FROMOEPTH S-9.5F£ET; THEN AVERAGE 10-15 INCHES 10 I'

30

=

9;,~ lev.

256.5 o

....ut 1 0.0'

-3.5'OVERBURDEH:

ROCKFRAG-MENTSINCLAy-----

3.5'

-30.0'SILTSTONE:

RED,HARD.

SArlOSTONEIHPART.

OCCASIONAL VERTICAL JOIriTS.

CORElENGTHS AVERAGE 8-10 INCHES 10 I'

20 30 0.0' -4.0' SILTSTONE:

WEATHERED, CLAYEY 4.0'-30.0'~:RED.HARD, SANDSTONE IN PART.

AVERAGECORE LEflGTH 2 INCHES.

BELOW 6 FEET AVERAGE

!NCREASESTOlQ!NCHES.

0.0'-3.0'SrLTST~:

WEATHERED 3.0'-30.0'~:RED,HARD.

SANOY SILTSTONE IN PART, PROMINENT BEDDING.

CORE LENGTHS AVERAGE 2 INCHES TO DEPTH 7'. AVERAGE 6 INCHES i~g~ErB~~o~4;4,~ND AVERAGE 10

-l.S' OVERBURDEN

~~~Y: ~~~T~ T~~a;i~T. RE~C~~~l STEEPLY DIPPING JOINTS.

CORELENGTHS

~~~:~~

~St~~H~~C~~S~' j BELOW 8' 0.0' - 4.0' Q!ERBURDEN 4.0'-7.0'~:GRAY-RED.

MOOERATELYHAROWITHCLOSEHORIZOHTAL JOINTING,JlI)IST l.D'-30.0'SILTSTONE:

WEATHERED.

SOFTT013FE~STOHEIN PART.

JOINTSAREPRIP¥lRILYAlOffG BEDDING WITHAH OCCASIONAL NEAR VERTICAl JOINT.

A\\'ERAGECORE lENGTHS8ELOW 13 FEETIS6 INCHES Elev.226.S T-I-2 T-I-4 T-I-6 T-I-8 T-1-I0 T-I-12 Unit 1 Cooling Tower oI1

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

0.0'

  • 3.5' SILTSTONE ANDSANDSTONE-

'=E=:::"

WEATHERED. CLAYEY.

3.5' - 5.0' BIT RESI~TANCE AT 3.5

~,

FEET. HARD AT 5 FEET.

Elev.252.4 Elev.256.5 Auger Hole oI1 UO"'TF:

T O-

' && _4.0' ROCK FRAGMENTS AND 4.0' -6.0' BECOMES HARD AT 4 FEET 5

REFUSAL AT 6.0 FEET o

Unit 1 Cooling Tower 3.5' FEET o Unit 1 Cool; 3.0'OVERBURDEN SILTSTONE Unit 1 Cooling Tower o [I'~""~~

0.0'

_ 2.0' OVERBUR~:

CLAYEY

-=-

2.0' -6.0' SILTSTONE: BECOMES

=

VERYHARDAT~

=

o UnitlCoo~ngTower IJI

-~

0.0' - 6.0' SILTST(ME:

WEATHERED

~

GRADING TO HAADA'TTFEET.

s

=

T-I-13 T-I-14 T-I-15 T-I-16 T-H7 T-1-I9 I.

For explanation of symbols, see sheet 27, Figure 2.5-22.

2 For location of borings, see Figure 25-20.

0.0'

-4.0'OVERBUPDEN:

CLAYEY SILTANOROC~S 4_0'

-30.0'SILTSTONE:

RED, HARD.

SANDY,SANDST~T.CORE LENGTHS AVERAGED 3 INCHES TQ DEPTH OF 12 FEET. THEN 10-15 JK:HES OCCASIONAL NEAR VERTICAL JOINTS 7.0'

~ 30.0' SANDSTONE:

GRAY, HARD.

~~A~l~.TO REDWi5YSIl rSTONE

~ 96ilev. 253.9 o Unit 1 Cooling Tower 20 30 I'

a.o- -9.5'SOFTZONE 9.5'

- 30.0' GRAY, HARD. BRIITlE GRADES IN PARTTO SILTSTONE 3.0'

-30.0'SANDSTONE:

OARKGRAY

"'lTHWEATHERE~ClAYEYSHAlE MEDIUM TO FINE-GRAINEO.

CORE LENGTJ-l<; AVERAr,E 2 HKHES TO DEPTH FEET, AVERAGE 8 ilKHES BELOl<l s.s 8.5' -30.0' SANDSTONE:

GRAY.

VERYHARD.fINE-GRAINED,BRITTLE.

SITLSTONEIflPART 0.0'

-3.0'SILTYCLAY:

RED WITHROCKfRACiHEiIT'S.~

3.0'-8.5'~:YELLOWISH.

WEATHERED. SOfT AND CLAYEY.

OVERLAIN BY THIN BEDOF DARK GRAY.MEDIUM*GRAINEOSAtfDSTONE 30 0.0'

-3.0'OVERBURDEN:

ROCK FRAGMENTSAN~

3.0'

-S.S'SHALE:

VELLDW,DE-CCftlPOSED,CLAITf 5.5'

-30.0'SANDSTONE:

GRAV, HARD,GRADING~SILTSTONE CCJl.[LENGTHSAVERAGE41NCHESTO DEPTH 11.0.AVERAGE6-10 INCHES BElOW 11.0' Elev.216.0 0.0'

-3.G'OVERBURDEN:

REOClAY ANDROCKFRAGiiifH~.-

3.0'-30.0'..s.I.I..I.SIQf:

SOFTIOfiES TO 9 FEET.

PRIMARILY JOINTED PARAlLEL TO BEDDING WITH AN OCCASIONAL NEAR VERTICAL JOHn SAHOSTONEINPART.

CORElENGTHS AV£RAGELESSTl1AN1 INCHT09 FEET, 4 JNCHES TO 20 FEET, THEN 12 INCHES GRAPHIC LOGS SHEET 29 OF 37 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT 3

Holes 2 through 39A are numbered to indico t e plinth foundation for the Unit I cooling tower wnere hole was drilled 0.0'-20.0'SIlTSTOflE:

RED-BROWN, "fEDILflHARD,~CAlCITE GRAINS

~~~~EN FROM 0.5' 0.0'

-20.0'SILTSTONE:

RED-BROWN.

HEOIlI'IHARD.~ED.SCAnERED STEEPLY OIPPINGCALCIl[-FIllED JOINTS Elev.2Z3.6 20 8

0.0' -20.0' SILTSTONE:

RED-BROWN, MED ru~\\ HARD

  • SCATTERED CAlCITE-FILlED,STEEPLY DIPPING JOINTS BROKEtlALOt,r, NEAR-VERTICAL JOINTS fl 2.1'/'"02.8'.

3/4" HQRIZONTAL CLAY SEAln2.9'

~~~I,:E~i ~~~? 1/2" 5

8-A

'":[r 0.0' -lO.O' SILTSTONE:

RED-BR()iN, MEDIUM HARD.SCATTEIl:ED STEEPLY DIP-PING CALCITE-FILLED JOINTS AND CALCITEGRAINS 4

2*" (SEE NOTE 3)

'99'1; o munlll~~7To....er 0.0'

_ 5.0' SILTSTOHE:

REO-BROWN.

==~_._

.._.==..'.

"'.01"". HARD,~RED.

BROI(EN 99

~~~~

~~? 1/2' 1" PIECES FRO~' 1.0'

-~-

Elev.2417 T-I-20 oill"'"

C,~~ "TOW",

~,-

0.0'

- 4.0'.Fll.l:

CLAYEY SILT AND

_ es ',j,-

ROCK FRAGMEr~rr-

-::-~J:~

4.0'

_ 5.0' 6ILTSTONE

--~

Elev.235 o

Unitl~oo~~ower l];.-.'...-.'-."~C

.*.~-'..:_.:.

0.0'

- 4..0' lliTSTON~

~.~~.-

ANDSOlL 4.0'

-5.0' SILTSTONE T-I-22 T-I-21 T-I-23 Elev.249.3 T-1-I8 o

Unjtl~I~_,Tower

~.;*..~e.

-2.5' ~~'!

2.5'-6.0' EASY DRILLING TO 4 FEH.

BECOMING HARD AT 5 FEET

°mnitlC;;~~TO\\NI!r O.0'-2.0'S-.1I...ISIOUf.

-=~~

2.0'

- 5.0' ::~:~~:

UNW£ATHERED Unit 1 Cooling To_r

°Il:====

0.0' - 3.5' (APPRQX.) SILTSTOII':

-===

WEATHERED, S(K FILL. --

_~

3.5' -5.0' (APPROX.)SILTST.Q.P!~

[lev.

236 FIGURE 2.5-22

17. IMI NCm!)

17A 20 23 23A C.H'."'°tlT-

=

J;.I:i::......~-=

-

ctl.cm "I. _

sm"" OIl'll.

=

.1011lIJ.

."I 10 El..... m.3

£1..... 21'.1 10 11......1

J;.~:.....-:.:

CALCITE.CALCJT'E*F1LLED'lolm.

........**J.O'.

11

_'5.1'*5.4' 10 I'

_115.1'*15.7'.

c.*.*.**

10

£1..... ZH.5 El.v.Z15.5 10 I'

OUolt'~T-

==

~.-~~ o~i:-'

CALCJT'E-e.lU.lOIIlTS.

_".O**J.O*

Y£.nCAlJOItrTS.3** *.4.3'.

~

  • 11.0*!lill1K:

Il£~.

.... STH"" Ill'll. "~I

.2.I*.J.* *.,0.0**,0.I*.

El... 21'.7 10

_'10.7'*11.3'.

LUI_,/I*CLA'/IlICI_1lT Clan** "lItT*

  • 13.".

I'

.,...m.7 c.*. - *. 51......,

l*_LA.... s.i-.

lWCLA'~'1J.I*.13.'*.

_nl_.I"".

10 1lITTlII __ l1.0**11.1*.

10 1......7 C.I.****

o 39A

£1.... 2*. 1 C

.... l~JI'T_

~~~

~~i~~'=CAL 100 -=-

m"", orl'll. CALCITE*FILLED.1011lT

'2.1'.

[1,v.243.1

-. AL__*VDTICAL.101m

.2.S**J.7*;'.2*".5*;'.I**

'.Z'.413.0' -1'.0'.

fllJTTLED,WITMCALCITE.16.6'-

17.0'.

10 II 100

[1'.221.4 39 10 n,,,,.Z".4 UM1C1ieM"1T__

J;uii:':: 1iRb.~

m""'OIl'lI.CALCITE*FILLlO.lOIIlTS.

LOW-.ECALCITICDllTlOFlACTUII

'1'.5'.

~'10.I'*1l.4'.

-"ll.l*-13.Z'1UT

....TII[.O.

35 II El... 210.5 10 10 C.R.- *.*o UNt'~T__

~

J;.:':: 1iHa0.-'=:

_~=

11IlO1/2**Jwmas.1.5**

J.2*.

CALCITELMI__ FlLLEDJOIITS 26 32 11.... MI.I

£1.......

C.*. *'11

~.. ~: JMII:.~:

0

~.' :a~::-:-.

cm.nLLD.ITtDL' Ill'll. JOlm.

_"J.,

1 -3.".

'.4'*

'.1'.

_llIlOl/!'*I*mas.

~ IMMS _, AT_*l1li1*

J.2**4.0*

.... "--S.

IlI.CALCJT'ELIACIlI** 0.5**

2.1'.'0.1'*12.1'.

I.

L_CALCJT'EAL_mE""

10 OIl'lIll.lOm'12.0**12.'*

I'

_llIlOl/2**I*mas.

1*. 2**1*.**.

10 10

£1... nL5 El.v.221.6 For **p1onatlon of symbol** _

.heet 27, FI,ur. 2.5-22.

2.

For location of borln'.....

FllIUr. 2.5-20.

3.

HoI~ 2 thrClUllh 38Ilare nu"'*'-d to IncllcQllt pl"' fllundrltlon for the Unit I cOlli", t_ where hole drilled.

~;..I.:i:: MPL. ::T=-'

SHAl'UftIS._CALCITE LAllI*.

mE""

OIl'll. FMCTUIIS. 1.0' -

  • .** ; /l.0* * '4.0' 1M 15."

1'.0'.

TlACEOFCU'.... ALL O.O*.Z.O'SllTIfITMSILTSlTII

!!M!!I!!!!:

~::i::';"'I~sEO T04.0*."S_'4.0*

IUTHI"'~lIlDaHlTAIIlS SOfT_nl *. O*.

II El.v.247.2 8-7 C.R. -9.o Unit1 0.0'

  • 2.~* IiWllW'WlIiP

~l.

AT 10.0' ~

  • JDU.-

IIITH tCATTDID CALCITE IMIIlS IIlD LAIIIHlI. STH""

OIl'll.

FMCTUIIS

  • 10.0'
  • 12.0'.

..** 1J.O'*14.0'.

1I4'HIAll*..UOIlTALLATI'OF DI~IOCK'14.0*.

_'11.0'*1'.8'

~'20.J**20.I*.

~'21.1'*21.3'WITHSOfTE.

U'U'21.2*.

[\\..... 220.8 8-6

'0 II 10 C.H.*'"

0.... '

8-5

....1 O.O'-Z.O'SIlTWITHSIlTSTIII

!!M!!I!!!l:

~i~~i~s~':--

SILT/CLA'..TlIlTOI.5*.

HI..'IIU_O_U**17.1*.

~:t..~IIU:~"'SCA~.O 10 CALCITE"IIIS.

II 10

_HSOMEllllII-STAlJU** 20.0**

21.0'.

TMCESlLT/IIlCl~

AL.. HIAll-llll12lllTALP\\.M[.21.0*.

II 10

$NI)Y' 29.5' - 3('"0'.

Elev.214.6

~O'SILT~ITHSILTSTOIlE

~i~i~~-::i/

CLAY 10 zr.s TO** 5'. H. Kc:oMESNEDItI'

_.SLIIIm.'IIUTIIUEOEllCUTlKll£

-mi.

1/I"*IWSOfTLA'US,IU**

12.5'.

-._c. ST£EII\\.Y Dl"IIIGJOIITS

'13.1'*11.5'.

".M.ClliST£E"'YDI"IIGJOIm

'Zl."-23.0'.

8-4 10 I I El..... 243.3

£1..... Z12.3 II 10 10 00 c.*. **o lJnIt1e-HntT~

10.0**11.5*~:

~lili.-.:~~* ~::

13.0'*1).5'.14.5'-15.3'.

SLIIHtlYlIEAllIEMO.HNI)I£LClf17.9'.

0.0'-3.0'SILTMIT1lSILTSTW:

!BI!!!!

i:~.~~::ti

_I. _

IICIPT.,.. IIU_O

...T *** '-7.1'......'- *** '.

8-3 8-8 9-9 8-10 8-11 8-12 8Jlv.tICLOCII.

SHEET 30 OF37 LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT I£1.lJI12.0*.I£D--UlIMITOliMY.

NEOItI' tMII)lfl1H SEYPAl STEEPl' OIPPUIliCALCITE-FIllEDJOIm.

O.0'*1.0*SILT!QT1lSJLT~

!!M!!I!!!!:

1.0'*32.S'SILTsrClE:

SOFT.HI"'"

Il[ATHE.OTO~

[1.....

243.4 Elev.210.9 I I 63 10 20 II 10 C.R.-7fIo....,

BELOW 12.0'. RED*IMMI. NEDIlWI HMO LllEATHU£DIIITHSCATTElEOmEkY OI"lllG CALCITE-FILLED JOlIfTS.

.IOIEJIAlClliFlAt:TURE.22.0' -

22.6'.

10 I I 20 II El.....

Z4C.O

  • 1001o UnI11Coo1 Tower

~{S1LTlIITHSILIS_

~~.:~.~ wrTlIE:

SOfT.

-.u:"'IZOlTAlCAlCITElIlMlJW:

'17.0'-22.0' IM*EIIAlOllGYERTICALJOltrT' 25.J**25.'*.

El..... Z45.1 Elev.218.1 10 II 10 II C.R. -941o Unit1Coo1..... Tower 0.0'

  • 1.0' SILTWITH SILTSnIII

~

iJ~~'~ ~:li.s 1ID*_TOIM'.Ht:OIIIOHllll.

....~OElCmASIlITEO:

SCAm.OCALCITIllMlllS.

IID:[JIFROM5.0'-S.5'NI)6.8'-

1.1'.

1/2-HOUZOITAlCLAYEYSllT S£M. 7.0'.

~i~, :A~*.~LOW 6.0,

~1S.o-_.II[DIIIO_

~ITH SCATTUEO CALCJT'E WIllS IIDI£JIFIOI6.0'*7.8'.

SA.Y,1l.8' -12.5'.

USS T1W11/'-

THICK SOITER.NEAR-

"IlCIITAL,LAYEI'16.4'.

.-.u. FROM 17.5' -

19.0'.

0.0'*1.0' SILTWITH SILTS!W

!!!I!!!!!:

n..... Z** 3 10 II 10 LlACM£DCAlCITEAlc.JOIIT.

17.0'-17.* *.

0." *'.0' SIUMI11ISILTSTW

!!!!!II!!!!=....iu~...nt E:r:S

-.e. ~CALCJT'E"IIlS.

ClAYALa. m£kY DI"UIi J1)IITS

'1.1'*1.1'.

..... Alc.mEkYDI"UliJOIITS

'1.1'*7.5':12.0'*12.5';17.7'.

11.4';18.1'*20.0'.

El..... m.4 El... 247.4 10 10 I'

C.*.

  • III o

FIGURE....

8-13 8-14 8-15 8-16 8-17 20 30 O.O'-l.O'SllTWITHSIl!STONE

~GMENTS;

~

1.O'-31.5'SILTSTONE SOfT,HIGHLY WEATHER£OTO~

BELOW 15.0'. R£D-BROWN.MEOIlIMHARD SCATTEREOCAlCITElAMINAE AND STEEPty QIPPINGCALCITE-FILLEOJOINTS BROKEN ALONG STEEPLY-DIPPING JOINTS

@21.8'-?4.3' LESS THAN1/8" HORIZOHTALQECOMPOSED RDCKLAYER@25.4' Unit 1 CoolingTower 10 15 72 20 73 0.0'-2.0' SILT WITH SILTSTONE

£~GMJ!!li

~~~--

2.0' -23.0'SILTSTONE:

SOFT, HIGHLY WEATH~IITDI"OI2.0'.

BELOW 12.0', BROWN-GRAY, MED IU~~

HARD.

BROKEN AlONG STEEPLY-DIPPINGJOlNTS@13.9'-14.0',

1~:~: = 1~:r' 20.3' - 20.5'.

1/2"SOFTSHALElAYER@21.7 10 25 30 0.0'-2.0' SILT WITH SILTSTONE FRAGMENTS ----

2.0' -32.0'SILTSTONE SOFT,HI'">HLY WEATHEREOTO~

BELOW 12.0',RED-BROWNTOGRAY, MEDIUM HARD, SLIGiiTLY I~EATHERED.

SCATTERED CALCITE GRAINS AND STEEPLY DIPPING CALCITE-FILLED JOIrITS SAN;)Y,MICACEOUS@16.0'

SOfTER, SHALY@22.B' BROKENAlONGSTEEPLV:lIPPINGFRACTURE

@30.0'-30.4' 0.0' -l.O'SILTWITHSIlTSTONE FRAGMENTS

~~---

1.0' -29.5 SILTSTONE SOFT,HIIJHLY WEATHEREDTO~

BELOW 14.5',REO-8ROWfiTOGRAY, MEDIUM HARD.

SCAITERED CALCITE GRAIHS

~T~~~~

~lj:~~G CLAY-COATED JOINT 1/2"NEAR-HORIZONTALCLAYSEAM@

14.5' -14.7' 1~2~, NEAR*HORIZONTAL CLAY SEAM @

Unit 1 CoolingTower 10 20 30 100 0.0'-2.0'SILTWITHSrLTST~

~ENTS 2.0' -25.3' SILTSTONE SOFT,HIGHLY W[ATHEREOTO~

BELOW1S.0*,

RED-BROWN TO GRAY.

MEDIUMHARD.SCATTEREOCAlCITE GRAINS 25.3' -26.9'SANOSTONE:

GRAY-BROWN,HARO.f~

STEEPLY QIPPINGCAlCITE-flllEO JOINT

@26.0'-26.7' 26.9' -35.0' SILTSTONE RED-BROWH, MEDII.JtlHARO.U~D 35 8-18 8-19 8-20 8-21 8-22 LT.BRQWN*GRAY.HEDIUMSOFTTO HARD.IRON-STAINED@14.0'-17.0' BElOW17.0'.GAAY-BROWN.JIlEDIl.I'I HARD.UNWEATlfERED.

SCATTERED CALCITEGRAINSAfI)STEEPlY DIPPINGCAlCIT£*fIllED JOINTS.

0.0' -1.0' SiLT WITH SILTSTONE fRA9'I[NTS' 1.0'-32.0' SILTSTONE W£ATHEREDTO~

BROKENAlONGSTEEPLYDIPPING.IRON-STAINEOfRACTURE@30.S'-32.0'.

"93ilev.248.4 o Unit 1 COOhngT,ower 15 10 20 87 25 30 13.0' - 13.5' SANDSTONE:

GRAY, FINE GRAINEO,HARD,MICACEOUS 13.5' -35.0'SILTSTONE:

GRAY-BROWN.M£OIUM~EOUS.

HIGHLYWEATHEREO/DECCIWOSEOIil14.B'-

15.8'.

~~Nis~' SILT WITH SILTSTONE 1.O'-13.0'SILTSTONE:

HIfiHLY WEATHERED.

NLKROUS SOFT LAYERS BELOW20.0',UItlEATHEREO.

SCATTERED CALCITE GRAIHSAND STEEPLY DIPPING CAlCITE-FILLfOJOlNTS BROKEHAlOHG STEEPLY OIPPIHG fRACTURE\\il23.4'

-24.4'.

= 89i1ev. 247.3 o Unit

~ CoolingTower 10 25 98 20 30 35 BROKEN AlONG STEEPLY DIPPINGJOINTS

@23.5'-24.4';25.0'-26.0'

~:~~~N WITHTRACE OF CLAY/SILT fl BELOW14.0',RED-BROWN,SCATTERED CALCITE AND CALCITE-fILLED JOINTS NUMEROUSSOfTLAYERS@14.0' 18.5'.

0.0' -0.5' SILT WITH SILlSTONE FRAGMENTS:---~

O.S'-34.0'SILlSTONE WEATHEREOTO~-

10 15 20 30 2 5 BROKEN ALONG STEEPLY DIPPINGSLIGHTLY IRDN-STAINEDFRACTURES@2?9'-23.6'.

BElOW12.S'.MEDIUflHARD,SCATTERED CAlCITE GRAINS.

BROKEN, SOFTWJTH 1/2" ClAY/DE-C(>>WQSEDROCKLAYER@13.8'-13.9' O.O'-l.O'SILTWITHSILTSTONE fRAGMENTS:

---~-

1.0' -28.S'SILTSTONE:

REO-BROWN TOGRAY,WEATHEREDT012.S'.

15 10 0.0' -1.0' SILT WITH SILTSTQN[

FRAGKNTS'

---~

l.O'-36.0'SILTSTONE:

SOFT, HIGHLYWEATHE~.5' BELDW2Q.Q',RED-BROWH,MEOIUMHAAD.

SCATIEREOCAlCITEGRAINSANDCALCITE-FIllEO STEEPLY DIPPING JOINTS.

BRDKENALONG STEEPLY OIPPINGJQINTS

@22.0'-22.9'.

BROKEN.WITHCLAY@17.8'-18.7'.

SOFTER.t'(lREWEATHEREO@32.Q' BROKENAlONGJOINT@33.5'*]4.0' Unit 1 Cooling Tower 8-23 8-24 8-25

=9S;lev.250.1 o

Unit1 Cooling Tower 15 20 25 92 30 0.0' -2.0' SILT WITH SILTSTONE BOULDERS.

2.0'-37.0'SILTSTONE:

HIGHLY WEATHERED,SHAIfl'O'ZO.O' BELOW20.0'Jll:DII.JtlHARD,SLIGHTLY WEATHERED, SCAITERED CALCITE.AND STEEPLY DIPPING CAlCITE FILLEDJOINTS BROKENIil21.0'-21,2'WITH1/4" HORlZONTAlClAYLAYER@21.1'.

1/2" SHALE/CLAY LAYER ALGNG 6 0 PLANE Iil 21.3' 15 20 25 30 99 0.0' -24.S'SILTSTONE; RED-BROWN TOGRAY.HIGf~EDT014.5' BELOW 14.S',f*'()[)ERATELY IlEATHERED SCATTEREDCAlCJTE GAAINSAfI)STEEPLY OIPPINGCAlCJTEfIllEDJOINTS.

IRON-STAINED@lS.5'-17.2 NUMEROUS CALCITE lAMINAE

~R~~~,~O~~.~;~EPLY-DIPPING JOIHT BROKEN ALONG STEEPLY-DIPPING JOINT

@30.4'-30.9' Elev.2S1.8

" 911; o Unit 1 CoolingTower 20 25 30 35 0.0'

~ 3.0' SILT WITH SIl TSTorlE FRAGI~ENTS AND BOULDERS:

3.0' -?oS.O' SILTSTONE:

RED-BROWN TO GRAY, MICACEOUS, HIGHLY WEATHERED TO 6.0' SANDYIil12.0'-13.3' 1/2" NEAR*HORIZONTAl CLAY SEAMS

@12.5',13.5',14.1',14.9'.

lRONSTALNED,BROKEN@16.4 NlJIIEROUSCAlCJTElAl1IKAE I

For explonotlon of symbols, see sheet 27, Figure 2-5 -22 2

For location of borings, see Figure 2.5-20 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 31 OF 37 FIGURE 2.5-22

SHAlELAYERS@13.1'Al1013.7'.

0.0'

- 16.5' SILTSTONE: REO-BRlM.

HIGHlYWE"THER~'.UNWEATHERED B£lOW EXCEPT fOR SEVERAllOCAL CLAY SEAMS UP TO 3/4" WIDE ANDSCATTERED JOINTnli.

~Ni'GliAI1:i.~'HA:-OSTOIl. GRAY-BROWN, 19.5' -21.5' SILTSTONE.

REO-BROWN,

"'EOILJtlHARO,u~.

Elev.2:35.5 10 1* (see noie 3j 15 Elev.232 T-2-5 Elev.260

~ 1OO~

o unit2~~~Tower 0.0'-28.0'~:REOTO GRAY. VERYHARD, SILTSTONEHl PART.

$CATTEREOJOINTINGPRIMARILY P"RALLELTOBEOOING.

CORElEHGTHS

~r~~~~p;H~O INCHES, INCREASING 15 25 10 20 T-2-4 0.0'

-30.0'SILTSTONF:

RED,IiA.RD, SANOY IN PARTAHOGRADES TO SAMl-STONE TO D£PTHOF 12 FEET.

8ELOW 12 FEET, ROCK IS PRIMARILY SILTSTONE.

CORE LENGTHS AVERAGE 3 INCHESTO 12'.

BELOW DEPTH OF 12'AVERAGEISOVERlOINCHES.

MOST i~;~I~~EAKS ALONG NEARLY HORIZONTAL 10 15 20 30 25 0.0'

-30.0'SJJ..I..SI.Cllif RED, HARD GRAYSANOSTONEIHPART.

PROMINENT NEARHORIZONTAL BEDDINGFRACTURES WITHOCCASIOHAl NEAR VERTICALJOINTS CORE LENGTHS AVERAGE 10 HiCHES T-2-3 0.0' -2.0' OVERBURDEN 2.0'-30.0' SILTSTONE RED, HARD, SANOSTDHEINPART,CORELENGTHS AVERAGE2INCHESTI1'JEPTH1r)*.

BELa..r lO'AVERAGE!S12-16INCHES T-2-2 0.0'

-3.0'OV:::RBUR-.Q.£'!!

3.0' -lO.O'SAADSTOflE:

GRAY, HARD.GRADlrlG~SILTSTOHE INPART,CORElEMGTHSAVERAGE 4INCHES,BElOW13'AV£RAGE 10-15 INCH CORE lENGTHS SILT AND OEaMPOSEO ROCK:

O.5'-2.8'~ST(ltE;RED-BROWN, HARO.STEEPLYDJPli'11iiFRAClURES taO.5'-2.4'.

6"PlANEWITHTHINCLAYCQIlTING 88.0' 9.5'-27.0' SILTSTONE: REO~B~N, tlARO,UNWEAT~TTEII:OCALCITE GRAIHSANDSH£PlYDIPPINGCALCITE F1lLEOJOIHTS.

ST£EPLYOIPPINGFRACTURESlil22.8'-

23.1'AH025.0'-26.0'.

IRON STAINEDCLAY-COATEDFMCTURE 85.5'-8.0'.

18 Elev.256.8'

~ 92.71 Unit 2 Cooling Tower 15 20 25 8.0'-10.0' SANDSTONE:

8ROWN-GRAY, FINEGRAINED.~

14-8

= 97i 1ev.

256.7 14-A Elev.246.7 o lunjt2c:.~:Tower 0.0'

_ 9.6' SILTSTONE; REO-BROWN,

-: '.~;_.i:-=.I:-... ~;~:~:~::~~,

9.6' -10.0' SANDSTONE:

GRAY-BROWN, 10 FINEGRAINED,H~

8.5'

-11.0' SANDSTONE' GRAY-BRC*N,

!'INEGRAINED,~

11.0'-28.5'SILTSTOHE:REO-BROWN.

MEOIIJIlHARD, UNWEATHERED.

20 15 14 25

= 94% Ej ev. 256.7 o

Unit2 Cooling Tower 0.0'

_ 8.5' SILTSTONE: RED-BROWN, J>4EDIUMHARD.UHWEATHEREO.

~:E~P~ ~. DIPPING JOINTS @ 1/2 BROKENFRQr>l8' -8.5'.

JOINT DIPPIHG75"WITH 1/16" CLAY COATINGlillO.3' -11.1' 0.0'

-23.0' SILTSTONE:

RED-BROWN,

~~~~~~ ~~:~HE~~Ab~6~~~. 6~C£PT FOR

~~~~TE LAMINAE ANOJOINTING @ 0.5'-

SPACING OF 1/8" TO 1/4" SHEPLYOIPPINGJOINTS

@13.0'-14.3'.

Elev.233.9 10 10 84

~~~i~~Y-DIPPING JOINT @ 14.7' 0.0'-23.0'SlllSTOftE; REO-BROWN, MEDIl.M-HARD~O,CAlCnE GRAINSSCATTEREOTHROUGHOUT.CORE BROKEN UP 0.0' -0.5' STEEPLY-DIPPINGCAlCITE-COATEO

~O~~:S ta 1. 0' -2. 5' AND 3.4'-

7 10 100 15 20

= 92.3'i£1eV.

256.3' JIllCAEOUS{li28.Q'

-30.0' VERYJllICAEOUSlil30.0'-31.0'.

SHALE ~ 20.0' 20.8' 0.0' -0.5' SILT 0.5'

- 31.0' SILTSTONE:

RED-8R~N.

MEOrlJlHARD.~YlrlEATHER£D 3/4" ~~RS~"':Ii0'r~~.CLAY/OEClJltPOSED STEEPlY-DIPPINGJOINTSti8.9'-9.8'.

Ij4"CLAY/OEC()tPOSEDROCKSEAMALONG 50 JOINT ~ 9.8'.

LESS THAN 1/4" SHALE LAYER (jI 11'.

4

= 92_~iev.

256.78 o

Unit2CoolingTower 0.0' -0.5' OVERBURDEN:

0.5'-22.0' SILTSTONE;RED-BRC*N,

~OIUMHARD.CO~LCIH LAMINAEANDCALCITE-FillED JOINTS.

£1e~Q.78

=98.3' For explanation of symbols, see sheet 27, Figure 2.5-22.

2.

For location of borings, see Figure 25-20 3.

Holes I through 38 are numbered to indicate pli nih foundation for the Unit 2 cooling tower where hole was drilled.

l"SHAULAYER@20.0'.

SANDY@20.3'-21.0'.

0.0'-27.0' SILTSTONE:RED-BRQIIIN, HORIZONTALC~T04,0'.

BEaKS MEDllM HARDBELOW.

SCATIER£DCALCITEGAAINSA"D CAlCITEFIlLEOJOINTS MICACEOUS@14.0'-17.0' 32 Unit 2 Cooling Tower Elev.256.9

=81.71 10 15 20 25 BROKO:INT01/8"-3/4"PIEC£S@

~:~: ~ 1. 4'; 1. 8' -2.2' AND7.4' SHAlY,SOFTER@7.4'-8.0' STEEPLY DIPPING FAACTURESWITH 1/4"-112"CLAY@4.3'-5.0'.

CLEAMFRACTURES@2.9'-3.9'ANO 5.9'-6.8'.

Unit 2 Cooling Tower 0.0'-15.0' SILTSTOH£;REO-BRQIIIN.

"EOIUMAARD;~OCAlCITEANO N£AR-VERTICAl CALCITE FILLED JOINTS.

10 8EClJ'l£SGRAY,MICACEOUS@21.0'

-0.5' SILTANDROCKFRAGMENTS 0.5'

~ 25.0' SILTSTONE: REO-8~N.

MEOIUMHARD,SCATTEREOCAlCITEAND CALCITE FilLED JOINTS NEAR-VERTICALFRACTUR£@3.5'-4.0' BROKEN ta 2.9'-3.0'; 5.4'-5.6',6.5'-

6.6';7.6'-8.0

~~r: NEARHORIZONTAL CLAY SEAM @

BROKENWITHSOFTROCK@12.6'-12.8' 29

£lev.

256.9

~ 91'1

,100 10 81 20 15 25 STEEPLY-OIPPINGJOINTS@1.4' 3.3'AN016.0'-16.3'

~~~~ CLAY COATING ONJOINT @1.4'

~:~~~~ INTO 1/4" PIECES @18.1' 1-112" SHALYlAYER@18.3' 28 10 20

~~~~~N FROM 0.0'

- 0.3' AND 1.0' NEAR-VERTICAL JOINTS ta 10.0' AMD17.5' -19.3' 0.0' -22.5' SILTSTOHE:RED-BROWft.

'l:OIUMHARO, SCATIEREOCALCITEGRAINS

~~Ni~LCITE FILLED ST££PLY DIPPING 26 10 15 20 NEAR-HORIIONTAl 1" DEC(JIIPOSEOROCK/

SILTSEAMl!l2.5' 0.0' -23.5' SILTSTONE:

RED-BReNN.

MEOIlJtHAADS~lCITE GRAINS Alll CALCITE FILLEDJOINTS.

Ij2"NEAR-HORIZONTALOECOMPOSEO ROCKSEAM@2.7' 22 5

100 10 100 GRAPHIC LOGS SHEET 32 OF 37 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT 0.0'

-5.0'SILTSTONE; REO-BROWN, MEOIUMHARD.~SCLAYAND OEC()iIPOSED ROCK SEAMS UP TO 1" HIICK 5.0'-8.0'~:GRAYTO REO-BROWJj,FINETO"'fDIIJIlGRAINEO,HARD, GRAOESTOSIlTY@7.0' 8.0' -25.0' SILTSTONE:

REO-BRDWlI, HARD,WJTHSC~ALCITECOATED JOINTSBROKEN::'8.4'-9.4'

~~.~?RIZONTAL SILT-CO"TEO JOINT 75°JOIHT@12.8'-13.1 NEARHClUlOO.a.L JOINT WITH TRACE OfCLAY@17.5'.

~~~;~Y OIPPIIIi JOINTS @ 7.5'

~~~~N INTO 1/2" _ 1" PIECES @21.5' 38 10 15 25 20

- 2.0'

~~~'I.H__R.OCK FRAGMENT~

2.0

-3.0' SILTSTONE:

REO-BROWN, HIGHlYWEATH~-~

3.0'

  • 5.C'SANOSTOHE HEOIUM-"ARD.~AY 4.0',

lEACHEDFROM 5.3' 5.8'

-27.0'SILTSTONE:

REO-BROWN, lOCAlLYBROK£NALOHGSTEEP!.YOIPPING JOINTS.

BROKEN FR~5.8'

- 6.2' 3/4"CLAYSE.A,M@8.7'.

SANOSTONEt310.4' -10.9' 358 20 15 25 10

- 1.0'

.~...!!IJ!U~~K FRAGt'lNTS 1.0' -4.0' SILTSTOHE:

RED-BROWN CONTAINS NUMEJmiJSIDY SEAMS UP TO 3-1/2"WIOE 4.0' -7.0' SANDSTONE:

GRAY-BROIm.

FINEGRAINED~

7.0'

-26.5' SILTSTONE:

RED-BROWN, HEOIUMHARO,i1HWEA'I'HnfEDEXCEPT WHERENGTED 1-1/l"SHALElAYER@6.5'.

2"SOFlSHALELAYER@7.4' SANOYII1O.0'-10.6' 1/8"-1/4"SHAlELAYERSlil8.2' 9.1'; 18.5'

~ 19.3' and 20.0' STHPLYDIPPIN(;JOINTSlofITHSOI'1E

~;~~. COATING @ 22.8

- 23.2 and 25.0' 35A 10 15 20 25-1

~E~~S-1.()'

lliIJ~.-'.TlL~~F,..~~

1.0'

- 6.5' SILTSTQIIE; RED~BROWN, HIGHLYWEATH~MEROUSCLAY SEAASAlONG 10 0 _12° BEDDING

-9.0'SANDSTONE:

GRAY-BROWN lJ2"~ZONTAlSEIIMS ANOB.7' 9.0'

-33.0'SILTSTONE:

REO-BROWN, TOGRAY,HEDI~CONTAINS SCATTEREO CALCITE GRAINS GRAY,MICACEOUSlil16.9' -18.9' WITH SOME SHALELAYERS.

2"ClAYSEAAALOHG8°PLANfta24.3' 1/2" NEAR VERTICALlAYER OF SOFT OECQMPOSEDROCK(il31.9' 35 10 56 30

~ 76.5%o Unit2CoolingTower 6.0'-10.6' SANDST0f4E:GRAY-BRC*N,fINE~MICACEOUS rl~~RATElY SOFT SHALElAYER MICACEOUS, SANOY AT 12.5 SHALElAYER li22.B' 0.0'-0.5' OVERBURDEN 0.5'-6.0' SILTSTONE: REO-BROWN.

PUl£ROUSN~ALCLAYSEAMS 1"-1-112" WID£ FROM 0.0' -3.0';

1'Il00RATELYWEATHEREOBELOW.

10.6'-28.5' SILTSTOftE;REO-BROiIH,

'l:OIUMHARO,~SEVERALSTEEPlY OIPPINGCAlCIHFIllEDJOINTS.

34 15 FIGURE 2.5-22

A-I A-2 A-3 A-4 A-5 A-6 O.O*-2.0*~

2.0*-1l.0'~*

BROWH.SAI<<:lV 11.0' -12.0'SHAlE.

YELLOW-GRAY, HIGHlYWEATHERrr;:--

Elev.265.8 "ger ~Cl~~P"Y

_~.:.O.:'d",\\,.

,\\\\\\

\\\\\\,

~

10 0.0' -l.5'.E...!bl 2.5

-l1.D'SIlT YELLOW BROWN.

CLAYEY, BECOI1ITlik)RE CLAYEY WITH DEPTH.

SCATTEREDSANDSTONEFRAG-MENTS,TOS.5FEET 11.0' *12.0' SAtlQSTOHE

SOFT, WEATHERED

-3.S'.E.!l!:.

~R6~N9.D'~

9.0'

-14.0'CLAY[YSILT(ML)

LIGHT BROWN WITHNUMEROUS SHALE FRAGMENTS LESS THA,N 1/8 INCH DIAMETER.

BECOMES YELLOW*

BROWNCLAYEY,FINESIlTV-SAND AT 12.5 FEET A,ger~Ol[i~::::::d.8

'~.lII" '\\.

~ II,=-W II' %

s E1ev.2S0.2 Ub!-

3.S'-9.6'SILTYSAtoiO YELLOW-BROWNTORED~RYCLAYEY

- 3. s: Q.h.h 3.5'-17.0'~LAYEYSAND~

BPQWN, F~NE, StLTV.

BECOMI Nr, REDTOPEC BROWfolAT 7.0 FEET INCREASING CLAYCONTENT WITH DEPTH REFUSAL AT 12.0 FEET Elev.253.:

Auger Hole o

Spray 0.0' -3.0'.E.l!:l 3.0' -16,0'SILT.-

REDBROWN, CLAYEY.

SCATT!1fEOSHALEFR/l.r;-

"lENTSFRGM7.0-13.0FEET A-?

A-8 A-9 A-IO A-II A-12 4.0

-11.0' SAHli VERY sILTY,CLAYtY, FINE ToMEO-HIM GRAINED.

BECMS REDDISH BROWN WITH SHALE FRAGMEN-SAT 7.0FEH 0.O'-4.0~

11.0' -14.5' SHALE RED,HIGl-iLY WEATHERED REFUSAL AT 14.5FHT 18.0' -20.0' TRACES ORM£DlUf!1-GRAINED SAND GRADES INTO SOFT, REO SHALE 0.0

-4.5'.E.!l!:.

7.S'

-25.0'SILT

BROWN, VERYSOFT,WET 4.S'

- 7.S' CLAY BROWN, SlI.TY, VERYSOFT,Wrr:-

20

-3.0'.E....!..hl

- 7.0' CLAYilll 12.5'-22.5'CLAYEYSILT:

RED-BROWNToRED,~SSCLAYEY AT 17.0 FEET.

SCATTEREDSHAlE FRAGMENTS, LESS THAN 0.25 INCHES DIAMETER BELOW 17.0 FEET 1s 20 Elev Auger Hole o

S ra 13.0'* 22.4' lli.Ll~_l:

RED-BROWN WITH THIN LAYERS OF HIGHLY WEATHER£DSHALE

~i~;y~

~~;,C~~~Tl~~~:~~~OWN, ORGANICMIITERIALANDMICA

~~~R~~~ii~~E~l~F

~~~~~gwN 1 s 20 E1ev Auger Hole o

S ra 10 0.0'*4.6' SILTY CLAY:

YELLOW BROWN.

4.6'-12.0'SILTYSAND:

RED-BROWN,VERYF~ESOF MEOIlIM TO COARSE SAND R[fUSAlAT la.OFEET.

a.O'-3.0'f.!.!:..!:.

3.0' -18.0'SILT1MLJ; LIGHT BROWN TO YEllOWBRDWN. CLAVn.

~~~~i. REDDISH BROWN TO RED AT Elev.233.8 REFUSAL AT 22.4 FEET 2 ~

0.0' -2.0'Ulh.

~~~t~~ ~~ig~TEW~:

~~o~~, -Sf~T~: ~-d%f-;ME~~~~OW.

SAND.

BECOMES WJ)Y CLAYAT 1a.OFEET.

RHUSALAT 21.5 F£ET 10 E1ev.

Auger Hole o

S re A-18 20

-22.5'~

0.0' *2.0'.u!.h 2.0' -12.0'SIlTYClAV DARK BROWN,SANOY.~MEOIUM GRAINED.

RfFUSALAT 22.5 FEET.

A-I?

1 s 20 A-l6 20 3.S'

-39.0' SILT BROWN, CLAYEY,

~Ei'O FEET m
-BROWN BELffi') S.O 1 s 20 A-15 E1ev.

AuqerHo1e o

S ra

- 12.S'

.E.1J..h.

12.S'

-3S.S'il1.l, BROWNISH-RED,CLAYEY LESS CLAYEY BELOW 17.S 1 ~

20 A-14 14.0'-18.0'SJ::IALI'RED,HIGHLY WEATHERED 11.0'

-14.0' SILT:

RED-BROWN WITH SHALE FRAGMEKTS.

1 ~

A-13 10 Elev.255.6 Auger Hole o

Spray Pond 2 s 2 s 2 s REFUSAL AT 25.6 FEET A-19 ETev.261.6 Auger Hole o

r P

~'--t~

0.0' - 2.0' ~

30 30 2.0'-l5.6'~~YELLOW.

BROWN 3~

For explonation of symbols, see sheet 27, Figure 25-22.

2.

~~~_~~otion of borings,see Figure 10 1 s 20 Ele't.240.6 A-20 Elev.262.0

-"'gerHole o Spray ~C:~

i\\\\~;

15.6' -21.0*illI.I.....C.L.

OARKBROWNWITH SCATIEREDGRAVEL BECOHES BLACKAT 19.6 FEET.

O.O'-2.0'fl!:h

~6°:.rDI~~*~~~~Tcli~~~

A-21 Elev.264.3 Auger Hole

[lSP"Yi:~~~

10 I

0.0'

~ 2.0' Llkl,

~o 0

~REE~i s~' B~~~, (~21~TE;~6Lg~EEN_

GRAY SHALE FRAGMENTS LESS THAN 1/8INCH!NOIAMETER A-22 E1ev.265.2 A,ge, ~Ol~i.PcaY

O~."

-.\\';./'"

s 10 I

0.0'-2.0' FILL

~R~N~ ~~i~~T~~LtLA;tL 12.0' -13.0' SHALE HIGHLYWEATHERED, REFUSAL AT 13.0 FEET A-23 E1ev Aug~r Hole o

S ra 10 0.0'

~ 2.0'

.E....!..hl 2.D'-12.5'SIlT(Mll:

YELLoW-BROWN, BECOMES LIGHT BROWN WITH TRACES OF CLAYAT 11.0 FEET.

~~~TE~~'~~R~~LE:

GREEN.YELLOW,

~~O~~.*

16.5' lli.Ll~.!J.:

REFUSAL AT 16.5 FEET.

A-24 0.O'-3.0'~

~E~~OW ~~6~~ ~l.h-~

-14.0' SHALE REFUSAL AT 14.0 FEET LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 33 OF 37 FIGURE 2.5-22

A-25 E1ev. 266. 7 Auger Hole spre Pond

~.~

~"'"

10

[lev. 252.1 0.0' -2.0'flh!:.

2.0'-12.':;'ClAY[YSILT(MLl YELLOW-BROWN 12.6'-14.6'SHAlE:

GREEN, HIGHLY WEATHERfD

~

REFUSAL AT 14.6 FEET.

A-26 15 lO.O'-17.0'SHAlE:

YELLOW-GREEN, HIGrilYWEATHER~RYHARDFR()Il 12.0-13.0 FEET.

17.0'-19.0'~)DARKBROWN.

SANOY, REFUSAL AT 19.0 FEET A-27 0.0' -2.5':.!..I:.h

~R6~N-wiiHO ~Cii~~R~~L ~~DI~~l~~W-SP\\t,LL GRAVEL

~rm COARSE SAND DISTlflCT COlOR CHANGE AT 12.0 FEET TO BLACKWfTH FRAGHEflTSOF WEATHERED

~AlE.

DRILLINGMORE OIFFICULTAT 12.0 FEET A-28 Elev.27'.?

Auger nole o~s,,,Y.~~.,"

....~.q;.

'I.,.

10 0.0' -2.5'£!.hh

~R~N~ ~~A~~yS~lh(7'JcF.sY6~L~~NE SAND.

BEC,)MES OJ:\\RK [sROWN HJ BLACK AT s.o FEETWITH ~~:iY SHALE FRAG-MErnSTO 1/4 INr::H I~

O~AMr;£R.

DRILl:NGOIFFICULTAT 10.5 FEET A-29 EleL 274.8 Auger Hole o ~s,,,y.~:~.

": ~.::3-

11.':.'111.:.

3:1\\\\0:;>

5 10 1l.0'-13.0'$ILT(ML1:

DARK BROWN,SANDYWITHSHAlEFRAGMENTS.

REFUSAL AT 13.0 FEET A-30 Elev.261.2

',g.' :l~~Y

.';~~I "I;~~'-;

5 10

[lev.

249.7 0.0'-3.5'f!!:.!:.

io5~EOr~.~~ot.:.:Td!M~. DARK A-31 A-32 A-33 A-34 A-35 A-36

.,g.,~O~'i:::

.~;d/..~.

".J

~

'/.

5 10 Elev.243.2 0.0' -4.0'£:.!.I,.h 4.0' -12.5'SHAlE.

GREEN-YElLllII.

HrGHlYWEATHE~

Auger 10 15

-2.S'£:..!!.!:.

-6.0'CLAV(CL\\

6.0'-19.5'~

BROWN,TRACESOfCLAY Auger 15 0.0' -3.5'f.!.!:.h.

3.5'-26,1)'~MEDIUM TODARKBROWH,BECQMESLIGHT BROlmI!iHYELLOW AT 12.0 FEET 0.O'-3.0'f.!.1.h.

3.0'

-13.0'

~Ll~..u:

BROWN,CLAYEY.

13.0'-14.5'ill.Lilll*

BROWN,SILTV.

REFUSAL AT 14.5 FEET Elev.262.9 AuqerHole o

Spray PO:.d.~

~.i

~.?:... ~

10 0.0'-3.0'f.lhh 3.0'-21.0'SILT{I1...):

LIGHT YELLOW TO Y£LcmrbROWN WITH FRAGHENTS OF HIGHLYWEATH£REO SHALE.

E1ev.26S.5 Auger Hole o

S ra Pond

,::-'.* '0/0.

O-*ip*./il.

4:~..;;

10 15 O.O'-2.5'f!.!:.!..

~R~N: ~I~~TNLtdlEf:

B£C(J1ES P<<)RECLAYEVBElOW10FEET.

REFUSAL AT 18.5 FHT.

25 REFUSAL AT 26.0 FEET 2l.D'-23.S'SHALE:

GREENISH YELLO\\oi BECOHES"""IDVTO BLACK AT 23.0 FEET Elev.239.4 REFUSAL AT 23.5 FEET A-37 A-38 A-39 A-40 A-41 A-42 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT I

For explanation of syrnbols, see sheet 27, Figure 25-22 2

For location of borings, see Figure 25-20.

-13.0'f.!.L,l

-28.5'~;WEATHEREO.

REFUSAL ATZ8.5 FEET 13.0'-21.0'~

REO BROWN, CLAYEY.

Elev.233.2 20 Elev.261.7 Auger Hole o

Spray Pond 25 10 15 0.0' -2.0'fl.!:..!:.

2.0'-29.0'i!.!:l REDOISH,CLAYEY.

29.0'

-39.0' SHALE WEATHERED,CLAvrr:-

20 25 15 35 30 Elev.263.4 Auger Hole o S ra Pond

~:;1:

-2.0'F~

21.0' SILT UARKBROWN, BECoME'SRED-BROWNAT 21.0'

- 24.0' SHAl~, RED-BROWN, HIGHlYWEATHER~

REFUSAL AT 24.0 FEET 20 Elev Auger Hole o

S re 10 0.0'-2.0'~

2.0'-]0.5'~:YELLO"

~~gw~E~iCOMING DARK BROWN AT W.5'-12.5'~:BLACK 12.5'*18.5'SHALE YElLOlt-GREEN, HIGHLYWEATHERm-Elev.253.3 O.O'-2.5'~

~R~~9.5'~

.,g.'~Ol[1r::::.:

..;8

.,:~.!/(:;

~I.~#;~

5 0.0'-3.5' Fill

~R~N~ ~~i~~T~~l~li~J A-43 Auger

-5.0'flh!:.

-20.0'llil 10 15 20 20.0'

-22.5' SHALE RHUSALAT 22.5 FEET

[lev.

236.6 GRAPHIC LOGS SHEET 34 OF 37 FIGURE 2.5-22

SP-!

SP-2 SP-3 SP-4A SP-5

R~N: ~J~E ar~~~tT1~j~LOW.

6.5' -9.0' CLAYEY.SILT,YELLOW_

BROWN,TRACE~NDSAND lMeI 9.0' -16.0' SAHOYSILT,REO*

BR(l,jN,TRACEC~E GRAVEl("t.)

0.0'

.4.0'f.!!:..!:.

16.0' -16.4' SlLTYGRAYEl,REO_

BRllil'N,SANDY,T~)

5 55-1 15 55-Elev.254.4 Spray Pond 4.0'

.. 10.0' SANOVSIlT,REO-BROWN,TRACEO~)

21.0'

-21.3' Q.AliL.llIJ, REO-BROWN,TRACEOFSAND

(,"-).

10.0' -21.0' SILT,RE[)-BROWN, PLAST!C,TRACEO'rSANOAND GRAVElU....)

P-5 55-Eley.254.6 Spray Pond 6.5' SILT,YELl(),l-TRACE OFFINE SAND

-3.5'

.E..llJ:.

13.5' *17.8' SILTSTONE, RED-BROWN,WEAT~

HORIZONTAL BEDDING (ML)

Elev.254.6 Spray Pond

~*III* if..

~,

0=,.,

5 55-1 SILTY SAND, TRACEOFCLAV

~iD=~ROw~~. ~~AC~A~~Yc~l ~ T(ML) 18.0' -23.0' SILT,PURPLE-BROWN,FINE5AND;'"GRAVELANO WEATHEREDSILTSTONE(ML)

Elev.233.9 15 20 12.0'*15.0'SIlT.ORANGE_

BROWNANDYELlnw:BROWN,WITH GRAVEl(Ml) 15.0' *16.5' SANOY SILT.

YELLOW-BROWN,SLIGHTLYPlASTIC

~~)y]6.5.20.5

~V_Q-~

20.5' -26.0' SILT,YEllOW-BROWN,TRACE FINE SAND (ML) i~i~' LAyi~'~~ illt&- R~~l~~OWN, WEATHEREDSILTSTONE,HORIZONTAL BEDOINGPRESERVEO(Ml)

Elev.263.0 Spray Pond J"'~~\\~

SP_l+~r/

55-1

'~

iSS-2""',.~11

~II 10 S_3*~~H'

~,

~

25 30 8.5' -19.5' llLJ.,ORANGE-BR~N, SANOY (1't.)

( ~ 6. 5-19. 5' Hore fine sand

..,1throck-like1.lyer.)

0.0' -8.5' fl.!J:.

19.5' *23.5'5ILTYSAHO, yELLOW BR~N. Tmrlrr'GRAVEL

& CLAY. BLACKVERTICAL STREAKS (5M).

23.5'-26.0' SILT,YElLlII'-

BRIllN & PURPlE-REDWITHGRAY NOOUlES:

TRACE SAND (ML).

26.0'

-31.5'SllT,RED_BROWN ToYElL()rj-B~~RAOESFROM FINE SAHOY SIlTTODARKBRl),lN CLAYEYSllT(Ml)

Elev.262.8 Spray Pond

  • '"It

-~~.

-#1/

55-1\\'\\ "

.'~'~

15 20 25 30 SP-5A SP-6 SP-6A SP-7 SP-8 SP-9 0.0' -3.5' D.!:.h.

3.5'*7.0' 5ANOY5IlT,YEllOW-BROWN,J<<)nlE~,TRACE GRAVEL ("').

7.0'

~ 10.0' CLAYEY SILT, YEllOW-BRc.m,J<<)TTlEO~SAND AHDGRAVEL"** ).

10.0'-15.0' SANOY SILT.

RED-BROWH,TRACEOF~).

E1ev.254.8°i 5pr Y

O'
'..

D' D' _ " S' 'J1.l

~_~.I 55-1'

'.5' -5.5' CLAYEYSILT,YELlOW-5 BROWN, TRACE OFSAND ANDGRAVEL (ML).

0-1 5.5'-9.0' SANOYSILT,BR(),IN, SLIGHTLYPlAS~GRAVEL IMl).

Elev.24S.8 o IiBEl~;'.;.

~8
~.

0.0'

- 2.5'

!J.!:.h

.'*/11 2.5' - 5.0' SANOY SILT, YEllOW-BROWN. WITH SILTSTONE LAYERS (ML).

D-l 5

0.0' -3.0'

£..!lb.

3.0'

  • 5.5' SANOYSILT,RED-BRa.ffl PlASTlC,TRAC~ANOGRAVEl (Ml).

S.5-6.6SILTYGRAVEl,R£[)-BROWN, SANDY, TRACE OF CLAv (GM).

o I;~;:~::;d:

$5-1 5

SS-2 E1ev, 255.0 0.0'-1.5'

£..!!l 1.5' -6.9' SANOYSllT,TAN, SOMEGRAVEl-S~

FRAGMENTS (ML).

01".,*;6;.5

.p:.\\:'

5 5S-1 55-55-0.0'.2.5'~

2.5'-5.3' CLAYEYSILT,VELlOW_

BR()IN,TRACE~.

~R~: ~J.~E ~N~A~~~EDYEllOW-GRAVEL (ML).

15 SP-9A SP-IO SP-II SP-IIA SP-12 SP-12A 0.0'-2.5'~

2.5' -7.0' CLAYEYSILT,VELlOW-BRllil'N,TRACE~CK FRAGM£NTS(Ml).

7.0' -7.8' SILT ANDGAAVEli PARTIALlYWEA~(ML_GM)

Ele~.

258.9

-2.5'

£..!!l 2.5' -5.5' SILTYCLAY,YELLOW-BROWN, I'llTILED:TRACrOF SAND, GRAVEl(Cl).

5.5' -11.0' SANOVSILT,VELLOW-BROWN,PLASTIC;l5OC'KrTSOFNON-PLASTIC SILT ANDCLAYEY SILT, TRACE OF GRAVEL (ML).

11.0'-12.0' SILTSTONE,DARKBROWN TOBLACK,WEATHERED(tt.)

10 0.0' -2.5' I.1..!::l 2.5' -5.0' ClAYEYSILT,REo-BROWN, TRACE OfGRAVElTML)

NORECOVERV5.S'-7.5' o ~;~;:Y~~~O..

..s-....~.

"//-1,1 P-l 5

LLJ 0.0'-2.5' f..!!..h 2.S'-6.0'CLAYEY5Ilf,YELlOW_

BR(),IN,TRACE~L}.

6.0'-8.5' SILTSTONE,GREEN-BROWN, PARTIAllv WEATHERED O....i.

8.5'

-9.0' SllTYSANO,VELlOW-BROWN,SOMEGRAVEL(SM).

EleY.269.0 Spray Pond 0.0'-2.5' f..IJ:..!:.

~R~N: ~l1~T1~NVk4E~l6F vruos-GRAVEl(1't.).

o SI;~;:;/i~~7

~\\ Iq. t SS-l 5

0.0'-2.5'

£.1..!:h 2.5' -5.5' NORECOVERY 5.5' -7.5' SILT,YEllOW_BROWN PLASTIC, SOME-WVEl (1't.)

SP-13 SP-14 SP-14A SP-15 SP-15A For explononon of symbols,see sheet 27 Figure 25-22 For location of borings, see Figure 2.5-20.

7.0' -10.0' YElLOW-BROWN,WITH POCKETS OF CLAYEY SILT.

10.0'-13.0' SILTYSAND,BROWN,FINE, TRACEOFGRAVEl~FSANDY CLAY (5M).

3.5'-10.0'~,MOTILEO GRAY*BROWN,PLASTIC, TRACE OF GRAVEL (ML).

13.0'-19.0' SIlT,VEllOW-BROWN, PLASTIC, TRACE nrrlNE SAND, SlLTSTONEFRAGMENTS(ML).

19.0' -21.0' SIlTYGRAVEL,YELLOW-BROWN,WITHSAN~

5-1P-l!

20, P-6

-3.5'f.!.!:..!:.

Elev.2S8.9 Spray Pond 0.0'-3.5' I.1..!::l NORECOVERY3.5'_6.S' 6,5'-22.5' SANOY SILT, TAN. WITH FINE GRAVEL (Ml) 20

£.!..!:l

~£C~oW 6.0' lli!, I'llTTLED 6.0'-8.0' SILTYGRAVEL,VELLOW-BRDWN(o.).

SHAlE,OARKGRAY-GREEN 0.0' -2.5' f..!.!:.h.

~R~N: iJ~E ~~A~~~ES~~~D ~ILED 0.0'-2.5' FILL

~~N: 2~~EY~~rf~~ G~~l~~T ZONES,5I115TONE PIECES (1't.).

E1ev.264.9

°15Pro~P:~

  • .,:-4.

P-l 5

D-l SP-16 SP-16A

£lev.

257.6 5

55-1 10 0.0' -3.5' f.!.I:l 3.5' -8.0' CLAYEYSIlT,REo-BROWN,TRACE~.

8.0'-11.5' SANOY5ILT,J<<JTTlEO YElLOW-GRAY,T~NE GRAVEL (Ml) 11.5'-14.0' SILT,YEll(l,j-BROWN,AND CLAYEY SILT; TRAEEoF SAND (Ml).

0.0'-3.5'

£..!!l 3.5' -7.5' SANDv5ILT, RED-BROWN (ML;-----

7.5'-10.5' su r, YELLOW-BROWN, ANOClAYEYSILT;"R'ED-BROWN(ML) 10.5' -16.5' SANDVSILT,RED-BROWNANOVELLO~OF GRAVEL (Ml)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT 14.0' *24.9' SANDYSIlT,YEllOW_

BR()INI... )

15 _ P-4 20 20 -

"'P-6 HARDER, ROCK-LIKE FR~ 20.5'

- 22.5'

~S-8 25 24.0' -24.9' TRACE OF ROCK FRAGMHfTS GRAPHIC LOGS SHEET 35 OF 37 FIGURE 2.5-22

SP-17 SP-18 SP-19 SP-20 SP-21 SP-22 GRAPHIC LOGS SHEET 36 OF 37 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT For explonotion of symbols,see sheet 27, Figure 2.5-22 2

For locotion of borin9s. see Figure 2.5-20 46'*49' BLACK:

0.0'

-12'SANOYSILT;REDWITH OCCASIONAl~CLES 21.0'

-37.0'SIW...E:

REO, HIGHLY JoINTEO TO 35rrrr:-SCJfE ZONES OF FINE-GRAINEDSANDST(JtE;C()RELOSS INSAI()ST(JtE.

37.0'-71.0' SANOST(JtE:GRAY, FlhE-GRAtNEO,~YJOIIITEO, PR(IUNENTNEARVERTICALJOINTS IRON-STAINING TO 54 J:UT.

CQRELEHGTHSAVERAGE6INCHES.

12' -21.0' SHAlE:HIGHLY WEATH£RED.-

0.0'-2.5'E.!.!:..!:.

2.5'

-16.5'SILTYCLAY

6ROWN, ORY,SOMEPEB~

16.5'-62.2'SILTSTONE:

PURPLE BROWN, SOfIIE CLAY AND SANDPRESENT 60'

_64'VARI_COlOREO,GRAYAfIl liIlITE 15 20 65 60

  • 0',

Elev.249 C.R."921 o

S ra Pond 70 P-5 25 55 100 30 50 SANDSTONE:W[ATHEREO 46.0'

-75.0' SAAl[:GRAYTOWHITEANO

'iARI-COLORED TO"BUcK.

OCCASIONAL FINE-GRAINEOSANOSTOflEZONES.

FEWJOINTS JOINTS IRQN-STAINEOTO 57 FEET.

35.0' -46.0' SANOSTOHE:BROWN,SILTY,

~I~~C~~~NED. c~S A'iERAGE 0.0'

-12.5'SILTYCLAY BROWN, DRY, SOMEPEBBLES~~

12.5' -60.0'SILTSTONE; PURPLE-BROWN,SDr1ECL~NOPRESENT.

0.0'-18' CLAYEY SILT; REDWITH

~~~~~~E~LE API) SANDSTONE P-4 Elev.184.9

£lev.

"961 55 10 55 25 20 65 25 35 30

~o 30 35

~5 0.0'-3.5' Qb1.

3.5'-8.0' SILT; SlIGHTlYCLAYIT:"

15.0'

- 44.0' SILTSTON£;

REO-BR~N WITHSCAnERED~fRACTURES AND SOME CALCITE STRINGERS 8.0'-15,O'SHALE:

RED-BROWN, HIGHLY WEATHERED TO 15 FEET.

44.0'-65.0'SANDSTONE

GRAY, FINETDMEOIIJM-GRAINEa.

0.0'-3.0'UI:.!:.

3.0'-22.0' SILTY CLAY PURPLE-

~~~N, SLIGHTLYMOIST, SCME FINE 22.0'

-65.4'SILTSTONE:

PURPLE-BROWNWITHS<>>lE'EIAV"1iN"DSAND 55 65 60 100 P-3 65 30 35 59.S'-62.0'HIQfLYFRACTURfD.

59.5'*61.S'SAfI)STON£:

REDDISH, FINE*MEDllJlIIGAAlrtED,HIGHLYFRACTURED

~.h!.~~

9.0'

-12.0'SIlT-SHAlE; GRAY-BRlJ,olNSILTr,RADINGINTOHIGHLY WEATHEREOSHAi.E 12.0'-59.5'SILTSTONE:

GRAY-GREn~ GRADHlG TJ GRAY-REO;HIGHLY WEATHERED.

MANY CALCITE STRINGERS.

2.5' -9.0'SILT YElLOW-BROWN, CLAYEYWITH~EREOSHALE FRA~ENTS.

46.2'-46.8iERTICALFRACTURE FllLEO WlTH CALCITE

-3.0' FILL 3.0' -12.5' SiLTY CLAY

~OIST, SOt~E PfBB["(S~

12.S' -15.0'CLAY:

OARKBROWN, WET WITH A Wrr-AMOUNT OF SAND, SOME PEBBLES.

= l~iev.

265.0 o

Spray Pond 60 P-2 55 10 20 15 50 30

~o 35 43.0'

-46.0'SANDSTOHE:

REOOISH GRAY,FINE-GRAINED,MICACEDUS.WELL CEMENTED, HARD 46.0'-60.0'SILTSTOI£*CLAYSTONE;REO TO REO-BROWN SEQU£NCEUF ClAYSt(jiE AHOSILTSTONE 0.0' -2.0' IJ.hh 2.0'-7.5' SILT BROWfoiTOYELLOW WITH 10-15 pERITHT FINE TO MEDIUM SAND.

SCATTEREDTRACESOFORGANIC MATERIAl.RED;R£D-BROWNBELOw..

7.S'

-43.0'SHAlE:

GREENISH YELLOW GRADIHGTOBROWNBELOW 12.5 FEET.

mGHLY WEATHERED,

FISSILE, HIGHLY fRACTURED ALONG BEOOINGPLANES, SOME FRACTURES ARE CALCITE FILLED.

NU1'IERoUSCAlC!TE STRINGERSAHDCLAYFILLINGS.

CORE LENGTHS RANGE FRlJolLESS THAN 1

~:~~El0 10 INCHES, AVERAGING 2-4 60.0'

-62.5'SANDSTONE:

GRAY, WEATHERS TD BRICK REO.

FINE-MEOIlJ'IIGRAINED,WELL CEMENTED 62.S'-86.5'SILTSTONE*CLAYSTONEAS ABDVEAT46.0'-60.0 12.S'-19.5'SILTYCLAY BROWN,SOMEPE~

0.0' 2.5'~

2.5'

- 12.5' SILTY CLAY DARKBRo'm, DRY, f40DERATElypLASTIC, SOtlE PEBBLES 94.0' -120.0' SILTSTONE-CLAYSTONE REDDISH, MICACEOUS, AS Aaovr--

86.5'

-94.o'SHALE:

RED TO GRAY GRADING TO DARKBlACK.

GRADES TO SILTSTONE.

SOFTFR()I87.0'*88.S' P-I 55 100 0.0' -2.5'Uhh.

2.5'

- 7.0' SILTY CLAY BR~N. f1OIST, SONEPEBBLES~'--

6.0'

-15.S'SILTYCLAY DRY,SMPEB~

0.0'-2.0'~

2.0'-6.0' SILTY CLAY.

PURPLE-BROWN.DRY,~ES.

lS.S' -63.S' SILTSTONE BROWN, S(IiIE CLAY PRESENT.

7.0'-22.5'SILTYCLAY:

PURPLE-BROWN.SLIGHT~SOMESAND ANDP£BBLES

, 'I' SP-23 Elev.211.2 SprlyPood l;i~;11 10 10 15 15 20 Elev.261.7 Auger Hole o Spray Pond FIGURE 2.5-22

TP-I TP-5 TP-9 TP-12 ELEV. 261,5 SPRAY POND 3.0 - 4.0 TOPSOIL 4.0 -

10.5 SANDY SILT (SC) 0.0 -

3.0 FILL ELEV.

255.8 SPRAY POND 5-3,5 - 4.5 TOPSOIL ELEV.

266.2 SPRAY POND

,,\\~\\~

0,0 - 3.5 FILL

-p,~

~~"..~

~

8,0 - 8.5 SILTSTONE ELEV.

257.7 5 -

VV /v r-=--

/

v 4,5 - 8,0 SANDY SILT / CLAY S-1v

~,Y/

(CLl

/ v o

3.0 - 3.5 TOPSOIL 3.5 - 7,5 SANDY CLAYEY SILT, WITH GRAVELS (SC) 7.5 - 8.5 SILTSTONE 0.0 - 3.0 FILL ELEV, 253,0 5--

B 3.5 -

4.5 TOPSOIL 4.5 - 11.5 SANDY CLAYEY SILT.

WITH GRAVELS. (CLl 0.0 - 3.5 FILL

'. 'J-.i*

\\i...~

~

'.~'

'~.

ELEV. 257.5 SPRAY POND 5-

-H 10-ELEV. 246.0 ELEV.

245.3 TP-2 TP-6 TP-IO TP-13 TP-7 7.5 - 8.0 SILTSTONE / SHALE ELEV. 254.2 0.0 - 3.0 FILL 3.0 - 4.0 TOPSOIL 4.0 -

11.0 SANDY SILT (MLl ELEV.

259,3 SPRAY POND

ELEV, 248,3 5-10-TP-II ELEV, 257.4 SPRAY POND

~.~

0,0 -

2,5 FILL

'\\\\\\ ~~\\

2,5 - 3.0 TOPSOIL IS-1~

3,0 -

5.0 SANDY CLAYEY SILT (CLl 5

5,0 - 5,5 SILTSTONE / SHALE

ELEV, 251.9 a

0.0 - 1.5 FILL 1,5 - 2.5 TOPSOIL 2.5 - 7,5 SANDY SILT WITH GRAVELS (CLl ELEV. 262.2 SPRAY POND

~S1 5-~

8.0 - 10.0 SILTSTONE / SHALE 0.0 - 2.5 FILL 2.5 - 3,0 TOPSOIL 3.0 - 8.0 SANDY CLAYEY SILT.

WITH GRAVELS. (CLl ELEV. 249.6 I

5 -IS -1 I-"----'-

~LEV. 259.6

,pRAY POND a-,---,---=-----.

10 --'----J...._---'

/

/

V V 5-5=1 /

Vv 3.5 -

7.0 SANDY SILT/CLAY.

,..--v V v TRACE GRAVEL (CLl

~~V~l/~

7.0 _ 7.5 SILTSTONE /SHALE ELEV. 250.5 8.0 - 8,5 SILTSTONE ELEV.

256.0 NOTE 5:

1.

FOR LOCATION OF TEST PITS, SEE FIGURE 2.5 - 30.

2.

TEST PITS IN THIS SERIES WERE MADE TO INVESTIGATE THE SOILS IN CONSTRUCTING THE SOIL-BENTONITE LINER.

3,5 - 4.0 TOPSOIL

ELEV, 268,3 SPRAY POND 0.0 - 3,5 FILL

\\~.,

4,0 - 10,0 SANDY SILT f--

(MLl IS-1 10,0 - 10, 5 SILTSTONE ELEV, 257,8 o

5-1a-+--+==-=~

2,5 - 3.0 TOPSOIL 3.0 - 8.0 SANDY SILT /CLAY (CLl ELEV. 264.5 SPRAY POND

/

/

/

/

/

/

/

5-5=1v v

/

~

/

/

V /

/

/

/

3.0 -

3.5 TOPSOIL 0.0 - 3.0 FILL TP-3 ELEV. 258.0 SPRAY POND TP-4 TP-8 ELEV. 265.1 SPRAY POND 8.0 - 8.5 ELEV. 256.6 FIGURE 2.5-22 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 37 OF 37 3.0 -

4.0 TOPSOIL 4.0 -

5,0 CLAYEY SAND AND GRAVEL (GCI 5.0 - 8.0 SILTSTONE 0.0 - 3.0 FILL ELEV.

261.9 ELEV. 269.9 SPRAY POND TOPSOIL CLAYEY SILT (CLl SAND AND GRAVEL POCKET SILTSTONE 3.0 - 4.0 4.0 - 8.0 6.0 -

8.0 0.0 - 3.0 FILL

'V 5 ~ /.A v

  • . 6

EXPLANATION EQUIPOTENTIAL LINES FLOW LINES WATER LEVEL ELEVATION CONTOUR (6/24/74) o 100 200 300 400

!lOO M

SCALE IN FEET LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT UNLINED SPRAY POND ESTIMATED FLOW NET FIGURE 2.5-23

Top 0//Vc7TO'/O/ 0'0//

Filter fabric cSerJ//ce Rood E/.255 12" R,pro,o oec7d//79 Normal P~~/Level E~ 25/

/2" Liner

=~J~=~I\\.'=~1,!:,,=,l)I~=hl~~t,~-~\\~=lIl~/t\\~=lJl~=/!JI\\~:==-.~.j\\~.~f;I~=l;j~

...=~,/~:..~a;~~:'~::;:=lJl~=_

12"Soli cover PC//ld

/2'*00/1 cover Bo/lom

£124/

OF SPRAY PONa SLOPE Graphic Scale in Feet TYPICAL

/VOTES..

SECTIOj\\.!

o 10 20 I";: 10' 30

~

Tile soil-be///o/7//e mlx/u,re /"'o/" /he

//oer w///

CO/7s/'s/ 0/ 7.5 a 6e%/?//e O/1c7 92,5 o o/7-s/le so//'

2. go/h Ihe so//-beolo/l//6' hiler O'/?d /he 50// cover were com;OClcled to 95 OlD o/' /770x//77V/77 o'ry dens//y de/ermi/led

//70CCord0/7ce Wi/a ASTM 0 698.

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL SECTION OF SPRAY POND SLOPE FIGURE 2.5-24

E/ev.

(~;')

24/

23.9 400 (8edl O Ck 230~----'

II

\\/- AV9. Induced

/\\

SheorSlress

\\

\\

\\

\\~&drOCK)

~-------'------~

SUMMARY

OF LIQIJEFACT/ON ANALYSES AVE.. /AlOLICEO SI-IEAR ST~ESS PSF 3~'

4:J.;

i/O

2 84 96

/og

/2c/

/32 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

SUMMARY

OF LIQUEFACTION ANALYSES FIGURE 2.5-26

SP-8.-

+ SOIL BORING TEST PITS SP-10*

SP-7 SP-11

/

POND PERIPHERY SP-6 SP-12 SPRAY POND ct

--+-----------------~-.t SP-5 SECTION B""

SP-13 SP-4 SP-16~

N.8000 N.8200 N. 7800 N.7600 SP-14

\\

SECTIONC N.7400 oo

~

~w ooM M

W oo Lt)

~

w oo"

~w oo0)

~w oo

~

~w LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND SECTIONS FOR SOIL PROFILE FIGURE 2.5-26

0 R

~

iI!I

~....

'&1.1

&1.1 C1....

e"Q

'&1.1 ZZ ii I

Q

-~

i~

a:~

-I 270 i~

§~

260 250 240 230 SILT, BROWN TO RED-BROWN, SOME SAND I TRACE OF GRAVEL (ML) 1 SILTSTONE, RED*BROWN TO YELLOW*BROWN GRADES FROM.FINE SANDY SILT TO CLAYEy'SILT HORIZONTAL BEDDING PRESERVED...

  • I I

I I' FILLPURPLE-BROWN,CLAYEY SILT WITH SOME SAND AND GRAVEL o

5 b

t1 10 SILTSTONE WEATHERED, PURPLE*

BROWN SOME SILTY SAND AND GRAVEL IIYIE~SI II IIII IIIII I I I I I 15 I

PROFILE A o,

VERTICAL SCALE 10 20 HORIZONTAL SCALE 30 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND SOIL PROFILEA FIGURE 2.6-27

211 01248 I

VEfltTICAL SCALE IN FEET o

40 80 120 I

HORIZONTAL SCALE IN FEET

~~~

1 FILL, PURPLE-BROWN,SILT WITH GRAVEL AND COBBLES-BOULDERS ~

~ 4' II 1 4 I. ~~j. ~ I

4. ~t

~

~j' t

~

,0

~

L

~,~...' I.

_.-",.,f"""'"

~"'-..i~1 SIL;Y GRAVEL, RED BROWN, SANDY,TRACE OF CLAY (GM) THIN HARD LAYERS OF SHALE

~

~~

~..

..-....,. rr 1 I I I I I I 1 L.o CLAYEY SILT, RED-BROWN TO YELLOW-BROWN,

.....-.-.""f"LAYEYSILT, RED-

~....

TRACE OF SAND AND GRAVEL (ML) 011( BROWN TO YELLOW-BROWNy '"....

TRACE OF SAND AN111I' ROCK-LIKE LAYER G.R~~E~ !IVtL)

  • i

, I LL I.

I I

I I

I IT r I I I 111 I I Y

SANDY SILT, RED-BROWN TO BROWN V

TRACE OF CLAY AND GRAVEL (ML)

././

I

/

III vY 01/

.... r.. *

01.
  • Its 1=1"1:1'-1:1. CI :1=1:1:*...:~~.-

SILTY SAND, RED-BROWN, GRAVELLY, TRACE OF CLAY (SM)

SANDY SILT, YELLOW BROWN TO BROWN, TRACE OF CLAY AND GRAVEL (ML)

SILT, RED-BROWN, TRACE OF CLAY AND SAND, TRACE OF GRAVEL (ML) 212 Me l-LL.-

Z0

~<<>w

..J W

244 231 SILTSTONE, NEAR HORIZONTAL BEDDING LIMERICK GENERATING,STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT CLAYEY SILT, RED-BROWN, TRACE OF SAND (ML)

PROFILE B SPRAY POND PROFILE B FIGURE 2,6-28

Ln en r..:

b N

~

U) ai U)

U)

U)

U) q-N MN NN

~N

~.

~.

~

~

c..jjj c..jjj c..jjj ci. w Cl)C Cl)C Cl)C Cl)C c.:J z c.:Jz c.:Jz c.:Jz

~::>

~::>

~::>

~::>

a:O a:O a:O a:O Oa:

Oa:

Oa:

Oa:

a:lc.:J a:lc.:J a:lc.:J a:lc.:J 270 l-LL zo i=

<t>

W

...J W

266 262 258 254 SILTY GRAVEL, YELLOW-BROWN, ROCK FRAGMENTS AND SAND (GM)

I

~r~'11.f1~1~~.I.

SHALE, DARK GRAY-GREEN} I SANDY SILT, YELLOW-BROWN, CLAYEY, VERTICAL GRAY SILT LAYERS, PIECES OF SILTSTONE (ML)

IIJolH.lJJJJR 1

PROFILE C SANDY SILT, YELLOW-BROWN, POCKETS OF CLAYEY SILT, TRACE nrirnri IIIIII1 ROCK LIKE, DARK BROWN TO BLACK I I I I I I I I

I I I I I I I I

o 40 80 120 J

I HORIZONTAL SCALE IN FEET o

2 4

8 I

VERTICAL SCALE IN FEET SILTY SAND, YELLOW-BROWN, SOME GRAVEL (SM)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PROFILE C FIGURE 2.5-29

TESTPIT LOCATIONS AND GENERALIZED SOIL PROFILES LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.6-30 Security Related Information Figure Withheld Under 10 CFR 2.390

SUMMARY

OF SLOPE STABILITY ANALYSES LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-31 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

SUMMARY

OF RTEST RESULTS OF SOIL-BENTONITE MIXTURES FIGURE 2.5-32 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

SUMMARY

OF CR:R TEST RESULTS OF SOIL-BENTONITE MIXTURES FIGUR E 2.6-33 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SOIL USED IN SOlL-BENTONITE MIXTURE DESIGN FIGURE 2.5-34 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PLASTICITY CHART OF SOILS IN SOIL-BENTONITE MIXTURE DESIGN FIGURE 2.6-35 Security Related Information Figure Withheld Under 10 CFR 2.390

r Z

5 30 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT PERMEABILITY OF SOIL-BENTONITE MIXTURES FIGURE 2.5-36 Security Related Information Figure Withheld Under 10 CFR 2.390

2 LIMITS OF EXCAVATION FOR POWER BLOCK (SHEET 1 OF 11)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-37 3

5 4

6 7

B A

c F

D G

E H

Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 LIMITS OF EXCAVATION FOR SEISMIC CATEGORY f PIPELINES 81 ELECTRICAL DUCTS

.H~ET Z OF,','.

UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-37 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY

-I "'ELINES

  • ELECT"'CAL. DUCTS SI:tlET30F '-'1 FIGURE 2.5-37 Security Related Information Figure Withheld Under 10 CFR 2.390

'LIMITS O"IXCAVATIOtt tt<JR-'

SEI~~***INI'

"'4.. -..11 FIGURE -2.!?-3~

LIMERICK GENERATINGSTAT'ON UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPo-FiT Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY 1 PIPELINES

  • ELECTRICAL DUCTS SHEET I OF";

FIGURE 2.'-17 Security Related Information Figure Withheld Under 10 CFR 2.390

GENERATING STATION L1MERICKUN1TS 1 ANI) 2ALYSIS REPORT SAFETY AN UPDATED FINAL

.. TION FOR LIMITS OF E~~~~~ PtPELINES SEISMIC CAJ~RICALPUCTS

&EL:"EET

  • CF1~

FIGURE 2.5-37 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 ANALYSIS REPORT UPDATED FINAL SAFETY ON FOR LIMITSO~~~g~~~T~IPELINES, SEISMJ~iARICAL DUMpCH~E AY PONDPU_

SPR SHEET 1 OF 11 '

FIGURE 2~5-37 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMITS OF EXCAVATION FOR DIESEL OIL STORAGE TANKS a DIESEL OIL LINES SHEET 8 OF 11 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT

.' FIGURE 2.5-37 Rev 08 11/98 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY I PIPELINES SHEET 9 'OF 11 FIGURE 2.5-37 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CAT EOORYI ELECTRICAL DUCT BANKS SHEET 10 OF 11 FIGURE 2.5-37 Security Related Information Figure Withheld Under 10 CFR 2.390

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR TYPE I AND TYPE II FILL SHEET 11 OF 11 FIGURE 2.5-37 Security Related Information Figure Withheld Under 10 CFR 2.390

o 25 Miles I

I EXPLANATION FIGURE 2....

Other faults in Pennsylvania from Penna.

Geo!. Survey state geologic map

( Map No. I; 1975, 1980)

__~__ Mapped Faults ( type unspecified ).

~ Boundary of Coastal Plain sediments r----l Area underlain by Triassic rocks of l.-..-.J Newark - Gettysburg Basin.

+-_...., Location of geologic section shown in Figure 2.5-3.

I, I

\\

I

\\

I

\\

,DELAWARE I,

I

__1-- WILKES-BARRE PENNSYLVANIA

"'t READING

~-'--

MARYLAND

Kv :::JI£IlTltl/L /I~CEI..ERAnoNIt!

~~Kh WHfRE~

~. §T"K/~ /..~TER.~L.. ~c;nVE CMTH

",.af:,s4Re c,Ot:.F"'FIc",/£/'i'

  • Ko~COEFFrCIENTOF EARTH P~ESSURE 'AT REST"
  • 0.70

~b.8UL.1< UNIT WElqwr -135 poer.

)f'- eUOYANT UNIT WEIGwr-77.5p.c.f.

~I-SATURATED UNIT WfIGNT-I4Op.e'£ Yw*PENSITY OF WATER wG205 poe!

C\\'

  • SURCf.4Ar2Gf PRESSURE, 2SOpef.

K",. UOfllZONTAL ACCflE~ATION/9 0.015 Foil. 08£ 0./5' rOil..sSE NOTES; Fbi, Po2, P03

  • THRUST RESULTING FROM SOIL IN TUE 'AT REST' STATe Pw
  • T~usr RESULTING-FROM UYOROSTATIC p~eSSURE Poo

& TUr2UST RESULTING F~OM SURC~ARGe PRESSURE PAI1.,PAEZ,. THRUST RE8ULT'NG FROM C fj DYNAMIC ACTION OF SOIL *

....._--I-~=:.:."~iU WATER (seeO-Wf.fITMAN FORMULA ) Ie10)

Pol * ~ Ko

~b (J-t-L)2 P02

  • Ko '6b (H-l) L Poa
  • It Ko II I La Pw
  • J2 lfw l2 Pou -Ko

~

H P,AE * ~ ~a H2 Kh.

PAEI

.. 0.3 (1"'J<V)I<A"~H2.

PA E2. * ~ /(vkA rS H' Pa E

9-H(1+Kv)Oo6 1<;,+jllKv
  • ~lbtralV1ea r L talfl/YlB wall 4~~4mptl 0(1 u!>Ld Pou P02 NO ACE SURCHA~GE, ~

iJ

~

~

~ t s

GROU

~

SUJ;iF r'~ -,71 ~ ", ~'~

':.~:"~

~

~

e!

~

DESIGN

~

WATER

~

TABLE u.

I

_._--~-

~

t

-J TOP OF eASE MAT*

\\

I SECTION THROUGH EXTERNAL WALL SOil AND WATER PRESSURE DIAGRAMS LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT LATERAL SOlL PRESSURE DIAGRAMS FIGURE 2.5-39

N I

0 In0.

~

E 0

N

~

w8

~-

011 ze" M

I 0

c"-

.£:,

r:

z t---+---+---+-#~-~"--~I---+--+----1~--I-" <<

o a:

~

VJ a:

~w I

VJ LO t--+--t--+---++---t--+f--+---+--+-----l~--I-Io co I

0 8

0 0

0 0

0 0

0 0

0 0

co co

~

N 0

co co

~

N N

Z:>t o"en-

~

a:

Q Q

Z

~

Qww VJ w

U Zwa:

wu.wa:

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SHEAR MODULUS PARAMETER, K2, VS.

STRAIN PROPERTY TYPE I BACKFILL MATERIAL FIGURE 2.5-40

N

.......r------r-----r------r----r----~b 0,...,

LD 0)

I 0

~

a::

C Cz<<

cww U) w U

Zw a::w CO u.

I w

0 a::

~

LD 0

LD 0

LD 0

N N

% 'OI.1'VH ~NldV\\l'Va LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT DAMPING RATIO VS. STRAIN PROPERTY TYPE I BACKFILL MATERIAL FIGURE 2.5-41

L4 -

B highly ~ cl8ystone; in l*1 y

L2 - B..... to '*"...,. twd y--m.ing mudItone or cl8ystone;........

L3 - Yellow to brown *.-iIbIy fine-tD

-vf~oilty minor......;_.....iIh~

.......... Mootly thin-bedded B, - Bru..... _

bIlow l..ocblaIat unIa B2 -

BruflNid< _

..... lol:bIDng....

LITHOLOGIC DESCRIPTION B - Brurwwidf, FC!!!!!tion - Red 10 br-............

lihltone,minaf...;.............

8 Booeplan end elevations Ihow..~ion configuration prior to placill\\l lining or bocklill.

Promi,wn'" bed......-l at ~ of sIopo (1' to 1*II2*thdl.

2" offwt. N. side dn.

Frocture..... 2-24"

~~-::':'i:::-. ctoy-eoMed; o

Frocture

Iroctu.. dip 7O"N to 7rPs within B" wido; iron-ttoined oild

-m..d. No offwb. AII..ft materioI to lirm rock.

EXPLANATION Denotes eI..,.tion 01 ex~ated surf.,., at location _.

Dip of slickensided joint pl_. showing dip of slickensides.

L -

l.ocIc!t!!npFormation - B........ or ~

(Note:

dip-tlip linution _.1 whh ~..., 10 _

or br-. ~

units Lithologic contM:t. dashedwhere indistinct.

Lithologic units recogniZed in mapping.

(See description at right.)

Exposure 01 black ""'Ie...-.ben 01 Lockatong Formation.

Repreoenwive joint. showing r_ of dip and joint IPKing.

L, -

Light 10 medium...,*..., Mrd. f.......

(See abbr..,iations below.!

.................. whh minor IiIty,...

_; medium bedded.

L.oc*Iy -"ibitI i............ of dm.ur fooIprints Vertical or neIf'*vertical slope in exavation; hKhures toword lower side.

Joints and frlCtures. showing dip;.-tical joint (right);

dashed where indistinct.

Strike and dip of bedding.

LIMERICK GENERATING STATION UNITS 1 AND 2 ABBREVIATIONS USED:

typ.:

typical or typically;..-d to indicato joint symbol__ts 0 lit 01 numerous repetitive taints prom.: promi...,t

'P.: spocing mult.: multiple; reIon to wry clooe-tpoced parollel joints ot.rwd at _stern end 01 pond

-m.:-m..d UPDATED FINAL SAFETY ANALYSIS REPORT CD Irregular joints or Iroctu..;...olly

-mered and oxide-stoinod. oome with cloy lilms. Width is _

wItIre clooe-tpoced froctures form narrow zone.

@ Frocture zone 1/2" to 24" wide; up to 2*112"

~t right laterol offwt~; zone terminal.-.ro at L,*L2 contM:t.

@ Numerous curving. gontly dipping s1icken*

sided joints.

Striations show pure dip-tlip odjustments.

@ Low-angle joints with slickensides e~

in slope.

150 200

====z

~/

~~

~yp

)70--90" 1/'Z-3'sp lOy N

\\A-2 A-2

~L--1 Lac.tion 01 Geologic Section (Shown on Figure 2.5-43) 100

\\1 I

.-1

,J I

1 I

j

..J

//

/!

50

/

a P'"I

\\

\\

\\

\\-to -,.....

/

f

~

JTyp.

14?'~9O"7 0,

o CD

~I SPRAY NETWORK "A"

I I

j I

_____L-l-_L.._J I

I L __

~~_-l._-===r-=~

I I

8' 0,

CD' g

Ii I

Umil of prepared rock surfa!:e

~TYP" 1-5 sP I

I "'N I

85°90" 11° I

II I

---.L

._~

.....v~

~

lK)"-9O"~,'

~"'-------'----~----"'tl----'-----_L.-_-

_~-L==:r=

I

/

/

/

/

~PRAY NETWORK *0*

~APprox. lo~1 of rock

____~rodotjOnolt_.c_on_l_OC_l)

-+

\\-+--..--=---.--,--_--:;---'=------::-o~=-----_____l'~~

oo

~'"

0' o

~!

...000 N8200 SCALE IN FEET 8

7 6

5 4

3 2

GEOLOGICMAP OF.-.tAV fIOND fiGURE LI-42

z o

w

...J W

240 200 SOUTH 280 Spray Network "D" --------~..I Normal pool EI.251 "\\

I

~er- :-:

.~....-...:...,...-...,... -. :,...

......1 I. h

_-::=.. -._.. -'.. -'

B

~ader plpe**:",_.*-.. -**._.*-

L

_-: ~ ~~.~ :~::'~~".::~":~.:;:...:::.::: ~*;:*:*~~*":*S***.::~i~~~::~~~~~

1- :-:--. '. -::.. -: '. :.-. '. '. -..._Prominent black cl~ seam-' :"'..:.. :"'.8I' -...,.:... :: :. -'. ~.. ::.

I~

Prominent green shale bed 240 200 NORTH 280 z

o UJ

...J W

N 8100 N8000 N7900 N7800 N7700 N7600 SECTION A-I EXPLANATION Lockatong Formation (Black claystone or shale members shown in dark stipple)

Brunswick Formation NOTES:

I. Southern continuation of Section A-I is shown in Figure 2.5-9.

2. For lithologic descri ptions see Figure 2.5 - 42 *
3. Rock surface at spray pond networks was backfilled with concrete to elevation 239 (see Section A-2).
4. Location of sections is shown on Figure 2.5 - 42.

E3

~

~

z o

w

...J W

200 SOUTH 280 L 2( projected) 1 Minor fracture zone I

.~*:ii..~~.~*~~:~.:i\\: t'.';:"'~-:-

Concrete backfill to EI.239 Prominent green shale bed 4---------Spray Network "c" --------~

N7900 N7800 SECTION A-2 LIMERICK GENERAnNG STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.J.a

i

~

I'

--.~.,.

II I

I

!I!i

_~al/o.o LIMERICK.(lENEfiAnNO-sTATJO'-

UNlTSt AW02 UPDATED FINAL SAFETY ANALYSIS REPORT N

4-

-I

~E.L.I~O.~

IOO'+/-'

'Sf~IPPIN~

--~--t.- ____

\\

4.0

~

TYPE :II fl LL I

EL., 21~.. O

~............ 'l.'ZC;

l I 12.

11 BI'TUl'-'lIt'-JOU~

~U~F~'-'~

wi4" ~ur;6~'SIe

---__-i'-~~~L 180.. 0 40 l i

__.--- ----------- ----.--.----------to

+----~---

i

~CQNDE::.NS~Tr=.. <;io~~~E.. ~~~

UNll 2.

FIGURE 2.5-44

'\\

A 10 I

0

)

J w

I

/

I&J.

01

'/

~-s o

/

Po

~

02

/

0

_tit 0-JO..

c:

0.1 4

~

~

1 2 1

~

u o J ~

1J E

s 0

/

c c:>-

c I

0 O~

~i*

II

.w I

~

0 V

/
  • en..

9, I

l~Os 0

0.2 1_

I J.

.2 V

  • /

CD P 0,

10-TJ'1---P 0

"Y 0:

u..

0 u

0 0 0.2 o.~

OA 0.8 1.0 2

Rock Quality. (VF/VL),

ROD

REFERENCE:

WASH 1301 REPORT (1974)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT VARIATION OF THE RATIO OF STATIC TO DYNAMIC YOUNG'S MODULUS WITH ROCK QUALITY FOR ROCK MASSES FIGURE 2.5-45

0.1 0.1 0.03 0.03 0.01 OJXB 0.001 0001 0.003 001 Sheor Stroin. r-,ermrf

~

I I

~

~~

I I

REFERENCE:

SCHNABEL, ET AL (1971)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SHEAR MODULI AND DAMPING CHARACTERISTICS FOR ROCK FIGURE 2.5-46

Range of values for data shown In Figs 5 and 6 ------'

o 0

cu cu

~ ~ 0.2 r----------+---------....,;.--+------...:..--=---~~LHr...J-J~-----~

1.0 r---.::z:2!!:!:~r:rrJ~;:;:;:;===:--------r--------r--------.,

c: i O.8r----------t----~~~Y+Y_f_1~------+---:....--.;.......--J

~

~ 8.

en.

I.'

0 0

~

~ 0.6.-----------1----------.--r::~f'_r~'I'_I_+_I~---:---f----------~

en.....

o 0

tn

I
J

'"5:; 04 "tJ "tJ r--------""'""---t-----------l-----~r-J-,~I-I-h~---------~

o 0

~:e 10-2 Shear Strain, Y - percent o

-.1'--

10-4 10-3

REFERENCE:

SEED AND IDRISS (1970)

LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT VARIATION OF SHEAR MODULUS WITH SHEAR STRAIN FOR SANDS FIGURE 2.5-47

N8400 NOTES:

1. SEE FIGURE 2.1-41 FOR ROCK SLOPE PROFILES.
2. ALL AREAS OF WEATHERED

~EDRQCK WEAE EXCAVATED AS SOlLAND C~T AT" TO ~.

LEGEND ROCK SI.6Pb:

f?{J STRUCTURAL EXCAVAT'ON

~l

\\Excavations for column footings

\\

,...\\.,

~---

i I

"/-

Approx. top of rock

)

(gradational contact)

I

\\

!\\:,

~

i

\\

I

\\

. \\

)

I

/

r+-----Rock bolts installed in 2: I slope SPRAY POND I

OVERFLOW I

STR/TURE I

N82~OQ_~

~

-=--.....-==::==~-=::::-

+-

--+_-+-_+-

-+-

-+-

--+-__

N7600 N8000 SCALE IN FEET LIMERICK GENERAnHG.TATlGN UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT I

I I

i N7400 I

I

~.

~l 0

~I 0

0

~I 0

0 N

10

1 r<>

-.J w

o P""'I 50 100 150 200 FIGURE 2.5-48

5 260 250 5

See Fig. 2.5 -24 for.

ri p-rap and Iiner detail Max.Pond E I.

251

---.5l....-

SECTION 0

N Soil and highly weathered rock N

5 Header pipe conc. encasement

,. 1

==~

'-,- -=:: ~ -::::::::: ~-- -

1...~/_ __ __

~

W diP Block claystone

~:::::---:::::::

(Lockatong member)

==

I"soft. block bedding

~ooe

<loy "am

/

Hard. gray calcareous siltstone SECTION G

N 260 250 230

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

Gray. hard. indurated (calcareous) siltstone and fine sandstone Shotcrete 4" min.

(~ ----

Compacted soil cover over soil-bentonite liner 260 240 NOTE:

OCATION OF SECTION~~

FOR L SEE FIGURE 2.5-41 LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT SCALE IN

)

5 SECTION E

~

~-

Fresh to rnoderotety weathered brown and ton siltstone and silty snndstone j sorne claystone;lans cloy films on some bedding p

N 260

---...;g --==-

250

~~;:;:==I-240 o

5 10 20 30 FEET 40 I

SECTION F

SPRAYPOND ROCK SLOPE PROFILES FIGURE 2.5-49 "

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