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LIMERICK GENERATING STATION UNITS 1ANO2 FINAL SAFETY ANALYSIS REPORT SITE LOCATION MAP FIGURE 2.M
NOTE: THIS FIGURE IS BASED ON THE U.S. GEOLOGICAL SURVEY MAPS OF POTTSTOWN, PA. (PHOTO REVISED 1973), AND PHOENIXVILLE, PA. (PHOTO REVISED 1983). LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT GENERAL SITE AREA MAP FIGURE 2.1*2 REV. 52, 06/88
NOTE: THIS FIGURE IS BASED ON THE U.S. GEOLOGICAL SURVEY MAP OF PHOENIXVILLE, PA. (PHOTO REVISED 1983). LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT SITE PLAN FIGURE 2.1-3 REV. 52, 06/88
NORMAL. RELEASE POINTS PA STAT( COORDINATES, SOUTH lON( llN FEETL ELEVA.TIONS !FEET MSLI TURBINE ENCLOSUFIE VENT (NORTH STACK! N 331,932 E 2.603. 786.5 ELEVATION 416 Sl'FIAV PONO @ TWO HVAC VENTS FOR REACTOR ENCLOSURES N 331.782 E 2,603,786.5 ELEVATION 416
@ HOT MA INT[ NANCE SHOf> HVAC N 331.860 E 2.603.950 ELEVATION 416
© THREE STACKS FOR AUXILIARY BOILERS N 331 862.!:i E 2,603.962 5 ELCVATION 423 FIGHT STACKS FOR Ol(S[L GENERATORS N 331.700 E 2,603,786.5 EL(VATION 253
@ WATEA V4POR/ORIFT TWO COOLING *OWERS N 332,798 E 2 ,603.4 74.5 E 2,604,158.5 ELEVATION 764.5 SCHUYLKILL RIVER DIFFUSER DISCHARGE N 330.311 E 2,603,021 COOLING TOWER COOL ING TOWE A ELEVATION 104 UNIT 1 UNIT2 WATER TREATMENT TECHNICAL IT SUPPORT CENTER BUILDING SWlTCHYARD PLANT !'ARKING TURBINE ENCLOSIJRE TURBINE ENCLOSURE HYDROGEN UNIT 1 UNIT 2 ENCLOSLIRE RAOWASTL*
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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. Ll~RICK GENERATING STATION lMITS 1 ANO 2 UPDATED FINAL SAFETY ANALYSIS REPORT SITE PLAN FIGURE 2.4-1 Rev. 2 July/q2
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- 1. COMPILED FROM INFORMATION FROM DELAWARE RIVER BASIN COMMISSION.
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207 238 D "'"' "° 1421 102 1280 158
- N6200 D
- - - - - + H - + - - - 1 1 - - - - + - - - - - - + - - r - - - - - H f - - - + - + - - l r - - - - - + - - + - - - + + - - - - - - - - f - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - + - * - - - * * --------h--~--t---H-+-----T\-~-ISl~----+--=d--~rcl--J--r.~-~lD+,My,--t\ol--+------------+-!!-f-i-t----t-f------------t---
!Sl I"'-- ['.. !Sic II I I I HP i I ~~--------l-----'-'l---'-"l---+ll:_:__-_L__~~----1..-li':l:::¢r~
I I I I I LISTER AREA I 0 LGS WARE DUSE BUILDING E I I I I I ll80 U/1 TURBINE BLDG U/2 TURBINE BLOG E 144 I I I I I I I I I I "- 90 I I I I I 0 z 113 I I I I I <I: 1230 I I I I I- - 60 I I I I 10913 I I I I ' 1213 1183 N6000 I I L _ _J 60 0
------i-----
v
--------------------- - +- - - - _1_44 - -- - - - -
U/1 REACTOR BLDG U/2 REACTOR BLDG 1133 CHEM 1 LAB RAOW~STE BL~G 0:: w _J GML BLDG 0 () D D I '===--=-=--=--=-=--=-=--=---=-=---=-====i==========='-1 :
- J
<I:
U/1 U/2 DIESEL DIESEL BLDG BLOG N5800 0 c c 8 0 ISl ISl ISi IS) Q Q co ISl N MMF ~ LO lD N5600 w LiJ w NOTES:
- 1. THESE BLOl
~
a; E I SO ~ I SO
~
't IL 140
~ 140
_/ ~
- I
- 130 130
~
~ 0
~
120
~ 120
~
I 10 I I I I I I I I I I I I I I I I I I I I 1 I II I 10 10,000 100,000 1,000,000 Discharge - cfs o From backwater study 0 From friction - slope - discharge relation ( Fig.2.4-13) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER DISCHARGE RATING CURVE AT LIMERICK SITE FIGURE 2.4-7
COLUMBIA
~ *COUNTY L-
\
CARBON COUNTY ~~SYL\,A~IA \ NORTHUMBERLAND COUNTY I SCHUYLKILL **Jlllt...[ L:~R BASIN:- ~ LEHIGH COUNTY LOCATION MAP SITE "I\ .,..., LEBANON c ') /"- I ( I
'K I
'~-:) , , BUCKS COUNTY
("\ .... MONTGOMERY \ ... ....,._ "" COUNTY ' NOTES:
- 1. COMPILED FROM MAPS OF THE COMMONWEAL TH OF PENNSYLVANIA, DEPARTMENT OF ENVIRONMENTAL RESOURCES (FORMERLY FORESTS AND WATERS) LIMERICK GENERATING STATION
- 2. :(i).- INDICATES STREAM GAGING* CHESTER COUNTY /'~ UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT STATION; SEE TABLE 2.4-9 ELA WARE
, COUNTY I
SCHUYLKILL RIVER BASIN SC ALE IN Ml LES 5 0 5
----- 10 FIGURE. 2.4-8
- FROM FIG. 2*4-7 130 I'-/ \ / "--- /\
v
~~I ~~---~
~ ~ I rv 10 15 20 25 30 35 40 50 55 60 1000'SOf FT. FROM SANATOGA NOTES' I PROFILE FROM SURVEY DATA TAKEN BY SANDERS ANO THOMAS, INC, THEIR DRAWING I OF I DATED 7/17/72, 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER HIGH WATER PROFILE FLOOD OF JUNE 22, 1972 FIGURE 2.4-9
0 0
~
0 It) 0
~
0 rf')
""~
U) 0 N a::
~
a:: l&J co I-
~ IC)
-z I\ v 0
l&J z
\
l&J a:: rf') a::
\
- l 0
\
l&J a:
\'
N I\ IC) 0 0 en 0 0 0 co 0 0 v 0 0 0 0 CX> It) rf') N 0 FLOW IN 1000 C.F.S. NOTES: LIMERICK GENERATING STATION UNITS 1AND2 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
NOTE: THIS ORAWING IS COMPOSED OF PORTIONS OF U.S.G.S TOPOGRAPH IC MAPS, 7.5 MINUTE SERIES, PENNSYLVANIA: PHOENIXVILLE 1955 (REV. 1968) POTTSTOWN 1956 (REV. 1968) LIMERICK GENERATING STATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER BELOW POTTSTOWN, PA. BACKWATER SECTION LOCATION CONTOUR INTERVAL 10 FEET DATUM IS MEAN SEA lEVEl FIGURE U-11
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 LC. DENOTES LOWER CHORD 11 "UPPER AND LOWER CHORDS REFER RESPECTIVELY TO THE TOP AND BOTTOM OF THE FLOW OBSTRUCTION PRESENTED BY THE BRIDGE SUPER-STRUCTURE. APPROX. PLANT SITE 356,000 C.F.S. z U.C. SANATOGA BR. 0 fi>~. 200,000 C.F.S ~ ~ 140 t-------1~------f-----+----------+------+---t U.C. LINFIELD HWY. BR. 1&.1 99,000 C.F.S. U.C. LINFI ELD R.R. BR. l&J l&J u> LC. SANATQGA BR. -LC. LINFIELD R.R. BR. cto 53,900 C.F.S. LC. LINFIELD HWY. BR. 11..m a: ct 28 000 C.F.S. ~ I&.. Cl).,.: 120F~::;;;;===r=======t========:f:~=:::~=:~::::~:::=:=:~ a: 21,000 C.F.S. l&J ti~ 100~.~:L:!~.~~~~.~~~~+/-~~~~~.~~J~.~~ 0 2,000 4,000 6,000' 8,000 10,000 DISTANCE DOWNSTREAM FROM 12,()()(\' SANATOGA BRIDGE LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPUTED WATER SURFACE PROFILE AT LIMERICK SITE FIGURE 2.4-12
20,000 100,000 1,000,000 l.S 2.0 ..2
)C 3.0 I
iii CL 4.0
~
c 0 t s.o
~
6.0
~ /
/
10.0 20,000 100,000 1,000,000 Dischar9e - cfs o From backwater studiH
- - - - - Apparent Asymptote ( S= .000381 Best - Fit by eye trend I Used l LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT RELATION BETWEEN FRICTION SLOPE AND DISCHARE OF SCHUYLKILL RIVER AT LIMERICK SITE FIGURE 2.4-13
Maiden Creek Dam V FWSD= 397.5 400 400 Blue Marsh Dam
- VFWSD = 317. 5 Ontelaunee Dam
- J FWSD = 304. 2 300 300
+-
cu cu LL.. I z Q Plant grade El. 216.5}_ ~ UJ
....J UJ 200 200 Standard Proiect
- Flood 250,000 cfs 100 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 River miles upstream of Limerick Birdsboro Section Limerick Generating RIVER PROFILE SCHEMATIC Station EXPLANATION:
\7 FWSD = Water surface elevation at time of failure.
216.5 PLANT GRADE 100 0 0 1000 3000 5000 7000 9000 CROSS-SECTION OF SCHUYLKILL RIVER AT LIMERICK SITE LIMERICK GENERATING STATION UNITS 1AND2 51!!!!i;;;;;;;;l!!!!!!ll;;;;Ol!!!!!!Oi;;;;;,iiiiiiiiiiiiiiiiiii!!!!!!!!!!!!!!!!!!!!!!!!~l5;;0iiiiiiiiiiiiiiiiiiiiilii!5!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!i2!&0iiiiiiiiiiiiiiiiiiiiii25 MILES CONTOUR INTERVAL 100 FEET UPDATED FINAL SAFETY ANALYSIS REPORT DATUM IS MEAN SEA LEVEL LOCATION MAP- FEATURES OF DAM FAILURE STUDY FLOODS DUE TO DAM FAILURE RIVER PROFILE AND DAM LOCATION MAP FIGURE 2.4-14
214 EXPLANATION OBSERVATION WELL WITH ELEVATION 0 200 400 SCALE 600 IN 800 FEET 1000
*PS OF WATER LEVEL IN FEET.
LIMERICK GENERATING STATION '-.... UNITS 1AND2
~So
"-. POTENTIOMETRIC CONTOURS IN FEET. UPDATED FINAL SAFETY ANALYSIS REPORT NOTE: OBSERVATION WELLS AND WELLS ~&AND0~600R POTENTIOMETRIC CONTOURS OF DESTROYED DURING CONSTRUCTION, SEE UFSAR WATER TABLE, MAY 25, 1979 TASLE 2.4-21 (sHEET10F2)
FIGURE 2.4-15
...... *\~*
( EX p LANATION 0 200 400 600 SCALE. IN 800 1000 FEET
*P6 OBSERVATION WELL WITH ELEVATION OF LIMERICK GENERATING STATION WATER LEVEL IN FEET
- UNITS 1 °JiND Z
__.,'1,. t;,O~ UPDATED FINAL SAFETY ANALYSIS REPORT POTENTIOMETRIC CONTOURS IN FEET OBSERVATION WELLS AND POTENTIOMETRIC CONTOURS OF WATER TABLE -- MAY 31, 1988 ( SH.E.ET 2 o F 2) FIGURE 2.4-15
EXPLANATION 0 10 20 SCALE IN MILES
~ Public Ground Water Supplier Referencts:
Biesecker, J.E. Lescinsky, J.B. and Wood, C.R., 1968 "water R11ourcts 11 of the Schuylkill River Ba1in 1 Water R11ourc11 Bulletin No. 3, LIMERICK GENERATING STATION Department of Forest and Waters, UNITS 1AND2 Harrisburg, Pennsylvania. UPDATED FINAL SAFETY ANALYSIS REPORT Hammer, P., 1976, 11 "Water Service Plan 1 Montgomery PUBLIC GROUND WATER County Planning Commissioa, Court SUPPLIERS WITHIN 20 MILES House, Mortistown, PA. OF THE SITE FIGURE 2.4-16
2500 SCALE IN FEET
Reference:
LIMERICK GENERATING STATION UNITS 1AND2 LGS PSAR Figure 2.4. 2 UPDATED FINAL SAFETY ANALYSIS REPORT GROUND WATER USERS WITHIN ONE MILE OF THE SITE FIGURE 2.4-17
P-1 P-3 ZN1---L-------+--!rft--+---+--t-----]l~~~~-r----r M §N r\1\l 1~r A Zn A QN
\ ~
f-
~~\
v < d
/~\
~/\ A 1 At1 rl ~L
/ \;
~U-___µ~~--+---~------r -
~
\/\j -- _/ ~ ~'
~~
~
J ~ \/
~
I \ /' 1-J v v
;:; I I I 1973 1974 1975 1976 1973 I 9 74 1g75 I 9 76 I 9 77 I 9 75 I 9 79 I 980 I 98 I l 9b2 I 983 I 984 T 985 I 986 981 1988 HYDlltOQlll:APH or M:LL P-1 H\'1111OllllAPH or IELL P-l I
I I ~ I::,
- I
-J11r~+---+-------i-P-21 s~~--i-----t-----:-r--
I I- I I
~~ j'\----J-if~--tr-=-r---~r--
I ,_973--97-4 --------~ NOTES:
- , For loc9tions of ~mtion wls, -
. **Fiture 2.4-11"
- 2. T-ponry Miit P1, P2 Ind P4-. destroyed during conatruction.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS (SPRAY POND AREA) (SHEET 1 OF 3) FIGURE 2.4-18
~-------~--------* -~-*----- ~~- * - - -- - - - -
-*---+--**------+--
P-1711
-1 ! , - * - - + - -----+- -* - * - - - - -__ j__ _ - Ii - I P-9':
L--~, I I I
+-------+ lI I
- ----*-----*--------*-.~--*-**------ - - * - - * - - * - - - *- - * - - - --* ---~- - - - - -
' - - - * - - *-*----*---*-***-""-"----~~-- -----~--~ - - - * * - - - - -- -~- - - ----
- 1. fOf' loc:etions of oi-wtion ...... -
*fifuni2.4-15"
- 2. ""'Sl"*20 llld SP-21 dntroyed during
------+------------1
~
~;s.-21,...-byl'I J, OltlllVATIOH Will WAI A*~MtOlllll.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS (SPRAY POND AREA) (&MEET 2 OF 3) FIGURE 2.4*18
P-11 P-16 6:"tt1+--..-+-~+-+----++-+---+-t-+---bo<;t+--+----+-t---~ B~++*----+--<-+--++----+---.-++-+t--+<.-+--jr~ I- I- < <{ ~__.4-1--+---+-+-~----+---+---+-f----t-----+----~+--------+-----+---------j------j d~+-11+-+++----++-+------+-+--t+---r-Hr---+t+-i\--+t----+--+--t+---+----+------t----+------+----+---1 1 979 1 980 I 98 1 1982 1983 1984 I 985 19 86 198 7 1988 9 79 1980 I 98 1 I 98 2 I ~Bj I Y84 HYOROQRAPH Of ELL P-11
'~sl I
I I I I
-~ ----
j I I I
~ I A
,............ l,,,
.!""\ "- A 6~1"'---------9-----c---c~'---'--_._~------'"<->""'+-_.._.__-f==-'=a...~~"'--"-------P-~-r+V-~d"""""'---".+l--\-c---+---,
~\r
~
- - - ""'"'-) VT\j
- T
< I t ~4----+------1------t------+-----+----+ I I I I I I I I I I 980 I 982 1983 1984 I 985 I 986 I 98 7 1988 I 979 1980 1981 I 9 82 I 9b3 985 1986 I 987 I 988 HYDROQRAPH Of Ell P-12 HYDftOGllAPH or .:LL P-15
~
- 1. For locations of wells. - Fiture 2.4-16 P-13 2. Note c:ompr-i vertic:el _ . of hydrotnphl of P-14 1'11. 1'1hnd 1'14.
- 3. W* 1'13 mnd 1'16 ......... duri111 on'90inl COllltnlc:tion ..i .........
-- t 5~+---~=--t-----+--.---!------+---+-------l----+-----1------+-----H ~~~--t+l-l't---+-H-t-+-----t----+------+---+--+--------+-1
<( <! ~ +---------+-- ~ LIMERICK GENERATING STATION UNITS 1AND2 i
~+!rrn"TTTrrrrh-r"TTTrn-rrrl"TTTrn-rrn-rhrn-rrn-rTTf-rrrm-rTTn+rrn-rTTTITr+m' UPDATED FINAL SAFETY ANALYSIS REPORT 1979 1980 1981 1982 1983 19 84 1985 I 986 1987 1988 1979 1980 19 81 I 982 1983 1984 HYDROGRAPHS OF OBSERVATION WELLS (POWER BLOCK AREA)
(StliET S OF!) FIGURE 2.4-11
I I l I 200
~--* _,..*"\. I
*1 \ I
*'-.Jr*.........,*r*~*
*I I 1--*--*
--*-*~1
~
ILi UJ 190 I
-- ,.1 I I \ *--r LL II *..._*-.........__*-*t--*-I
_......--+----------1!--.. (/) _J _J p II ILi 180 I I ____ I *-*-
~
z .-. I I 0 170
/' .... "1\.... ,/..... I I I --..------i---------* P 14 ~
a:: I '\/' I I I I w (/) I I I . ~...._I I II / ID 160 0
- 1 I :'. . . . /... t**-... ...__ ._ I z
1 I .** *-...... -.i.
- I I. . I .*/_
0::: I .*-- NOTES:
!I ILi 150 ~ p*1s ~ I ***--- p 13
- f. For locations of observation wells see I
LL 0 140 I I I : I Figure 2.4-15. I/A-.. -------~-------i------r-----+------ p 15 z 0
~
- 2. Precipitation data from on site
<X w 130 ~, I I I I I metorological station.
**-**-**~**-**- ~
_J w I /'** I **-------**-**-**-**- I .. --* 1
.. .. - ** * - * * -P 12 120 I I I 4.0 I I I
(/) w I I I
~
u 3.0 I I 1
.. I I I I ~
0 z 2.0 I I ~
<X I I I
~ a.. -u I I I w 1.0 I I I a:: a.. I I 0.0 I 10 20 JULY 1979 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DAILY PRECIPITATION & ELEVATION OF WATER IN OBSERVATION WELLS POWER BLOCK AREA FIGURE 2.4-19
O> O>
- co en o; ON en U)
(.!:) <( 0 a: <( z ci - <( z~ c 0 Lt) 0 a: en 00 *.;; C'> ...... ca c en ..... *- U) ~ a: .... ..... w Q) ca
..c
..... Q) al ca C'>
~ Q) ::J w ca 3: > ii. C'> z Cl. 0 z .::,t,
- J
~
LO, -~ ~ ...... .... al en E*- ..... :.J U)
~
(.!:) en <( 0 M en w z M en M N 0 co M 0 (S3H:::>NI) NOl.1V.lldl:::>3~d AlH.lNOlfll lV.10.1 LIMERICK GENERATING STATIO'N UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TOTAL MONTHLY PRECIPITATION 36 MONTH MONITORING PERIOD FIGURE 2.4-20
300
- J
(/)
- E
~ z 0 t:= c( w ...J 200 w
*Near Reading about 30 miles upstream of Limerick and 5 miles downstream of Blue Marsh Dam.
100 ....~--.......~--~~--.~~--~~--~~---~~......~~--~--~~-- o 2000 4000 6000 8000 10000 DISTANCE (FT.) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS-SECTION OF SCHUYLKILL RIVER AT HYPOTHETICAL DAM SITE* (LOOKING UPSTREAM) FIGURE 2.4-21
300
~I ml II I-
~I
(/)
- J
(/) c{ ~ i-= LL z 0 i= c{ w 200 ...J w 100--------------~------------~~--~----~--~~--~-- o 2000 4000 6000 8000 10000 DISTANCE (FT.) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS-SECTION OF SCHUYLKILL RIVER AT LIMERICK (LOOKING UPSTREAM) FIGURE 2.4-22
300
- J Cl)
~ u. z 0 i== <{ w 200 ..J w 100...____._____.._____....____._____....____.____......____.____..._____. 0 2000 4000 6000 8000 10000 DISTANCE (FT.) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS-SECTION OF SCHUYLKILL RIVER NEAR BIRDSBORO (LOOKING UPSTREAM) FIGURE 2.4-23
LL. J: t-a.. w 0 0 2000 4000 6000 8000 10000 BREADTH(FT.) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS~SECTION OF REPRESENTATIVE PRISMATIC CHANNEL FIGURE 2.4-24
4.~o
REFERENCE:
Fenneman, N* M d JohlllOll, O.W., 1946
. *.'.an of the Unit.cl States; Physi09raplc DiYlllOlll
- oc U.S. Geol09icol Surwy, Washington, . .
Scale 1: 7.000.000 rf.1
~(
gf/' 40~-
...::i~~
z; !//
\~.'
.,.//F lJ1>
'J;;~3 0 10 20 30 40 ~ 60 SCALE IN MILES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT V!RG1N.A
;:~;;f,,~Y.ri:: CAROUNA PHYSIOGRAPH.IC DIVISIGNS FIGURE 2-1-t
EXPLANATION DESCRIPTION CRETACEOUS: UNCONSOLIDATED SANOS ANO CLAYS TRIASSIC: DIABASE SILLS AND Dll<ES TRIASSIC: LOCKATONG LITHOFACIES; ARGILLITE AND SHALE TRIASSIC: HAMMER CREEK LITHOFACIES ANO BORDER CONGLOMERATES TRIASSIC: BRUNSWICK LITHOFACIES;Sll TSTONE, SHALE ANO SANDSTONES TRIASSIC: STOCKTON FORMATION;SANOSTONES AND SHALE ORDOVICIAN: LIMESTONES. DOLOMITES, SHALES CAMBRIAN: OUARTZITES,PHYUITES AND CARBONATES PROBABLE LOWER PALEOZOIC: SCHISTS, GNEISS AND GRANITE PRECAMBRIAN: GRANITE GNEISS, DRANODIORITE QUARTZ MONZONITE AND GA88ROIC ROCKS
.!iJ.--
KEY CHALFONT FAUL TS
@ FURLONG IFLEMINGTONJ
© NORTH BORDER
@ HUNTINGDON VALLEY--<:REAM \/ALLEY
@ ROSEMONT LIME VILLE BRANDYWINE.MANOR
.,JlJ,- DIKES 8i SILLS ELVERSON Q) DOWNINGTOWN DIKE HAYCOCK Sill
© ROCK Hill Sill 8 ZIEGLEll Sill ST. 'ETEllS Sill
-- 0 STATUE MILES 10 15 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT II I " f II [ N C [:
NOTE: REGIONAL GEOLOGY THll IWI" W.AS ""[".AllL!:D "llOM "OllT IONS 0" THI: "0LLOWI NI PRESENTED IN PSAR AS FIGURE U*l*l*I* TO .. OClllA"HIC Mo'l"l:WILMINITON1 D!L*-N*J*-"A*'"MO*, 2.5.8; PREPARED BY DAMES AND 1966,ANO NE:WAllK 1964. MOORE. HOLOtlY ADA"T!:D IN "AllT i<llOM ~ "[NN* 111!'.0L. SUf!VfY lfOLCMllC.AL M.A .. O" "L!:NNo 19EQ, FIGURE 1.1-2
EXPLANATION
~: Jid diabase dfkes and sills,ltg Gettysillu"J
~qc ~le
(.) 0 = t : n (Brunswick equivalent), quartz N congl.-rate.~n New Oxford fonnat1on (Stockton 0 equ1valent). en LLI
- E mNSYI.~:*IFl)ppost-Pottsville fon1111cions; f>p
~ Pottsvi 11 e group - sandstone and conglOlll.!rate
~ with coal.
..... -MtSslssiPPfAN:Mmc Mauch Chunck fonnat1on - shllle and sandstone;Mp Pocono group - conglG111erate c and sandstone.
,,~
\)
]
c
*c; c
.. c ""... .. Dck DEV!llilAN: O'ck Catsk111 fonnat1on, red sandstoMs c ....
- I c .E t:l and sha1es;DrnPlar1ne gray to brown shales, gray-0 -~ \.)
c ::I -~ ~ c: c c ~ wackes, and sandstones ;Oho Hamil ton group, u"-
'!c
- I 0 ...
g t:l=::I5 ti ti
"!c ... c
"'ti. ~c NW .....
0 II.I d1fferent1ated;0oh Oriskany and Helderberg
~ 0110
!c \;.."
0 z
.. ~ ~
- I 0::
\; :I
~
Cll 0 fonnat1ons, und1fferent1ated. Q:: >. ::I ~ -~ :I :J Ooh
~
.....t
- I ~ 0 2
E . 0 ~ ':i: ~ ti '1:1 ~ ..... ~ e- ~ ::I 0 :c
\; 0:: c ::I \; ...
...*!:! ::I Cl 0
.c ~
*c 0
.c *c "
~
l * ~ u
~~~~~~~~.k':r~m~~;e~~~~i:~S:~1~~~~u~~d a
~ -c: ~ 0 ti u :I Skw Cll 0 Cl
.c lit * ~
" 'i 0 ci:
FEET ..... iii 2 ~ '..J ::I c:i '..J ~ Cl
\0 (I) <i)(I) ::::i ..... iii ..... :I llcKenzie fonnat1ons, und1fferent1ated;Sc Cl1nton Sc group;St Tuscarora fonnation.
2000 0 (.) St
- 2000 0 N
- 4000 0 ORC~iv-ICIAN: Central Pennsylvania -Or Reedsville
- 1000 UJ fonnation,Ucl Curtin fonnat1on,Ob Beekman~
- 1000 _J group; Great Valley -OrnPlart1nsburg fonnation, Cl
-10000
-12000 fl.
~:'~~~!~~oa~~~~~~~~. f~::~~~!; f~=~* -
-14000
-11000
-11000 m~~~ ~;: i~~~~=~t: ~~~~c~n:~~f;=~;==~
town fonnations,£* 5nitz Creek and Buffalo Spri"'s fonnat1ons;£1 Elbrook fon1111t1on;£1v Leithsville fonnat1on, und1fferent1ated;£1 Ledger fo1W1Uon, tk K1nzers fon1111t1on ,£v Vintage fon1111t1on ,(e~ Antietain and Harpers fonnations ;£doChicki*s fonnat1on. PROBABLY LOWER PALEOZOIC:Xpt peg111atite;X11C l'eter'$ Creek schfst;Xwc Wfssahlckon fonnation. 1lbite-I chlor1te schist;Xw W1ssah1ckon fonnat1on, 011.,- I clase-mica schist;Xc Cockeysville 1111rble; X141 Setters fonnation.
~
I . rm*tl PRECAltlRIAN: PC undifferentiated; 1 gabbroic gneiss
~a: .
and g166ro; td granodiorite; 11 graphit1c gneiss, gn gran1 te gne1 ss.
..... >- _j ~ n 0
=
.... ~
.. .cCll 0..
----- FAuLT, arrow indicates relative lllllve.ent
..... ~ G %
.. 0
... "~ ~
}..
c
~ ~ 0::
G ~ GEOLOGIC CONTACT D.. ~ Cl
~
\)
~ 0u
\;
* ~ Q::
ti ~ ~ ~
- t .!:
~
" " : 't
*~ ti
~ DIKES, peg1111tite or diabue, as indicated
~ _J
~- ~ "
Cl 0 Cl *~
~ LLI ~ ~ li) \) Ill l'EET 2000
~~~~~~~~~~~;;~:::!!~J":~r=~--:~~....,i3~~~~::-:;~;?~==~~~~~~~~~~~~~~~~~~~~::1~~~~::f==f~~~g.i~~~~~~~~~"~~~~~~~~~~~~~~~~~~~~~~~:-;.:--rr~-100~ [ - 4000
- 1000
- 1000
-10000 0 z 3
-12000
-14000 SCALE IN MILES
-11000 L-~~~~~......:::.._..:::...~~.....:::::::....~~~..::::::"-~~~--'-~.LI....LJ:._i..u_L.L~~~~~~--"-~~~~...L_l.l__J_JJ_~~...L_!..___~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_;::~...;c:.~...._J:.._~_._--l..._~~~~~~~~~~~~.r-11000 REGIONAL GEOLOGIC SECTION -ANTHRACITE REGION TO SOUTHEASTERN PIEDMONT NOTES:
I. Redrafted from the G1olo9ic Map of P1nn1ylvonio, 1960. No vertical exaggeration 2. Section *ut1nds from approximot1IJ Sunbury, Pennsylvania to about II LIMERICK GENERATING STATION miln Southw11t of W11t Ch11t1r, Pennsylvania, pouin9 within 22 rnilH UNITS 1AND2 of the Limerick 1it1 throu9h UPDATED FINAL SAFETY ANALYSIS REPORT 91olo9icolly similar terrain. REGIONAL GEOLOGfC SECTION FIGURE~
ERA PERIOD FORMATION/ROCK TYPE THICKNESS IN FEET OUTCROP LOCATION CENO- RECENT AND RIVER ALLUVIUM ZOIC QUATERNARY A/t.:J TERRACE .DEPOSITS 0-20 ALL AREAS CRETACEOUS SAND, SILT AND CLAY 0 TO OVER IOOO COASTAL PLAIN L.OCKATONG TRIASSIC TRIASSIC HAMYER 500<rl5,000 LONLANDS CREEK STOCKTON FORMATION 3000 PERMIAN CYCLIC DEPOSITS OF SHALE, CLAY, COl\L LIMESTONE 8 ~ PENNSYLVANIAN POTTSVILLE GROUP a SANDSTONE caG.OMERATE CO'JGLOMERATE, SHALE, VALLEY MISSISSIPPIAN SANDSTONE AND AND SOtlE LIMESTONE RIDGE SHALE N¥J SAM)STO'JE
~VQNIAN WITH OOME LIME STONE Da..oMrrE, LIMESTONE SILURIAN SANOOTONE, SHALE AND CONGL.OtlERATE CO'JESTOGA AND PIEDMONT UPLAND ORCXMCIAN BEEKMANTOllN 3000 AND LIMESTONE GREAT VALLEY GREAT VALLEY COM:>COHEAGUE AND 1400 AND ELLBROOK LIMESTONE Pl EDMONT UPLAND QUARTZITE, PHYLLITE PIEDMONT UPLAND 1900 TO 4100 AND DOLOMITE READING PRONG GlENARM WISSAHICKON GREATER THAN SERIES SCHIST a GNEISS 9000 PIEDMONT UPLAND BALTMORE GNEISS READING PRONG PICKER ING GNEISS UNKNOWN AND PIEDMONT lPLAND FRAM<LIN MARBLE 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL STRATIGRAPHIC COLUMN FIGURE 2.5-4
I 50 25 50 100
--+-
I SCALE IN MILES
-t--
SYNCl. I NAI. AXIS ANTICLINAL AXIS
~ NORMAL FAULT
~ THRUST.CAULT UNO I F>'TRFr-. TI A fED FAULT LIMERICK GENERATING STATION
REFERENCE:
UNITS 1~ND2 THIS MAP WAS PREPARFIJ FROM A PORTION OF THF U*S*G*S*
" I FR UPDATED FINAL SAFETY ANALYSIS REPORT WAI.I. PLANNl~G CHART, EAST AND WEST, 1968."
MAP PREPARED BY DAMES AND MOORE AS FIGURE 2.5.9 OF THE PSAR.* REGIONAL TECTONIC MAP FIGURE 2.5-6
~~ -:.~~~
, I *,
*1!' *~'
'l...,/. / ..*.
<"- --,~**
"'-1 ... _....
~
f
~
/* . .21 GEOLOGIC MAP OF THE LIMERICK-POTTS,.OWN AREA C5 c
- IJ c:
"'D 0
~
m 0 2000 SCALE IN 6000 FEET
- 10.000
,_,m 0 1Wla. '--'* .... - ..... °' ..., .............
REFERENCES:
THIS MAP WAS PREPARED FROM PORTIONS OF U.S.G.S. QUADRANGLES; ,_,ttun....a: 80YERTOWN, PA., DATED 1968; POTTSTOWN. PA_, DATED 1968; SASSAMANSVILLE,PA., DATED 1968, AND PHOENIXVILLE, PA., DATED .. *:--.-~*c-1968 .. CHESTER COUNTY PLANNING COMMISSION, 1973, CHESTER COUNTY mmmn GEOLOGY, CHESTER COU ... TY PRINTING DEPARTMENT-. _,G.,MtH LONGWILL, S. AND WOOD, M., 1965, GROUNDWATER RESOURCES BERll.S COUNTY. PENNSYLVANIA,PA. ~, COMMONWEALTH OF PENNSYLVANIA DEPT_ OF INTERNAL AFFAIRS; GROUND WATER REPORT W22,59P. , NOTE: THIS MAP PREPARED BY DAMEI ANO MOORE AS PLATE 2.2-1 IN THE 117'4LIMlfUCI<. GENERATING STATION G&OLOGIC fH!f'OAT.
j, so* 79° 74° 73° 72° 71° 70° 69° 43° 43°
REFERENCE:
American Geophysical Union, 1964, BQU9Uel" Gravity Anomotr 40° Map of the United Stat11, U.S. Geolo9ical Survey, Wa1hin9ton, D.C. Scale 1:2,500,000. 39° 0 100 1~0 38° SCALE IN MILES CONTOUR INTERVAL IOMILLIGALS 37° so* 79* 77* 76° 75* 74* 73* 72° 71°
---+Lt..
70° LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BOUGUER GRAVITY ANOMALY W. FIGURE a.1
\;
.-..~ .
.i .
*1
.,_...,..__:.it>,\\
0 2 2 .,.. > c: i5 r- m "a c SCALE IN MILES c: _:D
!j
- D 3:0 m m~
- XJ >
m c AEROMAGNETIC INTENSITY OF THE LIMERICK - POTTSTOWN REGION t -e> Oz
~m
-4 o-
"1:1 TOTAL MAGNETIC INTENSITY CONTOUR= 10 GAMMA IN-s:ERVAL
-4 (")
. . . , ( 1
- 1 - , . . Fllll cnZ
REFERENCE:
hl. .I)
-4 ....
om THIS MAP WAS PREPARED FROM PORTIONS NOTE: THIS MAP l"REPARED BY DAMES AND MOORE
- E~ OF THE FOLLOWING: BASE MAP U.S.G.S. 7.5 SERIES, z- llOYERTOMI, SASSAMANVILLE, POTTSTOWN AND AS PLATE 1.2*1 IN THE
- 4 LIMERICk l'HOENIXVILLE OUADftANGLEI (1- CULTURAL GENERATING STATION GEOLOGIC REP'OAT.
~ REV*K>N). AE~TIC llllAP COMPILED BY Lii.a RE~EI INC. FLOMI 1114 BY GRUMMAN ECOSYITE*, C<>f'P .
i
\
*v/
{ { I
~
C.-.. *-* I
~
*M-2 E L. [JOO()
- ,~-4*
lJ '( L. H EXPLANATION Exptoatoty borift91 in which
- 1GmsHe* were taken .
- Exploratarybori,.. corwerted to ground water oDHrvatlon welts.
0 Auter holft Auter holft In wltictt ..el 0 pet "'IOrftlt* ' " " ..,.. c~. E4000 Exploratory holes in whtd'I 4- inch dlarnetw ccn IGmpln where taMn.
+ THt wells 0 THt pits
-2~0- Contours on orittnol ground surface ~ contow inlllnal IO fHt
-140- C:...W. on,., t i , . *.
Ele¥Gtion of '°' from '°II of llori"ll. ti rock LJ GeolOfic section . I e z (' BH-30 z 5 8
* 'T ICALI IN 'HT z
IQTQ: For tocatien of flGPflrsical turve,s LIMERICK GENERATING STATION
.... ,....,. 2.5 -21. UNITS 1AND2 2 . For ............ of borl..s, s* UPDATED FINAL SAFETY ANALYSIS REPORT Fiture 2. 5-22 .
- 3. Geolotlc sections A -A and 1-1 are shown on Fieu'" 2.5-10 2.~..:..11. TOP OF ROCK CONTOURS FIGURE 2 **t
COOLING NORTH TOWERS SPRAY PONO 0 0 0 0 0 C\I Borino P-1 Boring SP-22 I"- CX) Boring Borino A-25 projected 80'W) ( projected 80' W l z z 2,.1----1 ___ - --- I
~: *. ~'.; :_ ~~;::~. ;:_*:::*~;*f0,}f0-=.j/~:=.>S>FiZ)i.UFi" ~fJ/jI/i,i~Pj'f/l&.j f 1I.f::.* ::J:il:f~1~Y.5[;,~~}.
OricJinal ground Normal pool El. 2~1' El. I El.~ - - - ---- I-I- 250 Lo.I Lo.I ~ 250 "-
'.j'. z z
200 z
.~i1:_.0}&.~x;r%~:%5.~'i,*:];:~Jt'j_**Sif;.::-:£\5.Y~:ir;, l ~p ~(/Y.ID":_:_:::}c:f(;EX:fJJZ<~~i::j.:y~*:<:::C::i*~i' z 200 * * - _:. :-. - *: :-. *- * *_:. 7°BRUNSWi'CI< AND LOCKA1'tiNG LITl-IOFACIES' interllle~: -. *. ** :""- * *. '. ** * - *_:. '.: * - '. '. * * :-. *_:. *
- Beddino dips northward 10* to ie*, * * * "."'". * * "."'".:..: * - . :: siltstone with interblddld eandttoneond thole.'-
0 0 *_:. ** '.- * : *_:. :-.. - _:. *. : . -. Brunswicll cOMistl of ,.cklish- brown _liltston! 1 * - * : :.;-. * - : : :-. - * : '. :_ * * :-. :..: * * :-. '.- * * "'."". : with. minor 1~~1 varia.t~n1 fro"! !J9 to 20:::. * * :: : ._:. * :- contects ere COllllHftly 1r*d*tieMI 2 I- ..... - * - * * ..* -:,_: .** -
- sondstone,ond shale; Locllatong con11sts of DIOCll*--****- *. - * * - . - * * - .* - * * . -**::. ** -*:_ .. -:,.. .. - * . - * * - - * * - * ' . . - * *. - * * - *. -** . - * * . - * * * ** - * .** - -** <[
<[ > > Lo.I Lo.I 150 ..J
..J 150 Lo.I Lo.I SECTION A-A (ALONG E3920 LOOKING EAST)
~:
For location of Section, see Figures 2 . 5 - 9 and 2 . 5 - 13 .
- 2. for Logs of Bori nos, see FiCJure I
CIRCULATING B 2.5 - 22 WATER 3. Section B-8 ii shown on Figure PUMPHOUSE UNIT I TURBINE 2.5-11. Boring 238 ( projected eo'w) ENCLOSURE UNIT I SOUTH 4. Boring locations projected to section along strike of bedding ( N 75* E ). REACTOR 0 Boring 110 DIESEL 0 (Projected 120'E l ENCLOSURE co Boring 276 GENERATOR U") (Projected 45'E) ENCLOSURE z 250 Boring 9 I-Lo.I 200 Lo.I lJ._ z z 150 0 I-
<[
Lo.I
..J 100 w 50 0 50 100 150
~!!!!!!!!!!!!!liiiiiiiiiiiiil!!!!!!!!!!!!!!!!!!!!!! 0 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SEC'AQN FIGURE* Ute
Al 0 ft) 0
.0 WEST c Lo
.E c
*- EAST 0
m El.211t FILL - NOTES: .... I. For location of sections &&.I LaJ 111 FiQur1 2.5-13. LL
- 2. For IOQI of borings, z 111 FiQure 2.5-22.
z 150 150 z - 0 0
.... 3. Section A -A is shown on Figure 2.5 -10.
~
&&.I
&&.I .J ..J &&J I 00 w A 0 100 SCALE IN FEET SECTION B-B (Along N6000 Looking North) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SECTION
ERA THICKNESS LlfuATtON OF PERIOD FORMATION IN FEET E~~£.\. BRUNSWICK LITHOFACIES 5000-9000+/- L._flUCK :::: SITE LOCKATONG 0-3000 i LITHOFACIES TRIASSIC TAI ASS IC LOWLANDS 2 HAMMER CREEK 0-15,000+/- LITHOFACIES STOCKTON FO ..MATION 3000+/- CONESTOGA PIEDMONT 1000 +/- LtMalTONE UPLAND DRCX>VICIA-81EKMANTOWN 2000+/- LIMEITONE GREAT CONOCOCHEAGUE 900+/- VALLEY IC LIMESTONE
~ ELB .. OOK LIMESTONE 500+/-
LEDGER 800-1000 +/- DOLOMITE II KINZERS 200 +/-
,_:oRMATION
~
VINTAGE 300<<>0 +/- PIEDMONT DOLOMITE UPLAND L u IC ANTIETAM QUA,.TZITE 150 +/-
~ HA APE RS l'HYLLITE 1000-1 !500 +/-
CHICK I ES 270 +/- auA .. TZITE HARDYSTON 20-300 +/- READING QUARTZITE PRONG WISSAHICKON Gf1EATER PEIDMONT THAN UPLAND GNEISI 9000 z c ic BALTIMORE GNEISS READING BASEMENT PRONG AND PIEDMONT CJ f"' PICKE,.ING UPLAND GNEISS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT From,.... Figure 2.5.14 STRATIGRAPHIC SECTION SITE AND VICINITY FIGURE 2.5-12
rI 2 to 3 inchft of decompoHd rock I to~ Te_eT /
,i
~~~f"~
H
~ ~
5 8 10 16 18 28 30 32
..*-*-1 / Vf 6.8 9.4 41 I I I R
G / UNIT NO 1-Turbi"' Enclosu,..
/ /
i Q I I F N Mh cb ~ OJ dJ E
@------------~~
-~L____ *- -*-**----- DH-400 s
EXPLANATION Drill hol11 to invntig11te cl1y team 0------ TrlCI of fr.:ture zone on 11'.l:Cft'ated rock surface, showing dip Dnhec:t where fractures are tight and indistinct, doned where concealed. Trece of clay kl""Tl on exca'tlted rock surface, showing dip. Dashed where
©----- s---0 ei1:p0Md in excavated slope D _.L*" Joint showing '1tt1tude.
A.re* wh.,.e fracture zones were treated. 0'------ See notn for further descriptions. Etevation of eJCcewated surface. PL-3
- Plate to.:t tnt loc1t1on and reterence number 0 Column line dn1gnation1 referenced tn tut.
c Al j A Geologic 10C:tion11hown on figu,es2.5*101nd 2.5-11. I, I Closely spaced _from_ hoc turn m F _ _olly 0-. tNn 11* inch- IO 1>8191y--lrom horo-aro m Lou""" 112 inch a1 dmy end ,,,.. "~ o1on11 clay...,,, pat-"' boOOing. I@ B SCALE IN FEET Wol dlfined zono a l _ , 8'**1, llMply dipping joinlll within* zone llboul 6 to 8 f t . - ;
~if LIMERICK GENERATING STATION
~olong-joinla F.-ZanoB-2to10inchooolclayond~n:ici<.-~~
IPll*lll*Olntwll . . - - n : D . Sl'Ollla., 10-111~--
~-
UNITS 1AND2 Iii Ill Sllq,-joinl.
. . _ z o n
---m-1.Zanoll-.no_.. _
o 1 1 4 1 o 2 i n c h o o - ~ o c l l , _ _ , . n : i _.nd. c i < _ _ _ _, @/~/ Dl£Sl:L OIL STOllAGE TANK EKCAVATION UPDATED FINAL SAFETY ANALYSIS REPORT Iii GEO LOG IC MAP F.-zonoup.,4--.~n:ici<-,jolnlod.0119"131o4inchoo
---.Zanoll-.no_.. _ _,nd_
A Ill V-llopo-lnn:ici<lllPllOlnll11o3ocll,do'91' 1121o1
-lnllolllndldo'91'-.~-alclay-Na.2.)-
lnClllNCk~plono POWER BLOCK EXCAVATION
- - - - b r 2 . , 4 .... al1Wdoompollnlrock.
SHEET 1OF2 FIGURE 2.5-13 8 7 8 5 4 3 2
FIGURE 13E - Frectur* Zon* B *t Column line 31.9 Looking SW *t zone. Cl*v *nd decompoMd rock *r* *bout 10 Inch" wide her*. Th* P*lnt In the center of the photo mark1 column lln* 31.9. fltGU,.E 13A. Fr*ctur* Zone A *t Mh *nd N lin" outlln" th* er* Looking down on th* zone. SW 11 to the left of th* photo. The P*lnt to be exc*v*ted for dent*I tre*tment. Note th* numerou1 throu8h1oing Jolnt1 *t *n *cute *nel* to the fr*cture zone. FIGURE 13C
- Fr*cture Zone A *t Mh *nd N lln*1 Looking SW *long 1trlk* a1 dental concrete i1 being pl*ced in th* zone.
P:IGURE 13F - Frecture Zone B 1t Column Footing F-31.SI Looking SW *long th* ltrlk* of th* zone. Thl1 uu wH covered with concrete before It wH tr..ted, thu1 d*nt*I exc*v*tlon wH c*rrled through th* concrete *nd Into th* zone below It. Th* fr*ctur* zona h*r* contained up to 10 Inch" of clay and eoft weathered rock. Scala In th* bottom of th* exc*v*tlon 11 6 Inch** long. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT P:IGURE 138 - Fr*cture Zone A *t Mh *nd N lln" FIGURE 130
- Fr*cture Zone B *t D line Looking NE Into the ctentel exc*v*tlon, lmmedlllt*IV prior Looking SW *long th* zon* *ft*r dent*I excev*tlon Into It. P*lnt In SUPPLEMENTAL PHOTOGRAPHS plKlng concrne In It. upper left corner of photo muk th* "D" llne, Th* ec*I* In th* zone i1 6 Inch.. long. Not* th* numerou1 Jolnt1 P*rall*I to th* zone.
A THRU FI GEOLOGIC MAP OF POWER Th* zone h*r* conulned a m*xlmum of 2 Inch** of clayey mat*rl*I end decompoMd rock. BLOCK EXCAVATION SHEET2 OF 2. FIGURE 2.5-13
f
***~***
J 1 0 25 50 100 150 L E G E N 0 :
-t- SYNCLINAL AXIS SCALE IN MILES
--+-
~ INTENSITY UNCERTAIN
~ INTENSITY V ANT I CL I NAL AXIS 0 INTENSITY VI NORMAL FAULT
~ INTENSITY VI I THRUST FAULT LIMERICK GENERATING STATION 0 INTENSITY VI 11 UNDIFFERENTIATED F,.ULT UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT R E F E R E N C E:
THIS MAP WAS PREPARFI) FROM A PORTION OF THE U*S*G*S* 11 1FR SIGNIFICANT EARTHQUAKE WALL Pl.ANNING CHART, EAST ANO WEST, 1968." EPICENTERS (1737 THROUGH MAJOR TECTONIC FEATURES WERE TAKEN FROM A PORTION OF THE JANUARY 1982) AND 11 TECTONIC MAP OF THE UNITED STATES 11 BY u.s.:;.s. AND A*A*P G., REGIONAL TECTONIC MAP MAP PREPARED AS FIGURE 2.5.15 OF THE PSAR BY DAMES ANO MOORE; UPDATED FOR THE FSAR. FIGURE 2.5-14
76° 75° I I WILKES-BARRE EXPLANATION
©2.1 Intensity uncertain. Number, if given, represents magnitude
*0 41° Intensity m Intensity DL 0
NEWARKD *0 Intensity J[ BETHLEHE Intensity E:
<D ALLENT~ Intensity E PENN SYLVAN I :
NOTE: tJBANON NEW An asterisk ( *) by a cluster of JERSEY epicenters indicates that one or more have been displaced slightly for drafting convenience. Formal I ocations are reported for all earthquakes in Table 2.5-8. DYORK MARYLAND
--r WILMINGTON 0 25 Miles
'\
LIMERICK GENERATING STATION I UNITS 1 AND2
\ UPDATED FINAL SAFETY ANALYSIS REPORT
*DELAWARE
\
I 0 DOVER Delo wore EARTHQUAKE EPICENTERS WlrttlN 50 MILES OF SITE Boy 76° \ \ FIGURE 2.1-11
EXPLANATION TectOlllC ,,..,111ee llcMlllery (...... wMn 43*
~---
*~~:\,~~:>TAU) --- ------
o,,,_ilMfe ar IMeflllll*)
/t4-'**~:
;:t1jl'
REFERENCES:
~~~*~:..~;-
Geolotic9 Hl(llllmJ - s.ri.1, No. 10. Callee, GY (cMinMnl, 1112, "lllctDllic - ti tlw l.Wlit4 ..._, U.S.Q.S. / A.A.N. E...,, A J., 1112, Slnll:tlnl _..., of
,..**- Nori~ ~a, 2IMI Ed: ....,.. _, lllow I
,' \ I .. '\ llltur* 7.1)
Hadley, J.I _, o.iM J. F., 19111, Wli dle*llc
,' I , -
W-'20 of Ille E...., l.lllltM 9Mlel: UU.S. .... I I I I Kint, P. I. 111111 lliluMll, H.111.(~ 191", Geolop - of Ille ~ St....* U.S.G.S.
' =r--~:-a~= ~c::-..,
=~~; Or.,_,ican: in Zen, II el,~ "
... Geolow: Nartllerll alMI lllllitllM;
....... tcilllc:* PvlllilMrs, r.,. ICMI.
Aadlln. Jotw\ 197'0, The . . . . of "" A. . .clliana: Wiiey-lntlnCience,pWt l '"£!°-- O 10 20 ~ 40 ~ IO SCALE IN MILES Miles LIMERICK GENERATING STATION
!';f./6 UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT f ""'~:i,,'
TECTONIC PROVINCES FIGURE 2.1-11
60
/
v 50 ~ CH
/
CL
)(
40 v
~
Q) "O ~ c
/
30 =u Iii"'"
~
CL ** ~ UJ 0
* * ...... /
CL: 20 *
** i
~* MH or OH 10 * *
*~7.
- CL-MI.
Y.:".~L
- or
~
- OL ML ...
,/
- 10 20 30 40 50 60 70 80 90 100 Liquid Limit, LL LtMEtUCK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLASTICITY CIMATOF . . . . . .
~YPONDAREA FIGURE......,
~ 4 -+-~~~~+-~~~~+--~~~~f--~---,~....-.~~~~-4-~~~~---1 ~
I~ SINf
- TANi<
IN , _ 33.5° lb... 0 2 4 8 8 10 12 01+03
---,KSF 2
NOTES
- 1. ALL SAMPLES CONSOLIDATED ISOTROPICALLY TO AN EFFECTIVE CONSOLIDATION PRESSURE OF 1 KSF.
- 2. POINTS PLOTTED REPRESENT CONDITIONS AT LIMERICK GENERATING STATION FAILURE. UNITS 1AND2
- 3. DESIGN CURVE WAS CHOSEN BASED ON THE UPDATED FINAL SAFETY ANALYSIS REPORT CORPS OF ENGINEERS' RECOMMENDATION THAT TWO-THIRDS OF THE TEST VALUES
SUMMARY
OF CONSOLIDATED EXCEED THE DESIGN VALUE. UNDRAINED TRIAXIAL TEST RESULTS OF IN-SITU SOIL FIGURE 2.5-18
I w a: z c u
- z CJ I IC t;
en w c
~
i I ill e I... u
...0 u
--~~~~--~~~--**~~~--W.t#-t--~~~~+-~~~---1*
en en w
.. i a:
I-C/)
------2 ..J u ....
>~
uo z II CJ 0 c;; i= w <( c a: CYCLIC ITRE* RATIO NOTE LIMERICK GENERATING STATION
- 1. ALL SAMPLES CONSOLIDATED ISOTROPICALLY UNITS 1AND2 TO AN EFFECTIVE CONSOLIDATION PRESSURE UPDATED FINAL SAFETY ANALYSIS REPORT OF 2 KSF.
- 2. NUMBERS INDICATE TEST NUMBER DESIGNATED BY GEOTECHNICAL ENGINEERS, INC.
SUMMARY
OF CYCLIC TRIAXIAL TEST RESULTS
EXPLANATION Exploratory borings in which
- samples were taken .
- Exploratory borinQs converted to ground water observation wetll.
0 Auger halts Auger holes in which well permeameter tests were conducted. Exploratory holes in which 4- inc" diameter core samples whert tallln . Test wells D Test pits
-~-250-Contours on original ~
surface; contour interval 90 ,.., . 0 200 400 100
'°P '900 SCALE IN FEET NOTES:
I. For location of geophysical surveys, LIMERICK GENERATING STATION see Figure 2. 5 - 21 . UNITS 1AND2
- 2. For graphic 1<>91 of bori~s , see UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5 - 22 .
SITE EXPLORATtON FIGURE l.t-:tt
.............. ~- ....... -*---**-...........
~-.}
EXPLANATION
. Snot point THt well uHd for uphote velodty measurements.
¥..~~-~~---*****
!Qll: perform.d - -
r.-..-l#gl ion and supet wi.. hnicol direct tee ~*. Damn and 0 ..,
- SCALI IN 'llT roe ar
---==~G;~ENNiEetR~A' LIMERICK ,TrlllNG D 2 STATION UNITS 1 ANANALYSIS REPORT UPDATED FINAL SAFETY GEOPHVllCAt. IURYEYI FIGURE 2.1*11
BORINB 1 BORINC3 2 BORING 4 BORING 6 I
=
IJE~TH DEl'TH DE~TH DE~TH IN JUll'M:I ILIWITIOll + 187. 4 I IN ~ ILIWITIOll +191.'5' IN . . . . . - ILIWITIOll *I BE.0 1 IN MJlll'M:E &I..,,. + 185. 4 I FEEr FEET FE Er FEET c::r 0 *- -
$Yl#OU
-~,....----------
aow COCJNT 0 - ;1 --~
$Yl#OU
- - . . -......~~~~'!!'-"'!!"'!'!"'!"!"'"
aow COCJNT .$YllllOL6 cr:r $Yl#OU 0 *- . ------........,.... , r-1,!"'"\'""';**'!'!",,~,-."'"!i'!"'!l1~'!'!"L--*- - - - 10~ H !'1!01'.N 1*INE .,hAIN[D SANDY . . . .- SILT 0 --* 64 (F I RM) ML fEW THIN Si'NOY SILTSTONE Li'YERS ML l'lf<UIJ';WI CK SllALf-Hl 0 SIL ISTOlff (...ClDI 11 i'!fL'f ll~HD) RlO f 11.L r;~l\INED SllriDSTONE IO 8RUNS1';I ( K !>HALt:-1 NTfRflEOOfD ~ff)[) 1 ';~1- IO !IHUNSWICI< ~HALE-BRICK HED SILT* RED SILTSTONE [<IHJWI, ro :;R .. y s IL TS TONE ANl* FI NE GRAINED :;TONr - MOl,ffli'TFLV rRM:TUHED SHi'L o' BRUNSWICK SHALE-REDD I SH-BROWll SANDY Pt:Dl* I ~11-r.ROM*~ S.ANDSTONE GRl\Dl"I(; Sl\NDY SHALE WI TH SOME SIL TSTONf (HARD) SANDY !>IL r"T<JN( (Mullt HATFLY llAHD) Wt'A fHfR[D IN PART 'J Rf DD I SH-GRAY TO GRI\ Y f IN[ GR/\ I NEO SI\ ND STONE 10 RE DD I SH-!! ROWN SILTY SANOS TONr (MO Of RA TEL y 10 REDDISH-BROWN SILTY FINE GRAll'EOSAND-STONE I NT£RBEDDED WI TH SHALE'!' SANDY 20 10 GRl\D I NG COl\RSfR HARD) SIL TS TON[ (Hi'RD) Rf OD I SH.GRAV FI NE GRAINED SANDSTONE REDDISH.BROWN SILTSTONE (HARD) (Mi'SSIVE) (HARD) FRIABLE IN Pl\RT FEW THIN SHALE SEllMS 30 LIGHf GREEN FHJE GRAINED SllNDY SHllLE RFDOI sH-llllOWN FI Nf <;HAI NED SANDSTONE 30 (MfD 1l,;M HARD) GRAY, VERY FINF GRi'INED SANDSTONE HEDDI ~.H-l'IHOWN FI NE GRi' I NED Si'NDV SIL TS TONE REDD! 5H-Fl~OWN FINE GRl\INED SANDY SIL r* REOOI SH.GRAY SIL TSTONf STONE (Mf'DIUM HllRD TO Hl\RDJ GRAY M/\3S I '.'t FI 'Jf. GI</\ I NED 91\NOSTONI: ________..... 11HOWN ro REQDISH-BROWN FINE rillAINED TO MFDIUM TO COl\RSE GRl\IN(D If O GRl\Dl!J~ If O -~ri*=~==='l,,F~~~~~Ms~~~~~J~~E SNIDSTONf HEDDI SH-Rf.OWN FI NE TO M[DI UM GR/\ I Nf'D SANOS fONF (VF:RY HAllD) Fflll\BLE REDDISH-BROWN FINE GRi'INEO SILTY SANDSTONE I' RI; A**: D PDHOUS GRP y I s11*rrnOWN FI Nf GRAINED TO MfO I l)M HEDDISH-Bf<DWN SLIGHTLY Sl\NDY SILTSTONr (HARD) GR;. I rffD SANDSTONE --~.....--+._:-.._REDD I SH-BROWN FI NE GR/\ I NED SllNDSTONf Hf'Olll SH.BROWN SHi'LEY SIL TSTDNE (HARD) f<f'DDISll-llHOWN I/EH\' FINE GRAINED SANDY RED SANDY SIL TSTONE-SHALEY (vrnY HllRD) AED 51\NDV SIL TS TONE WI TH SHllLE SIL TS TONE (MODE RATEL 'I' liARD) 60 PARTINGS (HllRD) 98% GRi'Y I sH-llROWN \/fRY FI NE ro FI NE GRi' I NED GRl\DI NG SIL TY /\NO SHALEY SANDS fOME GRADING LESS SIL TY
%% BORING CASING COMPLEHD ON TO i' DEPTH OF IQ-I~* o9
')I FIORI NG COM~LE' TfO ON I 0-8-£9 l"lRAOI NG SILT"Y 60 -----*------ BOR I Ml COMPL E:TEO ON I 0-9-(;9 Ci'SING TO A DEPTH OF IQI 140-LB* Hl\-R @ ~ 11 Fi'LL CASI ri3 ro " Df PTH OF I QI BROWN MED I UM GRAINED SANOS TONE (VE RY 11 W/\TfR LEVEL ~ 5() 1 ON IQ*24~g 11 140-LB* HAMMER@ 30 , Fl\LL 30Q*u;, HAMMEii @ 18 Fi'LL HARD) LIMON! TE STAI NIN<~, FRACTURED I'<~ i [ < LEVEL Q 5'? 1 011 I 'J-24-'1 GH,AQ I N.1 r'iPfE:N I SH-GRA'\ WATER LEVEL @ 301 1 ON 10-24~9 lOAL LAM I NAE GRl\D I ~JG BLUE I SH-GRl\Y GRl\D I NG REDD I SH.BROWN N 0 Tr Si REDDISH-BROWN SILTSTONE (HARD TO 11 VERY HARD) iHr FIGUl*f:~ llJ TliE COLIJMr. LABELLED BLOW COUNT" '1NOICAT[ THI:
tJUMBFr' OF BLOWS REQUI PED TO l'DVANCE EITHER THE OAIAES & MOORE SAMPLfR OR I STAl*JDM*O SPLIT SPOOr1 SAMPLER A DI SPNCE ~ ONE
- "H I=
SHiil EY ZOtff FOOT INTO THf UNDISTUR'ffD SOIL* BORIN<3 3 DEPrH BORING~
- o. D. 21" Tiff o;MfS &:. MOORE S~MPLrn '~" D.
IN Is i'NO 1. lilE STll...OARO Mllll1'lltt:6 AIWITIOll + 190. 0 I $Ulfll'lltC6 ILIWITIOll
- I ~. 8 1 SPLIT SPOON SAMPLER IS 2 11
- 0. D. ANO I 3/8 11 I* 0.
FEET BRDWNISH.rilll\Y FINE (~llRD) GRAINED*SANDSTONE FEET O>,TA RELATIVE TO THE ENERGY USfD TO ADV~NCE El THER SM#LER /\RE IMDICATED AT THf BOTTOM OF ALL BORINGS DRILLED TO INVESTICli'TE 0 t:OUt!._T $Y--~CM.*6-.--------~--*-"*'/0.*------ IHE Ef<GINfEl<ING P~OPERTIES or* TllE SOIL* SOIL SAMPLES WERE DBTfll*JfD IN ;,LL B0111NGS r1UMBEHED l{Xj AND HIGHER USING A STllNDARO
;;6/511 II Rm SAND~ SIL r WI TH ROCK FRAGMEN s IOO REDOI SH.GR/IV Fl NE GRiii NED VERY Sl\NDY fHDDISt1-BROwr; Si'ND\' .~(:ID CLAYFY SILT SF'L IT SPOON Sf*MPLf H ADVMfff 0 BY A 140-LB
- HAMMER Fi'LL I NG 11
~0
- SILTSTONE, MAs's1vE°(VERY HARD) BR CK Rt:D .(OECOMPOSF.:D) SIL TY SHALf' (HARD) 1 GRADl~G SHALE'!' IN Pl\RT GRADING WI TH ROCK FRl\GMENTS 11 b6 II WHEN ROCK WAS CORED, TliE FIGUHF'S IN THE COLUMN LA!!ELLED 11 9LOW ML l0UIH tr*IDIC"ff THf PCRCE~ITAGE OF ROCK llEt:OVERED IN THE CORING IO GRAD I NG FI NE SAND 1;u*. llWIU*HD TO Tiff RIGHT or TtlESE FIGURES !IY HEi'VY BLACK LINE*
110 t.LfV,.TIOl'S RrrEH TO u.s.G.s. or,TUM. BRUNSWICK SHl'.LE-REDDISH*!!ROWN SILTY IHHIN';w11:1< '.illALI -1.i 00 I 911""'1110WN Si'Nln SANDSTONE (Hi'RD)
'.I L I :' ; 0111 W1111 :;lti'L (' J> i'H 11 N<, S REDD I SH-BROWN 51L TV SH/\LEY SIL TS TONE F-ltl LOCATIONS, SH FICiUIU 2.i*20.
10 MULTl-rOLOllfD GREfN TO GRl\VISli-PUHPLE LO\lS PR£PllflE D IY OllMES llND MOO Kl. I I NE <iHA I NED Sl\NDS TONf (HllHD TO Vf RY REDO I SH-8ROWN FI NE TO .MED I UM GRi' I NED HllRD) Si'NOS TONE lli*Dll1511-fl><OWN SILTSTo~(vcRV HARll) RED SHALEY SILTSTONE (wo1UM Hi'RO) l'lH\JW,_.l'.ill-1>HllY SILTY Vl'RY >!Nf Gl<AINf D 30 REDDISH-BROWN FINE GRAINED SIL TY 130 R~DD SANDSTONE I SH.GRAY (HllRO) SIL TS TONE (HllRD) SANDS TONE REDD! SH.BROWN SHALEV SILTSTONE liRl\Y VERY FINE GRAINED SANDSTONE MASS I VE (VERY HARD)
"Uf<PL I SH.GRi'Y 'FI NE GRi'I NED Si'NDY SIL TS TONE (~1i'RO) GRADING LIGHT llLUEISH-GRllY WITH FEW If O RHJnlSH-f'IROWN TO Gf!i'Y, FINE Gl1i'INf0 Si'NOS TONE llfO HllN SHl\LE PARTINGS CLAY SEllM; liRl\DING SILTY /\ND GRl\V IN C'O*.OR GRi'DING DLlllSH-IRi'Y 160 FINf TO MEDIUM GRl\INED LIMERICK GENERATING STATION REDD I SH-BROWN SLIGHT~ Y SllNDY (HlllW)
SIL TS TONE REDDISH-!IROWN VERY FINE GRl\INED 511...0Y UNITS 1AND2 RED FI NE GRi' I NED SANDY SIL TS TONE (HARO) 60 SANOS TONE UPDATED FINAL SAFETY ANALYSIS REPORT 100% llOR Im ~OMPLr lf"D ON 10-9-Eg RORIN'l COMPLfTfD ON 10-tl-£9
'11s1 Nn TO /I llfPTH or I ') 1 CllSIN<i TO 'A DFPTH OF 11 1 70- llORING COMPLETED ON 10-'1-£9 1110-ui. 1111~11 91 ~"
~O()*ui. lli'MMfH *'1 lfl 11 FALL GRAPHIC L08I r11L1 CASI I.JG TO ;.. DEPTH Of I')'
W/\Tl'l1 LF-/f". t1J 'j0~ 1 ON 10*211-':'.' 140-L'l* HAl.'IJF<<@ ~0 11 FALL llf/1111< LfVfL f:' 8'(~! ON 10*21!*(']
*.:i ~nE~ 1*J eoR 1*.G o'~ I 0-24-Eg SHEET 1 OF37 FIGUREU.
.,., ,..i BORINC9 7 BORINC9 g BORING 10 BORING i i DE~TH IC DEPTH DEPTH Ill ~ AIWITIOll +1913,q I IN ~ Alta110ll +201. 11 IN ~M;E AltMTIOll
- I')~. 7' IN 11111'1#:6 . . .. . , _ +I SE.EI FEET FEET FEEr FEET
<<Nllr ..,,._, <<Nllr ..,,... 0 0
)2/E" ti
,..........-~mlllll!~~---~~~~
RF~~~~~l:~~~*~:R~~~~;/*NO s.-NOY s1i...t 0 --- 75 " l""'ft~..----------- RfDO I SH.BHOlllN SMJOY SILT (TOPSOIL) COUNr .fYl#OL.f BHOW~.' t* 1'-if~Al'.IED SANDY SILT, TOPSOIL 0 COU#r .fYw-1~<<*.f--.-----**'M:lfl/'*-*"*:G*--*- - - - 1tEo CL/l)C) SILT WI TH SHALE n~AGMnJls Fl!'OO I s11'"BRO.Wl'I; SANOY ANO CLAYEY SIL r 22 ti (rvtr=:OI UM 51 IF F) *5'J. DRUNSWI l:K SHALE.RED SIL TSTONl HllJHL'I' 56 ti WI TH INTfRllFDoro ROCK LAYERS 23 II "RllNSWICK Sl'ALf.RRICK R(O FINf SANDY
~2
- ML WUHt!EREO SILTSTOIJr,QADLY WcATHER[O
/0 RED \/£RY FIN£ GRAINED IANOSTON£, (1t111lllV£)
RED F INf GRAINED SANDY SIL TSTOl.I( IO~ JO 10 521~" BRUNSW 1 *-~ SHALf-RF:O SIL r:srONf (HARD) lllHIN~WI c*t-; SllALI *fffOOI SH*t;Jl/I) t.11 Ill UM f'nON'J I sH-G"A' FI NE GRA I NfO SAMDSTONf SHAL**y WI TH CLAY *ILL I NG5 R!'O I/FRY Fl 1111': GRAINFO SANDSTONE lil<l\INr ~AN0SfON£ (11.i.1m TO l/Fl!Y llAIH>) (H .. fiD) llf 0 SHAt.rY SIL TS l(ll*W l<I ll VI I<\ I INI. 1;111\INFI' ~AN11:i10N£ (H,-RO) lff!JOI *;11-1u<0111ri VI* RY SANOY ~IL I~ TOrlr 10 flf'l:K FD CLA'rFY SILTSTONE (MEDIUM l,Hfl.OINli lillA"f INlf.*llrllDFO WITH FINE !.iHAINfU SANo-HARD) STONt: (vFllY HAtm) GRADING SANDY u.- GRAINt'O GRAD I NG St!ALE. Y G~AD I N!i vrRY H!IRO
<ll~AOING TO MEDI GRAY MFOIUM Gl~AINED IANDSTONf ~VE~Y HAHD) lllGltLY WfATtlfHEO ANO POtlOllS FfW!ll 25.5 1 -2:,,4 1 30 GRADING TO FINE GRAIN£0 30 If DD I ~ltl-GflAY FI NE GRA I NEO SANDS TONE REDD I SH.BROWN SIL TS TONE (HARO) l<fOD I SH-RllOWN SHALE GRAY REDDISH-SROllWN SILTY*VERY FINE REODI SH.BROWN SIL TSTONf (vEHY ttARD) tr*o .wnnrP 40- IWA I Nf.0 SANDSTONE 111n1tt Y 111 11 1lJ 1 /\Ml' r*1rnM GRADING SANDY I *
- I/ I l c.1 ' ; , ~I 0,ADK 8P0tii'*J C'" I r~f GC,A, I t*l~D s.-*~osro~;~
GllAOIN!J ro <iRA\ISH-BROWN (1tAr'D) RE 0 SAllDY s IL Ts ~Q,.lf (H> OD) GRADING MEDIUM TO COARSE GRAINED REDD I SH.BROWN TO GRAY FI NE GRA 1 l<IEO Sf~.AL r Y SANDSTONE (vERY 1-iARO)
- -n1r. r; *:-)1 :::Lrrc-o o**
'1 (')-1~-C:'?
$0~-
1 REDDI SH-BilOWt; SIL TY SH!ILE ANO Sil TS TONE '*'.jlf r.; 1 lC {l~f*TH or- l'jf (I NTERBEDDED) I '1')-Lo. !1"11.~ r.;_1 ~')II ;*f*ll GRADING SANDY Lr "!'L '~ I ., :. I (1'1 I n-211-('* DAl1>> Rf<Oi!rN >I MF. Gl<A f NJ l' SA'.IDSTON[
!'0fllNG <:OMPLETFO ON l0*10*fg REODI st1*1!ROWN FINE SANDY SIL TS TONE llED vfln SMID'r SILTSTN"
'SING TO > OfPTH OF 101 (VERY 1-i>RO) r40-LR* t!f*MMER $ 30 11 FALL REODISH.GR ... 'r llERY ,-INE TO FINE GRAINED 11rnre< LEVEL (.J' 4".i' ON 10-24-c:g SANDSTONE' (1-1ARO TO VERY HARO)
INTERlffODtD RFDOISt!.GR/I) VfH\ Fll'<E GRAINfD TO F INF ()RAINED SANDSTONE ROI/I r1c;- COM~U fl D 01 111-lf=-E() AND REDD I SH.GRAY SANDY SILT~ fONf
'151',r; TO t '.JI ~flt tff 11 1 (VERY 1-iARO)
BORING 10A ~U:1-L~* 1tr~.,,.._Ac-:: r.. IH ~!-LL DEPrH REDOISH-GRA'r vnn FINE TO P'INE GRAINED SANDSTONE (vERY >!ARO) Wf.TE" Lr'/rL 6i; ')I,, I O*I I0-211~'.l BORINC9 8 REDD I SH.BRDlllN SL I Gl-iTL) SANDY SIL TS TONE IN ao FEEr SHALEY IN PART (vERY HMO) aow
......~~-*~""'-._.r..10#6 _____
GRAO I NG SANDY 0 ~r sr..,._,_~_"....,- l<Fnfll Slt-l'l'OW~ 'LAVEY SIL' WI 11-i SOW: RF.OOISH-ClR ... Y MEDIUM GRAINED SANDSTOr.E 1;1*AVf:L Mill s.a.No REODISt1-GRAY TO l!RO*p.; SAND) SIL TSTO~'~ ML (DE~l~l)
!Rl1"lSWICK SHALE.RED SH,-LEY SILTSTONE I~ 10 Sr..t-GM OM~K ~ROWN '0 EIROWN SIL TY GRAVELL' SAND HI ~HL Y BROKEN NOTES:
IO /00 f .-1ir 'S'.'.I ~ Slf*Lr~- llrlHT r;.?6'Y ~."DIU~., TO
*0 1* ".Jr* :,* I"::'"') <;1.r*csrorir (Hr-l:io) l!RO.,... T.O GRAY FINE GRAINED 9ANLit"l)tllE (HARD) 20 R!'DDI SH-~ROW" SIL lSTONE (HARD) 1. See notes on Figure 2.6-22, ShHt 1 for 8ddition81 expl1n1tion of logs_
l!ROWN MEDIUM GRAIN[O SANOSTO~JF, FRJABLE SHAL~Y IN F>P.R l REOOI SH*!!RDWN SIL TS TONE (vER\ >!ARD) 10 GHAOJ NG COARSER REDO I SH.GRAY SANDY SIL TS TONE CALCI 1E S'RINGERS AND TRAC-:F:*Of SAND INCLUSIONS
- 2. For loe1tions of borings, IH Figure 2.5-20.
BRO"'N MfO I UM G RA I NE:O S!INOSTONE - - - SHALFY ZONF:
- 3. Logs preP1red by OllfMs 1nd Moore.
G_F<,,' TO I ~;T( Rl'lfOOEO VERY SANDY SIL TS TONE ANO RFDD I SH-B'lOW"J SIL l Y V!".RY .-1 NE GRAINED I NTERBEDDED REOOI st1*G"AY SIL TS TONE 30 RE:J SHALE'< SIL TSTOti[ 110 ANO Flt.E TO MEDIUM GllAINEO SANOSTOf\E SA.NOS fOt!~ LI [h t
~~lt----t"* RFDDISH-BHOWN SIL lSTO!JE (1-i!IRD)
(VERY HARO) GR~Y Flt.£ TO MEDIUM GRAINED SANDSTONE GRACI NG SHALEY P'~lt----+\ Ff'W CALCITE INCLUSIONS AND STRINGERS
~
REDD I st1*!!i!OlllN SANDSTONE.SLIGHTLY 40 REDOI SH.BROW"J FINE GRAINED SANDSTONE (HAl<D) FR 1 Al!LE PEB~LE lONF
/J0- REOOI SH*!!ROWN SIL TSTONf (VERY HARD)
P.~00 I SH.RRDWfJ VfR' FI NE TO FI NE GRAD I NG TO Gl'IAY I St!.l!ROlllN 84l GRAJNE[l SANDY SILTSTONE (1-1ARD) RFODISH-RROWN '0 GRAY SILTY Vl!:RY FIN[ FR I ABLE liRAIN((1 SANDSlONF (1-1ARD) RED SANDY SIL fSTONE (11ERY ~AlllD) rn*PLF ZONF SHALEY 50 GRAY FINE CJRAIN[O SANDSTONE (vER'r HARO) '1EDD I ~H-!IRO\WJ SIL !STONE (H.a.Ro) FEW RFDDISH*l!ROWN SHALEY SILTSTONE;, (HARD) r.ALCI 1~ INCLUSIONS GRAY r'INE GRAINED SANOSTONE (vERY >!ARD) TR/1CF Oi~ Sf*":O RfDD I SH.GRAY SANO) 11 l TS TONE (HARD TO VERY 1-1ARO) l'U>>rr1c; r o*.~f'Lr*rrrr 0" ll'l-1.~-('J
!'OtllNG l'OMPLF'TfO ON 10*14-9 GRAY FINE GRAINED SANDSTONE (vERY HAiiio)
Cf,SING TO A DFPTH OF 10' G RAO I NG MED I UM TO COARSE GR/I I NED *:;tr JG 1o fi nr-1* r11 or 151 lllQ*LB* HAMMER '.*1.* ~0 11 1-ALL ~no-L' 1 .. /H *~fN"f~ f~' I *~~!I j "'LL LIMERICK GENERATING STATION 111\TEI< Lrvf.L 61 502 1 OtJ 10-2'+-Eg \~. 1r *~ LI \ r1. r' 10T /~r Ql(UFD UNITS 1AND2 HIGHLY FRACTURED G~ADINCl RFOOISH.GRAY UPDATED FINAL SAFETY ANALYSIS REPORT Rf Oil I sH-flROWN SANDY s IL TS TONF (vfRY HAHD) IOR I NG COM~L ET!O ON I 0*8-E9 GRAPHIC LOGS r*11SJNG TO A Of,.TH 0,- 10 1 140-LR
- H1\~ll.1ER ~ '50 11 FALL SHEET20F37 fl*T['l LEVEL ;~ 04) 1 O~J IC-211-fC)
FIGURE 1.1-12'
BOAIN0 12 BORIN0 14 c: BORING 16 BORING iB I OEl'TH DEPTH DEl'TH DEPTH IN IN IN IN FEEr FEET FEET FEET aow &OW $Y'MllOU aow O ~~ $YWOL-*$-.-------~--T.*'/OI#----- O~T O COUNT RfOOI s11-1'l"0W'I SAi:oy /\'JD CL/IYFY SILT i<E D CL/\; f Y SI L I ( 5 TI > F) 9~ l!I ML BHL1NSWllK SHllLl'*,;11AYISH-BRO'NN SIL.lY f'INE TO IAfDIUM l*l</\IN[D Sl'INOSTONE (iiAflD) BRUNSWICK SHl'IU:-REDDISH-BROWN SILTSTON( SOMF: I NTERBEDOED Sil TS TONE LAYERS f1RU"-1*~:.1
- K ) 1 L.0.ll -1,,ro:11sH- 1 *POM*I .:-Hf,lf'r BRUNSWICK SHALE-HIGHLY BROKEN RED 10 Rl'DO' sH-f!ROWN s I l TS r.ONE (HARD) IO (HARD) a 51LT';TrJ'J! (HMllJ) 1 Fftl C/\LCI Tf STRINl.lfRS /\ND INCLUSIONS RFDD I ~H-"HOWN SIL n Sl'INDS TONE RE ~ r~rn~~~,E (HARD)
SHALf'Y ZONE RfDDJ sH-f'lf<OWN ro BROWN Ml CACfOUS I IL TITONE SOM!' Vf fl) FI Nr (it</\ I NfD SAND (HMCO) eo eo ()t<AOINU SANDi ~ H GRADING !iANDY SHAL EY ZONE SHAL E'Y SH/\LEY ZONE GRAD I NG VERY SANDY .;1<11y*1~HlDISl1-FlROwN VfR) FINt_ bR/\l"lf:D SIL1' SMJD~l ONE (HARD) 30 30 --- Rf DD' sH-eHOl[l,t<j s IL fSTONf (HARD) F RAC TU RED ANO l!ROKnJ SliALfY FROM ~r:
- 5 1 TO ~7. 5 1 111?AO 1 P..1C1 yr;,.,. 5ArJOY 40 SHAL EY ZONE 40 GRAD IN':. SA hJOy REODISH-8ROwN SILTY FINE liRAINED SAND~ $Hiil FY REDD I SH-GRAY TO l!ROWN FI NE TO MED I UM STONE (HARD)
GRAINED SANDSTONE F'ARTLY FRIABLE. R£DO I SH-BllOWN S 1L TS TONE (HARD)
$0 FEW C/\LCI TE STA I NGERS LIGHT ;>RA; MEDIUM GRAINED 51\PllDSTONE
$0 11,'
(HARD) SILTY ZONF WI TH CALCITE STRll\IG£RS
*o ---***. ._. ....__..
REDDISH-BROWN SILTSTONE INTERl!EDDED WITH fWD vr* 1<\ f.l."-ff CH~AINEO S.AiNOSTONF FINE TO MEDlUM Gllt/llNED SANOSTDNEi FEW GRAD I NG COARSER l*(:'J (vrnY HARD) RED SANDY SIL TS TONE CALCITE STRINGERS 60 BORllJG C,':;trJG r.OMPLfTED OtJ 10-1 TO ,, DEPTH OF '/f
'J1,1r'1r; *rJl.,wu fLl o'* 1n-11-c1 BOA I NG COMl'LE TED ON I Q-1 7-Eg ~00-u<. H/*.MMfR @ 18 11 F /\LL 1*1*:;1111; T1, r DFf TH o** 11' CASING TO A DEPTH OF 5 1 .,,~TEI< LEVEL nor lffCOROEO BORING COMF'LETED ON 10-1 ~-E9
~'Y)~L n * .11*,*r*1F ;,~ "~ I 0 " ,- /1 LL 11
~00-LB
- HAMl,lf!< (!' 30 F All llif*Tr* L'">'CL .' II,',' I 0" 111-211-r') 1~6~~~. T~/1~~~P@Hrgf, t~~~I. WATER *LEVEL@ 112~ 1 ON 10-24-69 l'i~TFI< u:vrL '11 56' ON l[)-~-'l"'I~')
BORIN0 13 BORIN0 15 BORIN0 17 DEl'TH DEl'rH DEPTH IN ,,_,M:I AIWfTIO/t +21 ~.8 1 IN IN FEEr
$t/llFM:6 Al.,.,. +227. 2' FEET FEET aow COUNT $YMllOU aw NOTES:
-~IOI# COUNT $Y'M<<Jl..6 *M:lfll'TIOI#
0 *---- Iii ll 1:Lll\I Y !>ll 1 WI TH ~II/Ill l!OCK 0 II- ---,~---------- I ,~*AhMt:Nrs REDD I SH.BlllJWN TO BROWN Cl AYE\' SILT
- 1. 5" notes on Figure 2.5-22, Sheet 1 for Al<ll~,,.w1 LI( SHALl'-RfDDI sH-11flOWN SAND> TO ML WI TH GR/\Vfl FR/\GMl'NTS (MEDIUM STIFF)
Mtditionll explMation of logs. Vll<Y SMJOY ~'>llfSIONt-r: IO f<r<lJ~j'j!,f I '.,lll'lll- -RE IH> I St*1-n1mwN VERY 1* INI' Ut!AHffD SANDY SILTSTONE IO l<fOPI SH-FlRO#N SHAL£Y Sil TSTONt: (HARD) 2. For loe1tions of borings, ... filurt 2.5-20.
- 3. Loga prepared by 011me1 Ind Moore.
100%
?" Sl'<l*JD:l roN~ LAYER eo SllilLFY StiALf Y 30 litlAYt ,,H.!IROWN Fl NF GH/\INFU Sl'INOSTONE REDD I SH-BROW~* TO GRl'IY SIL TY VERY FI NE (iiAllD)
Gf<ll I t<f D Sl'INDSTON£(HARD)
!IROWN TO REDOISH*llROWN MEDIUM GRAINED SANDS TONF (HARD)
~[DDJ SH*A1lOW'I Sil TS TONE (HAllD) GRADING COARSER GRAINfD SHAL,f Y RfOOISH-~f>OWN TO llROWN MEDIUM GRAINED INTERBEDDED REODISH-llROWN Sil TSTONl'S AND
$0 REDD' SH-BROWN F "'E GkA I NEO SANDSTONES SAND~Tom:
51\NOY LIMERICK GENERATING STATION REDDISH-Bl10wN SILTSTONE (HARD) (vEf*Y IV.RD) SHAL fY REDD I SH-BROWN GRAINED SANDSTONE TO GRAY SI l TY VERY FI NE BOA I NG COMF'L rTED ON I 0* I 0-E9 UNITS 1AND2 TO ~ DEPTH OF IQI 60 REDDISH-BROWN SILTSTONE CASING 1110-LB* H/\MMEk fl: 30 11 FALL UPDATED FINAL SAFETY ANALYSIS REPORT REDDISH-llROlllN TO ClRA't VERY FINE GRAINEI SANDS TONE \llATER LEVEL WJ 10 1 Olj 10-24-Eg f!OR I NG COMl'L f HD ON I 0* 15-EC) CASING TO /I DEl'TH 0,. 101 BORINl.l COMl'LETfD ON 10-15-69
~00-LB* H/\MMrn @ ~O" FALL i'AS I NG TO /I DEl'TH 0~, 5 1
WATE~ LEVEL NOT RECORDED
'300-LB* Hf,MMER@ 18 FALL WAHi< L[Vf:l i.V 521. ON 10*211'"E9 GRAPHIC*~
SHEET30F37 FIGURE
.,,,, i 20 BORIN0
=
~INC!J 190RIN8 2'5A 2~ BORING 27 I
DEPTH DEPTH DEPrH I# .-.:Ir AltanlJI/ +2~2 *QI IN IN IN $Ull'1tC6 Al.,.,,., +I I5. 0 I
'£ET FEEr FEET FEEr
____,_________________ ....,__ aow a.ow a.ow 0--- COU#r .,...... *M:lflil1101W
.....~rAi_,.,,.__....,~~-
COUNT 8YWOLS COUNT SYM<<>L6 0 .-1 -* -"""l!!lm"l~IW'llmll!'l~IFl'!'!'lD'!""IS'!"!!H-!'!"!f!l~<llW~N-.S~IL"'!'!l-!!'"'J'!!"!!OP'!'!'!SO!""'L..,-.i>i J~11-1*.~ 0 COU(tlr sr.wc,....<<_*...,-~~ml!""'*~w eF1
- HFDIJ I SH-!li>OWI' f I NE 5TIFFJ SAt OY SILT VFR'!
102/ 1" 0 fll<IJJ*J'iWl<:K SllftLr-l<FflDlsH-Hf<(.J'ltll
!i
- ilLT~TOltl.
RE DD I sH-B ROllllN CLA YE y s I L T I r 'FF 0 *- ---pmm-----------~ DAiii< <illAY 10 liLACI< SIL I 1 l\ld40Ni\* n>11*, *;ANO - SOF I Ml c*At rou:; l!JTf"l<h(.IJDf 0 WI flt ':..llf,ll c,(Jf T TO 111,ltn) GRAOllJG 111 TH FllAGMf:NTS OF SIL TS TON[ soM1* 1111>01 s11-1rno.,.,. Ill 1
<Jl-HHJl /'J(j I Vt BRUNSWICK SHALE-INTERBEDDED REOOI SH-
.IRUNSWI CK SHALE-RE DOI SH-GRAY FI NE Ml!.~;:;
GRAY VERY SANDY SIL TS TONE AUD VERY Cil<ADINI.. WI l~I sow* CLAY GRA I NEO SA NOY SI l TS TOhE (MEO I UM HARD: IO - - fi'U\()lr-Jta ~j,A,NO'! IO FI NE GRAINED :!l/INOSTONE Rl!'DOISH-llROWl\I SILTY FIN[ 10 111DIUM Ffll SHALE Pl\RTI NGS UIU\'r f INI- llH/\INl"ll SANDSTOl\JI' WI lit CllllA'r FI NE GRAINED SIL TS TONE, MASS I \IE SANDY GRAVEL (MEDIUM DENSE) OCCA'. JNAL SIL lSlONF: LA\t I< (11A11D JO VI HY 1111110) BRUNswi rl( SHALE -: REDDI sH-~ROWN F lrJE GRAY FI NE GRA I Nl!D SANOS TONE (HARO TO GRll I~:; u SMIDS TONE lHARD)' VERY HARD) WI TH l I MON I TE 11'-:CLUS IONS 10 HEDDI ~H-<iRl\Y FINE GRAINfD SANDY SIL r* IU:DOI 3H-e"OWN SHALEY SIL TS TONE (HA1to) GRADING DARK BROWN, MEC>IUM GRAIMEO FEW CALCI IE STRINGl!'RS STONE. WI TH FEW BUFF INCLUSIONS RED SILTSTONE, MA:!ISIVE (HARO) RE9 SHALE1 FISSILE, CALCITE STRINGEf<S GRADI Nii VER'I' SANO'I' lsDFT TO MEDIUM HARO) GRA"f FINI' GRAINED SANDSTONE Ml\$SIVE (VEHY HARD) I NT[R!!EDOED REOOI SH-GRA\ SAtJDSTONES AtJD REDDISH.BROWN VfltY Fl N[ GlllAI NED TO SIL TSTO<Jf~ (HARO TO VERY HARD) JO FI NE GRAINED SANDITDNE-CROss-l!EOOEO GRAY l'INE GRAINED SANDSTONE, MASSIVE JO REODISH-!!ROWN SILTSTONE (HARD) FEW CALCITE STRINGl!'RS ANO INCLUSIONS AND CROSS-Bf ODED (HARO) SHALEY ZONE SANDY REDDISH-BROWN FINE: GllAINEO SANDSTONE REDDI SH-i>RA) VERY SANDY SIL TSTO~E WI TH INTERBEDDED WITH SILTSTONE (HAlllD) RfOOISH-GRAY FIN[ SANDY SILTSTONF, f-fW
. CALCAREOUS INCLUSIONS ( VFRY HARD) CALCI Tf STRINGERS (vt::R' HARD)
REDDI Sli-!!ROWN SIL TS TONE (HARO) FFW t.:ALCIT£ SIRIHGERS ANO INCLUSIONS GRAD I NG ~l.IRPL I SH.GRAY ltJ LOLOH RF.OD I SH-!lROWN SI Ll 'I' VERY FI NE TO I' I '11( C.i<l\DI Nb RFD IN COLOll-LfSS SAND GRAINED SANOS TONE (HARD) GRAY FINE TO MEDIUM GRAINED SANDSTONE HEDDI SH.BROWN SIL TS TONE (HAiio) (VfRY HARD)
"EW CALCITE tNCLUSIONS ANO STllllNeUll GRADING REDD I SH-GRAY AND SANDY $0 $0 SANDY GRAOI NG VERY SANDY LI Gt1T f!ROWN f' I NE GRA I NEO SANOS TOM REDDISH-GRAY VERY SANDY SIL TS TONE WI TH (HARO)
CALCITE STRINGERS (VERY ~RD) SDMF. SILUTONE GRADING RE01 LESS SANDY, WI TH CALCITE FEllll SHALE PARTINGS-MASSIVE REOD I SH-BROWN SIL TS TONE (HARO) STRINGERS FEii CALCITE S TR I NGUtS AND I NCLUll ONI GRADING SANDY GRADING SOM!!' FINf GRAINl!'D SANDllON[ BOR I Nb COMPLETED ON I 0-1 E-£9 !!ORING COMPLETED ON 10-1)"1jg CASI NG TO A DEPTH OF I QI CASING TO 11 Df.PlH Of 9,01 BORING COMPL ETEO ON I 0-17-69 30 11 ~00-LB* HAMMER ti 30 11 I 0-24-S9
~M~~~. T~A:....~~POH 38fr
'3[)()*u1. HAMMEf! @ FLL FALL 80R I NG COMPLE TEO ON W~TEt1 LEVEL,@ 481 01,1 lf:-~11-f.g WATER LEVEL@ 27'1 ON 1')*24-69 II t CASl~JG TO ft DEPTH OF 13'
~/ATER LEVEL NOT RECORDED 300-ui. t!AMMt k fjl 18 11 F ~LL w1,n:1< Ll*vrL tJOT REr;OROfD BORING 21 BORIN0 24 DE/ITH DEPTH DEPrH IN MJlll'llC6 Al.,.,,., + 2:;6 . EI IN IN +252.91 FEET FEEr FEEr
*r..,_*
m'l'!l..-------------....- aow 0
~
-** .. - ---~...-------------....--.-.
COllNT $YWOLS cf'J:r $Yl#OU Y'/" moo1sH-R1:0:1r-J 'j/:l~!D) :>IL r STIFF 0 - ... *"""----.....---------~-- REDDl Slt-E!ROWN CLl\Y[Y SILT (s11rF) 0 ------~""9.... ,, -r,01 sH-Eo<>.*,:1 ,.II,': Si":DY SILT STIFF) NOTES: Gi<ADll~<; SOMF ~ANGST Of-Jr LA> fl<S (HARO) ~CJ HHUNSWI CK SHALE-Rf:DD I SH-BROWN SHALl!'Y H*nl!~S'NI ,'t( SH,\l(-f*TDOI s11-u1,0WN Sfl.t'1D'Y IH<OWN Mi*o I UM Gl!I\ I NF D SANDS TONF SILIS fONE (MEDI UM HARD TO HARD) 'A/3" '.;IL T~ ION** WI TH SHALF (soF T TO SL I :..11 TL Y 11111 A !ti! l<f D (t1A1<D) SHALEY t.N PAR! ~.TG I U.,l 111'Rn) 1. See notes on Figure 2.5-22, Sheet 1 for IO IO /0 Gl1M1 I 'JG l<fDD I SH.GRAY WI Tl1 CALr; I TE l<l OD I ~H-Bf<OWtl ~IL T~TONE (HARO) FFN CALCITE srRINGEllS AND INCLUSIONI S T'i I r.1GERS eddition.t. 1xpl.,1tion of log1. SHt*LEY Rf DDISH-!IROWl*J TO ~RAY SIL TY VERY l'I NE bill\ I NrD SANDS TONE, FEW 1** ALC I TE GllADING Si'NnY 2. For IOC1tions c.f borings,'" Figure 2.5-20. l*JCLUSIONS 3. Logs preptred by 01me1 ind Moore.
~o INTERBEDDfO RFDOISH-l!ROWN SILTSTONE 10 HrlJDI s11-111wwN GRAY llERY FINE GRAINED 20 AND 5 IL ry F l'Jf GRAINED SANDS TONE SANDS IONE (HAllD) ~SS I VE (Ht* ~o ro VEi< y tfARD) HEDDl:m-Bt.OWN SftALEY SILTSIONE REDO I SH.BROW SILTS TO*JE (HARD) HEDDI 5H-8HOWN TO LI GH r GRAY SIL TY ~ERY JO JO l'INE GRAINED SAND510NE REDDl!IH-l!ROWN INTER!.'IEODEO SILTSTONE ANO (HARD)
JO SANDS l'ONE REDD I 3H-eROWN FI NE TO MEO I UM GRAINED SANDSTONE LIGHT RFDDISH-l!ROWN, GRAY, SILTY FINE GR* INfD SANDSTONE (HARD) I NTERBEDD[D SILTSTON[ AND SANDSTONES GRAY ,.INE GRAINED SANDSTONE 111 TH ~E* Ffl~ CALCI Tf INCLUSIONS .f~,ArllN*i ~[L'IUM ro ,'Q.AHSf tiRAINEO SHALE PARTINGS (11ARD) REDO I SH.BROW*. SIL TS TONE* f EW CALC I TE MASSIVE-SJLTT IN PART e*u STRINGERS (HA~D)
$0 SHiil l!'Y ZOl~E LIMERICK GENERATING STATION LIGHT r,RAY MEDIUM CiRAINE[) SANDSTONE CllLCI TE BEDDING STRINGERS (11ARD) REDDI SH-!!ROWI~ SIL TS TONE WI TH "E* UNITS 1AND2 fl"W THIN SHALE PARTINGS CALCITE STRfNGERS AND INClUSIONI B0111NG COMPLETED D'J 10-1 ~-6CJ BORING COMPLrTED Of< 10-1"/-£9 (111\RD TO VfRY HARD) UPDATED FINAL SAFETY ANALYSIS REPORT
-ASING TO P CJEPTii OF 51 Ll*SING TO" rJ[PlH OF 5 1 J!10-LA
- H~MMER r,,i 30 11 FALL WATER LEVEL@ 110 1 ON 10*211"1j') 60- BORING
,.ASING COMPLFTFO ON 10*1'/"1jg TO A IJEPTH or 91 W"1fll LEVEL @ 2()1 ON 10*21t-6CJ 300-LB* HAMMER@ 18" FALL WPT[l1 LEVEL NOT f<F:' ORDED GRAPHIC LOOI SHEET40F37 FIGURE z.e.a~
= 90"1Nt! 28 BORING30 t BORING 107 1
DE~TH I DEPTH DE,.TH IN ~ AltllTIOll *114.11 IN ~ AltllTIOll +115.0* IN BORING 109 FEET FEET FEET DEPTH aw ,.,,._, aow &OW IN COUNr COCJNr SY.OU COll#r sY-.1 FEET 0 --- - ""'"--...-*G*R*A*Y-TO-ll*L*A*C*l<-C*L*A*YE*Y-S*l*L*T.,..SO*F*T-T*0- 0 ~--.~--------------.,...~- ci A A YI SH -1' LACK CLAYE' SIL I SOF'l 0 --- I()() 1'19
~--.,...~~~ .....~----~~-
HfDOlsH-nHOl'IN r.1.A'rf'Y s**.' sTIFr &OW 6
- FIRM) GRADING REDDISH.BROWN (MEDIUM STIFF COUNr IYWOl.1 -~--
6
- ML-M ~~~~'NG SOME BROWN TO !!LACI( II L TY ML*MH TO STIFF) 1 >n ~ ML O II 0- t'I-- ---T"-*H*E*D*D*1*s*H-*R*A*o*.,.*11.-c*L*A-E*._*s*1*L*r-i(*M*E*D*,u*M-*
GRAD I NG SOME CLAY (~ Sf I F*F) IO 10 REDDISH-BROWN SILTY CLAY (Mf:OIUM STll'I' f-li;l!N~;Wl!I( s11,..Lr-r.w1Y1:.11-RHOWN FINE TO l!RUNSWI Cl< SH"'-E-REDD I SH-llRO#N SHALE SILTY <>llAVlL WI Iii l<tOIJl:itt*l\HOWN FINf. ro STIFF) ANO SILTSTONE {sOFT TO ~EOIUM HARO) lillAI NED SANDS TOI~!' (MfDIUM Ol:NSE TO Mflll llM <iAAI NH> SANDSTONE (HARD) llfNSt)
- BRUIJSl'll CK SHALE
- REDD! SH-BROWN TO Gl<AY VEflY FINE TO FlrJE GRAINED
/0 REOO I SH-BROWN MASS I II[ SIL TS TONE (HARO)
SOMf uRAl I Sti*wttt Tf SANOSTONf. SMIDS TONE (fiARO) 10 94% RIWflSWI CK SHALE - IU'.DO I sH-rROWN SANDY REDDISH-BROWN \/ERY FI NE GRAll~ED SANDY SILTSIONE (HM10) SILTSTONE (HARD) SHALEY IN PART rrw Lr:I Tr INC LIJSIO~JS RROWN Mf:O I UM GRAINED SANDSTOllJ[ (HAi.D) S~tALE SEAM REDD I SH":BROWT J TO GRAY FI IJE GRAINED SANDSTONf (HARO) SOME CLAY INTERAEDOEO GRAYISH-RROlllN MEDIUM TO 10 REDO I SH.BROWN SIL TS TONE (HARD) C:OAflSF GRAINED SllNCSTONE ANO REDDISH-E~~';~~=~~~!N SI LT STONE Bl<Oiltl SIL TSTONr 30
! (HARD) SHALEY GRAOllllG SANDY I 1-J P.Af<T SO~lE VERY FINE GRAINED SANO REOOISH-RROWN SIL rs IONE (Hit.RD)
SHALE SEAM Gl;f DI NG VER\' SA,,,OY HF.ODISH.BIWWfJ FINf GR'°'INED TO M(OIUM 11roo1:;11-AHOW~J \/l'ln FINI': GlllllNf:O SILTY GR(~;R~)DO I SH_.Al!OWN SIL TY SANO:ITO.. REDD ISH-eROWN TO GRAY 51 L TY SANDSTONE GHA I NED SMJOS TOfJE (HARD) WI TH SDMF SILTSTONE If O l!EDOl-sH-BROWN SILTSTONE (HARD) !!EDD I SH-BROWN SIL TS TONE (HARO) GRADING LIGHT GRAY FEW CALCITE STRINGERS AND SOME IN I ERBEDDED SIL l STONE REDD I 511-eROWN SIL IS I ONE (HARD) INCLUSIONS lfO BROWN, MEDIUM GRAllllEO SAlllOSTON[ (HA,.0) SHALE Y IN PART Ff.W CALCI lE SfRlNGERS FIEDDISH.BFIOWN FINE TO MEDIUM &RAINED LIGHI GRAY FINE GRAINED ro MEDIUM l!Ol!llllG COW'LETEO ON 10-4-69 GRAINED SANOSTONE SANDS IONE (~iARD) SOME SIL TS iONE BORING COMPLETED ON 10-6-69 NO WATER IN BORING ON I 0*24-69 FIEODI SH.BROWN SIL TS TONE (HARD) REDDISH-BROWN SILTSTONE (HARD) F*W WATFR LfVEL NOT RECORDED GR/-[] I NG ALU I SH.GflAY CALCITE STRINGERS flOrlllJG 'OMPLfHD ON 10*2?-69
<.!SING TO A DEPTH OF I ?1 BOA I NG COMPLE TEO ON I 0-22-69
~')<)*Ls* lf/,MfAEH 6: 18 11 Ff,LL USING TO A DEPTH OF 11 1
\'f/T!'ll LEVEL I.OT llECCROED 11 300-LB* HAMM[I{@ 18 FALL l'f,\TER u:vrL NOT l<ECOllDED t BORING 29 BORINC9 106 BORING 108 I
DE,.TH DEPTH
~ AltllTIOll *115. ,,
IN M""'*6 AltllTIOll +260.0 1 IN FEET FEET 0 ~, *.-oit.--*....-~'"""~~-~"°""'"""1'~!'P':AOl!l!'!'-!P"!!"!"l"'ll SIL aw 0 COU#r ____,...______________...,..____ IYM<<lt.6
&OW ,.,,._,
COU#r 0 II ~--.,...--------~..- ....-
- 15. 105/(," ~ 11EDOISH*m~OW~! Cl'°EY ~IL T Mf'OlllM ST IF~ REOOISH.flROl'I~* CLllYEY SILT STIFF WI TH FI NE SANO .... NO CLA' ML fiHAO I Nii HARO NOTES:
- 32. 97 r. ML ML GRADING l/ERY STIFF f\HllN~iWI l'K :;11AL! "tlt'ODIStt*llHll#N SILr-
- >TONI. (1111rm) REDDI sH-eRowr. TO llROlllN SHllLEY Sit.NOY 1. 5" notes on Figure 2.5-22, Sheet 1 for SILTSTONE (HARO)
BRUNSWICK SHALE - REDDISH.GRAY FIT~E GR .. INED SANDSTONE (H~RD) BRUNSWICK SHALE.REDO I SH-BROlllN TO eddition*I 1xplM8tion of logs. SOME SILfSTONE Sl':AMS BROWN SILTY SllNOSTONE VfRY FINE GRAINED {HARO)
- 2. For loaitions of borings, ... Figure 2.5-20.
GRADING MEDIUM TO COARSE GRAINED GRACING VERY FINE GRAINED REDD I SH-BROWN MASS I Vf: SIL TS TONE (HARO) 3. Logs prepared by Ownes Md Moore. SANDY SILTS TONE LAYf:R ti HAO I NG BLUE GRAY GR'°'D I NG S'°'NDY G"AOI NG REODI SH-BROWN liRAC>I NG liRAY GRllY, REOOISH*aROWN l'INf: GRlllNEO BLUISH.GRAY SILTSTONE LAYER (SHALEY) SANDSTONE (HARO) r.Rll,,SH-RROWN FINE IQ MEDIUM GRAINfD REDO I SH-BROWN MASS I Vf: lfERY FI NE GRAINED BLUISH.GRAY 5 tL TS TONE (HARD) SAND> SIL TS TONE (HARD)
~ANOS IONf (HARD)
(HARD) GRAYISH-BROWN MEDI UM GRAINED SANDSTONE LleHT GRAY FllllE llRAIN[O SANDSTONE (HARD) REDOISH-RROWN FINE GRAINED SANDY GRAYt "EDDI SH-BROWN Mrl\SSIVE SIL TS TONE l'EBBLE ZON[ SILTSTONf (HARD) FILUISH.GllA\ SILTSTONI' (t1ARO) Gl!AO I NG RECD I SH-llRO*N INTERBEODED a*'IAYISH-lltil TE _MEo:uM TO GR,Oy, REOOI SH-BROWN MASSI vr SIL TY GRACI NG VfRY SANDY COARSE GRAINED SANDSTONE ANO J SANOS TONE: (HARO) FEW CALCI T[ STRINGERS RED015H-6ROWN SILTSTONE (HARD) REDD I SH-BROWN !I IL TS TONE '(HARD) LIMERICK GENERATING STATION BO R I NG COMf'l. [ TE 0 ON 1'0-(i-69 WllTER LEVEL 0 ~qr ON 10-24-69 UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSl-S REPORT
~CRING C~LETEO ON 10-7-tCJ WATER LEVEL @ ~'?I ON I 0-211-fCJ llOR I NG COMF'L[ T[O ON I 0*2~-C,Cj
*'A~IN<< TO A DfPTH OF I~ 1 11
~00-Ll1, llAMMI H @ 11~ ' /*LL WAll:I< LCVI L NOT l*fC:Ol<rWOL*
0 t>>UNr RE OD I SH*llROWI~
~_=_*_.,..
CL" "Et 5 IL MEDI **Iii
**HlJfJ'";~~*l "K )llhU'-tffDO I ~'11-n1.o *. r. I It I 72 11
,,,,._l~J!,* :r\H.Y :JILTJ"Ot*I rniur::-;.;.1 ~-K' $HAL£ -HElJD I '.:. 1-hh'J/'lrJ 1 71 II ML ST I FF)
IO IO c 1LT ~TU.'.( HA?J J 1,11A*, I If.I 1 1f.:.AINJO ~.ANO:ilOM (* t*H, llA!llt) IO f\IHIN:511rt, K :i!IALE-l~EDD I Stf-l'ROWN "RUtlS*!I CK SHALE.REDD I SH*r,RAY FI NE. ht P Sii I>, H)r~t (ti.A.HP) . SILT*~TtlM (HAfffl TO \/fin' ~1A1w) ',R,..IN£lJ TO llCDlllM C.RA>NFD SAND* S TOfff ( t~~ RD) 11!'.DDI SH-'IHOWN TO llRA\ t.IF01 t M 0 COA~Sf
.1~,A 1 r :~- D S* 1:iJ ror r* REDD I SH-IH<OWI< 51 L 1S lON[ (HARD) 20 10
*J 1 Ht l>O I !'>*1*-1iM.A w*o I IJM UR.A. I NI- I) ~.AN(!';) 1 OM
( "~ ,, HA**O)
~FD 10 t'EDJ I '.:>H-<<i'OWN M~SS I !f S~ND.
*H()(); ,i;-, .. owN S"ND\ SIL fSIONt (vFWo GR,..llSH-PROWN 11[01Ulil '0 CO.ARIE *.A.. l~ED t1,..1rn) S>L'~*ou (*;f~ H"Ro)
SANDS TONE (HARO) llfDOISll-.itl" MASStv[ SIL I\ JANDSIONE (*JtR, HARD) 30
"DulsH-l'kOWr., ~RA*1 !MID'* SILTS'ONE RECD! SH-BROWN SIL TS TONE (HARD)
WI TH SOME S"NDSTONE HFOD I SH-flROWN SIL TY SANDS 1 ONf (HAR{)) I 1 S"NDS rONE LA 'rER tlfOOISH-l-IROWN SANO) SILlSIONF (,r1n DARK BROWN SILTY VERY FINE GF1AINEO H"RD)
$0 SANDSTONE (HARD)
----1 1 '*"*ER 50 f;FDDISH-;RA i'INF .:iR ... INED SM,os*DNE SA\JDSlONE (vF w. HA~o) 60 100% RFDDI sH-BtlOWN SILTSTONE (11 ... no)
F<f"DDI ~*1-t<ROWN s IL rs TONE (HARD) Ht DO I Stf-1, flOWN FI Nf: GRA I NF[) SANDS 1ONf (v1 .,., HA~o) l<ff!DISM-l*ROWN SIL ISTONE (HARD)
><*Dr11SH-,llA'o Fl~IE GRAINED SA~IDSIONE (vtR-, HARD)
BORING COMl'LETEO ON /0-4-69 BORING COMl'L [ T[D ON / 0- ~-69
~OR I" ' co~*p,_ E I ED ON I 0-4-69 llrATER LFVfL (gJ 59 1 ON 10-211-(39 WATFH LfVfL Iii' 4% 1 on 10-211-(i9 r 0 .\AT,*'\ I rJ eOH I NG OM I U-2/1 -(.C)
'FO[ll sH-rHOWN TO REDD* SH r,R,.., Sit. r*,
SAl:Q5 01\E (*1FR'1 HARD)
' OH t fi-i C(tMPL f: FD ON I 0-' .-1 g
'.v.11*. u '-'n. ll (:*/1 or! I 1 -~ 1 1-\ l BORING 111 DEPTH IN $l/llFACE E&.l*TIO# .;* *~. 2' BORIN0 112A FEET DEPTH ~
i *ftl'laTIOll *!.lt:.01 a.ow IN * ~ COUNT $Yl#Ot.6 FEET ~ NOTES:
-~TIOI#
BORIN0 114
*11,,* ;ft'l"!'l'/'r---,-~"!"r*-~-~.
0 ML
'>"**"*I!';*.~-"!"'l!'tm-"""'-*""""~ll!!'S~Ier) aow O COUNT DEPTH IN = $IJllFllCI ILl*TIOll +2M. ~ r 1. See notes on Figure 2.6-22, Sheet 1 for FEET ~
i'ld r.' ;c; I ~jtt-1*1<00*,r eddition*I exp18nation of logs. a.ow I~ 'Jt-lPLr-1if[)~, F'I w ff IN Sl'l,DS '01.t* LA'fFRS IO 1*11:::1*.I SILTSrmiE (11111"-) Bl<IJllS\\l .. K SHALi - H*Wl'llllSH-G"AY MEDIUM COUNr 6'1'/t/llOU 2. For locetions of boringa, SN Figure 2.6-20. 1J ')' *~H* (sf'/*I: f'C. ~f."!'.*srcr**- (Hf.Rf) TO 0 --* - 10 *:c* ., "'-,u) ,x. l'I Pt 11n I '.;)H-nl~l'Wf>,j 3. Logs preS)8rld by 08mel 8nd Moore. r,/..:A,, f,t 1 1 1}1'.'itl-l*r'OiN~: Id l 1 i,~lf.o'J VI'*' I l~ff ML '>I I * (s l f H ) I*' DLI *;11-pl,OJ,'; ~llPLI Y ~IL1S:Ot11:: (HARD) l'I
't v.
.. ti*' I tJt 11 1 l1 I I rJI .,1,1\ I t.Jt I' $*\P*Jll:S JlltJt J1 ~
20 *ll no I ~*11-l*HOWr..: '> 11 ~ ON~ (tiAhP) Ci*L~ 111 lf,!L.LU'.jlOt*.S P..rw SIRIN'ifRS
'Jt-tfL~-.., zor-:: IO l*IHJN:'i'{i I 1 t( :.Al~L! *H1 (l[l I '.itt-nlWWN 20 ~IL T 'lTONf <~*, 'l'I ll.~ n*L Y
,._=
llAHI') 30 ---* f't-*.'<
,,,AC t,.
'LAC.I rt I 1;f ;,y
- ir;.1rr...ifRS
'.:JA'.(.)Y 100% --
>> VI llY FI tlf
---1 I s.-.Nos rONE LA' fR 20 HM~
111\flK f!l-llDI '.'>11-1*1<0wN :; fl 11/IA IN~ 0 iANl>:J I ONI 30 40- L iHT REDO I SH-l'ROWN F Hif *ifl ... I NED
,:;f,AYl~H-RED VfR'1 FINE 10 FINE GRAINED rrrn: -=-
SAlcD,TONt (HAHD) ,.RI A8Lf IN PART SILT* Sf*NDSTOrJE (>ii*i,D) 1~fOC'1I SH-BROVJ~. ~Hrlt:Y SIL 1 STOt\!E (HARO) 30 ~ 1HA'Y, HfUDl":.itl-IHHJWN vr1n t INE' ljRAIN[D 40 Vf,lY FEW SJ*r.JGY lO"'.ES
.TO FINF URAINf[l SMJl~rCTI" (MARO)
,,1*AU>~:G MAri-. -~~LCITF ~:HINGFRS ICYJ%
hf.Ofll:l.H-HRDWN SIL1S'.0Nf (HARD) f*C** 11 :Cl *. 0~1PLf I f'D 0 .. /I)-:,- j 40
'.O O\;*lfH it' 1'0'*1':.:; 01' l'J-2iJ-';9 50 --- !JKAO I N(j Vf RY S.A.t~lJ'r LIMERICK GENERATING STATION I c.,-~-69 l'Oll I ~j ~
111* r1 ><LrvrL l'OMl'LrTl'I' 01'1 u ';'.1,', 1 on I f)-211-(') UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 60-rHDDISH-llROWN TO Gf<AY Flf;E GRAINED SA'IDSTONf (11At<D ro VERY HARD) GRAPHIC LOGS
- Ir lffDOI SH-F!ROWN SILTSTONE LAYER Qi E5.0 1 SHEET60F37
<iR"D I NG MF:D I UM TO CO,..RSE GR" I Nf.D AND Bf<OtllN 1*01 !l;G COMPLETED ON /0*22-GCJ llr/ H II LF.VFL NOT HECORDrD FIGURE~
BORING 119 BORING 118 0£,.TH. It: t: 190"9NC3 116 DEPTH IN
..,,,,I
/JE,.TH Ill . . . . . . ft6tl!ITIOll IN $UIFM:6 ft6tl!ITIOll
- l'J8. ,, FEET t: BORING 121 I
+ 1g~.2*
FEET DEPTH FEET COUNT IN 0 --- FEET COCJlllT ~ $YMHL* i~~ 1 I ti-:,;,* _i\T~'lY L/*Y!Y SILT 0 ---- 0 ----- -~.....- - - - - - - - - - &OW
';8 " ML flHllt15:1ICK S<MLE.RED ~HALEY SILTSTO .. f COf/11/T 0 ---
l:!RUNSWI lK SH"LE.WEl\THERfO SILTY (t1A1~:1 To..> J1-f<1'r t1A~L)) 1*1~Jr.::.1;1 *I'( '>Hf-Ll*-1~t:*an I !:.H-*~P~Y
',ii/..l '.:::O !:il*I. _ r ,.,!";[
CGAkSE S"NelS TONE 10 1-JfOOl~H-p1~ow~1 R1)l*LP1 II<) (L**F'r' SILT Arm ':>.ILTJTON[
~.... 1 [) 1 ~.!M '>Tl** lO 51 l l f )
llfD(ll :rn***ROWN 'S"NDY SIL lSTO~JE IO (HAFllJ) REDD I sH-nRDWN r I 11.E ';R" I NED SMJDY REIJ f IN! *,f<AI NEil 5"NDS*TOtlE BRUNSWICK SH,,Lf.GR,,Y, loll'OI U~ Gll,,tNfD
~I l TS TOtH: SMJU~ TONF (11ERY HMlO) 11rn Flt*IF TO MEDIU"" GR/*INrll 51.r10-s TD~IF (Ht no) 20 fH"DO I sH-PflCW~J r I NE GR" I "'ED S"NDS TONE
~EO SIL n SHALE (H,,RD TD VERY HARD)
"l[,)I S>1.F>R011N *;ER'f S"l*OY SI*_ *s 'ONE !{ED SMIOY SIL TS TONE (Ht RD TO VERY RO 30 Hl'RD)
JO GRADING LESS S"NOY
-- REDDISH.BROWN SILTSTONE (H,,RD)
RED SH,,LE. FISSIL (wn) 30 q()% 40 40
~OMf I IJTfl<!c<fDD I Nli 1r1 I TH S-"IJOY RfODISti.BROWN MEDIUM CiR,,INFD 5"NDSTONE
*;IL I STOIJF I NTERllEOOEO BROWN TO GR"Y 5"NDSTDNE f<[DDI SH-BROWN SMIOY SIL TS TONE (vl!:Rr HARD) (11EFn HARD) "NO PURPLISH-GREEN INTERl!EDOfO VERY FINE GA,,INEO TO FINf" SIL TY SH"L E (HARD) CiR" I NfD REDD I 5H~BR0111f< s IL r T S"NOS TONr AND REDDISH.BROWN Sil TSTONE 10*?*E'1
~EOOISH-~ROWN (H,,RO) rlNE GR,,INl'O 5"N0STONE BO!< IM~ COMPlF TEO ON
\\**Tm LrVIL@ ~CJ' O"C 10-:*11-;:;')
50 REODI SH-AROWN SIL TSTO~if (H,,RD) H '.;IJ I ~11-IH<O#N SMlDY S 1 l l i TONf (\/[RY 60 l'HA', Mro1uM liHAINEO SANOSTON(
'11"f1[))
(VERY H"llD) k£. {J' 's1t*o;,owN IMSS I \If ,- I NE ,-,R,, I NED
*o SIL l Y S~NO~ TO~Jf.
BORING 118A 70 PURPLE SIL TY SHl\LE (H,,RD) AND FI NE
!'OH I NG l:OtAPLfTEO ON I 0-3-E9 IN/.l(R LEVEL @ E% 1 0'1 10-24-ECl DEPTH C GH" I NED SMJOSTONE
$UllFllCI ft.6tl!ITIO#
- I (;Cl. " I IN FEET '
~
llORING COMPLfTfO ON Yi' HR LEVEL r:OT RECORDED 10*2-fq 70 ll'<TEll!EDOEO SMJDS TONF REDDl5 ...l!RO*N FINE M!O RFDO 1 SH.BROW~I S"NOY GAf.INf:O SIL TS TONE (H,,RD TO VERY H"RO) AOW O COCJNr ~$~'fl#.,..<<_*--.-------~---T,-'/IM_,. ML DEPTH BORING 120
*o flf<UN~WICK s11 ..... 1**11ro SILT~IONI (11fRY IN ~ Altl!ITIOll + 155. BI 11,,1*0) FEET IO BORINC! 117 *o DEPTH B.OR I NG COMPLfTtD ON IQ*;(-fCj Ill $1111FM:6 ft6Wr- ~1135.7 1 LIJHT µf(.01':.t1-f**(,.*;* Ll;.. 1 :1 SIL' S'IFf INATrl< Lfllf"L fl 3jl ON 10*211-E')
FEET RfO >tNf TO Mf'DIL'lol liR,,INCO SANOSfONf
*_XI_* __,,_,.. _____
(>i,,RD) f'RUNSINI cK SH/IL ~-f<cOD I SH-" ,QW'* M,0551 VF
'_)IL JSlOr.F (HAHO)
&OW O COfl#T . . ._
._.*...,._ _ _ _ RrD SAl*DY SIL TSTOlt (H,,RD TO VfRY H"Ro) IO 30 NOTES:
PHliNS~'ilt K ~;1tALF-HI l.iHl"( WEP.TIH F*ffll
',,C.rH)'r' SH .. Lf 1,n.-01 N:) t1.-.Rlit H IO PURPLr-GflEUI TO fi~UD I s11-0HOWN VERY 1. 5" notes on Fitu,. 2.5-22, Sheet 1 for 40 i' I nr GIV I NED s IL TY SMJDSTONE trill ~Fl[00f0 flHOWtJ ro Gf<A) SIL !STONE edditionlll explen.tion of log1.
OAliK tirO :illALf-Fl:.iSIL ~"'-"lllll\1\Tf'L'l llll:P "l n
- 2. For locetion1 of borings,'" FituN 2.1-20.
1 (11Ae<o) "NC* PURPLISH-GREEN
""-..__ J."rl\,l<>lJ, l1l'il1*
30 SH,,LE 10 GMA< HP.HO) MEDIUM ;;f~"INED SAN'JSTON,. (11ERY
- 3. Log1 prepared by 0.... Ind Moon.
INT! F;fffDDtD l!ROo!IN TO GR"Y SMIDSTONE (vEP* HARD) ArJD PUf'PL I sH-'lRl'EN 51 L TY IJMO\ HI ll I Ir.JI ... t.AINl'O JAMll't' Sil TSl()~f' SHALE (11ARO) 40 Jo-* ....;:;.a---1 IC,Q% (1.1u1a ,,.. TtLY HAl'll) 1wr,n1sH- 1 dH.101Jr..1 r1N1 TO MfOlllM LIH.*dNfD _,,.,rJ(J*_,f!lNt 1()(1% "*tnn1*.JH-1ii.o.1JN s..-.Nn'I s1Lr...;raNE' lil<~J M1*01u"" l.ir<,,INfD S"NOSTOM' (vERY
. llJ..IJD)
~rn1Jl'~~t-"Hl)WN rlNt. TO W[QIU*.' .* RAINtO 100% $MW.. Tari~ <~TUnF RA TfL r HM<IJ) 50 Hf DUI s11-f1ROwN-Gll"Y ~ERr F INf CiR"tr*fO I NTf"HHt-DOfD c;Rff"N I SH.GRAY AND fl ED PUf<PL£ SILTY SH,,L£ (HM10) 10 ~l!'OIUM GliAINFO 5ANOS10Nf (H,,1~0)
SHr'L FS Ll.,ltT Ti.l MfDluM ,,,,,.y MEDlu~* *,R,,INED MJD FI rt!!: 1.if1" I MED 9ArJOSTO,_.E LIMERICK GENERATING STATION
- >l'F*DS TONE (~ll'H o) GRAY FlfJf Gf1Alllf0
- PrBLJL[ ZONE 10 S"llDSTONE UNITS 1AND2 ROH I N*i r*o w ffl<
l OMf'lfTED ON I' ROoONCl ON IQ*~-E9 111-2 11-(1 ao REDD I Stl.l!ROWN SIL TS TONE (11,,RD) UPDATED FINALSAFETYANALYSIS-REPORT REDDISH.llRDWN Gr<J'r FINL' TO MfOIUM SAfjQY SIL TSTOIJf (H~ow)
.R.t-[)lfJ*.i Ll'iHT GRAY 70 I ()')l -
*o G~,0.\ flr1r T(J *~ElJIUM Cof'Pt"fD '""OSTON[
(HM*D TO *Jfr*v H~;*D) 100% GRAPHIC LOGS
!10 R I NG COMl"L E Tf 0 D°' I 0*24-ECj GR"O ll*G loolt DI u"" ro CDllRSE GFI" I NEC ao - flC"ir.:; C0-Lf'f0 ON 10*2*fg SHEET70F37 R~DDISH.!!ROMll FINE 5"NDY SILTSTONE IJ)% lrl-'TFn LEVEL 1!31 O*l 1(-~li-,Cg
'I.I Tff! LfVEL "OT IOO -
RfC.O~OED (H""D) FIGURE 2.5-22
BORINC!I 130 DEPTH IN BORING 127 FEEr IJE~TH IN $IJllFM:E ftltJaTIOll < + I '/8
- 2 I FEET l!ORIN8 122 ~fOOtSH-.;..,0.'JI. r:L~'rEr S1L ,*,*1 ti SC:.'f
&C>W SIHJD (sf I FF)
Ml/ll'ltt:6 <aTIOI/
- I ~2. ~ I COUNr IYlllM>LI #<<:lfll'TIOI#
0 - -- ---,.~----------------
"RUNS>.>cK S*i"L,[-MASSIVE RfDDISH*
.[ n ;,/lt:O'r :,JL l IO ~ROWN ,~R~ I I NE ,;R .. I NfD SAND~
ML SIL,TSTONI' (H,.,RO) 1-'ll.ilil'.>ll-HIH*WrJ '.>ILl'r 11iJI 'U M*!JlllM IO - I, l<llNS\~I' K ~HAL f *tff0l1 I :;H-rlliO'.'."'I *, f'I. y il"lllNIO SllND (OEN~E) fll-l*llSWI Cl< SH.*Lf - .,i.,/\\ I S*rtrnO,\N
~ffDIUU CIU11lr*Jfj) ::i"flll!:i.TONI (1tM*W f IN[ TO TO VTln DEPTH BORING 12e
- iANnY 'llLT',l"OfJI to IO tiAttB)
- .tlllLf Sf llM IN ~ AltJaT/Oll +j '/4, '/I
( 1.llY srAM FEET t"Lf,Y SfAM GRAY SILTSTON~-SHllLE) (HAllO); FEW 30 CALCI lf STHIN<;FHS RO GFl,.,OING f1FDDI Sli*t1flOWN ML F ll<E GR .. lr*fO 40 REDD I SH-llROWN M"SS I VE VER\ s11rmY s IL *s !ONE (HARD) hfdHJSltl*' K SH.Alf-liliA'Y, Vfqy FINE LiF1AINEO IO SMl(JY SllTSTOtlf 30 SHAL f Y 70NF f'I n *Ji f(Y *.. M~!"l'( ~ll'*Lr'Y SILT~Tor'.;[ (vfRY "l*C;1:L1sH-~*fC.. rJ~*JF ',,F.:Alt~FG <;;r;O!:ITOf'-H t<f.DD I SH.Fll>OWN SIL TY, VEl<Y f 111£ 'TO f I NE Hl-h;) l't*~ I ( K l~f :-J ~/A::,:S I '.'F 5 Il ~ 01 f (H-"HC)
,, Hf\ I NfO S"ND5 I ONf' (HM>D) $0 IH DOI ,,.i.l'lllOl'IN ~IL IS TONI (HAt<O) llH*UI ,,.11-1111nwt1 TO ,:,fl"Y Vt-RY S"NDY SIL r- RO 40 o!ONF LAYfH (tiAF!D) llfDDt~rn-AllOWN SILTSTONf (HARD)
SH!IL r 'r ZONI HFD <'l~Jf 10 CO"RSE fiR,.,INED SM<DSTONE l'OHI ~:-. <'Ol~P F 'ED m. 10- :-r;q flfD MASSIVE FINE GR~INEu SANGY SIL TS TONE (HARO) 30 1/1,/*f!"!~ LI \"IL ~1or " ' ' U1 01*n llORING COMPLETFD ON 10*24-69
... ~rm LfV[L ij 'J,'. 1 ON 10-211-Gt]
HE 00 I SH-RIWl'IN SH/\l F'r SI l TS T Jl'JE 10 BORING 128 RED V[R\ SM~O.Y SIL T5T0Nf (HARO '0
$0 INIFRilFODED REOD1s11-RROWN 5 .. ~,DS IONF' FINE GR!llNED DEPTH VER~ HMO)
IN
"~'D REDO I SH-nf<OWN SANDY SILISIO~E (H .. RD 'OVfR\ H!IRO) SWllCE 11.1..TIOll* Ip I
- I I RED 51.tJO\' SIL TS TONE FEEr 90
&C>W BORINC3 123 60 COCJNr IYWOU 1
IJE~TH 0 --r,7-- l"I- --...---------~-- IN ~l':DDISH-*"J1'1I :tJ'*E' SIL* (s* *;o) FEET ~!~" i. ML JOO BORING COMPLETED ON 9*24-69
@ E71 10-24-G'J
~
... ~TFR lfVfL ON IY.atl *<<:lfll'TIOI#. f1f<UNSW I l' K SHA LF -r<ED' FI NE GnA I NED 0 -* -- - --..--R_fD_D_Is-11--fl-llO-WI-, -,,,\-IJ(l-Y-~-1L-r---...-[-AT-HE_H_E:D Sl\l*ID'l Slli-Lf (1iAl<D)
ML !;~NOY SILTSTOlff RFD SM.D\ SIL 15 TOf\F (vrR" H"RLJ) f'RUN5WI CK SHALE-HEDDI SH-llRO_,N f I ~Jf t,Rfl I r:f u SIL TY SM*IDS TONE 60 NOTES: IO RFO H,f ,...;A!,.!EO SIL :3 .. ~.:JS 0\.!:
- 1. See notes on Figure 2.5-22, Sheet 1 for r- 1 GR"D I NG TD GRAY I SH.BROWN "LrK1 SH-RD SA~IO'* SIL 5 '01.E (H .. RD *o 90 VFR" HA"-'D) ldditional exptanltion of logs.
RO INTERBEDDED,D!IRK RED SH"LE'r
!IND REDD I SH-AROWN SAND'r SILTSTONE SIL TS !ONE
\Fk* SAl1D'
- 2. For locations of borings, ... Figure 2.5-20.
(HllRD ID VER\ H!IRD)
- 3. Logs pre~rtd by D.mes and Moore.
/00 , fR' SAND
~OR I NG COMPL E ffO ON g-28*(9 30 W'.lfF LFVEL 1<* fQ~I OtJ 10-,,4-ECJ flRICI< RED 10 REDOISH-AROWN FINE r,RAiNED S!INDS ION[
40 D!IRK RED MASS I VE SIL TS TONE rro I 0-7-S9 LIMERICK GENERATING STATION f10R I NG C'.OMPL [ ON tlO IM11'1l 11' BOHING ON 10*2/t-Gg UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT liEO SIL FINE '>R!llNFD '.l!INf'lS O~f (HARDJ "ff'l *Jft>' SM.D\ SI l 1 S TQNf GRAPHIC LOOI r*OI< I I* 'Ot:PLE IFD or* '-i-, ,- ') SHEET80F37
"'* Tl-<< Lr 1 IL rJOT 11r1 u {1 'l FIGURE 2.1-12
BORING 133 DEPTH BORING i34 IN ILl ..TIO# +IE2. I I DEPTH BORING 134.A. DEPTH
~MZ FEET IN FEET IN
~!l:r $YltlllOU FEET MOW llE~TIOI#
0 ----..---------------------- 1- J SAND~ I" ~; 1 1 l (vE~~ S If.:~) O COIJNr $"llt#IOL*-*$-.---------~--~~ a.ow S'IWOC.6 llE~TIOI# 1r;; ML f~FOJiS~iSIL:1 1!< W1*HRCl(ri:rR,A.'_}Mn... s {)COIJNrlllll!~~ll'~r"--~.,~1r~,0~1>~*~1-~1.~1.~o:wr~.~r~'~'~.~,--~.~~1 .~"'r.,~=*~1 ~1~1*1~*:.. 100/'5"
~
ML J 11 H) 10 ~ BHUtlS\lllr*K Stt.a.Lf-FRAf"iMENTED f.it!J ~ILT fH<UN'3ril CK SH/\Lf-HfDO I :,11-1.HIOlllN ~111'1.[Y SIL TS TONE (ttARD)
$TONf H~ur~~-1'1:1 CK 3111-Lf -urn !.llL T .)fONf IO HEDDI SH*flROWN 5 IL TST0NE (HARD)
RFD SILTSTONE BORINS 131.A. DEPTH IN I I FINE GRAINED RED SllNDSfOtJF@ .,.,.,,QI FEET REDDISH-tlROWN FINE GR/\ltffD SIL SArlDS f0NE (MODER/\ IEL Y HARD) Y REDD I SH.AROl\'N FI l'E GR/\ I NED S/\NOY RED F ltlE GR1'1NED SAl\DS'ONE 51L TSTONf (MODERATEL'r HARD)
~ED "INf GRAINED s11r;osrOl\E (H,tRD) REDD I sH-flROl\'N FI NE GR/\ I Nf D s IL r y SANDS TONE RE:J SILTSTOHE REDD I SH-ElROl\'N SIL 1 STONE l1Rl,N~*~ll I( SHALc-l>Elllll 3H-BROWN MASSIVf REDO! SH-AHGl\'N VERY F"I NE GR/\ I NED II L TY SIL TS TONE (t1ARD) SANDSTONE SANDI n>
G~~ DI tl3 SA!JD I ER RO hrO TO rlf'A'r 1 FltJE' TO !JlfCIU'.11 GfUl-llJfO SMIDS TONE
$0 P1,,RPLE t~fDll,M '3R/\INED Sl<l.os*ou ~ED >1r.E GR .. INfO S/\LDSIOl1E (H,lRD)
~o Pu'IPLF FI Mf *~R/\1 t\ED s .. *.os *or [ **EU SJ.rJOY t.,ILT5TOr:f Jr* ,AD Ir l"3 Sf 1 !C I ~- **
!<EDD I SH-l<RDW'< SIL l Y S/\t\OS 'ONE (H .. lllD)
RcDDI SH-f'f'vY1r1 s *rs *cME (H,tRO) l*ED FINE G,l,.11/fD SANDSTONE 40 RED SIL TS TONE (HARD) l<FD SANDY SILTSTOl<f (HAllD) l'rD SANDS IOI-JI (Ml lllUM ,;t.AINI o)
**u.~PLl~lf-jl*f-'1 '..ilL1~1Qr~r. (11A1*D)
RE DD I SH-A llOf;I~ VE llY FI Nf TO FI NE Cii11'1r,ED SILTY SH<OSTONE (HARD) ao HllillLY JOINTED ,lNO FRACTURED; REDD I sH-R*rnwr1 MASS I VE s IL 1 s TONE (HARD) 1<~11. :)Ll!i~ITLY S1'ND'I* :...,ILT*:TONC ~i .'J 1 TO 8':J.0I (vrt<Y llM<U) REDOISH-BROll'N SIL fr FINE GR/\INfD 1;RADF:S 10 RED SANDY 91LTS10N[ Si'INOS ro~:f (HARD) REDDI sH-RROWN SIL r*, VERY FINE CiRAINED lffDD I SH.f\ROWN SIL 'IS TONE
- 3M.OS 'Ot.f (HA~D) HOH IN.; COMP f TFD ON 9-2(*(;9 BDR I NG CDMPL E:TE D ON I 0-1 -59 ,,..,ff,< LEV£L <: 'jQI ON 10*211-69 Hf"{'l.l I Sll-PlWWN SIL r SI Or.JF (Mr1SS I VE)
WATEf< LEVEL@ 621 ON 10-2lt--:C) HEDDI s11-AROwr., s IL I*, SANDS ION[ A.0111 I NG COMPL f TEO ON 9-~Q-C:9 REDD I SH-l'ROWM s IL rs lONE (H .. RD) 'f1 1*Tf1< L[VFL r!OT i~(COROEO ao REDDISH-e,10h*: SILTY VfRY Fri-IE :lR/\lt/ED Sr'.JSTO';f (?r',Gi:D) NOTES: REDD! sH-~RDWN SI*. *s*DNE (HA~o) BORINS 135A DEPTH BORING 136.A. See notes on Figuni 2.6-22, Sheet 1 for DEPTH ~. S_.NOI IN FEET IN MJl#lltl2 ftl-.ntlll + I ~I
- 5I additiOMI 1xpl1Ntion of logs.
FEET 2. For locttio111 of bori"ll, . . F.,ni 2.6-20. a.ow MM:/fll#TIOI# IOO 0 COIJNT SY~--t(.**-..---R*f*o*s~rL*,*.,~,:*1.~"'!"""'w~1~,f'!"I*, ~k"!',.*v~f,"ml !f*,~.,~..~.~~..~,.~..-.s 0
~ $'llJlllOL* 3. Logs prepared bv 08fMI end Moore.
REDD I SH-BllDl'IN FI NE TO l{f*RY f' I NE CiRA I NED 5 ti 0 - ..---.----fl*l'*D*ll-1-~1*1--H****o*w*N--LL*...*,*l*.,--f*l*N*f--S/\*N*D*l--S*l-LT
'Sit[) SANDSTONE (H .. HD)
ML ;;.*,1
- 92. ML
~
RU*Dlo'1-li1<0~.n SILTSTOrJf (MARO) WI Tll ,-(l~1l t<C>rK f tl/\1a.tfNTS
';0/:.'. 11
*L, 110 /0 fHwrr,\'f 1 1," *i11.-.Lt -o.ARK H'I n t1r A rttnn D
*,1111L1 (1N11'1't</\lrLY '.,()( r)
/0 FltlUNS*I CK SHALE-RED 5/\NOY (MED I UM HARD ro HARD)
SIL T5TON£ t<FI> ~ILl5TONr (MODfll"'lt:L\ llJll<ll) 120 RO DllRK n111 CK Rro SIL IY SHALE AOR I NG CDMPL[ TEO ON 9-26-69 R0- LIMERICK GENERATING STATION IVTE<l LEVlL ~JOT RUORDEO RED SIL !STONE (HARD) 100% VERY SANDY FROM 23 1 TO 2'5 1 UNITS t AND 2 JO UPDATED FINAL SAFETY ANALYSIS REPORT JO - -....i ...~~*.,..*..;;.~
....,,.Miii 100%
====
~~:;
40 40 _I00%-.l.._ ...........__ _. RED FIN£ GRAINED S/\NDSTOt<IE (HARD) BORING COMPLETED ON 9-~-69 WATER LEVEL @ 8iT ON 10*24-69 SHEET 9 OF '37* E\O~ING COWLET[D 0... IQ-1-\09
'NJITrt< L[VFL ii GT ON 10-24-69 FIGURE . . .
BOfttNS 1SO t BORINS 1eo BORINS 1S1 I DE,.TH ~ AIVfnO# +250. I' IN ....... Altantlll BORINS 138 FEET MlllRi<< Al. ., . . + 122
- 4 I a.ow $Ya.ot6 SHAL[Y ZDNI!:
O~T 8~ !'II REDDIS11-AROWN FINf TO MfDIUlil GH,..,INED SANDY SILT (MEDIUM SflFF TO STIFF) llf<UNSWI CK SHALt* rAN, YfLLOWl SH.BHOWN 125 !'II SHALE INlEf<llF.DDfO WI IH TAN FINE 10 MED I UW GRA' NED SANDS TON£ ( SOF 1 ro BRUN SW I CK SHALE
- REDD I SH-llROWN FI NE TO MEO I UM HARO) IO MEDIUM GRAINED SANDY SILTSTONE (HARD) HIGHL \ fR,..,CTURED QR,\DI NG SANDY Ill TH CLAY INCLUSION!> IO AflUMSWI CK SHALE
- DARK RFD SIL TY SH~LE SHALEY ZONE G R'°"D I NG SANDY RO FEW CALCITE SfRIN8!RS GRADING VERY SAND>
REODISH-GRAY,HICiHLY fRACTUR!:0 1 flN[ GR'°" I NED S"NDSTONE LOCl<ATONG Mf:ll9ER-11LACK SHAU'. CARllONA* DARK f*EO SILTY SH,.LE (HAf10) CEOUS WI TH CALCITE TO \/[RY HARO) SIR I NGERS (HARO GR'°"O I NG LESS SANDY, SANDY FEW C'°"LCI TE INCLUSIONS 30 REDDISH.GRAY SILTY VfftY FIN[ TO ,-INE GRAINED SANDSTON[-llMSSI VE (HARD) DA*K GRAY SLIGH' LY CALCAR[OUS SANDY SIL 1 STONE REDO I SH.GRAY SANDY SILTS' ONE (HARO) 30 ARI< K Hf.D, r IN[ (jRAI l!fD SMIUY SIL T~TOrJE FElll CALCITE STRINGERS (H,<.<iJ) 40 ClRAO I NG Vl!:RY SANDY HI QHL Y FRAC TUREO ZONE IN TERl!EOOEO llLU I SH-GRE[N 11 L TS TONE GRAY VERY FINE REDDISH-GRAY FINE 10 FINE SANDY SANDSTONE LAYER SILTSTONE 40 ANO BROWN MEDIUM GR,.., I NED SANDSTONE 50 SHALE PAR' I Nii BLACK SHALE WI lH FEW CALCITE STRINGERS VERY SANDY ZONE CARBONACEOUS (tiARD) FEW r.ALCITF. INCLUSIONS GR"Y SLIGHlU SANDY SILTSTONE-BANDED CALCAREOUS ( vun HARO) GR'°"D I NG VERY SANDY WI I H SOME SAND* S lONE GRAD I NG GREEN I SH-GH'°"Y GRAD I NG L ICUIT REDD I SH Tl NT 60 REDDISH-8ROWN 'D QRAY SILTY VERY FINE GR'°"Y VERY FINE TO l'INE GRAINED SAND* l!RUNSWI CK SHALE-DARK REDO! SH-BROWN* 140, TO FI NE GRA I Nm SANOS TONE (HARO) STONE (HARD) SOME SIL STONE RED Fl~IE r.RAINED 51.LTY SANDSTONE GRAY SLIGHTLY SANOY SILTSTONE DARK RED, HIGHLY f'R,.CTURfD, SILTST0>1£ NON-CALCAREOUS llROWN FI NE TO Mf:D I UM G RA I NEO SANDS IONE SIL TS TONE LAYERS 70 GRADING REDD! SH GR"Y VERY f I NE ro FI NE SANDS TONE WI TH
~H/\HD)
SOMf nro SANOY s IL rs 'ONE LAYERS HIGHLY HARO) FRACTURED-FRIABLE (M£DI UM 160 Rf 01; I sH-t'l<011r~ SltALE y s IL' s I ONE' (H,..,hD) 70 uHAUI N,,, '1 Fttl SANOY Al\JO UHA'r REOD I sH-llRDWN s IL TS TONE. SANDY Ar TOP 100% Gl!AOING Mf:DIUM TO COARSE GRAINED (HARD TO VERY HARD) ao GRAY FINE GRAINED SANOS TONE MASSIV[ (HARO TO VERY HARO) F!ORING COMPLETED ON W*Tt:H LEVF:L CJ 3k' Dtl IQ*l*Sg 1()-211-E') REDDISH-BROWN SIL s*oNE (HMI) FEW WELL CEME'I IEO OCCASIONAL HIGH ANGLE FRACTURE CALCI 'E STRINGER AND INCLUSIONS GRAD I NG S'°"NDY so GRACI NG DARK 8ROlllN-fR I ABLE PEBBLE ZONE REDO r SH-BROWN StiALEY SIL TS TONE GRA\ISH-BROWN PYRITIC FINE (1iAllD) TO Ml'OIUM 170 GREENISH-GRAY f'INE SANDY SIL fSTONE GRAINED SANDSTONE-SOME SILT (VERY PEBBLE ZONE HARD ClR,..,DING REODISH-GRAY1*Vl!:RY SANDY IOO GRADING VERY SANDY-CiiRAY NOTES: Rl!:DD !SH-BROWN SANDY SIL TS TONE fEW SHALE P'°"RTINGS 260 PE!!8LE ZONE GRADING GRAYISH-BROWN WI TH 1. See notes on Figure 2.5-22, Sheet 1 for I NCL US IONS (VERY PEBBLE ZONf SAt40Y) llO PEBBLE ZONE addition*! exp&*n*tion of logs. BLUI SH*uRAY SIL TS TONE LAYER r<EDLll :;11-ttHUWN-uR"Y f I NE GRAr NED SAND-STONE (HARO) PFB!'Lf ZONF REDDISH-RROWN TO GRAY SILTY \IERY FINE 2. For locmtions of borings, see Figure 2.5-20. or<AUfm:i MEDI UM finAINCO LIGHT GRAY FINE 10 MEDIUM GRAINED
*TO FINE GRAINED SANMT9NE UYEP REDD I sH*sr.o~*N SIL TSTOt~E \HARD)
- 3. Logs pre.,.red by o..,,.. *nd Moore.
1 N rERBc-fJDf:D s.um~ ro~JE AND s1 Lis ;oNF SANDSTONE (HARD) REDDISH-BROWN SILlsrONE (HARD) WITH GRAD I NG SANDY IN PART SIL iY ZONE CALCITE INCLUSIONS FEW JOINTS 111 TH STAINING FEW r.ALCI TE INCLUSIONS AND STRINGERS FEW CALC IT[ INCLUSIONS FEW SANDY ZONES REDD I SH-BROW'I SIL TS TONE I NT ERB EOOED C'°"LC I TE INCLUSIONS WI TH RFODI SH-BROWN VERY F l'IE TO REDOISH-GR'°"Y FINE TO MEDIUM GRAINED F'INE GRAINED SANDSTONE (HARD ro SANDSTONE (HARO) \IERY HARO) CALC I T*E I NCLUSI DNS rNTERBEDDEO S'°"NDSTON£ WI TH SILTSTONE GR'°"Q I NG S'°"NDY SOMF. r.POSS BEOD I NG
~ FEW CALCI 1E INCLUSIONS REDDI SH-llROWtl SIL TS TONE (HARO) FEW
'-._CL'°"Y SFAM CALCITE INCLUSIONS BORING COMPLETED ON 10*22*Sg GRAY FINE TO' MEDIUM GR,.., I NED SANDSTONE WATEf< LEVFL NOi RECRQDED (HARD) GRADING LESS C'°"LCI TE INCLUSIONS uR~FNI sH*,;HA\ SH,..,LE,C,..,LC,..,R£0US (H,..,*w)
RFOO I Stl-t~91tO'*N ~IL 1 S fONE (~tAnD)f FW CALCITE INCLUSIONS PEBllLI!: ZONE LIMERICK GENERATING STATION GRADING STONE SOME FINE GRAINED SANO-UNITS 1AND2 LIGHT GRAY FINE TO MEDIUM GRAINED SANDS TONE (HARD) UPDATED FINAL SAFETY ANALYSIS REPORT GRAY I SH.BROWN Ft NE GRAINED SANOS TONE (HARD) !!EDDI SH-f'ROWN SIL I STONE (H,..,RD) REDD I SH.BROWN SLIGHTLY SANDY SIL TS r ONE F£W CALCITE INCLUSIONS FEW SC,..,'T[REO INCLUSIONS (HARD) GRADING SOW: SANDSTONE llORING C~Lnrn ON 10-22-69 GRAPHIC LOOI Wl>ffR LfVEL NOT RECORDED SHEET 10 OF 37 FIGURE 2.1:12
BORING 166 DEl'TH IN
,= ~ Altancw+217.2 1 DEPTH BORINC3 1eeA BORIN0 164 FEET IN DEPTH I
=
**-r:
IN ~ Altancw *258. 7 1 &Oii FEET FEET 0 COU#r $Y-._<<_*,..._'!'!!'!'~!'!!l!!!'~*~Xlfll'~"!!"!"!i'!"r."'!'~.-~"'!'"'"""!""'111111111-RE0D I SH llROWN FI NE Sit.NO't' SILT WI TH ,_!;~T .....- . IO *
&Oii OCOU#T TRACE OF CL!IY (STIFF)
FEW THIN SANOS TONE LAYF.RS o~"""" ~,~,....... r;fL'ul)~t-fi*OI"~;; FlMf GRA.JrJfO SANDY SILT (Mtel UM ST I ff)
.. EDD I sH-eROWN SIL TY S.'IND TOP50 l L UW SIL TSTONF LllYERS IO
!!RUNSWICK SHALE-DARK BROWN ~INf GRlllNEO
!!RICK RfD,DECOMPOSED 1 SANDY SILTY SHALE S.'\NOSTO"jf, FRI !l!ILE (HllRD) f<EDDISll-BROWN SILTSTONE (HARD) FEii
(~TIFr TO MEDIUM. HMO) GRAD I ~JG UNWf.it. THERfD (HA~D) 11EDDI sH-11RAY SILTSTONE, SHALEY IN PART IO CALCITE STRINGERS ANO Sjl\IJDY I~' PART INCLUSIONS GRAD I NG TO REDD I SH-BROWN 5 IL TS TONE (VERY HARD)
/0 AND SHALE llRUNSlllCK SHALE- GREYISH-11ROWN FINE GRAD I NG VERY SANDY GRAINED SANOS TONE (VERY HARD) RO GRAY FINE GRAINED SllNOSlONE BED (HllRD)
REDDISH.GR.'IY FINE 5.'INOY SILTSTONE QRAO I NG MED I UM TO COARSE GR,I. I NED RrDDISH-flROlllN*SILTY FINE GRlllNEO SAND* SHALEY ZONE (VERY HARD) ~o S TONI (>iAllO) BORING 152 SHAL'E ZONE l"if DG I SH-~ flOWN SIL TS TONF (H.'IRD) DEPTH RO REDDISH-BROWN SIL TS TONE ANO SHALE C.'IL C I TE INCL llS I CNS SOME CROss-llEOOING SHALE'!' lll'TH C.'ILCI TE $TR INGE"'S IN ~ AEtaTIOll
- 254 *.gr SOME SAN{) REDDIS~i-BROWN SIL!' VERY FltJf TO FINE GRA I tH SANDS TONE (HARD)
FEET I) 30 REDO! SH-BROWN SJ L TS TONE (H.'IRD) FEW _°'-"---.. . . . .-*!!"'Xlfll'-~!'!!!"!"IO,!'!"-""!!'!"~'!'!""'!!'~ C.'ILC I TE INCLUSIONS AND STRINGERS
- JO 0 ~ ,,,.. . L I GHT YELLOlll SH-llROWN CLAYEY SILT '
GnAD I NG SMIDY WI TH CALC l TE l/E I NS <;RAO I NG REDO I SH-llROllN
$HllLfY ZONE REDDISH-BROWN TO GFIAY VERY FINE
'311,a, J NCO SANDS TONE (HARD)
TO Fl'£ SHALEY IN PART (HlllHLY llEATHEFU:O) FEW CALCITE STRINGERS ANO INCLUSIONS (STIFF TO MEDIUM STIFF) ML GR,0.0ING FEii HARD LAYERS 40 Rf DD I SH-BROWN SIL TS TONE I NTERefDOEO
'NI TH 51L TY VERY FINE TO FINE G"'AINEO S,llNDS TONE (!-!ARO)
D!IRI< BROllN Fr NE GR.'\ r NEC SANDS TONE LAYER LIGHT c;R,a,v FHJE GRAINED TO MEDIUM REeD I SH-BROWN SHAL EY s IL TS TONE (HARO) LOCKA TONG MCMllER-!!L UI SH-GREEN SHAL EY SILTSTONE FRACTUREO IN P'ART Gf'lll r~rD SANDS TONI': (HARD) SANDY IN f'!IRT 50 PEBBLE ZONE RFOD I SH-BRO.-ri 51 L TS TONE (HARO) GRACING YELLOlll IH-BROllN SH.ALE~ 801111\li CDMPLfTEO O~J 10-23-9 SOME I NTERllEOOEO SANDSTONE Gl>.'IDING VER't' S.'INDY Wt*Tfd LFl/fL fJOT <<r;OHOED PEBBLE ZONE PfBBLE ZONE
!!LACK ANO TAN SHALE INTERl!EOOEO Ill TH r, REEN I SH-BLACK 51 L TS TONE (M£0 I UM 60 REDDISH GPA*f SILTY VERY FINE 10 Fl"JE GR.'IY rlNE GRAINED SANDSTONE-MASSIVE H,0.RO) GRAINED S,O.NDSTONE; FEii CLAY FILLED GLAY SE,0.M INCLUSIONS SLACK SHALE:, CA"BONACEOUS (HARO) CL,O.Y SEAM
!iREENI SH-GRAY SIL TS TONE-CALCAREOUS CL~Y SEAM SIL TY IN PART (HARO) WISS 11/E 10 ao Gfl,O.DING MEDIUM GR,..INED PEflBL E ZONE SH,O.LEY ZONES RcDDI sH-GRA\ SILTSTONE LAYER SANDY ZONE GRADING MFOIUM TO CO.'IRSE GRAINED GR.'IOING FINE ()RAINED 50 GR ... O I NG LIGHT REC RFD[l I sH-flnowN r11Lr.1rr srP1f1r,rns SIL TSTONF (H.'\RD) nw 90- fffDOI SH-GHA\ SANDY SIL lSTONE (tiARD)
GRAO I NG SANDY r.rMY :Jll f'r f"'IY r lf'H" 'il'AltffD s.-f'w-
*: TONr , <':1'0$5"r1E00EO. (HMO)
PrJJOISfl-l 1 PIJWIJ SILTSTONE; SANDY IN PART (HARD) S'.lME CALCITE INCLUSIONS .'IND STRlrJGERS
~[W ~11L~r Tr INCLUSIONS NOTES:
BORING COMPLETEO ON 10-2()-69 GR.'ID I IJG S.'INDY 111 TH SO"'E CllLC I TE WATER LEI/EL ~ 21 1 ON 10-24~g STP l'iG~ns GRAD I NG SANDY PURPL I sH-oqAY THrN GRfrN SH~E LAYER
- 1. SH noWI on Fiture 2.5-22, Sheet 1 for I
MllSS I VE GRADING RED-LESS SA"JDY 110 GRllDING l/ERY SANO'!' .tditionel txplen.tion of logs. FEW SH.'IL E P ... RT I NGS
- 2. For locetions of boring1, ... Figure 2.5-20.
F Fii Cjl\Lf": I Tf: I NClUS IONS 3. Log1 prept!Nd by Demes Md Moore. GnAD, ING REDD I SH-GR.'IY. SANDY f"fW SHALi" Pjl\RTINGS INT~RBEl'DfD VE'<Y FINE GRAl"JFD SANDSTONE AND SANDY SIL1STO~JF-OCCASl0N"'L SH.'ILf P!IRT I NGS' CROSS-!IEDD!".D (H,O.RO TO vEnY fMRO) DAF>K ElROWN FINE Ml'"DI UM GRAINED SllNDSTONI SLlr;HTLY FRlll!ILc (M[DlllM HMID) PllRPLl<;H-r,nftY <;ANDY SIL 1STONF (HARD) r.noss-f'fODFD REDDISH-r;R,'IY l/fR't' FINE TO FINE GRAINED
<;RAY FI NE GRI\ I NfD SANDS TONE (HMID) SMIDSTONE (H.'IRO) r.11oss-Elf'DDEO SOME CROSS-Bf OD I NG 1NTER"'[DDF.0 FINF. GR,,INED SANOY SILT* GRADING MEDI UM GRAINED.DARK llROWN STONf A"JD VFRY FINE GR ... INl"O <;ANDSTONE (H!IRD TO VFR'r Hit.RO) HIGHLY JOINTED GR!ID ING SIL TY BROWNISH.GRAY FINF. GP.'llNF.D S.'INDSTONE (H,..RD) SL I 11HTLY rn I AALE LIMERICK GENERATING STATION RFDOl<;H-l'!ROWN SILTSTO~IF {H.'IRD) ~MINI°; T":OM*~ETED ON 10-21-69 UNITS 1AND2 RPOWNISH-GP.A)' r-irl* f r,n~~Nf"O TO MEDIUM 1
WATEn LFVEL Ii ')()I ON 10-24-6<J. Gr>A1r11 D SAl*JD'; *or1.~ (>!ARD) UPDATED FINAL SAFETY ANALYSIS REPORT RrDD I sH-!lr<OWN s I LTSTONF (H,,RO) CAL cI TE Slf>JNGFR~ A~ID l"F*W IN<'L\JSIONS P'l" llJ'l < lllALI T 1 (l Oil 1*1-1(::-(;() CllUl.tllC ~ wr rr11 LrvFL "" I ()(;,'. 1 ON I r.i-;:>11-r,') SHEET 11 OF 37 FIGUREa.1!11
llE"11 I# FEET e I l!K>"9Ne 187
...... AlttaTI0#+211.41
- 1ee IJE~TH I#
FEET I llORINe 1eg llllfl'M2 Alwnoll + 174. 4 I DEPTH IN FEET i BORING 201
$Ul#'M:E AltlATIOlt +160.51 BORINe I
DEPTH IN ....... A6wnoll+IE9."° 1 COUNr 1r~* *#/lllllrlOI# HtH!~IJ ',At!OY I l f\Y, !OP ~OIL FEET 0 ----- -~~----------
&OW
*wr.o
- HnHJl'..Hi-f1H.1W~I r-1r1[ 10 Mt-"OIUM ~,A.,NUI" f'll\Y.HC*( K' CO(Jltlr flllUNSWILK St"Ll.REOOISH*i.r<OlllN SIL 1 WI TH 0 -* -- '.ili,t,1. I F HllC..MrNTS IO fllnJf.J,Wll' ,fl/,l.1 -111 IHJISll-111H1WfJ ~.11 I ,;IOMI Rfl)UI <;H-AhOllll<
or
~l\P40Y Sil T OMl'OSI () l<fO[) I SH-ltROWN y[RY SOFT SANDY IO *illl\\ I :;11-1111owN, wrl\ THERro. Ml DI lJU 1,1111INt0 FEW ROCK FRAGMENTS GRADING WI TH MORE ROCK FRAGMENTS S/111D',,uflf(MOU[RlllFLY ,Hl\HO)
',Ll'dlfl'1 '_jAIJ(J1 (v1*u*r H ... l<tJ) SIL fSfONf TOP OF' ROCK @ 6~ 1 BRUNSWICH SHALE
<<EDO 1 '<1-BHOWfl SI l TSTONf (HARD)
\_,REDD I SH-BROWN SANDY SIL TS TONE SHAll.RFDOISH-fHIDlllf'j lil[Olutlll (MEDI UM HARD) WEATHERED TO 10 1 10 RF.DOI 3H-BHOWIJ ~I NE liRI\ I NED 51 LT' S TO!'.f Sl\ND* SMJOS ro~J~ (HAND) 10 GRl\YISH-flROWN VERY F'INf GRl\ I NED ... ND~TONE (HAl<O)
GRAINED TO FINF RO SIL TS TONE BE COM I NG HARO AND SIL TSfON[ (ME:Olutil HARO) UNWEATHEREO s rs
""f Dl\RK RFOO I "'-!!'IOWP<J Sl\NOY IL TONE H[DOI SH.HllOllli; SIL TY FINE GR,llNED WEA THE RED ANO SLIGHTLY DECOMPOSED (HAFHJ) SM<DS TON£ (11,lllD) £,fll'Drs TO VE ~y GHl\INEO SILTY IN 3 11 ZONE@ 16 1
~o
,0 S,t,NOSTONE SOME HAIRLINE CALCITE FILLED f<EDD I SH-llllOlllN f I NE S"NDY SI l TIT0'-1[
- RfODI s11-E1ROwr1 SIL, TSTONE (HM*D) BEDDING JOINTS 01\f'K BROWN I/ER' JANDY SIL TS TONE VfHY MASSIVf (vERY HARO)
(L IMOP<JI n:) i*fDOISH-t!ROWN SILTY FIME GR,llNCD SLIGHTLY WEA THE RED*
,0 l<l DD I SH-F!llOWN TO F!ROWN F" I NE GR/\ I NED LAYER OF VERY FINE-GRAINED NEDOISH-A><O"'N TO BRICK RED SIL1510NF. S,llJDS TDIJ[ (VERY H,lHQ)
. Sl'NDS IONf (HARO)
M~:*~IVI" **EDDI SH-!!ROWIJ 51\PJDY Sil TS TON[ SANDS TONE F'ROM 281'-2<1 I "o HFOUI SH*~~OWN SIL TSTON[ (HARD) GRAD I NG LESS SANDY 1<1*.K ~fD THlllLY ll£CDED F"ISSll,. SHl'l[ (SOFT TO MOO[l<ATEL Y H/oRD) SLIGHTLY WEATHERED @ 34 1 l*U<OW*1ISH*11Eo SANDY SILTSTON[ (y[AY0 GRAD I NG WI TH SOME FI NE SANO H/* 1 ~0) GRADl'NG WI TH LESS SANO REDDISH-B<<OWN F"INE Gll~INED VEliY S/\NDY S>t~l n SIL TS TONE (vrnY Hl\RO) DARK REOOISH-flROllll'J fl'-1[ GAl'INl'.D SANDY GRllYISH-F!RO ... FINE CiRAINEDlollCl\CEOUS Rf bb~ ~~!.~~~Jiv~~~ T~,.~~1r GAAi NED
!O Sl\NU1 TOPJE (MOO[ RA THY Hl'RO)
REDDI S'1.!!HOWN 5 IL. TSTONf (HARO) !O-SM/OS ION[.Sl ICiHTL Y FRI A~L[ {HAllD) LIGHT B*~OWNISH-GRllY Vff>Y SANDY SILT* STOUl (HM<D) HfDDI SH*BROlllN FINE GRAINED $1\NOSTON!: REDOI SH-SROWN SIL TS TONE 50ME ll'NOINO GRADING TO REOOI SH.BROWN SIL TS TONE (1tl\HO) LIGHT BROWN I SH.GRAY Flit[ GAAi NED VEAY
,,.llK B*IOY,N i OAR SE SLliiHTLY GRl\I NED ll'IF"ATHEfffO(tt/\HD SANDSTO~*!f ID VFl.Y WldO)
SANDY SILIS TON£ (HARO) 60 HEDDI SH-BROWN Ml\5511/E SIL iSTONE (Hl\Ro)
*o-~
WI TH CALCITE FILLED BEDDING PLANES
*'.,RACING Lll>HT GRl\YISH.llAOlllN SILTY BORING COMPLETED ON 3-6-70 HfODt 5H-hf*O,,.r1 S1LTSTOrJE-Mfo'.::.i~1vr. \V.IJ'<
Fi.IE TD COARSE GRl\11\ifD SANOST0'-1[ LEl#TN CASING TO 60 1 THI Ii f*L* I TF H£DDISH-p:1cMJ FlrJ[ SF MAS Gl~.AlrffD ':J/,fH.J~rOfJF (v.,'IY HARO) 0, COii£ WATER LEVEL NOT fAKEN Fill fHLf (111\RU) S/\,!DY Sil TSTOt.C llUlll,. 300-LB
- HAMMER DROPPED 24 11 li~,t,OING ~H,t,L(Y D~~K i*E~ SH/\LEY SILTSTONE SIL TY Sl\NOSTONE ~EllC£11/T RfDDISH-~"OWN VE<<Y SANO' SILT5TmJE (vEc) HrflD) Mf\~SI Vf Ill llDl ,~t-f'TIOlllN SIL TS TONE INTEIH!EOOEO 11£Ctw£1W
/\ T TOP A/tlD II. 0. D.
70 O,A.1..:K dEC*DIStrAHOWN Flr'J[ liflfol'~FD SPJD-CiR,t,D I NG Ml\SS I VE ao sr:iw (VF<<Y H~rio) REODISH-!!ROlllN SILTSTONE (HM!D) R£0GISH-f-i,'(ONr-J VERY SArJOY SIL T~TOr'f
' (vf:.y HA* J) '.~ASSIV[ GRl\01 NG "UR"L I SH.R£0
'-f1:£fH~~~!-Tgf~~~y S~~!~r)NE 'H-S51V~
ao REDOI SH-GHl\Y SIL TY FIN[ GRl\IN£0 SAND* G:;iADlrJG 1 JE~Y S1~~JOY G RI\ YI SH-!IROWN FIN£ GR/\ I NED SANOS TONE STO"JE (vEAY HARO)
'\. l<fDD 1 sH-;i, Ol\rJ s 1 L n sMJOSTO'ff (*n"' GRAOl~~G '-IEDIUM TO COARSE iiRAIN£0 (Hl'RD) 11~ .. o) G;Rl\0 I ~JG f I NE CiRI\ I NED REOOI ~H-8kOrµ< S'L TSTONf (HARO)
<<fD SIL fSTOIJE (t1ARO) liRAOING "'EOIUM TO COARSE li!IAINED
'~roo1sH-H**0:1r, 11;...*r)
S'LT'l S!INDSTJr:~ (vt* ) SOME CLAY F" I LL ED VUGS NOTES: G RAO I N'J BL U I SH-GRAY F" I NE TO M[ 0 I Ulol P1*0WN ro ()1\f,) t,W[11lfM .;.:/*H!rO SANO:jTON(" C:.Rl\ I NED SANDSTONE (HARO)
/00 (Hl\11n) IOO
-llEOOl:;H-"llOWrJ SILT:STONt: (H~t.D) GRACING "'~OIUM TO COl'RSE GAAINED 1. SM notn on Fiture 2.5-22, ShHt 1 for SLIGHTLY WEA THER£0 CiRl\OiNG FIN£ GRl\iillED GR,ly, REOOISH.8RDWN vfRY FINE GRAINED lddition*I txs*Mtion of logs.
SIL TY SANDSTONE (H .. RO) IOO RFODISH-l!ROWN FINE GRl\INED ::;l<!~DY ><EDD I SH-flROWN 5 1lli TOME (HARO) 2. For loc.tiona of borings, Ml Figure 2.5-20. llO llO s
- 3. LOii prepwed by DllMI Ind Moore.
Sil TSTO'<f (vERY HARO) GR(:;H~)DOI SH !!RO*~* IL TY snmsTONE
<lAAY-l'ICDD I SH*Bf10111N 3 IL I Y - 11'_- l.RA I I.ED SAt,DS TOI;[ (k11Htl) G~,t,Ol~1G eROlllN SILTY F"INE GRAINED
'<t:UOl :.H*t1HOW" :ill TSTOI*( (HAilD)
GRAOIWi Mf!llUM r::i~At~rr Sl\NDSTOrJf <~un Hl'RD) GRllY, RfODISH.OROlllfN SILTY VERY rlNf
~f:COI 'iH-81'0WI. SIL TSTOl'f (H~l<O) llO ~"'°'"fD $1\NDSTONE (H ...ID)
REOOI S'1-!!AOlllN SIL TS*TONE (HARr.)
!IROWl.ISH-GRl\Y FINE GRl\IP<JED TO Mf DI Uf.I "RI\ I NED 51\"DS'TONf H[iiOI Sn*BtfO"" ~ INE 1.U<llltiiO SANO' SILTSTOl';E 1111 TH SOM£ Sil TY F fl<[
GR,t,I NED SANDSTONE (HARD) GR,t,O I NG Sl\NDY I .. 0 Glll\Y-RfODISH-BROlllN SILTY vrR' F"INf 130 Gl~l\INFD Sl\NOSTON[ IP<JTfRflFDDro WI TH RI-DD I ';><-trnOWN 51 LT STONE (Hl\RD TO VEflr Hl\kO) !I OR I NG COM"L fTE 0 ON I 0-10-9 REDO I SH-~ ROWN 5 IL IS TONE (HMO) l"O if,t,TER LEVEL ~IOT RECORDED GRADING TO MEDIUM GRl\INEO LIMERICK GENERATING STATION l!O --- UNITS 1AND2 BORING COMF'LfTfO ON 1.ATI" u*vrL (ul 1 10~ 10*10-(g 1 ON I n-::*1-c* UPDATED FINAL SAFETY ANALYSIS REPORT
!!OH I NG COMPL F:TEO O" I 0-14-69 WATER LEVEL "IOT RfCOHOED GR#HICLOGI SHEET 12 OF 37 FIGURE _p.zz
I: BORING 202 I .~,.,, BORING 211 BORIN0 214 Iii +I'.//. 2' DEPTH DEl'Tlf DEPTH i= BORING 216 FEEr IN IN IN $llllFM:E Al..TIOll + IE31 FEET FEET
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TO 12~' HAMMER (:jJ 30" FALL REDD I sH-BROllN SIL TS TONE GRAD I NG TO MASS I VE SIL TS TONE LEl#TN NX DOUBLE TUBE CORE f'ARREL REDD I sH-GRAy CROSS-BEDDED SANDSTONE GRADING WITH MO~E FINE"GRAINED SAND OF COlfE
/IUll, REDD I SH.BROWN SIL TS TONE
~ElfCEllT lfCCOVCllY A#D 11.0.D.
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WATER LEVEL @ BORING COMPLETED ON 3-5-70 CASING TO 10 1
. , COllE LC,,.TH LC*T'N 3" 3-5-70 300-LB* HAMMER @ 24" FALL NO CASI NG USED WATER LEVEL @ 30 1
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~llCCllT NX DOUBLE TUBE CORE BARREL ~Cf/ICC/IT
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&IM IN FRAGMENTS AND OCCASIONAL SAND COUNr $Yl#OL$ FEET /0 77 " ML POCKETS GRAD I NG WI TH MORE ROCK FRAGMENTS
() 17-11 ---.-~RE~D!""!D!""l"'!'S..H'!'.B!"'R!""!O!"'W--NlllOICLlllA..Y".!ElllYlllOIS*IL*T~W*l'!'TlllH*R~O~O~T~S 92 " 11 ()~ $Y.*~-M__Ls.....~R~ED~D~l~S~H~!~-R~/JE.~~-c~~~~~~~~\""'!s~1~L~'~W~l~l'l'I"""_ TO NOTES: 29 II 15 16" ML
... TOP OF ROCK@
GRAD I NG WI TH ROCK FRAGMeNTS BRUNSWICK SHALE POOl S II 1 . See notes on Figure 2.5-22, Sheet 1 for IO 62 !DP o= W[f-IHFPEC ~O'K *r 0 4' REDD I SH.BROWN SIL TS TONE - HIGHLY P'lLINSWI~"< SH~LE WEATHERED AND FRACTURED TO 32t 1 TOP OF Roe-:@ 12~' ~FDDI sH-r-;qOWf\ 1 s IL 1 '3 *0* f 1 Mtdition*I expl8"8tion of logs. A RUN SW I CK SHAL F HI JHLV W[flTHFPrD .i:-~~o 11 1 ~TG REDD I Sf-'"GRA v VERY FI NE"G RA I NED
- 2. For loe1tions of borings, see Figure 2.6-20.
SANDSTONE "MEDIUM E'EDDED WI TH ~_i RP. IJ I '0 Hf.PO r * '- f D GRADING SLIGHTLY FRACTURED 3. Logs prePlred by D*mes 8t1d Moore. LOCAL SI l TS TONE LPYERS ("A" SA~JDSTONE) I iJ0°i*i~O% RO F r1f Sf-0S 0" F 1 JRf.l'ISH-r*-OW~ 1--.\. 1 Hl'3~L' -:-;-;A' 'l RFD ::-....,OM ~~ 1- 1
!0 2'7~ 1 GRAD I NG HIGHLY WEATHERED AND FRACTURED FROM 46 1 TO 52t 1 REDD I SH-BROWN SANDS TONE " HllRD WI TH A FEW FRACTURES THlf'J LA"TF:R O~ GREEr\.' SHA.LE REDD I SH"RROWN SLIGHTLY SANDY SIL TS TONF MASS IVEL Y AEDDfD, HllRD SECONDARY WEATHERING FROM Ei2~'-65 1 SOR I NG COMPLETED ON 4-E*7Q
~o CASING TO 19 1 70- WATER LEVEL@
300-LB* HAMMER@ 24" FALL LIMERICK GENERATING STATION PORING c 0..,,PLE Tf D 0 2-2r:-7Q UNITS 1ANO2
°'
-fa51N3 '0 11 1 LE,,.TH NX DOUBLE TUBE CORE BARREc COMPL F r~,o ON ,-2-70 BOR' NG 2 1 -9" CASING TO 12 1 3 60-* WATt~
14,'l-LP* LE\IFL (j H,LM~1t:::: r; 30" ~/>LL ON ~-3-70 COii£ lfllll, UPDATED FINAL SAFETY ANALYSIS REPORT WATER LEVEL LCl#TH '\Y rOG'F r.f.F~fL LSFD
,.EllCEllT 70- 140-LR* HAMMER@ ~0 11 FP' L NX OOURLE TURE CORE r.i,o..PRfL OF COlfC HCWEllY Ll*TH lfUN, AND lf.-0.
. , COllE ,.ClfCE#T
"""' lfCCOVClfY CMAl'tllC&.881 HllCCllT A#D lf.O.D. SHEET130F37
~,,,,
M# lf.-0. FIGURE I.la
i BORING 220 DEPTH
,,, IN AIWnOl1 BORING 217 Ml/llflt:6 +I 72 I llEl'TH i
BORING 222 FEET
/JEl'TH IN Ml/llflt:6 AIVITIO# + I~ I BORINC!I 228 FEET FEET M"""1<< Al..,,,. + 172. 7 I RECD I SH BROWN CLAYEY SILT 0 t:OUl/r IY19<<1 GRASS ROOTS TOP OF ROCK AT APPROX*
BRUNSllll CK SHALE 4 16 11 11 TOP OF ROCK @ ABOUT 5 14 REDO I SH-BROlllN SIL TS TONE HIGHLY BROWN FI NE TO COl\RSE SAND WI TH COARSE BRUNSWICK SHALE WEATHERED AND FRACTURED 5 1 TO 13 1 GRl\VEL !IND COBBLES IO REOO I SH-BROlllN SIL TS TONE GRADING WI TH FINE-GRAINED SAND 21 REDD I SH-BROWN CLl\YEY SILT WI TH !'IOCK FRl\GMENTS TOP OF ROCK l\T I l i1 TO~ Of ROCK l\T 61 BRUNSWICK SHl\LE IO BRUNSWICK SHllLE REDDISH-BROWN SILTSTONE - lliE"THERED REDO I SH-BROWN SLIGHTLY Sl\NDY SIL TS TONE AND HIGHLY FRl\C TUR ED TO 26 1 LIGHT GRAY-GREENISH Sl\NDSTONE 11 REODISH-GRl\Y FINE TO MEDIUM-GRl\INED ( A11 SANDSTONE) (MEDI UM HARD) GRADING LESS WEATHERED /\ND WI TH Sl\NDSTONE BADLY WEl\THERED AND FRACTURED 11 11 FINE-GRAINED Sl\ND (27 1 4 TO 2gr 4 ) REDD I SH-BROWN Sl\NDY SIL TS TONE - Hl\RD MEDIUM TO THICK-BEDDED BADLY FRl\C TURED JO I NTS AND REDDISH-BROlllN SILTSTONE WITH REDDISH-GRl\Y FINE TO MEDIUM-GRl\INED WEATHERED ANO FRACTURED 8-Jo I NTS 11 35 1 4") VERTICALS (34 1 4 - 40 AND VERTICALS 36 1 g" TO 3gr Sl\NDS TONE GRADING WI TH FINE-GRAINED SAND BOR I NG COMPLETED ON 3-22-70 40- CASING TO 11 1 11 REDDISH-BROWN SILTSTONE GRl\D I NG WI TH MORE FI NE-GR A I NEO SAND 140-LB
- HAMMER @ 30 F Ill L (44 1 TO 48 14")
Ll*Tll NX DOUBLE TUBE CORE BARREL f>' CO/IE 111111. HllCE#T BORING COMPLETED ON 3-1g-70 llD:Ot!EIW
*0---...............
GRADING WI TH LESS SAND NO GAS I NG USED BORING COMPLETED ON 3-2-70 AllO 11.0.0.
*o-*
WATER LEVEL NOT RECORDED TO I 0 I LEl#Tll CASI NG 11 140-LB* HAMMER @ 30 FALL WATER LEVEL @ 36 1 ON 3-5-70 Ul#rll f>' COii£ 140-LS* HAMMER@ 30 11 FALL
~-50 111111.
*o--
BORING COMP LE TED ON 3-24-?Q N)( DOUBLE TUBE c;ORE BARREL tlF COii£ 11 CASI NG TO 13 1 4 Hllt:EllT WATER LEVEL@ Lll#Tll
=
llD:Ot!EIW 11 140-LB* Hl\MMER@ 3() HllCE#T f>' COii£ Fl\LL I AllO 11.0.0. llft:fWEIW DEPTH /NII. NK DOUBLE TUBE CORE Bl\R!'IEL MllJ 11.0.0. IN Hllt:lllT FEET ~,,., AllO 11.0.0. BORING 221 0 COUNT IYM<<Jl.I BLACK RGANI
$11111'AC6 Al ..'10# . + I 16. 7 1 3 l!I : : : FI NE SAND 4 ::: OL GRl\OING TO BROaoN IN COLOR 8 111
,08/6" 111 TOP OF ROCK@ 8 1 10 11
(,.PPROX*) 1 BORING 218 BRUNSWICK SHl\LE DEPTH REDD I SH-BROWN SANDY SIL TSTO'IE NOTES: IN REDDISH-BROlllN CLAYEY SILT WITH ROCK 100%-3% HIGHLY FRl\CTURED Jr..LONG BEDDING PLANES & VERTICALS (I I' TO 21 1 ) FEET FRAGMENTS TOP OF ROCK AT 61 RO-~'"" 11
- 1. See notes on Fifure 2.6-22, Sheet 1 for
&OW 1 TH IN LA YER OF REDD I SH-BROWN O ~r ~YM<<JLI BRUN SW I CK SHALE 70%-20%
CLAYEY SILT l\T 23 1 311 REDD I SH-BROlllN SIL TS TONE eddition.i 1xpl.n1tion of logs. WATER SLIAHTLY WEATHERED TO llt 1 BROWN FI NE TO COARSE SAND WI TH COAF'SE VERY FINE-GRAINED REDD I SH-GRAY 2. For loe1tions of boring1, ... Figure 2.5-20. GRAVEL AND COBBLES
- 3. Logs pr11*9d by Dtmn Ind Moore.
SANDSTONE GRADING TD AND BECOMING BADLY FRl\CTURED JOINTS AND VERTIC,.L VERY FINE-GRAINED REDDISH-GRAY (30 1 TO 42 1 ) TOP OF ROCK AT 7i' SAND"!TONE BRUNSWICK SHALE REODI sH-BROlllN SIL TS TONE BE COM I NG REDD I SH-BROWN SIL TS TONE-HIGHLY MED I UM BEDDED FRACTURED AND WEATHERED TO 2(}i 1 30 GRAD I NG WI TH SOME VERY FI NE SAND RO GRADING LESS WEATHERED AND FRACTURED 40 BECOMING MEDIUM TO THICK BEDDED 30 ---.iiiriiiil---- BORING COMPLETED ON 4-1 3-70 GRAD I NG (55 1 9 11 WI rH !<<>RE F I NE-GR/\ I NED SAND 61 1) LEl#rll CASING TO 7i 1 11 TO 140-LB* HAMMER@ 30 FALL OF COllE NX DOUBLE TUBE CORE BARREL BOR I NG COMPLETED ON 3-6-7() 111111. GRADING WITH SOME FINE-GRAINED SAND CASING TO 11 1
,.£/ICEllT WATER LEVEL@ ON 3-10-70 11 LIMERICK GENERATING STATION ll<<OWIW 140-LB* HAMMER@ 30 Fl\LL UNITS 1AND2 TO--
BORING COMPLETED ON 3-4-70 NX DOUBLE TUBE CORE BARREL MIO 11.0.0. CASING TO 11 1 60-- WATER LEVEL II T LE*rN UPDATED FINAL SAFETY ANALYSIS REPORT 140-LB* HAMMER@ 30" FALL Lll#T# NX DOUBLE TUBE CORE BARREL f>' C0/1£
"'CO/IE 111111.
111111. ,.£/ICEllT Hllt:lllT llECtWEIW
/llEt:tWEIW AllO II. 0. 0. Gil#HIC Loral AllO 11.0.0. SHEET 14 OF 37 FIGURE,.-..
BORING 226 OEPrH BORING 228 El.Z..T/0#+117.0' IN ~ DEPrH FEEr IN FE Er DEPrH BORING 229 DEPTH BORIN0 229
~= SYl!IM>LS D£$C1'/PTION$
0 ILOW IN IN FEEr 4 FEEr 1!'11 GRAY AND BLACK CLAYEY SILT
- SOFT COIJNT 5Ylil60LS DESC1'1PTION$
7 1!'11 ML-OL 0 ~~ ------.---RE D*D*l*S*H~-B*Rm,0-.W~N-'*C-LA*Y*E~Y--S-IL*T~-------- aLOW DESC/f/PTIONS ML
'rcDDISH-BROWN CLAYEY SILT WITH ROCK 2g 1!'11 GRl\DING WITH ROCK FRAGMENTS COf.INT SYMaOLS DESCRIPTIONS FRAGMENTS - FI RM 10 [)P OF ROCK AT gr TOP OF ROCK @ 7' REDDISH.<1ROWN CLAYEY SILT WI TH ROCK
,,,UNSWI CK SHALE FRAGMENTS BRUNSWICK Sl-iALE REDD I SH.BROWN SANDY SIL TS TONE - TH IN REDDISH-BROWN SILTSTONE TO MEDIUM BEDDED SLIGHTLY WEATHERED TO 16 1 TOP OF ROCK AT 5I
'J3%-l 5 BRUNSWICK SHALE GRADING WITH FINE-GRAINED AND BECOMING MORE MASSIVE SANDSTONE 20 GRAD I NG ~IASS I VE AND HARD REDD I SH.BROWN SANDY SILTS TONE SLIGHTLY WEATHERED AND FRACTURED TO 11 1 VERY FINE-GRAINED REDDISH.GRAY GRADING WI TH CALCITE BEDDING PLANE SANDSTONE
- MEDI UM BEDDED STRINGERS REDDISH-BROWN SLIGHTLY SANDY SILTSTONE
- MED I UM BEDDED 20 SLIGHTLY WEATHERED FROM 161*171 GRAD I NG MASS I VE AND VERY HARD BECOMING MASSIVE VERTICAL FRACTURES FROM 34 1 10 37 1 30 FRACTURED FROM 31tr-34r GRAD I NG TO VERY SANDY GRAD I NG WI TH SOME VERY FINE-GRAINED SAND GRADING SLIGHILY SANDY SAND GRAD I NG OUT GRAD I NG WI TH SOME VERY FINE-GRAINED FINE-GRAINED REDD I SH-GRAY SANDSTONE SANDSTONE
*MASSIVE ("A" SANDSTONE) 66%-50 VERY FINE-GRAINED REDDISH-GRAY BORING COMPLETED ON 2-20-70 60-* BORING CASING COMPLETED ON 3*16*70 TOA DEPTH OF 1 13 4 11 CASING 10 8 1 SANDSTONE LEl#TH WATER LEVEL @
11 60-* WATER LEVEL @ 50 1 ON 2-23*70 300-LB
- HAMMER @ 24 11 FALL REDD I SH-BROWN SLIGHTLY SHAL Y SIL TS TONE OF CO/IE 140-LB* HA""4ER@ 30 FALL NX DOUBLE TUAE CORE BARREL LEN~TH NX DOUBLE TUBE CORE BARREL PEllCENT OF CO/IE 60 GRADING TO GREEN SANDY SIL TS TONE
/llJN. REDDISH-GRAY FINE TO MEDIUM GRAINED HCOVEll'f PERCENT SANDSTONE AND 1'.Q.D. llECOVEll'f REDDISH-BROWN SANDY SIL TS TONE AND R.Q.D.
DEPrH :3 BORIN0 227 REDD I SH-BROWN SANDY SIL TS TONE BUR I NG COMP LE TED ON 3*24*70 IN ~ SURFACE ELE'.flfTION +202' FRACTURED TO 78 1 LENGTH CASING TO 20 1 WATER LEVEL @ g3r4" ON 4-g-70 FEEr ~ 70° SL I CKENS I DES WI TH DECOMPOSED OF CORE 300-LB* HA""4ER@ 24 11 FALL BORIN0 231 SILTSTONE AND CALC:I TE FILLING@ 78 1 RllN. NX DOUBLE TUBE CORE BAR'REL 6LOW DEPrH 80 COUNT SYMBOLS DESCRIPTIONS PERCENT 0 7E -. IN Sl/RFACE ELE ..TION +216 I RECOVEllY FEEr qEDD I SH-PROWN CLAVEY SILT WI lH ROCK ML-GP i=-RAGME:.NIS AND R.O.O.
"OP OF ROCK AT 41 PRcJNSWI CK SHALi::
6LOW COllNT SY///llOLS DESCRIPTIONS 90 GRADING SLIGHTLY SANDY 10 - RFDDISH-PROW~ SIL *sTONE, 0 ADLY WEA I HE RED Ar\JO ;:-RAC l LJREO CJ I j 1 0 ~--.-t'l""""P-~-.~BR~O~WN~'~~~~""'i!!l""!!'l"l"~!'l!"""I!!"!'\!'~~ SLIC;JHTL\ WEAIHfRf-.0 10 lql 31 RE~~~ s:~~:~w: ~~:~~~Ls IL T GRAD I NG WI TH LESS SAND 6'~%-0 GRADING 0 WI TH MORE ROCK FRAGMENTS JOO
,ao%-l I 'OP OF ROCK AT 81 BRUNSWICK SHALE S TO~E REDDISH-BROWN SLIGHTLY SANDY SILTSTONE i=-R=:QU!:f\ "'." HI GH-ANGL:::D JO I NTS
*MEDI UM HARD TO HARO, WEATHERED AND NOTES:
J0fl\JIS H!:::_ALEC WI TH CAL( I lE 110
~ECOMlf\JG F RAC TUR ED REDDl5H-G"A' 5AN:JY SILrs-oNE REDDISH-GRAY FINE TO MEDIUM-GRAINED REDCl5H*G~AY MEDIU~l-GRAl~JED 5Al\DS.0NE 20 SANDSTONE 1. See notes on Figure 2.5-22, Sheet 1 for RED:JI SH-'lROWN SIL TS TONE - HARD additional explanation of logs.
~CDDISH-PROW~J SANo*r SILTSTONE 120 2. For locations of borings, see Figure 2.5-20.
40 4 ZONE OF SOFT CLAYEY SI L1 @ 31 1 3. Logs prepared by Dames and Moore. I !JG;~-20% OfDDISH-cl,OWN SLIGH<LY SHALY SILTS'ONE 130 FI NE.GR Al NED REDD I SH-BROWN REDD I SH-GRAY SANDSTONE TO LOCA.LL' SLIGH LY WEATHERED Al\D 50- MFDILJM HARD 0 .ECOMING LESS SHALY t<E"COMING SLIGHTLY SP..~JDY GRAOI \JG WI TH LESS SA~JO GRAD I NG WI TH SOME FI NE-GR A I NED SAND 140 REDDI SH.8ROWN SIL TS TONE
- MEDI UM BEDDED 60 ~Q DEGREE SLICKENSICES@ 50 1 SAND GRAD I NG OUT GRADING WITH SOME VERY FINE SAND 150 LIMERICK GENERATING STATION 10 LEN~TH UNITS 1AND2 OF CO/IE UPDATED FINAL SAFETY ANALYSIS REPORT RORI ~JG COMPLE TEO Qr' )*5*70 EORING :OMPLETED ON 2-ICJ-70 lfiJN.
CA s I NG TO I 0 I CASING TO 10 1 PEllCENT 60-* WATER LEVEL NOT MEASURED 10-- WATER LEVEL @ 51 1 ON 2-2)-70 llECOVEllY 300-LR* HAMMER (aJ 24 11 FALL 300-uo. HAMMER @ 24 11 FALL LEN~TH NX DOUBLE TUBE CORE BARREL LEN~TH NX DOUBLE TUPE CORE BARREL AND 1'.0.D. OF COllE OF CO/IE GRAPHIC LOGS llUN. lllJN. PERCENT SHEET 15 OF 37 PERCENr RCCOVEllY llECOVEllY AND R.O.D. AND 11.f,J.D. FIGURE 2.5-22
.,,.,, i : BORINC3 233 DEl'TH C I
-- 1 BORING 230 MJl#l'lltCI Al ..TIOll +225 1 80"9NC3 230 DEPTH
/fET
,1'T ..,
.-.mcir .,,..,,. +217 1 IN FEET ::
BORINC3 23!5 I OCOU#T IY~* DEPTH COCl#T IY.aL$
- 5 * . .. . . . . .'""'!B~R'!l!'!'!lllN~C~L~A~Y~EY~S~l*L~T....
W~IT~Hllll!!A. . L~l~TT~L~E!""!F~IN!'!!'E IN Mllll'M:6 .,,...,,., +223 0 COU#T .,...~..*....~~~~--'#1111'"!"~-r.-:.a______ 63
- ML ::~~; N~N~o\;~~~~H~~R~:A:: ~H MATTER FEET
!!ROWN CLAYEY SILT K>RE ROCK FRAGMENTS
.l'IEDOISH-!!ROllN CLAYEY SILT WI TH ROCK 68%-25%
FRAGMENTS
/0 TOf' OF ROCK @ 71 COUNT O 12m BRUNSll I CK SHALE TOP OF ROCK 0 6 1 REDDISH-elrnWN SANDY SILTSTONE IO BRUNSlll CK SHALE REDDI SH-!!ROWN SIL TS TONE WEA THE RED AND MED I UM HARD TO 8 1 SLIGHTLY WEATHERED TO 16 1 92 EDD I s+i-!!ROllN FI NE TO COARSE-GR A I NED TOP OF ROCK AT 51 REDDISH-GRAY VERY FINE-GRAINED 93%-7%
SANDSTONE - MEO I UM HARD AND BRUNSWICK SHALE 111£ATHERED REDD I SH-BRUllN llERY f I NE-GRAINED
'SANDSTONE
/0 REDD I SH-llROWN SIL TSTONE*llADL Y WEATHERED AND FRACTURED TO 8 1 REDDISH-BROWN SIL TS TONE SANOS TONE REDDISH-BROWN SLIGHTLY SANDY SIL TS TONE MODERATELY WEATHERED AND FRACTURED TO 18i 1 REDDISH-BROWN SILTSTONE GRAD I NG SLIGHTLY SANDY 30 SCATTERED CALCITE BEDDING PLANE FILLING GRAD I NG WI TH SOME FINE-GRAINED SAND GRAD I NG WI TH LlSS SAND SLIGHTLY SHALY BETWEEN 182 1 AND GRAD I NG 111 TH SOME FI NE SAND 183 1 GRADING TO FINE-GRAINED SANDY BORING COMPLETED ON 2-18-70 40 SIL TS TONE CASING TO 101 1*0- WATER LEVEL 0 I 071 ON 2-18-70 GRADING WI TH LESS SAND LE*Tlt 140-LB* HAMMER I 30 11 FALL NX DOUBLE TUBE CORE BflRREL
°'COM 60 40
- SANDSTONE REDD I :SH-BROWN SIL T:S TONE llUll.
Hllt:EllT
*o - ......
""°"'IW MIO II. 0. 0. FINE.GRAINED REDDISH-GRAY SILTY liiim.._...... BORING COMPLETED ON 3-6-70 SANDSTONE 2 11 LAYER OF DECOMPOSED SIL TS TONE LE*TN CASING TO 101 REDD I SH-BROWN S_I L TS TONE AT 58I 0, CO/IE WATER LEVEL@ 131 ON 3-10-70 GRADING TO ALTERNATING LAYERS 01'"
11 300-LB* HAMMER@ 24 FALL SIL TS TONE AND SANDY SIL TSTON£ llUll. NX CORE BARREL USED
~EllCEllT
- 0 -....................
1 REDDISH-GRAY FINE TO MEDIUM GRAINED BORING 232 SANDSTONE (HARD) DEPTlf Mt:OtlEIW LE,,.Tli IN A/llO II. 0. 0. 0, COllE BORING COMPLETED ON 2-23-70 FEET llUll. CASING TO 6 1 WATER LEVEL@ 35 19 11 ON 2-24-70
~EllCEllT 300-L B
- HAMMER @ 24 11 FALL REDDISH-BROWN :SILTSTONE (HARD) 1¥COWIW NX DOUBLE TUBE CORE BARREL BROWN CLAYEY SILT WI TH ROCK A/llO 11.0.0.
BORING 234 REDDISH-GRAY FINE TO MEDIUM GRAINED FRAGMENTS AND ROOTS DEPTH
- SANDSTONE (HARO) GR AO I NG DENSER fl T 3 1 GRADING WI TH t.AORE ROCK FRAGME'NTS IN TOP OF ROCK @ 51 FEET BRUNSWICK SHALE REDDISH-BROWN SANDY SIL TS TONE REDD I :>H-BROllN :SIL TS TONE (HARD)
WEATHERED AND PARTIALLY DECOMPOSED TO gr-6 11 REDO I SH BROWN CLAYEY SILT 111 TH A NOTES: GRADING SLIGHTLY SANDY SLIGHTLY WEATHERED TO 18' LITTLE FINE SAND AND WEATHERED HA I ALI NE JO I NTS PARTIALLY CALCITE .<JCK FRAGMENTS FILLED TO~R~~l~~C~l~H ~6~ 1. See notes on Figure 2.5-22, Sheet 1 for GRADf NG WI TH LESS SAND 6 ROCK FRAGMENTS@ 31 BRUNSWICK SHALE additional explanttion of logs. REDD I SH-BROWN SIL TS TONE - HI GHL y WEATHERED AND FRACTURED TO 171
- 2. For loe11tions of boringa, ... Figure 2.5-20.
THEN LESS FRACTURED
- 3. Logs prepered by OMMI Ind Moore.
RO HIGHLY FRACTURED FROM 20 1 .TO 231 160 LP, YER OF GRAY I SH-BROWN SANDSTONE LOST CIRCULATION AT 124 1 11 FROM 26 1 -8 TO 28 1 GRAD I NG 111 TH LESS SANO HIGHLY FRACTURED ZONE FROM 11 28 1 TO 31 I -8 HIGHLY FRACTURED ZONE FROM VERY FINE-GRAINED REDD I SH-GRllY 35 1 TO 40~ SANDS TONE WI TH TH IN CAL CI TE HEALED JO I NTS 40 BORING CGMPLETED ON 3-2-70 LE,,.Tli CASI NG TO 101 WATER LEVEL@ 12 1 -8" ON 3-3-70 0' COii£ 140-LB* HAMMER @ 30" FALL 111111. LIMERICK GENERATING STATION 150 ~£/ICE/IT NX CORE BARREL USED UNITS 1AND2 llECOVEIW LEH TN OF COllE AllO II. 0. D. *o---i.._..__... BORING COMP LE TED ON 2-27-70 UPDATED FINAL SAFETY ANALYSIS REPORT
"""* LE*TN CASING TO 101 11 /#EllCEll1 0, COllE WATER LEVEL @ 48 1 -6 11 ON 3-4-70 llUll. 140-LB* HAMMER@ 30 FALL "'"1WIW NX CORE BARREL USED ,.,,. 11.* .. ~EllCEllT GRAPHIC LOGI MCWllW A/llO II. 0. D. SHEET 16 OF 37 FIGURE 2.a-22
BORING 236 DEPTH BORING 238 BORING 240 IN SilRFAC"E ELE1'4TION + 2 13. 5 I DEPTH ~ DEPTH BORING 244 FEET SIJRFACE £1.EIMTION +244 I IN ~ SURFACE El.EIMTION + - ':' * ' ' IN SURFACE ELEIMTION +259 1 FEET ~ FEET c~'iY:r SYMBOLS DESCRIPTIONS BLOW () TO-. .:;..____,...oml!~~~~~~"":""'~~~~~O~R~G~A~N~l~=-- SYMBOLS DESCRIPTIONS BLOW 42
- 0 couNril'l!s"r:"'ll. ..ll*O*L*s-,...~~~F~D~0*1s~H~-~P*"~oDE~~,,~,s*c*,_R":'."'.'~P~CT~\~-:~~~':',s*.--------- COtJNT SYMllOLS DE$CRIPTICNS SILT Wl~H ROCK ML {) ......... ""!'R~E~D~D~IS~H~-~B~R~O~W~N~CL*A~Y~E~Y!""!S~l-L~T~-!"'!'M~E~D~l~U~M!"""*
GRAJING WI TH MAN'! ROCK FRAGMFr..Jrs STIFF - HARD AT 31
£iFD01 sH-r+O<tw'N CLP.~-\ s.1L 1 w1 ff- ~-o~-<
TOP o= ROrK Ar 4~ 1 ML-GP c-~AJMFNTS TOP OF ROCK AT 51 PRUNSWI CK SHALE (a; BRUNSWICK SHALE REDO I SH-GRA\ VERY FINE-GRAINED RFDOISH-PROWN SANDY SIL'STONE 10 TOP o~ BRUNSWICK RO,--K SHALE
- .jl REDD I SH-BROWN SANDY SIL TS TONE SANDS TONE" SL I 3 H T L \ WE A THERE D T0 I 2 1 - HIGHLY WEATHERED REDDISH-8'<0WN SILTSTONE-SLIGHTLY REDD I SH-BROWN SIL TSTONJE -
Gf-'A:JI NG WI TH LESS SflN:i GRADING TO HARD AT 81 WEA TH ER ED TO I)-!, 1 HARO, WI TH A FEW FRACTURES SLIGHTLY WEAfHEREO NEAR BEODlr"G 1;;,,;.,.:;;.a.---"""'"\ BROWN SIL TY SANDSTONE - HARD 20 GRAD I NG MO~E MASS I 'JE ANC HARDER
'-JO I N~S - - -..... --~ ~EDD I SH-flROWN SANDY SIL TS TONE - HARD REDDISH-GRAY VERY FINl'-GRAINED 2() GRAY FINE SANDSTONE - HARD SANC STONE 2() REDDISH-3ROWN SANDY SILTSTONE - HARO 30-30 - REDDISH-BROWN SLIGHTLY SANDY SfLTSlONE GRAD J NG 1 0 MORE SANDY Ar\:o LOCALL 'r 3()
DCCOMPOSCD F:lEOO!NG '"'1011'\TS H!::.AOFC ifwl TH r,P.Lr-11E 40 40 40 REDO! SH-GRAY ~I \JF-GRA INFO SA"JOS lO~Jf 4() BROWN ANO GRAY SIL TY SANDSTONE - HARD 3RADI NG SLIGHTLY SAND\ HARD, WI TH A FEW FRACTURES BROWN SANDY SIL TS TONE - HARD BROWN SIL TY SANDSTONE - HARD 50 RE DO t SH-G =iAY Fl N::: TO COfl, RSC SAr'WS :ONE REDDISH-BROWN SLIGHTLY SAND' 50 I 00%-E,7'.1,:_%-1.J:::t:==:I 5()- REDD I SH-BROWN SIL TS TONE - HARO SILfSTONf SOME S~ATTERED CALCITE HEALED LENGTH BORING COMPLETFD ON 5-6-70
.JO I NTS OF CORE CASI NG TO 5I 60----......i.............__
E'ORING COMPLE"TtD ON 2-21-70 11 LEVEL@ 29 1 -2 CASING TO 10 1 60 RUN, WATER 11 ON 5-11-70 LENGTH wnrn l_F'-JFL @ ON )-?-70 RORI NG ~OMPLE I lD ON 2-2')-70
---'--llliiiiillili&..-- BORING COMPLfTED or-; 2-27-70 PERCENT 140-LB* HAMMER AT 30 FALL OF CORE 11 LENGTH -ASIN3 TO 10 1 LENGTH CASIN-G 0 10 1 NX DOUBLE TUflE CORE' RARREL RUN,
)00-LB*
NX DOURLE HAMMER TU8E 24 20RE FALL RARREL OF CORE WA'ER LEVEL@ 30 1 ONI 3-2-/0 OF CORE WATER cEVEL Ii): 31".')I O~J 2-2(-70 RECOVERY
')()0-uo. HAMMER @ 2'+
11 FilLL 140-L8* HAMWh Q' ~0 11 cf*LL ANO /WJ.D. PERCENT RUN, NY CORE BARREL LSE"D RUN, f'JX OOl,'~Lf TllPf" ,~ORf_ APRR~L RECOVERY PERCENT PERCENT AND 11.Q.D. RECOVERY RECOVERY AND R.Q.D. AND R.O.D. BORING 237 DEPTH ~ BORING 239 DEPTH ~ BORING 241 IN ~ SURFACE ELE1'4TION +2'3'3 1 DEPTH f3* IN ~ SURFACE ELEVATION + FEET ~ IN ~ SIJRFACE £1.EWITION +23g I FEET ~ FEET ~ NOTES: c~'iY:r SYMBOLS DESCRIPTIONS BLOW BLOW SYltlBOLS DESCRIPTIONS 0 ~--.~""'"""!"---'T"'-!'!'RE~D~D~1"1s~H~B'!l'R~w:::IN~C~L.,A~Y~E"'Y~S~IL~Tr----- ML G RADIN~ WI TH ROCK FRAGMENTS O COUNr_;s~r:;~~~~oL_s__,,.........~~~DE~SC~R~Z~P~Tf,~~~~~s~~~~ o~,..,~~;.;~:.;M.;;L;._P""~c~R~O~~~,~~C~LA~\~F~'""'::S~l~L~'*l:V~l~IH~R~O~C~K-:"FR~A~G~M~E~N~"';'S 1. See notes on Figure 2.5-22, Sheet 1 for 1EDDISH-BROWN CLAYEY SILT WITH SOME 12 l"I
'OP OF ROCK@; 5 1 n:O'..:K FRAGMENTS ~I l"I ML additional explanation of logs.
BRUNSWICK SHflLE - REDD I SH-BROWN REDD I SH-ElROWN CLAYEY 51 LT WI TH ROCK I() - SANIDY SIL TS TONE FRAGMENTS A.NC SCATTERED LEDGES OF OP CF ~OCK P.. S~ 1
- 2. For locations of borings, see Figure 2.5-20.
10 1 T WFATf-Jf~ED AND BROKEN TO ~~I SLIGHTLi WEATHE"RED TO 17 1 10 TOP BtDRO=K oc ROr-K AT 51 r S *~Jr\ SW I '.:' K S HP.. L [ 3. Logs prepared by Dames and Moore. rffDDISH-PROWN SA~:DY SILTS"ONF, GRAD I NG VER" SMIDY 8Rt..;r\3'ifv CK SHP.LE MEDI Utv H~RU ~NLJ SLIGH LY WFATHEREO I 00%-75is REDDISH-BROWN SANDY SILTSTONE '0 I 3 I -4 20 'lf-i'ADING WI TH LFSS SANO REDDISH-GRAY FINE-GRAINlD SANIDSIONE SLIGl-L' WEATl-'ERED ALONG CALCI 'E- SL I >HTLY WFATHFRFD TO I0 1 2() Gf..IACING WllH Flr'-JF S,AhJDSTDNE FILLED 8EDDING JOINJTS 20 \. REDC I SH-BROWN SIL TS TONE
'\_ GRAD I NG 'IV I TH SOME FI NIE SAN CJ 1 POCKET OF SANDY SIL S IONF 25 1 -27
~~I---..._ Rt DD I SH-B ~OWN c I N-E -GRAINED SANDS TONE SL I CKENSI DES @ 4':) DEGRlES 30 - RFOOISH-RROWNI FILLFD 8EDDING SILTSTONE JOINTS WITH CA,_CITE-SCATTERED HI 3H ANGLE CALCITE FI LLEJ "0%-10%
3() 30 -- E-'l:C:OMI NG HARn MASS lvt: V!:':RY SM\JOY
---.Jt--:
,101r\ 1 S TO 37 1 '.?5%-30% SI l TS TONE 40 REDDISH-GRAY FINE" TO MEDIUM-GRAINED ClRAOING WITH VfRY FINE-GRAINED 40 Sf'NDS TOl\:E REDDISH-oROWI\: SAND' SILTSTONE RECDI SH-GROWN SIL TST8NE - DEFINITE
*=ROSS~BEDDED SANDSTONE CHANGE IN STRATUM 50 30%-7C%
REDDISH-GRAY SANDSTONE, VERY VERTICAL c I NE-GRAIN-ED
.JOINTll'JG 50 LIMERICK GENERATING STATION THROUGHOUT UNITS 1AND2 REDDISH-BROWN SANDY SILTSTONE UPDATED FINAL SAFETY ANALYSIS REPORT 60-~-......-
32%-71'.X BORING 20MPLETED ON )-4-7=: 60-~--.....- - 60----"-i........__... PORING COMPLETED ON 2-27-70 1 LENGTH :PSIW3 TQ PORl'JG OMPLETED ON 2-2E-70 CASING 0 l'.J 1 -l1 OF CORE 1,iu1 TER LE\/EL LENGTH ::fl.S 11\)1.::i TO I 0 1 LENGTH WATER LEVEL@ 10'-4" ON 2-2'3-70 RUN, NY 1 _QPE RARREL USED OF CORE WPTER LEVEL @ 34 1 ON ')-4-70 OF CORE 148-LF* HAMMER (ii 30" FALL PERCENT RUN,
!i;Q-LG* HAMME"R @ 30" F/\L*_ RUN, NX DOUBLE !L!:_~t:_ CORF RAP,qfL NY DOUBLE TUBE CORE BARREL PERCENT GRAPHIC LOGS RECOVERY PERCENT
'ND 11.Q.D. RECOV{RY RECOVERY SHEET 17 OF 37 AND R.O.D.
AND R.Q.D. FIGURE 2.5-22
BORING 247 DEPTH llOflttNG 24'5 IN
....... Al..,.,. +251 I :i FEET BORING 249 IC M TT R DEPTH SILT WI TH ROCK IN F Rl\GMEN TS TOP OF ROCK I\ T 3 I FEET BRUNSWICK SHl\LE I 00%-23%
IO REDD I SH-BROWN SIL TS TONE WI TH SILTSTONE IO CALCI TE-HEl\LED JOINTS
- WEI\ THERED HIGHLY FRl\CTURED ROWN SIL TY SANDS rONE - HARD EDDI SH-BROWN Sl\NDY SIL TS TONE - HARD SL I GHTL y Wtl\ THE RED AND FRl\CTURED TOP OF ROCK AT 5 1 BRUN SW I CK SHl\LE BORING 251 REDD I SH-BROWN SllNDY SIL TS TONE
- WEI\ THERED 100%-76% ~ AIWfTIOlt +253 I GRl\DING IW\SSIVE l\NO Hl\RD l\T 72 1 GRADING WI TH MORE FINE-GRAINED SAND DE8Clll~TIOI#
REDO I SH-BROWN CLAYEY SILT I 00%-93% GRADING WITH LESS SAND TOP OF ROCK AT 3 1 SLIGHTLY WEATHERED AND BADLY BRUNSWICK SHALE FRACTURED FROM 38 1 TO 45 1 REDDISH-BROWN FINE SANDY SILTSTONE 3RAY I SH-BROWN SIL TY SANDSTONE - HARD - SLIGHTLY WEATHERED, MODERATELY 100%-96% 100%-80% FRACTURED RE DD I SH-BROWN SAN DY SIL TS TONE - HARD 50---....-.--- MORE FINE-GRAINED SAND
,E,,.rN BORING CASING COMPLETED ON TO 10 1 5-7-70 RO MASS I VE - HARD 99%-71%
. , COii£ WATER LEVEL @ 5 1 ON 5-l l-70 111111. 140-LB* HAMMER AT 30 11 FALL 50-..................... BORING COMP LE TED ON 4-30-70 HllCEllT NX D9UBLE TUBE CORE BARREL BORING COMPLETED ON 3-3-70 LE/l#Tlt Cl\SING TO 10 1 llB:OWIW CASI NG TO 8 1 OF COlll WllTER LEVEL @ 8i 1 ON 5-11-70 11 MID II. 0. 0. WATER LEVEL@ 17 1 ON 3-11-70 140-LB* Hl\MMER AT 30 Fl\LL 70- 300-LB* Hl\MMER @ 24 11 FALL BELOW 36 1 111111. NX DOUBLE TUBE CORE Bl\RREL
'lllCEllT MASS I VE NX DOUBLE TUBE CORE BARREL LE/l#rll 11 OF COllE 3 LAYER OF BROWN FI NE TO MEO I UM llD:OllEIW 111111. 40 SANOS TONE AT 37 1 AllO II. 0. 0.
'EllCEllr lf£CtWEIW AllO II. 0. 0.
60 THIN.BEDDED FROM 51 1 -52 1 BORING 246
~ AIWfTIOll +245 1 BORING 248 DEPTH IN FEET 0 t#/:r .fY.-il~°'-*-.~~-'!"'~~-~'#11.~-*~TIOI#~~.,.,..~~
BROWN CLl\YEY SIL T1 SOFT TO 1 THEN IJEIClll~TIOI# GRADING TO GRAY IN COLOR NOTES: ST I FF REDD I SH BROWN CLAYEY SILT WI TH ROCK I\ T 5 1 TOP OF BRUNSWICK SHl\LE ML ORGANIC MATTER !IND ROOTS 1. See notes on Figure 2.5-22, Sheet 1 for GRAD! NG WI TH ROCK FRAGMENTS REDD I SH-BROWN Sl\NDY SIL TS TONE
- Hl\RD additional 1xplan*tion of logs.
ao GRADING TO REDDISH-BROWN IN COLOR TOP OF ROCK AT 5 1 BRUNSWICK SHALE
- 2. For loc.tions of borings,'" Figure 2.5-20.
- 3. Logs prtJ)9red by o..,_ .net Moore.
REDD I SH.BROWN SIL TS TONE BROWN SIL TY Sl\NDSTONE - Hl\RO PARTLY WEATHERED AND HIGHLY GRAY FI NE TO MEO I UM SANDSTONE - HARD FRACTURED e-JOINTS 10 1 -16 1 REDD I SH.BROWN Sl\NDY SIL TS TONE
- Ml\SSIVE1 Hl\RO WEATHERED AND BADLY FRACTURED
~o B-JOINTS 19 1 T021 1 3 11 REDD I SH.BROWN FI NE SANDY SIL TS TONE 11 - HARD, THIN-BEDDED 2 TH I CK SHl\LE SEl\M I\ T 27i I BROWN I S H-G RAY FI NE TO MED I UM I 00%-57% SANDS TONE - HARD REDD! SH-BROWN FI NE SANDY SIL TS TONE BROWN SIL TY Sl\NDS TONE - Hl\RD
- HARD 100%-8<1%
REDO I SH-BROWN Sl\NDY SIL TS TONE - Hl\RO LE/l#TN O' COllE BOR I NG COMPLETED ON 5* 19-70 I 00%-70% llUll. CASI NG TO 6 1
'EllCEllT WATER LEVEL NOT MEASURED 140-LB
- HAMMER @ 3() FALL llECtWElrt I 00%-93% NX DOUBLE TUBE CORE BARREL GRAY SIL TY Sl\NOSTONE - Hl\RO HIGHLY FRACTURED B-JOINTS AND AllD II. 0. 0.
VERTICALS AND SLIGHTLY WEATHERED I 00%*70% 50-----a...- BOA I NG COMPLETED ON 5-8-7() BETWEEN 43 1 ANO 44 1 CASING TO 10 1 SLIGHTLY WEATHERED ANO FRACTURED LIMERICK GENERATING STATION LEl#Tlt WATER LEVEL @5i 1 ON ')*11-70 ~o B- J 0 I NT S 46 1 TO 4 7 1
,,, r:OllE 140-LB* HAMMER l\T 30 11 Fl\LL UNITS 1AND2 111111. NX DOUBLE TUBE CORE 81\RREL I 00%-99% UPDATED FINAL SAFETY ANALYSIS REPORT 'EllCEllT llttfWEIW 60-~irilliiii ...._.. BORING COMPLETED ON 3-3-70 AllD II. 0. 0. CASI NG TO 10 1 LE/l#Tll WATER LEVEL @ 10 1 5 11 ON 3-11-70 0, COllE GRAPHIC LOGI
- 11 140-LB* HAMMER @ 30 FALL 111111. NX DOUBLE TUBE CORE BARREL
'EllCEllT SHEET 18 OF 37 l#ECtwEll'r AllD II. 0. 0.
FIGURE >> I I
DEPTH f3 BORING 254 IN ~ SURFACE ELEl44TION +270 I,!_ BORING 257 DEPTH ~ BORING 258 DEPTH f3 BORING 252 FEET ~ DEPTH C IN ~ SURFACE ELEVATION +24 3 I IN ~ SURFACE ELEVATION +243 1 BLOW SYlllBOLS DESCRIPTIONS IN ~ SURFACE ELE144TION +2'51 I FEET ~ FEET ~ COUNT FEET ~ 0 IQ--=l"!l_,,,"""'""'---ir-*R*E*D*D*l*S*H*--P-RO_W_'_'J -,-L*A*,-,-. --~c-IL---,-,,.,-,*--H-PO-,--K - BLOW BLOW BLOW COUNT SYlllBOLS DESCRIPTIONS O COUNT 5YlllBOLS DESCRIPTIONS 04 ML FRCGMENTS COUNT SYlllBOLS DESCRIPTIONS 0 Ci2- ril:--9'""'1'1W-----R"'F"'n..rJ*l*s*H*--P-RD*w*r*J_C_L_A_Y_E_\_S_I,_-T_ _ _ _ __ I0 l"!l::--tml"!Mr---.,._,,R.E*D*D*1s*H*-""s"'!;i"'!o*w*N-c*LA*Y*E*Y-s*1*L*T---so*F*T-T*o-2E%-:J%
!OP OF rf1U*JSWI CK ROCK AT SHALE rjl 0 ~---.,.~----.,...--------------------
21 ~ REDCISH-PROW'J
- HARD A- 22 CLA\E\
1 SIL' "I l"!I WfA lHfRED E' I 1~ 1 , '38/E 11 ML fHENSTIFF 10 flEOOISH-PROWN WE,ATHERfD AND StLlSTONf F'lAClUPED
- Hl'3HL'-
ro l'/ 1 l"!I ML lOP OF ROCK AT ';i 1 231:-01: I 00%-23% ~RIJNSWI CK SHALF G RA,D I NG TO SANDY - VERT IC AL TOP OF RO Ck A' >JI 10 RFDD I SH-r_;jROWrJ SANDS -:-mff AT g~ 1 11 1 10 --ra,,;,;;;;,.;...1---~
'-REDD I SH-BROWN FI NE SANDY SIL TS-ONE
- HARD OUT MODERATELY FRACTURED FRACTURES FRO~~ 17 1 TO 28 1 PPLH\"3w'l'I REOCISH-R,ROWN SHfl.LE FIN[ SAND'i SJLISJOLF TOP 0
QF RUrJSWI ROCK C~ AT SHALE Gf<AOI NG LESS FRACTURFD AND l""='l-----L\3RAYISH-BROWN FINF TO MEDIUM 20 WEATHERfD R[CD I SH-RR OWN !=-"'I NE SAr-JDY SIL TS TOf\JE 95%-44% \ SANDSTONF - HARn - HARO
'-REDD I SH-F,POWN
- HARD F 1 '-E SANDY SIL f510NE 20 20 GR,ADING LESS SANDY REDD I sH-8ROwr1 s IL TY SHALE 11 f'.- LAYFR OF FROW'( SANDSTONF AT 23 1 l~RA'i SILT! FINF SANOS'O~\f - HP..PO ~Af\JOED GRA'rlSH-BROWN FINE SILTSTONE Af\D CALCAREOlS - CALCITE FILLED PARTS 30 8A!\:QEO G~AYISH-RROWN SILTY SANOST*Jf\JE 30~ ~i~~§~ s l
PfOOISH-PROWN Fl'ff SMW' SI ONf EDDI SH-PROWi' SArflY IL Ts-ONE GRADl~JG MO'<E SANDY GRA' FI ~JE SANDSTONE - ~ONCALCAREOUS 40 ,ALCAREDUS SILTSTONE G RA\ I sH-3RDWN FI No SANDS I O'JE 40- \ :~~~~~H~~=~y~~:~~~S:;~~EC SIL lSTONf 40 ,'-RE~O I Sfl-'JROWN SAND\ CALCAR!OOUS GRl1DING LESS SANDY S1LTSTOr"Jf LJCJ%-~JCl% REDDISH-BROWrJ Flrff Sl',NOY SILTSTOl"E 50
- HAPO PROW~J FI NE SANCSTONE
~o-__, FCRING COMPLETED ON 5-12-70 !-ffODISH-f<'iUWN f- 1'\JE SAf\iDT SI'- SlOf\lF TO 10 1 LENGTH CASING WATER LEVEL @ 60-~--- R~OWN I SH-GRAY SANDS TONE OF CORE POR1r\11J 3-4-70 60 _ ___...,....,....._ .....
11 C'JMPLETfO Cf'J 140-L8* HAMMER AT 30 FALL LENGTH 0 I01 RI.JN, NX DOUBLE TUBE CORE BARREL OF CORE
- AS ~"
WPE" LE*IEL (u 14'-4 11 O~c ~-11-7'.J "OR1r:'ci C:JMPLFTFD ON c;-13-70 PERCENT RI.JN, 140-u--. Hf,f>JMFR 30'! =-ALL LE'NGTH :ASlf\JG io 10' RECOVERY PERCENT l\'X OOUPLf 'l'Pf *~ORE PARRfL OF CORE WA 'ER LtVE1_ NO l MEASURFD 140-LP* YAMMER @ 30 FALL AND R.Q.D. RUN, RECOVERY f\JX DOL1PLf TUR[ PARREL PERCENT C:O~F AND R.Q.D. RECOVERY AND R.Q.D. t! BORING 255 ~~OWN ~ I f'JF ro ME6 I .Jrv1 SAf\105 mJf DEPTH ~ BORING 253 I DEPTH 4 THICK _A',ER OF PROWN SANDS'ONE IN ~ SURFACE ELE144TION +23E' I IN ~ SURFACE. ELEVATION +2('g I FEET ~ FEET ~ - MASSl,;E HARO BLOW BLOW NOTES: COUNT SYlllBOLS DESCRIPTIONS 0 COUNT___,,,,.s,,,.Y'.,.111.-'B"!!O~L!"'S""""_ _ _ _ _oE._s_c_R_l_'P_T"_o_N_s_ _ _ __ 0- CL FROWf\ SIL" Cl_A, - SOFT 2' 32 l"!I TQ
- 1. See notes on Figure 2.5-22, Sheet 1 for 81 l"!I ML REDD! SH-PROWi' CLAYfY SIL 1 ROCK AT 51 IOF CF ROCK Al 42 1 additional explanation of logs.
70%-0% REDDISH- 0 ROWf\ SMJO\ SILTSTONE 2. For locations of borings, see Figure 2.5-20. 10 REDD I SH-RR OWN
- WE/\,THE'lED SAN~Y SIL: STONE 10 --
GRADING HARD /IT 3~ 1 3. Logs prepared by Dames and Moore. I 00%-44% GRAYISH-BRO\l/N FINE TO MEDIUM SANDSTONE
':,RFCfr SHALE Ai 176 1 - THINLv REDDED,
- HARD MFDrUM HARD REDD I SH-BROWN Sl'ND' SIL TS TONE - HARD 20 3" SHALE '_AYER AT I%'
30 30 GRAYISH-PROWN SIL SANDS'ONf LAYER OF GRAY FIN' SANDS 1 0NE FROM 31~ ro 32;';' - HARD GRP.Y FI Nf SANDY SIL TS TJt\IF - l./f P'r HARD RE0015H-8ROWf\J FINE SANO'i SILTSTOr-JE 40 40 - GRAY FI '\JE TO MED I UM SANOS TOt\E RFOOISH-RROWr~ FINf SMJOY SILISTONE l'YT<-"' LIMERICK GENERATING STATION 50-...._..iiillliliil...___, BO~ING COMPLdED ON 5-11-70 50 ~OR I NG COMPU 'ED ON )-1 -70 FOR I ~3 ~OMPLETfD ON )-2S-(Q l~O-~ I0 I UNITS 1AND2 LENGTH ) 1 '_A'S I 'O gi Cl\, s I ~JG -0 LENGTH CASING TO LEVEL (a) 10 1 -rc 11 ON l'J~I Of\ 'rl Wfl.TER LF\'fl NOT Mr:ASURj:."'D LENGTH UPDATED FINAL SAFETY ANALYSIS REPORT WAfER c;-11-70 -"A'FR LE'1fL !(!) J-70 OF CORE 140-LB* H/\,MMER AT 30 FALL OF CORE 14iJ-L"* H,AM\1F:::;: ~)On FALL 140-L~* HAMMcR (a; 3n" FAI l RI.JN, NX DOUBLE TUBE CORE FARREL RUN, NX 00', PLE TURE CORE PARR EL OF CORE f\JX COLBLE TUFE CORF r::.ARh'fL RUN, ) PERCENT RECOVERY PERCENT RECOVERY PERCENT AND R.Q.D. AND R.Q.D. RECOVERY AND R.Q.D. GRAPH IC LOGS SHEET 19 OF 37 FIGURE 2.5-22
i t BORIN0 2e2 I DE/ITH BORINC9 2'59 IN MJlllWt:6 AIWTIOll +26 3 1 BORIN0 262 FEET IJEl'TH IN ~ a.1 ..TIOll +263 1 FEET alJtl .,,... YELLOW I SH-GREEN CLAYEY SILT alJW o~ SILTYCL.-.Y SILT SOFT
- STIFF
- WE ... THERED TOP OF ROCK I\ T 51 COUNT $YM<<IU 35/6" BRUNSWICK SH ... LE 100%-98%
GREEN SIL TY SH ... LE .. EOO I SH-BROWN s.-.NoY s IL TS TONE - H ... RO GRAY FI NE s.-.NDY SIL TS TONE BUT FR.-.CTURED REDDISH-BROWN SH ... LE - MEDI UM SOFT s.-.NOSTONE - H.-.Ro
.-.ND s.-.NDY :5 IL TS TONE s.-.NOS TONE - H.-.Ro I NTERLAYERED WI TH s.-.NDSTONE
- HMO
===~..:R ... Y s.-.NDSTONE REO s.-.NOY SIL TS TONE I ' REO sH.-.LE. -* NON c.-.Lc.-.REous GR.-.Y SILTY FINE s.-.NDSTONE RE 00 I SH-BROWN s.-.Nos TONE - H ... RD REDD I SH-BROWN FI NE s.-.NOY SIL TS TONE REOOI SH.BROWN FINE s.-.NDY SILTSTONE GR.-.Y FI NE TO MEDI UM SANDSTONE REOO I SH-BROWN SH ... LE BROWN SIL TY s.-.NDS TONE BORING COMl'LE TED ON 5-5-70 2DD- REDO I SH.BROWN FI NE s.-.NDY SIL TS TONE Lll#Tll
°'111111.
c.-.s1NG TO 101 10"0J-100% w.-.TER LEVEL@ 24! 1 ON 5*11-70 BORING COMPLETED ON 5-29-70 COlll )l!O*LB* H.-.MMER .-.T 30 11 F.-.LL GR ... Y SIL TY FI NE SANDSTONE c.-.s I NG TO )0 1 NX DOUBLE TUBE CORE B.-.RREL HllClllT -2JO-- w.-.TER LEVEL NOT MEASURED
""°"'"'
140-LB* HM.4MER @ '30 11 FALL
°'111111.
NX DOUBLE TUBE CORE BARREL AllO II.AO. Lll#Tll t:0/11 HllClllT
~,,.,
GRAY FI NE TO MED I UM s.-.NDSTONE AllD II.AO. GR ... Y FI NE s.-.NDY SIL TS TONE GR.-.Y Fl NE TO MEDI UM s.-.NOSTONE BORIN0 260 GR ... Y SIL TY SHALE REDO I SH-BROWN s.-.NoY s IL TS TONE llE/ITH IC: a.1 ..TIOll IN ~ +269 1
,EET BORIN0 263 DEPTH BL.-.CK CLAYEY SILT - TOP SOIL TO 1~ 1 IN NOTES:
REDDISH.BROWN CLAYEY SILT WITH ROCK FR.-.GMENlS - STIFF BROWN FI NE TO MEO I UM SANOS TONE FEET REDO I SH-BROWN FI NE s.-.NoY s IL TS TONE TOP OF ROCK AT 41 l'!!'!!!ll!llllt---4..\BRUNSWICK SH ... LE
- 1. Set notlll on Figure 2.5*22, Sheet 1 for 8,
REDDISH-BROWN SILTSTONE HIGHLY JOINTED REDD I SH.BROWN CL/\ YE Y SILT WI TH eddition81 1xplM"11tion of logs. AND WEATHERED GRAVEL FRAGMENTS 85%-42% GR ... 01 NG TO HARO ROCK ... T 1 2. For locetions of boring&, ... Fiture 2.5-20.
- 3. Logs s>rePM'ed by Demes end Moore.
BROWN SANDSTONE - HARO BROWN FINE TO MEDIUM SANO LAYER THIN BEIJDED BROWN SH.-.LE - SOFT 2 1 THICK REDD I SH.BROWN SANDY SIL TS TONE - H.-.RD TOP OF ROCK AT 7~ 1 ROWN SIL TY SANDSTONE - H.-.Ro BRUNSWICK SHALE 98%-44% REDD I SH-BROWN SANDY SIL TS TONE - H.-.RD E~a==:=3;:::GRllY FINE SANDY SILTSTONE - HARO LAYER FROM 23-24 1 BROWN FI NE SANOS TONE GREEN TH I N-BEOOED SIL TS TONE' BROWN S/\NDS I ONl - H/\RD 30 RO BROWN CALCAREOUS SH.-.LE 40 30 WHITE CALCAREOUS FRAGMENTS AT 30 1 BROWN FI NE TO MED I UM s.-.NOSTONE - H.-.Ro BROWN FI NE SANDY SIL TS TONE - H.-.Ro FI NE s.-.NDSTONr RED CALCAREOUS FINE SILTSTONE 50- BORING CASI NG COMt'L ':TED ON 5-4-70 TO g I 40 - Lll#Tll
°'111111.
WATER LEVEL@ 20 1 ON 5-11-70 140-LB* H.-."""1ER @ 30 11 F ... LL LIMERICK GENERATING STATION t:Olll NX DOUBLE TUBE CORE BARREL Lll#Tll
"'CO/IE BROWN CAL Cl\REOUS SANDSTONE UNITS 1AND2 HllCl/11. 111111. 50 - - . . -........... UPDATED FINAL SAFETY ANALYSIS REPORT
""'1WIW ~lllClllT BORING COMPLETED ON 5-14-70 AllO II.AO. Lll#Tll CASING TO 10 1 llR:OWIW "'t:0/11 WATER LEVEL NOT MEASURED AlllJ II.Cl .. 111111. 140-LB* Hl\~ER@ 30" FALL NX DOUBLE TUBE CORE BARREL
~EllClllT HCOWIW GRAPHIC LOGS AND II.AO. SHEET 20 OF 37 FIGURE,. . .
BORING 275 DEPTH 13 BORING 271 DEPTH 13 IN ~ SURFACE ELEIMTION +202 I IN ~ SURFACE ELEVATION +220 r FEET ~ FEET ~ BLOW DEPTH 13 BORING 273 BLOW O COUNT SY/tl80LS DESCRIPTIONS 0 COUNT
~-
SYMBOLS DESCRIPTIONS IN ~ SURFACE ELEIMTION +207 1 REDDISH-BROWN CLAYEY SILT WITH ROCK 14
- REDD I SH-BROWN CLAYEY SILT WI TH FEET ~ 21 5C::
l"I l"I FRAGMENTS ORGANIC MATTER - TOPSOIL BORING 270 BLOW DEPTH 12 GRAD I NG WI TH ROCK FRAGMENTS COUNT SYltlBOLS DESCRIPTIONS E~ 1
~
TOP OF ROCK@ 0 c:r TOP OF ROCK AT APPROX* 41 IN SURFACE ELEVATION + 11: I RRUNSWI CK SHALE REDDISH-BROWN CLAYEY SILT WI TH ROCK RRUNSWI CK SHA~E FEET ~ 10 REDD I SH-BROWN SIL TS TONE - HIGHLY 44
- FRAGMENTS REDDISH-BROWN SLIGHTLY SANDY SILTSTONE TO 8 1
----c*,
WEATHERED A'JD BROKEN FRACTURED, PARTLY DECOMPOSED, TOP OF ROCK AT 31 BLOW BADLY WEA THE RED TO 22 1 SLIGHTLY WEATHERED TO 11~ 1 COUNT SYMBOLS DCSCRIPTIONS BRUNSWICK SHALE GRAD I NG VERY SANDY 0 -, ""!'!'!'l'.-M-L***G"""P----,f-'*-*--u*v-,*,. i*L-*,,*1*H_ __ REDDISH-BROWN WEATHERED AND SIL TS TONE FRACTURED TO 16 1 20 GRADING LESS SANDY 20 CiRAOI NG WI TH l ESS SANO (F 0 -< GRAD I NG HARDER AND LESS FRACTURED
'.:;,H/
I if--J- I l o* r--rr ,f-'
,,, 20 1
n I [::1 \ h,[ l 0 GRADING WITH MORE FINE-GRAINED SAND 30
- r. I"
~J ,_- I r
"' ~
RADL Y WEATHERfD, FRACTURED, 1 DECOMPOSED AND POROUS FROM )0 TO 33' 20 30 GRAD I NG SANDY Sf(Cl~WfR"
'IDDINJ WEf*-:-HfRING PLf\NF JOll\TS
,~t'JO OCCASIONAL 40 PARTLY WEATHERED, HIGHLY FRACTURED 40 FROM 40 1 TO 50 1 I OO%-E:3%
ElADLY FRACTURED FROM ?8~1 TO ;g~i 30 ~- 50 ----i.._... . . ._ ... BORING COMPLETED ON 3-12-70 50 GRADING SANDY
'10RI NG COMPLFTED ON 3-24-70 I 00%-40%
CA s I NG I0I LENGTH T0 CA S I NG TO I Q 1 WATER LEVEL @ BORING COMPLEffD ON 3-2')-70 OF CORE 11 WATER LEVEL @ 40 RUN, 300-LB* HAMMER@ 24 FALL 50-- ?00-LB* HAMMER@ 24 11
>ALL CASING TO 10 1 NX DOUBLE TUBE CORE BARREL r\X OOU8LE TL1RF rORf 60-- WATER LEVEL @
11 PERCENT
~A~RfL 140-LB* HAMMER @ 30 FALL LENGTH LENGTH RECOVERY OF CORE NX DOUBLE TUBE CORE B,ARREL ANO R.Q.D. OF CORE RUN, 50 PERCENT RIJN, PERCENT RECOVERY RECOVERY AND R.(J.D. AND R.O.D.
60 BORING 274 DEPTH f: BORING 272 DEPTH ~ 70- SURFACE ELEIMTION +228 1 JN ~ SURFACE ELEVATION +217' IN FEET '
~
FEET (A BLOW BLOW DESCRIPTIONS COUNT SY/tlBOLS DCSCRIPTIONS COUNT SYltlBOLS 80 04E:- l"I REDDISH-BROWN FINE TO MEDIUM SANDY 0 ~-. REDDISH-BROWN ~'LAYEY Sill WITH ROC.K ML l'RAGIVENTS NOTES: AND CLAYEY SILT GRAD I NG WI TH ROCK FRAGMENTS TOP OF ROC-( Al S*' TOP OF ROCK AT 5 1 BRL NSW! CK SH/\LE 1 REDO I SH-8ROWN SIL TS TONE-HI GHL 'r 8RL'NSWI CK SHALE 1. See notes on Figure 2.5-22, Sheet 1 for 10 REDDISH-BROWN SILTSTONE - WfATHERf'D WEATHERED AND FRACTUREC TO ?5 1 AND FRACTURED TO 10 1 additional explanation of logs. 1 1 IOO%-?C% VERTICAL FRACTURE FROM 7 10 10.3 GRAYISH-BROWN SIL TY FINE TO MEDIUM 2. For locations of borings, see Figure 2.5-20. 100 '.iRADI NG WI TH LESS ScC,ONDAR 20 SAi,DSTONE REDD I SH-BROWN
- VER'r HARD SIL TS TONE - HARD 20 3. Logs prepared by Dames and Moore.
WEATHERlr-.G ANO FRACTURll% GRAYISH-BROWN SILTY FINE TO MEDILIM SANDSTONE - VERY HARD I OO%-"JO% GRAOI NG _ESS WfATHEREO Ar<-.:O ~l~AC IURED 1 VERTICAL OPEN FRACTURES rROM 22-5 1 TO 23 1 , 2). ) 1 TO 24.5 1 , 25.5 30 - TO 110 2s. 5' REDD I SH-6 ROWN SILTS TONF - HARD GRAY FI NE TO MEDI UM SA,NDSTONE - VER\ HARD GRAD I NG TO FI NE TO COARSE SANDS TOl<E 120 - HIGH ANGLE FRAC:TIJRES FROM ?'::.ST TO Wt-hl~t--HEO A~*-'n HIGH_" FRACTl!RED FROM
)5,gi AND 3g,5i TO 40.0 1 41 ~I ':J 4) I REDDISH-BROWN SHllLEY SILTSTONE - HARO
- iRAY FI NE TO COARSE SANDSTONE - HARD 130 POR' NG COMPLETED 0~, )-20-70 BORING COMPLETED ON rp.51r--JG TJ 1,Jl 50- CASING TO 5 1
LENGTH WP. 'f- R L~')FL (aJ Cr"J WATER LEVEL @ ON LIMERICK GENERATING STATION OF CORE 11 LENGTH )00-LB* HAMMER@ )0 11 FALL BORING (~CJMPLETEO ON ~-2lr/CJ 30()-L P
- HAMMFP 1'5: 24 FALL OF CORE c,c.,5 I NG TO 51 RUN, NY ocur*L' TU8E CO~E PPPRFL NX DOUBLE TUBE CORE BARREL WATCP LEVfL (G' OfJ UNITS 1ANO2 RIJN, PERCENT PERCENT 60-- )Q(l-Lp,.
iJX OOUf.Lf HAMMEP @ 24" TL'PE ~ORf FALL PflRREL UPDATED FINAL SAFETY ANALYSIS REPORT RECOVERY LENGTH AND R.Q.D. RECOVERY ANO R.O.D. OF CORE RUN, PERCENT RECOVERY GRAPHIC LOGS ANO R.O.D. SHEET 21OF37 FIGURE 2.5-22
r: BORING 278 /IEl'TH C 90,.ING 284 BORIN8 288 I $.,.,... DEPrH IN FEEr
~ AIWfTIOll +240' JIEr
&OW I . . . . . - AIWfTIOll +21 O' DEPTH IN FEEr i
O COUNT 6'f'M<<JL.,_..6..-ii,_.~--~---'IC/f.-*P*T.*'/Q*W6---- BORIN8 278 REDD 1 SH.BROWN CLAYEY SILT /IEl'TH CLAYEY SILT WI TH ROCK
!!IPIOWN CLAYEY SILT WI TH SOM£ ClllAV[L IN GRADING WITH MORE ROCK FRAGMENTS
- FI LL FEEr TOP OF ROCK AT 6 1 TOP OF ROCK@ 6 1 BRUNSWICK SHALE BROWN SIL TY SANO BRUNSWICK SHALE BRUN SW I CK SHALE RE DD I SH-BROWN FI NE SANDY SIL TS TONE REDD I SH.BROWN SANDY SIL TSTON[
REDD I SH-BROWN SANDY SIL TS TONE 11
- FRACTURED
- .f>"l9<<* *#lllllT'IOIM WEATHERED AND FRACTURED TO lg 15 0 ~. ...,.~'!"'!"""!""~""!!'!'1111!!11!1!""'!!'!'!!"!"!!'!~----
llROWN CLAYEY SILT TO,..SOIL LAYERS OF DECOMPOSED ROCK FROM GRAD I NCl LESS FRACTURED 14 1 *15 1 AND 16 1 *171 BROWN FINE TO MEDI UM SANDSTONE REDO I SH911ROWN CLAYEY SI l T WI TH ROCK FRAGMIENTS TOf' OF ROCK AT 6 1 GF!AOING LESS WEATHEAEO ANO 10 REDDISH-BROWN FINE SANDY SILTSTONE BROWN FINE TO MEDIUM SANDSTONE FRACTURED GRAYISH-BROWN FINE TD MEDIUM SANDSTONE BRUNSWICK SHALE REDDISH-BROWN FINE SANDY SILTSTONE 30 DEGREE SL I CK!::NS I DES AT 23 1 REDO I SH.BROllWN SLIGHTLY SANDY SIL TS TONE GRAD I NG TO VERY SANDY BADLY WEATHERED TO 8 1 REDDISH.BROWN FINE SANDY SILTSTONE GRACING MORE C~ETENT AT 8 1 BORING COMP LE TEO ON 3*30*70 CASING TO 10 1 REDD I SH.BROllWN FINE-GRAINED SANDSTONE REODISH.BROllWN SILTSTONE - MASSIVE LE/#1'11 WATER LEVEL @ ANO HARD °'COM 300-LB* HAMMER@ 24 11 FALL 111111. NX DOUBLE TUBE CORE BARREL GRAY I SH-BROWN FI NE TO MEDI UM SANDSTONE
,.EllCEllT Mt:OWIW REDO I SH.BROWN FI NE SANDY SI'- TS TONE AlllJ ,., 0. 0.
GRAY I SH.BROWN FI NE TO MEDI UM .SANDSTONE BORING COMPLETED ON 6*12*70 CASI NG TO A DEPTH OF 3 1 GRADING LESS SANDY WATER LEVEL NOT RECORDED 11 140-LB* HAMMER@ '3() FALL REDD I SH.BROWN FI NE SANDY SIL TS TONE NX DOUBLE TUBE CORE BARREL
*=
BROWN FI NE TO MED I UM SANOS TONE BORING 279 I DEPrH IN LEl#TN BORING COMPLETED ON 6*2*70 CASI NG TO 51 FEEr tN CO/IE WATER LEVEL NOT MEASURED 11 140-LB* HAMMER @ 30 FALL 111111, NX DOUBLE TUBE CORE BARREL
,.EllCEllT *o-- llECWEIW L W u,,.,.,,
BORING COMP LE TEO ON 3*26*70 CASING TO g1 DECOMPOSED SIL TS TONE TOP OF ROCi( AT 31 FP~GMFNTS AllD II. 0. D. WATER LEVEL Ci BRUNSWICK SHALE 300-LB* HAMMER Ci 24 11
#COM FALL REDDISH.BROWN SANDY SILTSTONE 111111.
N)( DOUBLE TUBE CORE BARREL IO WEATHERED ANO HIGHLY FRACTURED 11 TO 17 1 6
,.EllCEllT Mt:OIWIW GRADING LESS FRACTURED AlllJ II. 0. D.
BORING 28!S I
=
GRADING LESS SANDY DEPrH IN MJlltl'M:6 AIWfTIOll + I 66
- 60 I GRAD I NG MORE SANDY FEEr NOTES:
BORING 277 DEPTH IN FEET i Mllll'llCE AIWfTIOll +244' 40-SOR I NG COMPLETED ON 3*27*70 CASI NG TO 31 WATER LEVEL@ ON BRUNSWICK SHALE
- 1. SM notes on Figure 2.5-22, S...t 1 for additional 1xplW11tion of I091.
°'111111, 11 LEl#TN 300-LB* HAMMER@ 24 FALL REDO I SH.BROWN FI NE SANDY SIL TS TONE
- 2. For locations of borings, ... Figure 2.5-20.
N)( DOUBLE TUBE CORE BARREL MODERATELY FRACTURED REDDISH BR WN CLAYEY SILT WITH ROCK FRAGMENTS COllE BROWN SIL TY FI NE SANDSTONE 3. Logs preperld by Demes end Moore.
.. SLIGHTLY FRACTURED TOP OF ROCK AT 41
,.EllCEllT BRUNSWICK SHALE ""'1WIW GRAD I NG REDD I SH.BROWN REDD I SH-BROWN SANDSTONE*H I GHL Y AMO II. 0. 0.
FRACTURED TO 20 1 RE DO I SH";BROWN FI NE SANDY SIL TS TONE REDO I SH.BROWN SIL TS TONE GRADING TO GREEN SILTSTONE AT 30 1 10 RED'tl I SH-BROWN SANDS TONE REDDISH.BROWN SILTSTONE-SclGHTLY WEATHERED WI TH MODERATE FRACTURING BORIN8 281 DEPTH 40 30-BORING COMPLETED ON 3*27-70 CASING TO 101 IN BORING COMPLETED ON 6-16-70 LEll#1'11 WATER LEVEL @ 300-LB* HAMMER @ 24 ON 11 FALL FEET CASING TO A DEPTH OF 6 1 WATER LEVEL NOT RECORDED LIMERICK GENERATING STATION
°'COM NX DOUBLE TUBE CORE BARREL 140-LB* HAMMER AT 30 11 FALL UNITS 1AND2 111111. 60-- NX DOUBLE TUBE CORE BARREL ,-,llCEllT 0- CLAYEY SILT T ACES OF PEAT UPDATED FINAL SAFETY ANALYSIS REPORT Mt:OIWIW SILTY CLAY* HARD LEl#TN AlllJ 11.0.D. SIL TY CLAY *HARD 0, CO/IE IHlll.
10-- WATER LEVEL NOT MEASURED ,.EllCEllT MCOWIW GRAPHIC LOGS} AllD II. 0. D. SHEET 22 OF 37 FIGUREa.1-3'
,~~~~~~~~~~~~~~~~~~~~----~)GO~~~~~~~~~~~~~--- B OR 1NG 300 - LOG OF TEST WELL DEPTH BORING 301 - LOG OF TEST WELL BORING 289 JN SURFACE ELEVATION-230'+/- DEPTH BORING 287 DEPTH ~ IN SURFACE ELEVATION +2 4 I ! FEET I DEPTH JN ~ SURFACE ELEVATION +20'3' FEET IN SURFACE ELEVATION + IM . 46 I FEET ~ SYMBOLS DESCRJPTlONS FEET SYMBOLS DESCRIPTIONS BLOW RFD "LAVF\, SILT Ar'~O ROr:K =-RAGMOJ1S 0 - -- ----r~%1"~:"':'"-T"""'IR'l'!E"!Dl""'i'c'!'L~A"i:'v!"r~y~lr"l'L"'IT~A~J~D~O~c"'IK~F!l'l!R!"l!A""'"""!!'Ts-- BLOW COUNT SYMBOLS DESCRIPTIONS CL COUNT SYMBOLS DESCRIPTIONS 0 - m'l~--..,....~~~~---------- RE DC' I sH-~ >=<OWL.1 s 1 L 's 1 or'>Jt
~ f OD I sH-r~ow~1 s 1L Tc;~or--.iF 0
- rr 1 n1~,H-RPOW~. ,~LA'*F' ':i -
-----e~-.....,--------,---
PRllNSWI *:K S.,ALE
~FOO 1 SH-r<ROWN F \JL SAl'JO'l S 11 S 10f"f
- llARC .AT 21 CJP F'[lr " A1 30~-
r srPLf 10 --- l*f-' sw1r-< Fl\E SAND3'0N[ SIL 'S 10 REDDISH-RROWN 'HIN r;FDDED SILTSlONE I Sf i-r f'0Wr'-J Ot*J~ 1 ~O\'v'f' l~F o r1.M-0111rvi 'JArJDS'~)r\JF GRAYISH-BROW~J llNE 10 l/cDIUM SANDSTONE E'A\JOEO GRAYISH-RFD SILTSTONE W* GPA[) I 60-- F--1 sAr *os ~or 20 1 H f*'fDDIS>--1-*h:QWf~ 1 r-~ SLICKENSICES H~HrJ GRAV f- INF 1 C MFrJIU~ SANDSlONf - HARD s IL Ts T 0".'l REDD I sH-PROWN F. I ~ff S/!d\JO' s l Lr s *.J~J[
- HARD 120--
40 ---+-E*":*::*::"I li'"'""4--~ REDDISH-BROWN Fl'E 3Ar.:o* SIL'SlONF
- HARD *..-ED SAr<DS IO~Jf-RED SANDS TQf'J!::
50-~*liiioiii..__.... RORlr-.G COMPLE.ED O~J E:-1 i-';0 5 0 --&..l--OI..--' "'0Rl~,G COMPLFl[Q ON ~-,-70 REDO I SH-8ROW'J SIL TSTO~E t: 2 I
- ASING '0AOEP'H0Fg1 WATLR LEVE1_ NOT ,,E, OROEr, LENGrH I As I f\JG WA If_ h:
I0 l.F\'Fl_ NOT LEN~TH OF CORE 180-- M~-ASllklC 180-- SAfWS TONE AQU I 'ER I 4Q-u: * )f'" OF CO/IE zo~'E 140-LP* HAMMCR A )0 FALL HA"'1MER (ciJ 0 ALL NX DOU~LE TUPF CORF cARREL RUN, l"X DOL*l'LF ll PE CORE f'ARRFL r::~A" 11 RfD ZONF
/tUN, PERCENT l'ERCENr RECOVERY RC:DD I SH-BROW" SIL TS TONE ltECOVERY ANO R.Q.D. 210-AND R.Q.O. 210 240- FRACTURE ZONES 240 REDCISfrcROW'J SIL 'STO'JE BORING 290 DEPrH ~ BORING 288 DEPrH ~ 270 270--
IN ~ SUHFACE ELEVATION +I 71
- 2CJ 1 IN ~ SURFACE ELEVATION +2'-31 I FEET ~ FEET ~
BLOW BLOW SYltlBOLS DESCRIPTIONS COUNT SYMBOLS DESCRIPTIONS 300---- O COUN~ O .....------------------ 46 ~1irm1T'_M_L_T'_H_c_D_D_IS*,H*_*P*R*D*W*N-1**-LA*Y*E*Y-S*l*I*T--WIT*H-R*O*C*K- z.-)1- l"l'trnmmr----...,.~~~~ GRAY SH-Rh'UW'\J 1 CLAYE'- SILT
. .------I.
Gf~ADING t*R8Wf\JI SH-'1fLLOW F RAGMEN TS roP or:: ROrK AT 4~ 1 E3RUNSWI CK SHAL[
\PRU~SWI 1'K SHAL:
NOTES: p;*DDISH-PROWN FINF SANDY SILTSTONE HIGHL< WEATHEf<ED - HAHD Af 3~1 10 - ~~:~~:~~ ; 11~~~ ~:~~~T~~~ TS TONE - HARD Rf DD I sH-9fWWN s IL n ,- I NE SANDSTONE
- FRAI TURED GRA'rlSH-F'.ROWr\ SANDY SILISTONE 1. See notes on Figure 2.5-22, Sheet 1 for
- FI ~Jr=- AND HIGHLY FHAC: l l_:RED RFOD I SH-BROWN FI NE SANDY SIL TS TONE
- SLIGHT_Y FRAfTU~~~D BORING 302 additional explanation of logs.
20 REODISH-RROWN ;:-INE SANDT SIL Sl0NE DEPrH 1 lffDDISH-BROWN SILT' FINE TO MEDIUM
$1JWFACE 81 . .TIO# +JQ5.31;1:
- 2. For locations of borings, see Figure 2.5-20.
SANDSTONE - HARD IN RIVER BOTTOM - TRAC:FS OF SHAL 'r ZONES FEEr 3. Logs prepared by Dames and Moore.
&OW F0 EDDISH-BROWN FINE SANDY SILTSTONE 30 --- O COtlNT SYltlaOLS 30 - HARD WA TEP 23
- RI VER ROT TOM REDDI SH-"ROWN SIL TY SMfDY GRAVEL 40 - PPOWf\J SIL r1 F 1 '\JE SANDS TCr"JE - VERT HARD
-op OF ROCK @: '3' *:-*ELOW RI 1JEr( P:J~ TOM
'l[DD I SI 1-BfWW~J F l\E SANDY SIL' S TO~E r::.RL:f\;~WI CK SHALE
- HARD R'.::":DD I SH-;::;i,ROWI\ $,A,l\Q'i SILTS TON~
WEATHEREC TO 17 1 B 0 LOW RIVER BOTTOM 50 "0'11NG COMPLETED ON C.:-10-70 50---*- cASING 10 A DEPTH OF 10 1 PORl~~G COMPLETED ON S-17-70 LENGTH V,ATER UVE_ NOT REC'OROFD LENGrH CAS lrJ~ *o )I 30" OF CORE 14IJ-LP* HAMl/ER AT FALL WATER I FVEL NOT MEASURED OF CORE NX OOUL'L E l UPF CORE 140-L[1. HAMMER@')()" FALL RUN, PA~REL. RUN, NX DOLBLE TUBE CORE B.ARRE_ LIMERICK GENERATING STATION PERCENr PERCENr 15 UNITS 1AND2 RECOVERY RECOVERY AND R.Q.O. ANO R.Q.D. UPDATED FINAL SAFETY ANALYSIS REPORT 20 GORING COMPLETED Gr-: /:J-6-70 CASING USED 10 A or:PTH or ') 1 RCLOW LENGrH RIVER POTTOM OF CORE )00-LB* HMIMCR (ciJ 211 11 rALL GRAPHIC LOGS RUN, ~JX DOUBLE TUBE CO~'* BA~REL PERCENr SHEET 23 OF 37 RECOVERY AND R.Q.O. FIGURE 2.5-22
I llORINe 309
- I '"
90RIN8 303 OE"11 . . . . . ..-.121.s* llORINe 308
......-RIVE~ !!OTTOM * +105.'3 1 * 'EET ..... ..._+141.7' n1r
- fl I 0 _'3_1_* TOPSOIL REDD I SH-BROWN SANDY SILT WI TH ROCK FRAGMENTS LARGE FRAGMENT OF ROCK @ 2 1 TD 5' TO COARSE SIL TY BRUN SW I CK SHALE SAND WI TH GRAVEL LIGHT GRAY FINF GR ... INED SANDSTONE WEATHERED TO 81 ll0"8N8 307
. . . . . ..-+141.9 1 11 GRAD I NG TO REDD I SH.BROWN SANLJ',
TOP OF ROCK@ 7 1 9 BELOW RIVER BOTTOM s 1L rs TOl\IE @ I 0' BRUNSWICK SHALE REDD I SH.BROWN SIL TS TONE WEATHERED ANl"I FRACTURED TO 12i 1 BELOW RI VER BOTTOM 11 TOP OF ROCK @ IS 1 I 1 SILT CIRADING GRAYISH.BROWN 0 15 1 BELOW BRUNSWICK SHALE 1 REDD! SH-BROWN SANDY SIL TSlONE SAND GRADING OUT@ 17 RI VER BOTTOM AND MORE SANDY WEATHERED TO 19! 1 BRUNSWICK SHALE GRADING WI TH LESS Sit.ND@ 19t' REDD I SH-BROWN SANDY SIL TS TONE BECOMING REDD I SH.BROWN SIL TSTDNE WEATHERED TO St 1 , VERY FRACTURED WI lH CALCAREOUS INCLUSIONS AND TO 4i 1 HAIRLINE Cit.LC! TE BEDDING FILLINGS* 1 BECOMING SLIGHTLY SANDY@ 21t BECOMING LESS SANDY@ 25' BORING COMP LE TEO ON 9-21-70 1 I 0-S-70 CASI NG USED TO A DEPTH OF 16 BORING COMPLETED ON CASI NG USED TO A DEPTH OF 9 I BELOW WATER LEVEL @ 6 1 ON 9-22-70 11 RIVER BOTTOM '300-LB
- HAMMER @ 24 FALL "JX DOUBLE TUBE CORE BARREL
'3QO-LB* HAMMER@ 24 11 FALL l.l*rN l!IOMNe 3oe
. , CO<< ___. . . . . . +140.1 1 VERY FRACTURED @ 21 J TO 22 1 100%/80%
** VERY FRACTURED @ 4~ 1 TO 41t' REDD! SH-BROWN SANDY SILT VERY SANDY @ 43i' TO 44 1 TOP OF ROCK @ 51 VUGGY AND WEATHERED@ 29 1 TO 29" 1 BRUNSWICK SHALE BORIN8 304 REDDISH-BROWN FINE GRAINED SANDSTONE
~I wI TH SANDY s IL *rs TONE WEA THEREO 1
. . . . . . . . . . . +2'3.9' TO 27 SANOS TONE GRAD I NG MORE C:JARSE, BORING COMPLETED ON 10-2-70 034. SLIGHTLY Pl TTEO, MORE WEATHERED CASI NG USED TO A OEP TH OF 2 1 °3 WATER LEVEL@ 26 1 7 11 ON 10-5-70 11 11 3()0-LB. HAMMER @ 24 FALL NX DOUBLE TUBE CORE BARREL WEATHERED, BROKEN ANO DECOMPOSED 19 1 TO 27 1 NOTES:
ML GRAD I NG WI TH LESS SAND 1. See notes on Figure 2.5-22, Sheet 1 for IO .cktition1I expl1n1tion of logs. REDD I SH-BROWN SANDY SIL TS TONE
- 2. For loe11tions of borings, see Fiture 2.5-20.
88%/14% BORING COMPLETED ON CASI NG USED TO A DEPTH OF 10-1-70 5': 1 3. Logs prepered by Dimes Ind Moore. 11 11 WATER LEVEL@ 12 14 ON 10-1-70 TOP OF ROCK @ 16' °3 11 300-LB* HAMMER @ 24 FALL BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL *s TONE 81%/0% LE*TN NX ODUBLE TUBE CORE BARREL WEATHERED TD 22 1 O' COllE IHJl!I. BE COM I NG HARD @ °35 1
~EllCEllT llEr:tWEIW AlllJ II. 0. 0.
n 100%/47% LIMERICK GENERATING STATION UNITS 1ANO2 BORING COMPLETED ON 9-22-70 UPDATED FINAL SAFETY ANALYSIS REPORT MJ- CASING TO 16 1 °3 11 11 GRADING WI TH MORE SAND@ 4S 1 WATER LEVEL @ 4 I 4 ON 9-22-70 LE/1#1'# '300-LB* HAMMER @ 24 11 FllLL
°'CO<< NX OOUBL E TUBE CO'<E BARREL 100%/0%
111111. 100%/61% GRit.DING WI TH LESS SAND @ 49" 1 H<<llltr _;._ SOR I NG COMPLETED ON 9-25-70
&.alGTH OF CORE CASI ~G USED TO A DEPTH OF St' WATER LEVEL NOT RECdRDEO MIN, NM:l*T '300-LB* HAMMER@ 24 11 Fit.LL MCOVaRV AND R.O.D. NX OOUBL E TUBE CORE BARREL FIGURE U.
I I i .......... 90RIN8 30Q 190"9N8 311 ISORINe 310 190"9N8 M-3
. . . . . . . . . +184.2 1 REDD I SH.BROWN SANDY SILT i .......... +140.4 1
.......... +l.41.7' DE,.TH
/#
FEET
+251.0 1 FI LL
- GRAD I NG WI TH ROCK FRAGMENTS GRADES TO SANDY SILT WI TH AOC K REDD I SH.BROWN CLAYEY SILT WI TH ROCK FRAGMENTS AND OCCASIONAL CINDERS e6
- ML FRAGMENIS - STIFF TOP OF ROCK@ 4 1 BRLNSWI CK SHALE REDDISH-BROWN SILTS'DNE - HIGHLY WEATHERED TOP OF ROCK@ 10 1 BRUN SW I CK SHALE IO /0 TOP OF ROCK @ 9i I BRUNSWICK SHALE /()
GRADING HARDER AT 6~1 BUT HIGHLY FRACTURED REDD I SH-BROWN SANDY SIL TS TONE FRACTURED, 10 1 TO 15 1 GRADING LESS FRAC'URED WEATHERED TO 24 1
-6" REDD! SH-BROWN SANDY SILT WI TH ROCK REDDISH-BROWN SANDY SILTSTONE I 00%-22%
FRAGMENTS WEATHERED TO 17 1 VERY FRACTURED, 101 TO (51 II DOR I NG COMP LE TED ON 4*28*70 CASINGT04 1 WATER LEVEL NOT ENCOUNTERED 140<s. HAMMER @ 30" FALL TOP OF ROCK ft 18i 1 BRUNSWICK SHALE REDD I SH.BROWN SANDY SILTSTONE 94%/26% SLIGHTLY WEATHERED TO 22 1
- VERY FRACTURED TO 21 1
.......... +250.8 1 GRADING MORE MASSIVE VUGGY@ °31 1 TO °31i 1 , WEATHERED CALCACEOUS INCLUSIONS Fl NE.GRAINED SANDSTONE AT °32 1 TO 371 CLAYEY SILT WI TH ROCK FRAGMENTS - FI RM TO ST I FF TOP OF ROCK@ 21 GRAD I NG TO REDD I SH.GRAY FINE-GRAINED SANDSTONE @ 35i 1 BADLY PITTED AND WEATHERED @ °36 1 *37 1 BRUNSWICK SHALE REDD! SH-BROWN SANDY SIL TS TONE REDD I SH.BROWN SIL TS TONE WI TH :JOME SLIGHTLY WEATHERED AND HIGHLY FINE.GRAINED SANDSTONE@ 391 FRACTURED GRADING GRAYISH-BROWN@ 39 1 GRADING LESS FRACTURED TO HARD
/() SIL TS TONE GRADING BLUI 'SH-GRAY AND MCRE SANDY GRAD I NG TO DARK REDD I SH-BROWN @ 42 1 @ 42 1 I 00%-57%
GRAD I NG TO REDD I SH-BROWN FI NE.GR A I NED SANDS TONE @ 42 1 100%/80% 46 GRAD I NG TO REDD I SH-BROWN SIL TS TONE BORING COMPLETED ON 4*C1*70 CASING TO 2 1 GRAD I NG -,-0 REDD I SH.BROWN SIL TS TONE WI TH CALCITE STRINGERS@ 46 1 WA TEA LEVEL NOT ENCOUNTERED
@ 47 1 11 VERY FRACTURED @ 47t 1 TO 49i 1 140-LB* HAMMER@ 30 FALL BORING COMPLETED ON 9*29-70 BOAi NG COMPLETED ON 10-6*70 CASI NG USED TO A DEPTH OF 18t 1 TO A DEPTH OF 9 1 LEl#TN WATER LEVEL @ I 2t 1 ON 9*30*70 CASING USED OF COlrc 300-LB HAMMER @ 24 11 FALL LEl#rN WATER LEVEL ct '7f 1 ON 10-6*70 GRAD I NG WI TH SOME FI NE SAND @ 55 1 OF COllC 300-LB* HAMMER ct 24 11 FALL 111111. NX DOUBLE TUBE CORE BARREL
,.EllCEllT 111111.
,.EltCEllr
*CORE LOSS DUE TO GR I ND I NQ OF ROCK NOTES:
MCtWEIW A/llO It. 0. 0. 11£t:(WE/W GRAY! SH-BROWN SANDSTONE FROM 60 1 -661 AND 11.0.0. 1 . SH notes on Fi.,,. 2.5-22, Sheet 1 for addition*I 1xplM*tion of logs. i 2. For locations of borinfl, . . F.,,. 2.5-20. BORINC!I M-1 ISOftlNe M-2 3. Logs prepered by Dames and Ml'Cn. GRAD I NG
@ 66 1 TO REDD I SH.BROWN SIL TS TONE DE,.TH IN +249.8 1 BECOMING SANDY SILTSTONE@ 68i 1 FEET ---~
0 t:OfJllT .......
~.*..,._ _ _ _ _ _ _ _ _ _ _
BLACK CLAYEY SILT
- SOFT GRAVEL
- TOPSOIL
!3 REDDISH.BROWN CLAYEY SILT WITH ROCK REDDISH.BROWN SILTY CLAY - FIRM FRAGMENTS* FIRM EO REDDISH-BROWN CLAYEY SILT WITH ROCK TOP OF ROCK @ 41 FRA3MENTS - VERY FI RM BRUNSWICK SHALE 1
TOP OF HIGHLY WEATHERED ROCK AT 5 REDD I SH.BROWN SANDY SIL TS TONE - HARD BRUNSWICK SHALE - INFREQUENT HEALED FRACTURES 75%-40% '<EDD I SH.BROWN S 1 *-TS TONE - HIGHLY WEATHERED LIMERICK GENERATING STATION
/0 TOP OF HARD ROCK AT 5~ 1 MODERATELY FRACTURED IO UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT I 00%-72%
BORING COMPLETED ON 10-8*70 II BORING COMPLETED ON 4*29*70 HOR I NG COMPI FTFn ON 4*28*70
°'. 1lflll.
CASI NG USED TO A OEP TH OF ( 4 1 LEl#rH CASING To4 1 LEWrH CASI NG TO 51 WATER LEVEL NOT RECORDED 11 OF CO/IE WATER LEVEL NOT ENCOUNTERED t:OllC WATER LEVEL NOT ENCOUNTERED
. . .llCLilll*
300-LB* HAMMER@ 24 FALL 11 11 140-LB* HAMMER@ 30 FALL 140-LB* HAMMER @ 30 FALL NX DOUBLE TUBE CORE BllRREL
,.EltCEllr ~llCEllT SHEET 25 OF 37 llECOVCIW ""'1f!EIW AND 11.0.0. Miii ,,.* 0. FIGURE
BORINe -402
....... . , . . , . +179 1 STATION: N 6Cli9 BORING 502 E 4072 DEPTH ~FllCE ELEVATION 280' IN FEET OESC!WP'f/ON o..,-~---,r:r.r:r:r.r:.-~~~~~~~~~~~
BORINe 400 BRUNSWI Cl<: SHALE REDO I SH-BROWN MED I UM BEDDED TO MASS I VE 0.0 - 5.0 SIL TY SA"O, BROWN, _ _ _ . . . . . *160.91 SILTSTONE FIRl1, wlT!rROCK FRAGIUTS. STATION:
- 5. O - 20. 5 SAtlDSTONE, BR<MI, WT'l'!rWE INTERBEDS OF SILTSTONE.
FRACTURED FRGM 81 TO 91 1 1~ 1
!RUNSWICK SHALE RED THICK BEDDED SILTSTONE 10 90 THIN CLAY SEAM (j 131 (60 DEGREE FRACTURE)
REDD I SH-BROWN FINE-GRAINED MASS I VE BECOMING MEDIUM BEDDED SANDSTONE
/$ SOFT ZONE FROM i" CLAY SEAM 30 15' to 18' REDDISH-eROWN FINE-GRAINED MASSIVE SANDSTO'NE TH IN CLAY SEAM (60 DEGREE FRACTURE)
SOME CLAY IN JO I NTS REDDISH-BROWN MEDIUM TO THICK BEDDED SIL TS TONE loo mrnnnn THIN CLAY SEAM PERCENT BvRING COt1PLETEO B-20-71 CQIE THIN CLAY SEAM RECOVERY .,_ BORING COMPLETED ON 2-25*71 LEINTll 0, COllE BORING COMPLETED ON 3*1*71 Ll/#111 lfll/I/,
"'CO/fl 'EllCEllT f!Ull, Ht:OVEIW AllD If. eo.
""°"",,,,
'EllCEllT AllO 11.eO.
BORINe -401 BORING 501 t:EPTH SURFACE ELE-.T'ION 280'
....... .,..,.+174 1 IN FEET DESCRIPTION STATION: N 6013 o~~-..,.,...,..,.,...,..r-~~~~~~~~~~~~
E ~2 0.0 - 5.0 SILTY SANO, B~OWN, NOTES: FIP.11, WITH ROCK FRAGMENTS. THIN TO MEDIUM BEDDED REDDISH-BROWN 5.0 - 26.0 SANDSTONE, BROWN, 1. Set notes on Figure 2.5-22, Sheet 1 for
~NED, HIGHLY SI L TSlONE JOINTED: WEATllEREO addition1I expl1n1tion of logs.
TO DEPTH OF 9 FT. SOME VERTICAL FRACTURES WI TH CAC03 2. For IOC1tions of borings, .see Figure 2.5-20. FILLING 10 3. Logs prepared by Dimes Ind Moore. VERTICAL HIGH ANGLE FRACTURES FROM 81 TO 12 1 100 t" CLAY SEAM 15 REDDISH-GRAY FINE.GRAINED GENERALLY 72 CORE BADLY MASSIVE SANDSTONE BROKEN FROM 14' to 21' 20 100 BORING COMPLETED ON 2*26-71 LEl#Tlt *(BLOCKAGE PREVENTED RECOVERY OF 25 LIMERICK GENERATING STATION UNITS 1AND2 LAST RUN) 0, C0/1£ PERCENT CORF BORING CC>>1PLETEO 8-20-11 RECOVERY UPDATED FINAL SAFETY ANALYSIS REPORT
'EllCEllT Ht:OWIW AM II....
GRAPHIC LQ81, SHEET 26 OF 37 FIGURE 2..f.IZ
L-i L-2 L-3 L-4 L-5 PO't
- u7Structurot
=lCKn 100> =ijl:., ~ O Schuylk1ll*Pu7pS1ructun O Schoyltc:1ll EXPLANATION Pu~StructuN! OSchu l6uU,P ,*Struc:t.un O Schuyl~oll 0 1 :: : ~L_~~H 12.0' SAHOY Sill: e 1* 1 o.o' SAAOYSJLT CLAYEY, ,*" 0.0' 0.0' - 12 ~* SlLr: CLAYEY A~ 0 .*,
~~~-WITH SCMTGRAYHS ST,1,RTJNG 0
I0 11.0' -14.0'GRAOESTOSANDSTOflE,
\IFATHEREO ---
12.0' -15.0'GRAOESTOSHAUAND 10 *,. Fill. SILTSTONJ. WCATHERE.Ll -- ~!~~y WEATHERED ROCK Iii 13.0' -
' ". ~
n 12.5' - 15.0' StJAL[: WEATHUIEO, SOFT. 14.0' -24.0'SANOSTONE: RfD.VFRV 1$.D' -25.0'SAHOSTON[: VERY 14.0' -24.0' SAllCISTCflE: FTNE-I 5 15 15.0'-Z!LO'SANDSTONE:GRAYBRO.... 15.2' - 35.01' SMDSlONE. REO,
'JEA:'I' Flltf-GRAiimliTTll""""tHIN SHAH F!NE-GRAtNCD,HARD,WITHSHALE
~AIHIMGS ~OERATELY FRACTURED FINE-GRAINEO,~SHALE GRAINED, WllRO,liiOID'rrLY FRACTURED PARALLELTOBEOOtNG,OCCASIClMAL HIGHU FRACTLl!fDliAAAITEL TOE£00ING Overburden, undifferentiated.
PARTINGS. J'IQ[)[RATEUJOINTEO SltALEPARTINGS. PARTINGS. flODEAAT[LYFRACTUREO ~~:~LEL TO BEDDING. 011£ VERTICAL VERTICALJOINTS. AVERAGE CORE PAWHLTOGEtmYDIPFHtG ~~~:~~ CORE LENGTH IS ABOUT :' LENGTHISA80llT4TNCHES LJ
~~~}~* A~~~~~o~Ev~~~~i~L zo 100 BINCH[S. 20 20 96 20 20 BO Sand.
25 FlP'I. 90G' ITIIIIJ] Silt; clayey silt (ML).
~ ] 0 100 Sandy silt (SM).
35 Sandy gravel (GM). Silt with siltstone fragments or boulders. L-6 L-7 L-8 L-9 L-10 Clay(CL).
- 100<
O Schuylkill Pump Struct11n &;huylk1ll Pump SchuvUuU PumpStucture O Schuylkill Pump Structure
-11.0'ClAYf't'SILT 1 I
I I
- 0. 0' - 12 .0' SILT:
WITH GRAVEL BELOW E' CLAYE~ ANO 5ANDV O~ 0080SILTLLAYEYAND5ANOY WJTHTRACEOTGlfAVEL 0.0' - IC.O ghl_ Silty clay, sand and gravel; clayey sand( SC) . LJ BO 120 SHALE WEATHERED S1 Its tone. 10 10 12.0' -22.0'SAAOSTONE. REOHIGHLf REFUSALAT120 AUGER HOLE WEATHEREO.WITHSOFTSHAlEPARTING<; 15 13.0'-23.0'~;REO,VERY F!Ni-GRAINEO.HAJtO,ll)[UATELY 15
~ Siltstone and soil; siltstone and sandl!one.
fil~~~-AT~~S TO GRAY, MEDilJ4 RffUSAL@lB.5' (AUGEROOLE,NOSAl"IPLES) D (AUGEPHOLE.HOSAl"IPLES) PHUSALAT17.0' Sandstone. 20 20 I ] Shale Overall
*re~r:: *: =.::..
percent core W Hole number L-11 li'-:': .:.*::::"~"*"' fie(. 104 .,..___Elevation, top of hole L-13 L-14 W-1 W-2 .....__Site Structure t lev. J4 l where drl I led
= 1om loo*
O Sctiuylktll PumoStructure scnuvll!.111 PumpS'.ruc~ure Sct.uy1k1ll PumpSrructurl! 0 0 0.0' -l:l.O'Slll: OEKSl::..SANOY 0.0' -7.6'SILT: SANOY.OENSf WITHOCCASJOfa1iilSMALLGRAYEL WITHOCCASIClMr""SIW..L6P.AVEL.
!I THISJSAHAND-OUGPlT.
Elev.138.8 FJNE-{;RA!NED~TONEPARHNGS 5 SHALE: HIGHLY WEATHERED 7.6' -27.6' SAALE: RCO,THINLY BEDDED, P{)OERMITY FRACTU'1:FD RED.VERY PARALLELTONEAR-HORIZOHTAL Percent 8.0' -28.0' !>ANOSTONE: FJNE-GRAINED~OSLllitHU l!ECIOING Lithology 10 10 - 10 L-12 CClARSFR AHD!iRAYAT 13 FEET. HARO, 10
'1JDERATELYJOINTEO.
(AUGERHOLE,NQ5AP1PLESl IS Elev. 87 ....__Elevation, bottom of hole (AUGER HOl.E. NO SAJ'IWLES) 20 [le~. 121. 5 25 2. For location of borings, see Figure 2.5-20 W-3 W-4 W-5 W-6 Eleov 104 ~ IOOI =100" - 100~ SChuylkill PumcStructure O Schu~lk1ll Pump Structure Q ~U'l'l~lll Pur-ip:;itructu*e 0 0.0' - 9.0' SMD: o.n* - lo s* SA~-
~J.~rlL~0.5' SAND RMDOMGRAVEC- 5"ALL GRAVEL~-
LIMERICK GENERATING STATION UNITS 1AND2 10 9.0'-19.0' SAl()STONE: GRAYTOREO, VERY FINE GRAntlfWlTH SHA.LE PARTllllGS. 10.5' -20.S'SANDSTONE: GRAY, HARD l0.5'-20.5'~0STOtlE: RED,FINE-UPDATED FINAL SAFETY ANALYSIS REPORT HARO,NlOERATELYfRACTURED WITHREOSHA.LE~."'111-:RATELY GRAINEO, I/ITH ZOiirSOfSHALE; [ARO FRACTURED. 15 100 GRAPHIC LOGS SHEET 27 OF 37 FIGURE 2.5*22
0- - S-1 S-IA S-18 S-3 S-4 t.*.**"* o,_!!llJ!l_,._ t:111't'.1Jll El .... 171 Elew.llJ [1". 1'-.1" c.1.** C.l. *t* C.l.*lrS
*.** -**** M!...11.!!.*
0
*1.0'~
- 0
- ~~;,,:;:; m1wwmsw t._a' - 1U' SlLn M M WftL:
~.~1*~
- .,*.*~
/'~
*111*
1* 10 10 10 10 10 I I I I II II II 11.0'-lt.l'~ 10 10 10 10 10 10
** ~*,j.:~--~
l . . , . - -
- 1.-S.
='* I I 11 11 II lD.G'. D.G' - * -~-l*D 10 JO JO JO JO 31.0'*31.l'SOffztm: ** II ** :;~i:::*~F,:.
JI II M.O'Clm . . . . . . M.5' - J7.0' OPDI ft"ITIUL JOJ11. L05T 50l . .THATM.5 FtET. ** ll.O' - *.0'1 Elt¥.101
*O 40 *O ~~-~P::.:LEL 40 40 TO .._., m:rno -*** MIME am losnt IS I 11135. C.:
,....._, l...,.EJ ID.OW 56 '1ET
** 41 47.0'-41.0'~
s-~ ** Eliv.108
*Ill<
50.0'-!il.0'~ 1ohuv*m~$trucW!'9 50 0 10 10 50 S-IO
* ~Ei'*'d'1r&i*'Flfli1""
5t.O' -55.t' SILTST*: IED,IWll, E1 ..... H* 5MlU IM P M T . - - C.R.*IOOI
~!!!Im,~
0.0' - 2.5' lllllTU c1 ..... 12.J 2.5' - 7.0' SJLn S . - ......
*o n.:
IO.O' 2 llCH SOFT 10 S-9 I I 70 10 0.0' - ILO' CLATU SILT MD SMU
~
71 1 71 IS 10 10 10 10 10 S-8 II II II IS Eln. lUi C.R."'lOD'l O ScnuyNlill 10 10 0.0' - 18.0' CLAYEY 5ILT:
** ti 100 For explonotlon of 1ymbols,sft slleet 27, Eltw.7!; Figure 2.5*22.
IOI
~:w.}¥:*:.;,,~g_~IT KDDl * ...__S.
S-12 2. For locotlon of borlnQs,see Figure 2.5-20. 111.6'-112.0'~,SOFT. 110 S-7 110 0.0'-14.0SJUYS\MIAJDQIA'lll. Ill 110 C.l.*U* S-6 Elft'.105 10
.* ..
- Ill S-11 IS ISO
. 2.1' -.1u ~:-~.J~~~ r:c~~'
- 3.9' SlLTt W11 MD lalliYEL Cll:fl*D lhDllli.
WDTIClll..
~CASI.,_
JOnns. AW- cau LE.-ntl lllCMESTOCll:l'Tll Z3FE£T, LIMERICK GENERATIN~ STATION UNITS 1AND2 6-IGllOUIELCl'23Ft£T.
~;:M~~m~* 10 Ill JOllTS. -ftlllFt:El:THD Q.O' - 2.0' llllTER C9f Ulmn!S A 10 I.:MES.
t.0'*5.0'**tulll UPDATED FINAL SAFETY ANALYSIS REPORT Ehv. JS 10 Ell'V. 79 JO 10 ORAPtftC LOGI,
** SHEET 28 OF 37
£19¥.83 FIGURE .....
T-1-1 T-1-3 T-1-5 T-1-7 T-1-9 T-1-11
; l~~ev. 256.7 Elev.256.0
-1001
=
9 A~ lev. 253 5 O Unit1Cooli T~ O Unit 1 c_:~~ To-r O Unit 1 C~...!.'.,_- Towe* D.O -J.0'01'£RBUROEN. WEATHERED o.o* -3.5'0YER8UROEl'I: ROCKFRAG- 0.0' 4.0' SILTSJ_Q_PIL WEATHERED, - 2.5' QY!_RBURDJ:~ - 4.D' 91_ERBUllDEN ROCK AND ROCK FRArJiurs \ilTH CLAY HEIHS IN CLAY---- CLAYEY 3.5' 30.0'SILTST()NE: REO,HARD, 40'-JCO'~REO,HARO, ~A~~v-sf~T~~~T R~~~~~T ~'!': ~~~.~T~~~iNT_RE~c~~ 4.0'-7.0'~:GR.AV-RED, 3.0' 30.0'SANJSTCJIE: RED,l-IARD, SAflOSTONElfllPART. OCCASIONAL BEDDING. C0RELENGTH5AVERAGE2INCHES STEEPLYDIPPJNGJO!lffS CORELENGTHS ltJOERATELY HARO *nm CLOSE HORIZOIHAL FINE-GR:AINEDGll.ADillGT051LTSTCJIE VEIHICAL JOUTS. CJRE LEPIGTHS ~:~gi~O~E !~~~~~RT. SE~~~~G~Ei~RE TO DE.PTH 7', AVE.RAGE 6 INCHE.~ JOINTifllr.,MOIST. INPART. OCCASIOMALVERTJCALJOIJHS MERAGE B-10 INCHES. AVERAGE ~ NC REAS [ S TO l 0 ! NCH ES ~~~~~~ ~s'~~H~~c~~t' mows* CORE LENGTHS AVERAGE. I H~CH fROM DEPTH
~:~~l~,B~~o~4;.;."~D AllnAGE 10 7.0'-lO.O'SilTSrDNE: WEATHERED, 5-~. 5 FEET, TflEN AVERAGE 10-15 SOfTTDlJFE~STOflEIN INCHES PART. JOHHS ARE Pfl:IJltl.RILY ALCIHG 10 BEDDlf'llGWITHAHOC:CAS!Of'llALNEAR 10 VERTICAL JOINT. A~ERAGE CORE LEN6THSSELOW13FffTIS6INCHES 20 2' 25 30 30 Elev.226.5 Tm-** ,. . .-~
T-1-2 T-1-4 T-1-6 T-1-8 T-1-10 T-1-12 Tlr Elev. 256.5 Aui:ierHole O rm-~ ~'"-"' Untt1Coo~f19Tower
':f'.=** OVERBURDEN
*.*~.~.=.. 0.0' - J.5' SILTSTONE ANO SANDSTOrlE: 0.0'-ti.O'SILTST(NE. WE.ATHEREO
. ~--:;:-
WEATHERED, CL YE. 3.5' SILTSTONL -~.=~* 2.0' -6.0' SILTSTDN-;- BECOMES GRADrnGTO~EET
, 3.5 - 5.0' BIT RESl~TANCE AT J.5 FEET ---::::::;::- l'ER'!'f!AADAT~
FEET,H.AROAT5FErT.
, , 40 60 BECOMESHAQJAT4FEET
=== '
~-
~
REFUSALAT60F'EET 5 T-1-13 T-1-14 T-1-15 T-1-16 T-1-17 T-1-19
= 253. 9 96 ~lev.
O Un*t 1 c:;n:. Tower 0.0' -3.0'0VERBUROEN RED CLAY 0.0 -3.0'0VERBURDEPI: ROCK 0.0' -3.0'SlLTYCLAV: RED 0.0' - 4.0' onRBUROEN. CLAYEY AJllDIWCKFRAMll~-- MITHROCl<f~.- SILTANOROC:~ll'T'\ FRAGMENTS AP!~
~~:~~ ~Y ~~~~:E~~gw si~6~
- 3.0' - 30. 0' ..sJ..LI.5Illtj. SOFT ZONE~ 3.0' -5.S'SHALE: YELLOW,DE- 3.0'-B.5'~:YELLOWISH. 0 TO 9 FHT. PRIMRILY JOINTED CCf4POSED,CLATI'f.- \ij[ATHERED,SOFTANDCLAYEY, 4_0'-30.0'SllfSTOHE. REO,HARO, PARALLELTOBEDDINGWITHAPI OVERLAI~ BY TH!fll BED Of DARK SANDY.SANDST~T.CORE OCCASIONAL NEAR VERTICAL JOHH. GRA~. MED!Uf<l*GRAHUO SANDSTONE LENGTfiSAl'ERAG[QJIHCHESTO DEPTHOf12 5.5 -30.0'SANOSTONE* GRAY, SMDSTONE 1'I PART. CORE. LENGTHS HARO,GRAOlfrlG~SllTSTONE 7. 0' ~ 30.0' SAAOSTONE: GAAY, HARO, FEET. Ttt:N 10-1~ JR:HES. OCCA'\ ION.Al AVERAGE LESS TIJAN 1 HICH TO 9 CCRELENGTHSll.VERAGE4!NctffSTO ~~A~!~ TO RE~JLTSTQN[ HEAR'IERTICALJOINTS fEET,4JNCHEST020FEET.THEN l2[JijCHES. ~~r~ ~ ~: ~:: AVERAGE 6-10 lf'llCHES ~E~~ HA~g: 0 ;,~~~i~~~o, ~:mi r il 0' - 9 5' SOFT ZOPIE.
SITLSTONE!NPART 10 9.5' - JO.O' GRAY, KARO, BR:ITLE GRAOESINPAl!TfOSILTSTONE 20 20 20 2, 2, I. For explanation of symbols, see 30 , 0 sheet 27, Figure 2.5-22. Elev.216.0 2 For location of borings, see Figure 2.5- 20. Holes 2 !hrough 39A are numbered 8 to indicate plinth foundation tor the Unit I cooling tower wnere hole drilled T-1-18 T-1-20 2 *(SEE NOTE 3) 0.0'-ZO.D' SILTSTOflE RED-BROWN, 5 JltEOI._.,.HARD.~CALCITE GRAINS.
~~~~[N FPO>! 0 5
-2.S'Q.'tf_RBUROEl'j_
2.5'-fi.O'EASYORILLINGT04 FE£T. BECOMING HARO AT 5 FEE~. o.o* - ZJ.O' 51LTSTONE* R£0-BR'~* 0.0' -20.0'SILTSTONE* RED-BROWN, "1EOIUMHARO,SCATTEll:EDSTEEPLYDIP MEUJlll HARD. IDmID' CAlCIH-Plf'llGCALCITE-FILLEDJOINTSAPIO FILLEO,STHPLY OH'PING JOINTS CALCITE GRAINS. BROl<Erl ALOtlfi NEAR-VE.MTICAL JOINTS~ 2.1','N02.8'. 314"HORIZONTALCLAY NEAllVE.RllCALJOINTSldlZ.4' Elt"v.249.3 SEA1fl2.9 Afll013.2'-l3.4'
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0.0' -20.D' SILTSTOf'llE* MEOllJ'lltAR0,~£0,SCAnEREO RED-BRCWN, LIMERICK GENERATING STATION STEEPLY DIPPING CALCITE-FILLED JOINTS UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT T-1-23 4 8-A LO
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!~T? 112" 1-1/2" P![CfS FR1Jt-1 GRAPHIC LOGS SHEET 29 OF 37 FIGURE 2.5-22
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U.0'-13.5'*14.5' -15.l'. .-11ll.0 1 -H.O'. I.I'; 13.0' -141.0' Miii H.I' - II I 9 I9 11 1t4* IDl_..IZllmL LATER 19 11.0'. TMl:EIJFCLATIL*i\Ll llGllD. 11.0' - 11.8' Sll91Tl.1'WIAMBD,MN9KLCll17.I'. -~110Clll4.0'. For Hpl-flOn of aymllOI*.- 10 10 -.i;1 M.CllG ST!Ell'l.1' Dl,.I"6 .Hllm lll.1'-ll.0'. 10 MUG:* WC ID-STADUMi I 20.0'- Zl.D'. lMCESILT/.U~ 10 *IUIKU'-20.1'.
' " " ' 27, F19ure 2.5-22.
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- 2. For IOcoflon of borln91.1M I I 19 19 Flture 2.5-20.
SMDT I 29.S' - 30.0'. 90 3. Hol.,. 2 fhrouth !19ilare nurMerld Elew. ZH.fi fo lnclcalll plllfh fDundallan for
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- 1:.G' SILT MI1'll 5IL!J!W a.a* - l.D' SILT""'" 51LTSTW 0.D'-l.O'SILTWITNSJLTSJm 0.0'
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- 7.8'.
f6.l'-'** llDlll FllOll 5.D' - 5.5' Ae 6.8'
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- IZ.5'. ..U.lHE*DwtTHSCATTEIEOmEPLr IEl.OW12.0',RfO-. . . . T01iM1' 0 11.C';18.t'-20.D'. 01,,UICc.M.CllE-FILlrDJOllYS. "l:Dltll tMIE lfITH S£V[Ul STEEPlt DlPPUllii CofiCllE-FILlrD .JOUITS.
II I I U!l.S T1IM ltl* THICK SOFTtR. 11£.U:- I9 I9 I 5 lmlzmrTAL.LAYElf16.41'. REM HOIJZOITM. CA.I.CITE UIUME. M.* .JOIIJT I LIMERICK GENERATING STATION tlT.0'-22.D'. LUOIO CM.CITE MOIUFO 17.5' - 19.0'. 17.D'-17.1'. zo IO 10 10 llDlllALCllCY£RTICALJCIIlflt ~~Al.CllGFMt:T\MEfZZ.O'- 10 UNITS 1AND2 Z5.]'-Z5.9'. UPDATED FINAL SAFETY ANALYSIS REPORT I 9 25 29 Ele.. 218.1 JO Elev. 210.9 FIGURE Ma
8-13 8-14 8-15 B-16 8-17 Un*t1CoolongTo-r o.o* - 1.0' SILTi.1rn SILTSTONE 0.0'-2.0'SJLTWITHSILTSTONE 0.0' - 2.0' SILT wm~ SILTSTONE 00' -lO'SILTllITHStLTSTOME 0.0'-2.0'SILTWITHSILTSTONE
~GMUHS: ----- f_~li"!_E:.!!li ----- FAA!iMENTS ---- FRA~ENTS ----- ~ENTS ----
- 2. 0' - 23. 0' SILTSTONE: SOFT, l.O' - 32 .O' SIL TS TONE. SOFT, 1 O' - 2~.5 SILTSTONE son' HIGHLY 2.0' -25.3' SILTSTONE SOFT, HIGHLY 10' - 31.5' SILTSTOflt.
rror--- 1<1~"'1LY WEATHERED TO~ HIGK.Y WEATHi;:f{fDjQi2.0'. WEATHERED TOT!~ 111£ATHEPFDTO~ W£ATH£Rf0 TO BEL O\ol 12
- 0 ' , BRO... -GRA Y, MEI I U~1 HARO. BROkEN ALONG STHPLY- BELOW12.0',RED-BROllNTOGRAY,MEOIUM BELOW14.5'.RED-811DNN10URJIY, OIPPINC>JOINTS@ 13.9' - 14.0',
1~.~'. ~ 1~:~> 20 3' - 20.5'.
~~~ j T~L ~~r~~ ~~~T~~~~~l Y ~7~~i~~EO ~~~~-HARO. SCATTERED CALCITE CALC:TE-FILLEDJOHrTS BllOll 15 0'
- Rrn-BllOWI'~. JilEO !UM HARD 1!5i 72 SANOY,MJCACE0US@'6.0' n~'.1~ Dlj:~~~ CLAY-COATEO JOINT BELOW 15.J', RED-B~O~ TO GR.A~,
SCATTEREOCALCITELAfillAAEANDSTEEPLY MEDIUMHARD.SCATTEREDCALCITE DIPPING CALCITE-FILLED JOHHS 112"SOFTSHALELAYER@21.7 SOFTER, SHALY(l22.8' GRAINS 1/2" NFAP 1-0RIZONTA... [LA~ SEAM @ 14.5' -14.7' 20 zo 73 i;2~, NEAll.-HORJZONTAL CLAY SEAi'! @ BROKENALONGSTEEPlY-OTPPING,JOINTS Ill 21 B' - N.3' 253'-269'~STIJNE* GR.AY-
~~~~ ~~R1,a; ~~~IZONTAL DECOMPOSED BR'N,1-'Arl.O,r~
5 STEEPLY DIPPING CALCrE-'ILL[O JOINT 1i126.0' -26.7' BROKENALONGSTEfPIVJlPP!NGFPAfTURE 26.9' - 35.0' SILTSHINE
@300' -30.4' MEDllJlll-'AllO,U~O 8-18 B-19 8-20 8-21 8-22
=B9ilev.24T.3 =g]ilev.?484 U11t 1 Cooling Tower O Unit CoollngTower O Unit 1 Coo!ong T,ower 0.0' -1.0'S!LTll'ITHSILTSTONE 0.0'-1.0'SJLTllJTHSILTSTOHE 0.0' -0.5'SILTWITHSILT5T0Nl o.o* - 1.0' Sil T ~ITH SILTSTONE FRAGl'UHS - - - - FRAlil'IENTS: _ _ __ ~~fl~s°' SILT WITH SILTSTONE fM_~ENlS; ---~- FllAIMNTS*
1.0' - 36.0' SILTSTONE: SOFT, l.0' - 28.5' SILTSTONL RED-BROWN 0.5' -34.0'SILTSTONE l.0'-13,0'SILTSTOflE: HiliHLY 1.0'-32.0' SILTSTONE HIGHLYWEATHE~.5' TOGRAY,llfAT~2.5' WEATHER~DTO~- WEATHERED Nl.MEROUS son LAYERS. Wl:.ATHEREOTO~ BEL01112.5',MEDIUtlHARO,SCATTERE0 10 CALCITEGAAINS. BELOW14.0',REO-BROl1N,SCATTERED CALC:TEANOCALCJTE-FILLEOJOINTS 13.0' - 13.5' SANDSTONE: G~Y. FINE BllOK.EN,SOFTllilTHl/Z"CLAY/OE- GRAINEO, HARD,-MfCACEOLIS LT. BROWN-GRAY, HEDILl'I SOFT TO C(MJ(]SEOROCKL.AYERfillJ.B'-13.9'. ~~~us SOFT LAYEll.S@ 14.0' HARD,!RON-STAlNEDlil14.D-17.0' 13.5' -35.0'SILTSTONE* GRAY-BIWJN,f'll::Dll.IM~EOUS. BELOW 17.0', liAAY-BRCM, MEOILl'I BROKEN,WI-:-H aAY ti 17.8'-18.7'. ~~~~~y WCATHEREO/OFCCIWl:JSEO II 14.8'- HARD,UNATHEREO. SCATTERED CALCITEGRAINSA111STEEPLY OIPPINGCALCITE*FILLEDJD!NTS. BELDll20.0',UfMEATHEREO. SCATTERED
=~~E~~Do~Ai~~~~S::~Ns "~~~UMo1~~E- 8ROUNALONG STEEPLY DIPPING JOINTS 20 CALCITEliRAINSANCISTEEf'LYOIPP!NG CALCITE-FILLED JOINTS FittEo sTEEPt Yo 1rrrnG Jo1Nrs. BROKENALONGSTEEPLYDIPPJNGSLIGHTLY EJ235' 24.4',25.0' 26.0' IRON-<;TAINEDfRACTURES@2?.9'-23.b' BROl<ENALOM;.STEEPLYDIPPIHG BROKENALONGSTEEPLYOIPPINGJOINTS fRACTUREf.123.4' -24.4'.
1!122.0'-22.9'. 25 SOfTER,MOREWEATHERE0@32.0' 30 '0 BROl<ENALOfliSTEEPLYDIPPJNG,ll!ON-STAINEOFRACTUREPJDB'-320' BROICEN ALONG JOI~ @JJ.5' - 34.0'. 8-23 B-24 8-25
= ;1ev.ZSD.l Elev.250.1 Ele'f'.251.8 95 ~ 92'1. ~ 91t O Unit1 Coohnv Tower O Un>t1C~~Tower O Unot 1 CoolmgTower 0.0' -Z.O'S!LTWJTHSILTSTONE 0.0' -24.5' SILTSTONE. REO-BROllN 0.0'-J.O'SILTllITHSlLTSTOrff BOULDERS TO r.RM, HIGfrY'""WITRER.ED TO U.5' FRAGMENTSANOBtJULOERS:- -
2.0 '-370'SILTSTONE
HIGHLY 3.0' - :'.5.0' SIL"'."STONE* RFD-BRO~ WEATHERED, SHAif1010.0'. TOGV.Y,MICACEOUS,HJGHLYWEATHEREC T06.0'. SANOTill2.0'- IJ.3' I For explanation of symbols, see sheer 1/2"NEAR-HOPIZOPffAlCLAYSEAA'::. 27, Figure 2..~-22 1!112.5',13.5',14.1',14.CJ'. JRONSTAlNEO,BROKEN@l6.4' 2 For 1oca11on of borings, see Figure 2.5-20 BELOW14.5",r.()[IERATELYWEATHEREO NL.MEROUSCALCITELAllINAE. SCATTEll:EDCALCITEGRAlllSA111STEEPLY OIPPINGCALCITEFILLEOJOINTS. IRON-STAINED ~ 15 .5' -17. 2'. NlKPOUS CALCITE LA1rnu.r RR:OKfN ALONG STFFPL¥-OIPP!Nr. JOPfT
@22.J'-22.B'.
20 BELOWZO.O'"l:Dll.l'IHARO,SLIGHTLY 20 WEATHERED.SCATTEREDCALCJTE.A'8'.l STEEPLY DIPPING CALCITE Fl LLEO JOINTS BROKEN fil 21.*J' - 21.2' WITH 1/4" H01HZONTALCLAYLAYERfil21.l'. ll2" SHAU:/CLAY LAYER AL:)P!G 6° PLANE\<121.3' LIMERICK GENERATING STATION BROK.EN ALO~ STEEPLY-DIPPING JOHil 30 @30.4' -30.9'. 30 UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 35 3 5 GRAPHIC LOGS SHEET 31OF37 FIGURE 2.5-22
T-2-1 T-2-2 T-2-3 T-2-4 T-2-5 I* (see note 3j Elev.Z60
*1001 =97_21 O Un1t2~....'..'._~To-r Unit C_:~_:i_To-r 2
O 0.0' - 16.5' SILTSTOE: REO-BRC>>I,
- J. 0' QV~RBUROEN -20'0VERBUROEN a.a* *30.0'S_ill_5_l!Uj£..: RED, HARD 0.0' - 30.0' SILTSTOIU: RED, HARO, o.o-za.o*~:REDTO HIGHLYWE.ITHER~'-U"'EATHERED GRAYSAHOSTONEINPART. PRCf4IN£NT SAPUlYINPAATAHDGRAIJESlOSAlll* GRA.Y,YERVHARO,SILTSTC>>IEW BELOltlUCEPTfORSEnlW.LOCAL CLAY 3.0'-JOO'S.AJilOSTOl'lE GRAV, ? 0' - 30 _Q' SILTSTONE REO, ~ARO, NEAR l()RJZONTAL HU>OING FRACTURES STONE100EPTHOF12FEET. BEL3Wl2FEET, PART. SCAITEREO JOINTING PRIIWULY SENfilJITOJ/4"WIDE.tJIDSCATTERED HARD,!iRADJHG~SILTST()ljf SANDSTONE IN PART, CORE LENGTHS wm1 OCCASIOJIAL NEAR VERTICAL JCHHS. ROCKISPRH1ARJLYSILTSTONE. CORELENGTHS PAAALLELTOBEOOING. CORELENGTHS JOUfTJMi.
INPART,CORELENGTHSAVEllAGf AVERAGE 2 INCJ-IFS Tl') ~EPTH 1(\'. 8ELCW CORE LENGTHS A't'EAAGE l :J lllCHE'.:i AVERAf;E11NCHESTfl12' BELl)ojOEPTHOF ~ri~~~p~~~o INCHES, INCREASING 10' A~ERAGE JS 12-16 Hm*ES. 12 AVEAAGEISOVERlOlllCHES. MOST io~~~H~~cfl B~~~~ ~i~G~~~RAGE i~~~I~~~AKS ALONG NEARLY HORCZON""AL 10 10 SHALE LAYERS iii 13. I' A~D 13. 7'. I ~ 100 15.5' - 19.5' SMOSTOI£: GRAY-BR(WN, Fll*EGRAINED,riA~-
- 19. 5' - 21. 5' SILTSTO~E; RED-BRQ"91, f'IEO!ll'IHARO,U~.
20 Ele~. 235. 5 2> Elev.232 30 30 30 ElPL 23?' 4
-0.5' SILT 0.5' - 31.0' SILTSTONE RED-8R~H.
l'IEO[l.M KARO, lrfirmrry WEATHERED J/4" ;gR;~I~O'.f~~ CLAY/DECOMPOSED STEEPLV-OIPPING JOrrns e 8.9'-9.8'. Q 7 Un1t2C~f'l!ITower
-- 0.0'-23.0' SlLTSTC>>tE: REO-BROWll, l'IEOll...... ~RO miimiIDftO, CALCITE GRAINS SCATTEREOTHROUGOOUT, COU
~m~~v~6r~P~~- c~LEm-como
~O~~TS @I l.O' -2. 5' ANO 3.4' -
=911 10 Elev. 256.9 Unn2CoolmgTOWl!r O_Q' -23.D' SILTSTONE* REll-BRIJilN,
~EDIUM HARO, UWEATHERED EXCEPT FOR SLIGHTWEATHERING0.0'-3.0 CALCJTELAMINAtANDJOINTING!I0.5'-
3.2'.
=90 14 O Unit?CnolmgTower 0.0' - 8.5' SILTSTONE: RED-BROWN, MEDIUM ~RD, OlliEAiHERED
~TE~P~ ~.DIPPING JOINTS [ii 1/2' -2' AND BROll:EllFROJ'18' *8.5'.
*m-.
; ~l.
14-A
£le~. 2~. 7
<_~_;_~ -c-_' ~~::;:::,:::.:
. . . . . ~-
El
=92.n; 18 e~. 256. 8' Uoit2CoolingTower SILTMIDDECQllPOSED kOCK:
0.5'-2.S'~STOJllE:RED-BROWN, HARD.STEEPLYDWJ51iiiFRAC'TURES filOS'-2.4'. 2.8' *9.5' SANDSTOJllE:GR.1.Y-BROWN, l/4"CL.AT/OECCIWOSEDl!OCKSEAMALOl'jG SPACINGOF!/8"T01/4" FINE tiRAl~EO, HARO, STEEPL ~ OIPPJNG 5°JOUT@9.8'. 9.6' -10.0' SAJIDSTONE:GRAY-BROWN, FRACTUREStlJ.2'-4.8' LESS THA" l /4~ SHALE LATER !!I 11 '. IO FINEGRAINEO,H~ 8.5' 11.0' SANDSTONE: GRAY-BROWN, f!NEllRAJNEn,~ Elev.246.7 JOUl DIPPING 7~u WITH 1/16" 11.0'-28.S'SILTSTONE:Rrn-BROWN, COATINGtll0.3' -11.l'. MEOllJ4HARO,OlliEATHER£D. IRONSTA!MEDCLAY-CDATEDFllACTURE 1!15.5'-8.0'. I> ~~~~'.U-O!PPING JOINT@ 14. 7' STEEPLY DIPPING JOINTS > fa~~~E lllTH THIN CLAY CQillT!NG 14-8 I
@113.0' -14.3'.
9.5'-27.0' S!LTSTONE:RED-8ROWN. 256. 7
=
97 ~1ev. ~RD,UlliEAT~TTERrOCALCITE GRAIJllSANDSTEEPLYOCPPIM:iCALCITE 20 FILLED JOINTS 20 STEEPL ~ DIPPING FRACTURES '9 22. 8' - 23_l'AJ11025.0'-2fi.O'.
"ICAEOUStl28.0'-30.0'.
VERYJllICAEDUSl!IJO.O' Jl.O' Elev ?1J_g 2. 22 26 28 29 32 Elev. 256_ 9 Elev. 25fL9 El e~. 256. 78 ~ 81. 71
~ ~~~;* 256.ll' : 97 ~~;"* 256.4 - 911
=Q?6i Umt2CoohngTowe1 Un1t2Cool1ngTo....er O Un1t2Coo<l~ngTower O Un1t2CoolingTower O.D'-27.0' SJLTSTONE:RED-BROllN,
- 0. 0 - B.5' SILTS TO~£: RED-HRIMN, 0.0' *22.5' SILTSTotlE:RE0-8ROWft, *:J.5' OVERBURDEN o.o* -0.5' SILTAllOROCKFAAGltENTS: JQ!IZONTALC~T04D'.
lt::O!l.MHAROS~LCITE GRA!l~S AJIJ CALCITE FILLED JOINTS. ~:~L~~~*r~~~F~~~E~;c~i~~:IN5 OS' -25.0' <;TLTSTOHE:R£D-BR(MN. 8ECotf.SJllEDil.llHAADBELLW. SCATTEREDCALCITEGRAIJllS.INO
~~f~~~E ~i~LE~~~i~~~D CALC!T[ ANO CALCITEFILLEOJOJNTS U"112CoohngTower NEAR-VERTICALFRACTURE!il3.5'-4.Q' 0.0'-15.0' SJLTSTClllE:RED-8Rtll'l'I, For explonotoon of symbols, see
~R~~~N Fil.OM 0 O' - 0 3' ANO l .O' STEEPLV-OIPPINGJOINTStll.4' lfllEDI~KARD:~OCALClTEAJllD 3.3' ANO 16.0' - Hi.3' 8~KEN Ill 2 9'-J.0'; 5_4'-5.6', 6 5'- NEAR*'mlTICALCALCJTEFlLLEDJOINTS. sheet 27, Figure 2.5-22.
6.6'; 7.6'-8.0'. NEAR-YERTICALJOINTS@IO.O' 1~~~ CLAY COATING 01'1 JOJNT @I 1. 4' ~Ir:. NEAR 1-0RIZONTAL CLAY SEA.11 ~ l/2'NEAR-flORilONTALDECOflllPOSED AND17.5' -Jq3' ROCl:SEN4[112.7' 10 BROKE:t:JNT01/8"-3/4"P!ECC:S@ 10 2. For location of borings, see BROKENIJITHSOFTROCK@l2.6'-12.8'
~:~~~~ rJHO 1/4" PIECES ~ 18 1 !:~:-1-4'; 1.8' -7 2' AND 7 .4' Figure 2.5-20 SHAU,SOFTER@7.4'-8.0' 111tCACECUSfill4.0'-17.0' 10 STEEPLYDJPf>INGFRACTURCSWITH I 0 1/4"-l/2"lLATll4.3'-!i.O' 3 Holes I through 38 ore numbered CLEANFRACTORES@2.9' J.9'AND to ind icote plinth foundation for BECOl'IESGRAY,l"IICACE005@2l.0' 5.9'-6.8'.
lSHALELAYERiil20.0'. the Unit 2 coolin9 tower where 20 SNIOY!i20.3'-21.0'. hole was drilled Elev 241. ~
- 2. 2.
34 35
~ 901 Elev.256.2 0755'.t 35A 358 38 Q Uri1t2eo:'~ngToWt!' O.O'-O.S' O Umt2CoohngTo~r o8J.7't 0.5'-6.0' SILTSTONE* RfO-BRllllN.
O~UM CoolongTower SJLT~I_H_ROCKFRA_f....,ENTS 2 Unn2_c~~~To-r Pl..M£ROUSN~ALCLATSEN4S 0 l"-l-1/2" WIDE FR~ '.IO' - 3.C'~ -20'
- 1.0' SILT w1rn ROCk Fl!AG'l:NTS 0.0 -50' SILTSTONE: REO-BRlWN.
Ji<<l[)[AATELY WEATHHt£0 BELCll. 1.0' -55'SILTSTOllE: RED-BROWN, lilf~lYWEATH~MEROUSCLAY
------ f'IEOIO~~ARO.~SCLAYANO SEAMSALONr.10°-l?"BEDOJNf. 1.0' - 4.0' S!LP:ilCltE RED*BROWl'I 75 c.o* -3.0'SllTSTOllE. REJ-BRO .. N, OECQl'IPOSED ~OCI< SEAMS UP TO 1" HIJO::
CONTArNSN~SEAHSUPHl HIGHlVIJ[ATHffiO-~ 6.5' -'LO' SANDSTONE* GRAY-BRM 3-l/l"WIOE ~.0'-80'~:GRAYTO HAR0.112"~ZmHAlSE'°""S 5 J 3.0' - ~.l SANDSTOHE ~EO-BRQwtj, 'IN[ TO "IEOILllll GRAINED HARD, li 6.s* Arm H.7' 4.0' -7.0'SAADSTONE: GRAY-BRDln'i. - - rttoIU1"-llM0.17'2"CIM FINEGP.AINED~ --=--=----:i ~.o* LEACHED FRCl1 5.J' GRAO£STO<;llTY@70' 9.0' - 33. O' SIL TS TCltE
- TOGRAY,HEOI~CONTAINS REU-~ROWN.
7.0' -26.5' SILTSTONE: RED-BRQln'i, OO -,--~~1_, 5.8' - 2i.O' SILTSTONE. RUJ-8Ra.ffl. LOCAlLYBROl<ENAtONGSHEPLYDIPPING RO' -25.0' SILTSTONE* RED-BRC:VI, SCATTERED CALCITE GRAINS ~~~~~PIO~~~* iTiiWEJiTHmo fXCEPT HARQ,OllTHSC~ALCITECO.ITEO LIMERICK GENERATING STATION
~- JOJ~TS. BROKEN FR~ 5.8' - 6.2' 10
'" =~~j ~:;,:~; ;':.:.':',;
I0 - - JOINTS BROKEN '.l 8 4' - 9 4' GRAY, M!CACEWS fl 16.~' lllTHo;;{MSHALELAYERS l-1/l"SHALELAYFRll6.5' :~i.~?Rlll:JHAL SILT-COATED JOINT 10.6'-Zll.5 SJLTSTIJllE:R£D-!Httllll, l'EOll.MHARD,~SEVlAALSHEPLY 2"UAVSEAMALCllG8 9 PLANf@24.J' 2. ~on '.:il1ALE LAVER !! 7. 4' 1 UNITS 1AND2 Olf>Pl"6CALCITEFILLEOJOINTS. SAllOYlll0.0'-10.6' I> l/B"-l/4"5HALELAYERSll8.2' NEARtOl.IZOlfTAlJOINTWITHTRACE Of CLAY Ii 11.5'. UPDATED FINAL SAFETY ANALYSIS REPORT 9.1';18.5' 19.3'and20.0'
~~~~~y Olf>Pllfl JOrNTS ti 7.5' STEEPLY D!PPJNC, JOINTS ~lTH SQl'IC 20
~~~~.COAT ING ti 22 .8 - 23 Z and 25. D
~~~~N INTO 1/2' - l" PIECES a 21.5' MICAC£00S.SANOYATl?_S S~LE LAYER li22.8' l/ZNEARYERTlf.ALLAYEROFSOFT GRAPHIC LOGS SHEET 32 OF 37 D£CC11POSEDR0CK(il31.9' FIGURE 2.5-22
.-:II A-1 A-2 A-3 A-4 A-5 A-6 Elev. Z69.1 EI ev. 253. ~
'"'"""'~;':::::;' A"'"~olli;::::::,8 Auger Auger Mole 0 Spray ~1o:d*
~ '"'-~ -i' "~~
£hl u.o* -2.U' FILL 0 0.0' -.::.5'.:.l.!:!:_ C.O' - 3.5' -3.5'~ -35'U!:.!:_ -3.0'Qli_
'1\\ \\\ ~ /!r"- ?I 2.5' -llO'SllT YELLOW BROWN, 11' ~' ->:, 3.*J' - 16 D' SIL~. R£0 BROWN, Z.0'-11.0'~ ~R6w11 9
.o'~ J ~' - 9.6' SJLTV SA'-ID YELLD'.0- 3.5' - 1t O' ~LA~EY SAAD.....ilfl BROWft, ~Af()Y CLAY£Y,BECC>>-1rrlitlRECLAVEYWJTH BROWN TO REC>~RY CLAYEY BPOWN , F ~NE , St l TY . BE CC.ti! Nfi CLAYEY. SCATT!'P"EDSMALEf"R./lr.-
DEPTH SCATTERE'.l SA~DSTQNE FRAG- "1ENTSFROM7.0-13.0FEET RED 10 PEC 8ROW~ AT 7 .0 FEET MENTS, TO ~ 5 FEET HCREAS!PIG CLAY CONTENT lllITH DEPTH Grl' -\4rl'CLAYEYSILT(Hl) ll(IHT BROWN WITN NLl4EROUS SNALE ~EFUSAl AT g 6 FEET 10 FRAG"4EnS LESS THAN 1/8 INCH 1 I . 0 ' - l l. 0 ' SA~lOSTClffE: SOFT , ll.0'-12.0'SHALE Y[LLOW-GRA.Y. WEATHERED -- DIAMETER. BECDP'IESYELLQ\ij- Elev.250.2 RffUSALATl20fff,. HlG/ilYWEATHERrn:-- BROWNCLAYEY,FINE51LTY-SAllC
.AT12.5FEET A-7 A-8 A-9 A-10 A-11 A-12 Elev 254.1
,,,.,~.,[l;i:::::: o\uger 4.ugerH'Jle O S r~ P 1~n!
- O.D'-4.6' SJLTYCLAY* YELLDW 0.0 -4.5"£...11:.1. ,.,,,,,,,
.; \* ~
0.0'-3.0'f.!!:l D.O' BROWN --- ~i~;Y~ ~~;.c~~~ri1~~:~~~owN, 4.0~ 3.0'-18.0'~:LIGHT ORGANJC ~TP!ALAND MICA. 4.5' -7.5'CLAY. BROWN,S:1.TV, BROlilfl TO YELLOW 8ROIOI, CLAYEY. wrr:- 4 .0 - 11 O' ~MU V(IH SOFT, VERYSILTV,CLAYr"Y.FINElOHED-
- ~~~~~-REDDISH BROWPi TO RED AT
~~~~ ~~~~T~~E~J~F ~~~~~N IUl'I :iRAJ'tEO. BWM.S REDD!SM MOWN W!TH SHALE FRAGMErS AT 7.0 FEET 7.5' -25.0'SILT BROWN, VERY SOFT, WET 10 I 11. O' - 14. ti' SHAlt:. RED, ~ t GH.. v 12.5' - 22.5' CLAYEY" SILT* HO- WEAT~EREJ -
13.0'-22.4'filll...1!!J..: RED- BROWN TO RED,~SSCLAYEY BROWllWITHTHINLAYERSOFH!GHLY AT170FEET. SCATTEREOSHAlE WEATHERED SHALE FRAG'4ENTS,LESSTHAN0.251NCHES D!AME-ER BELOW17.0fEET 15 REFUSALAT18.DFEET.
- 18. 0' - 20. 0' TRAC~ S OR MED ;UM-G~ [PIED SAND GRADES INTO SOFT, 20 zo 20 RED SHALE REFUSALATZ2.4FEET REFUSAL i<T 22. 5 :~ET A-13 A-14 A-15 A-!6 A-17 A-18 Elev.255.6 Elev.257.8 Auger Hole Auger Hole O Spray P1mcl 0 S ra ;o~.~ ~
0.0' -11.0' F_!_LL -12.S'f)_LJ,_
~ ~ 1/, o.o*-2.c*~
0.0' - 2.D' Uil i/11 2 .O' - 12 .O' SI~ TY CLAV* DARK
~~~r~: ~~i~~rtWL~'.
.0 3.5' -39.D' SILT BROWN,ClAYEY, BROllN,SANOY.----rfNE'i'j)MEOIUP'I
~~Ei .0 FEET IITD-1!ROWN BELO\J ~ GRAINED.
I0 11.0'-14.0'SJLT. RED-BRO..N llITHS'HALEFR~S ~~o~. sfl+~: ~~:~J~~~ow. SANO. BECOMESSAllDYCLAYAT 12.5'-35.5'~, 18.DFEET 14.0'-18.0'Sl:W.[ R£D,HJGHLY BROWNI:iH-RED, L.LAYEY I5 li'EATHERED 15 I 5 LESS CLAYEY BELOW 17.5 20 20 R£FUSALAT22.5FEET. REFUSAL AT Zl.5 FEET Elev. 236.5 2' REFUSALAT25.6FEET A-19 ETe'I. 261.6 30 AuqerHole 0 ' p
!!~~ 2.0' flbh 2.0' 15.6'li!J-1.!!l_ YELLOW, BROWN For explanation of symbols. see sheet 27, Figure 2.5-22.
- 2. ~~~ -~~-at1on of borings.see Figure A-21 A-22 A-23 A-24
'"'ti 15.6' - 21.0' illILCLAI {l.Ll £1ev.264.3 Elev. 265.2 OARKBROWNWITH SCATIEREDGAAVEL
'"'" ~,,~~'"' ...~~~~"
BECOMESBLACKAT19.6FEET. 0.0' -2.0'FILL -Z.O'FJLL 0.0'-2.0'U!:l J.O'fhl:_
.:~
~;,, ,:.,,
zo 2.0' - 12.S' liLT {~: YELLOW-
~R~N~ l~i~~T~~lelm~'. ;E~LO~ ~~6~~ ~Il_~
t:le'l.240.6 ~~ iRi~~~~ ~~:i~~fa~~~e~~~EEN- BROlo/N. BECOMES LI*:iHT BROWN 'lj!TH TRACESCFCLAYATll.OFEET. 1,18 rncH IN DW£HR A-20 !0 ! - 13.0' SHAU HIGHLY WEATHE~Ell. 10 LIMERICK GENERATING STATION UNITS 1AND2 Elev.262.0 ~~~TE~~-~~R~~LE* GREE~-YELLOW, 14.0' SHALE* Elev.252.8 REFUSALAT":3.JFEET ,t,u11errtole REFUSALAT14.DFEfT 0 Spray!°.:'~
~"~,~ 0.0'-2.0'f.W:_
~~6~~ 16.5' ~:
UPDATED FINAL SAFETY ANALYSIS REPORT REfU5ALAT16.5FEET.
~6°~01~~-:~~~ TcLA~~i:
GRAPHIC LOGS SHEET 33 OF 37 FIGURE 2.5-22
A-25 A-26 A-27 A-28 A-29 A-30 Elev.27i.? Elev. 261.2 Eleo 266.7
"~'~l, ..,.';~~.
Auger Hole Spr~ Pond
~-~
"":!'!!>* 0.0' -2.5' ;ILL
'"'":~;pray';~.,.
...t ?!- . J.D'-2.5'~
00'-35'FILL
*~n\-i
~R~N~ ~~A~~y 5 ~\ 1H 17tts y6~l~~~E
, I "'
2.0"-lZli'i;_LAYD::..__iI_"-T(!!J_
~R6~N -w:~H scm~R~~LArn1~~Li~w-0 ~0 5 ~c0r~-~~~~~-
YELLCYil*BRlliN :.~~~" lo .o* ill..L.f!!U ll.rrn COARSE SANO sM.t.LL GRAVEL SA.ND. 8£(.:)M[SOJ\Rl<bROlfflTUBLACK DISTlflCTCOl.0RCHANC.EAT12.0 Al 9 . 0 FEET WITH ~~~y SH.Ii.LE FRAG-FECTO BLACl':WJTH FRA~Errrs OF MEfffS TO 1/4 INr::H Hi O~AN[;ER. WEATHER.ED ~ALE. DRILl!NG!'()RE JRILL:NGDIFFICULTAT 10.5 FEH DIFFICUtTll.Tl2.0FEET 10.0'-17.)'SP"iALE: Y£LLOW-GREEN, HIGl1lY~ATHER~RYHARDFR.1)1 10 ll.D'-13.0'gl_T~. DARK 10
!10-130FEET BROWN, SANDY WITH SHALE FRA5MENTS 12.6'-14.6'SHALE: GREEN.HIGHLY Elev. 249.7 WEATHERED~ REFUSALAT13.0FEET REFUSAL AT 14.6 FEET ElPv. 252.I 17.0' 19.0' ill_I__;_~b) DARK BROWN,
~ANDY.
A-31 A-32 A-33 A-34 A-35 A-36
. Elev.262.9 Ele'ol . 265.5
~*~';:::.::*,.~.
Ele~ Au9erHole Pu11er Auger Hole A1.19erHolera Pond Spray Pond '"'" 0.0'-4.0'f.!il -2.5'~ 0 '
-3.0'~ 0 '
.fr*_,.~ 0 . 0'-J.O'filb_
~*1'"-1}.*
- '-iJJ'./tl.
,, . E,'
0.0' - 2.5' FIL! i'o.?>:,,, ~
~-: ~ ~R~N: ~i~~TWtd~~ '.
- 4. 0' - 12 .. 5' SHALE. GREEN-YELLlli. -6,0'CLAY(CL\ 3.5-26.IJ'~MfDJUM 3.0' - 21.0' SILT (lit.): LIGHT HI~U-.EATilE~ TOOAR.,o;BROWH,BECl)1£SLJ6HT 3.0'll.O'~* YELLQ'lj TO YELcmr-bROWN WITH BECCX'IES BROW'!, CLAYEY. FRA5MENTSOFHIGHLY\lj[ATHER£D BRO!INI~H YELLOW AT 12.0 FEET l'()RECLAYEYBELCNlOfEET.
6.0'-19.5'.llb..l.J.!'.!U SHALE. BROWN, TRACES OF CLAY 10 10 - 101 I0 13.0' - 14 .. 5' ill.!_lf!-1: Ele~. 243. 2 BROWl',S!LTY I 5 ~EFUSAL AT 14 . 5 FEET. I 5 REFUSAlAT18.5FEfT. 21.0' - 23.5' SHALE: GREEIHSI! m~~8ECOHES~TOBLACKAT23.0 Elev.239.4 REFUSALAT23.5FEET. REFUSALATZ6.0FEET A-37 A-38 A-39 A-40 A-41 A-42 Elev.263.4 Elev. 261.7 11.ugerHole Auger Hole S ra Pond Spray Pond 0 0 0.0'-3.S'FILL 0.0'-25'£.!ll:. - 2.0' F_!hh ~;::; 0.0' -2.0'flli -l3 . 0'D1h_
- 2. 0' - : 0. 5' S!L T (ML)* YELLO~- 21.0' SILT !JARKBROWN, 2.0'-29.0'fil!.!.: REDDISH, CLAYEY.
~R~N: ~~j~~r~iL~Lk~~ '. ~~~-9.5'~ BECoR£5RED-BROWN AT
~~~~E~~CCJloll~ DARK BROWN AT
- 12. 5' .liU.._i!!l: BLll.C~
- 12. 5' - 18. 5' SHALE* ~ELLOW"-GREEN, 13.0' .li!:.!._ REDBROllN, HIGHLY WEATHERfD CLAYEY.
1* Elev . 253.J 21.J' - ?4.0' SHAL~. RED-BR~, 20 20 HIGHLY ~EATHERW.- SHA!J.:WEATHEREO. A-43 2' 29.0' -39.0'SHALE. Elev.2JJ .. 1
\lj[AfHERfO,CLll.vrr;- For explanation of symbols. see
-5 .. 0'Ub!:. sheet 27, Figure 2.5-22 2 For location of Darings, see Figure 2.5-20.
10 LIMERICK GENERATING STATION UNITS 1AND2 20 20.0'-22.5'~E UPDATED FINAL SAFETY ANALYSIS REPORT REFUSAL AT 22.5 Hr. Elev. 216.6 GRAPHIC LOGS SHEET 34 OF 37 FIGURE 2.5-22
SP-! SP-2 SP-3 SP-4A SP-5 Elev. Z62 .B Elev.263.0 El ~v. 254 .6 Elev. 254.4 Spray Pond Spr~y PC1nd Spray Pond Spray Pond 0.0'-2.5' £!.!:!. +I/~<" -3.0' £.!.!!: 0.0' *4C'I.!1..b. 3.0' -13.0' CLAYE'SlLT, RED-BROWN,-RACE0FSANO, 6.5' ili.l, YELlOil-BLACKSTAIN!NGl'4.} TPAC£ OF f'INE SANO
- R~N: ~~~E fir~AA~tr(,;.~~LDW-6.5' - ~. O' CLAVEY SILT, YELL°"-
BROWH, TRACE~P<<lSAND B.S' -19.5' filt,OAANGE- (ML) BROWN, ~ANDY (JI.) I0 10.0' -2!.0' SILT, RED-BROWN, 9.0' -16.D' SAADYSILT,RED* BRl)Ol,TRACEC~E 12.0' - 15.0' SILT, O~NGE PLASHC, TRACE OT'"°!ANDANO GPA'VEL('4.._) GRAVEL(rt..) SROWN AND Hl.LmRiROWN, WITH lJO' -15.5' SILTY SANO, GRAVEL(l'1L) PURPLE*BROWN,TAACEOFCLAY (SHj I 5 15.0' -16.5'SANDYSfLT, (~6.5-19.S' "<Ire fme sand YELLOW-8ROWN.~LASTIC 15 5'
- rn.o* SA~OY SJLT.
,.,1th rock-like hyer.: ~~)yl6.5-20.5 ~Y__Q.~_.. RfD-B~l1'oN, TRAC[QF' CTAV(NL} 16.0' - 16.4 SILTYGAAVEL, REO-BRl)jN. SANOY. T~)
lB.C'-210' SIL"l,PURPLE-19.5' -23.S'SILTYSAND, BROllN,FlNESANo;-G'RAVELANO 20 YHLOWBROWN,~RAVEL 20.5' - Z6.D' SILT, YELLOW- MEATHERFD SILTSTONE ("I.)
&CLAY.BLACKVER:TICALSTREAKS BROWN, TRACE FINE SANO (Hl ). 21.0'-21.3'~.
(SM). R£0-BR:OWN,TRACEOFSANO (pt_). 23.5'-26.0' SILT,YELLCW-BRCWN A f)IJRPLE-imillTTH GRAY 25 'fODUL ES : TRACE SAND ~rt..) 25 26.0' -31.S'SILT,RED-BROWN TOYELLCll-BR(Jj~RADESFRl)M i~i~* LAY~~-g~ *ho,. R~~~~~mm
- WEATHERED SJLTSTONE, HORIZONTAL FINESANDYSJLTTODARKBROWN BEDDING PRESERVED Uitl)
CLAYD SILT("-) 30 li SP-SA SP-6 SP-6A SP-7 SP-8 SP-9 0mn*~~8 Elev.254.4 Elev.254.8 Elev. 258.J oil;~:~,;;;;: Sra Pond
- ,.*'$-- oi":,:~ Oi\'°'*;*:~,S fl!!.
- /
0.0' - LS' o.o* -2.5' f!.!:..!:. .E.!11
,, f.!l!:.
tl' . . ,
-3.0' 0.0'-1.5' f11..b. 0.0' -2.5'
/,'/ ~'; '
".'It 111;.
~ ~- # * "'5>/IJ 2.5' - 5.0' SANDY SILT, YELLOW- l.5' -6.9' SANOYSILT,TAH, ~ .;;> "' -
BROWN, WITH SIL"ISTONE L.AYERS (HL}. SOMEGRAVEL-S~ 2.5'-5.3' CLAYEYS:LT.YELLOW-SS-1 2.5' -5.5' CLAYEY SILT, YELLOW- SS*l 3.0' *5.5' SANO'l'SILT,REO-BROWH SS-1 FPA!iMENTS(ML). D-1
"=
J.5'-7.0' SANOYSJLT,YELLOW- S BRCMN, TRACE WSAND AND GRAVEL (Ml.I. PLASTIC, TPACrorct7iVANO GRAVEL SS-1 BR()jN,TRACE~. BRl)Wfj,llJTTLEtf,""ll[lSTIT,TP.ACE 5 5 - (Ml) 5 5 GRAVEL("'-). 0-1 5.5' - 9.0' SANDY SILT, BR~N,
, SLIGMTLYPLAS~GRAVEL 5.5-6.6 SILTYGAAVEL,RED-BROllN SS-2 :~: ~R!~E lt?H~Af~~EOYELLOll-7.0' - Hl. J' CLAYEY SILT, YELLOll- (NL). SANOY,TRACEOFCLM{GH). , ss- GFIAVEL (HL)
BRCMl, ~TTLEO~SAND ANDGRAYEL("-). ss-
~~.-r~c~*Ofs:XVt~ 1 ('4:1~rn- Elev.245.8 SP-9A SP-10 SP-I I SP-llA SP-12 SP-12A Elev.2i9.0 £1ev.26E.7 al;:~:;.~:~(
'fa**.*. ..
Spray Pond
- ,.:11*,: 0.0'-2.5' E!!1. 0 0.0' - 2.5' [U:.!:_ .,/ ,,,_ f.!!:.b o ~i;;:;, ~:~o. 0.0' -2.5' fl.!:.b 0
- ,r, 0.0'-2.5' i"'."*
0.0' -2.5' .E..!!!_ 0.0'-2.5'~ 2.5'-5.5' '()RECOVERY " "' 2.5'-6.4' S/i!'jQYSILT YELLOll-2.5' -6.0' CLAY£¥ SIU, HLLJW- ~ 2.5' - 5.5' SILTY CLAY, VELLOW-SS-1 ;* '* f BROllN,PLA.STI~ BR{llN, TRACE~L}. BROWN, ~TILED, TRACE OF SAND, 2.5' -7.0' CLAV£YSILT,YELLOW-P-1 55-1 GRAVEL(rt..;*. 2.5' - 5.0' CLAY£¥ SILT, REIJ- GRAVEL(CL). ' BR()jN,TRACE~CK P-1 BROWN, TRACE~\NL\. FRAWNTS(Hl) 5 5 5.5' -7.S' SILT, YELLOW-BROWN 6.o*-s.5' SILTSTONE,GREEN- 5 5 I. d_J 1p_z PLASTIC, SM-m-YEL (rt..) ' BROWN, PARTJAIT'fllrim:f[RED ('4.). 5. 5' - 11.0' SANDY SILT, YELLD~- P<<lRECOVERYS.5' BROllN, l'LASTIC~OF NON-8.5' - 9.0' SILTY SMID, HLLOW- PLASTICSILTANOCLAY£YSILT, 7.0' -7.B' SilTAJtDGAAVEL; Elev. 262.9 8ROWN, SOME Gil.AVE:.. (SM). TRACEDFGRAVEL(ML). PARTIALLYWEA~(Hl-~) Ele~. 258. 9 11.0'*12.0' i!.h:!Sm~,OARKBROWN TO BLACK, WEATHERED ("I.) SP-13 SP-14 SP-14A SP-15 SP-15A Elev.262.5 mi:~::;~~'. QiSp"y/oo: Elev.262.5 Spray Pond 0 0.0'-2.5'
*;;. '*' ~~N: ~~;n~M~~ G~~L~~r FILL 0.0' -2.5' 2.5'-5.5' f!l!:.
CLAYEYSIL-,i'(ITTLED
,.6,. FILL
-3.S' £.!!:..I:_
P-1 BROWN, TRACE OF FINE SANC* ('4.) ~£~~' t>.o' llil* ~mm ZOJilES,SILTSTOHEPJECES(flt.). 3.5'-10.0'~,HCITTLED For explanation of symbols. see sheet 27 P-1 NORECOVEliY3.5'-6.5' 5 5 GRAY*BROllH,PLASTIC,TRACEOF 6.0'-8.0' S!LTY_GRAVEL,YELLOW- GRAV£L(Nl). D-1 6.5'-22.5' SANOYSIL-. Figure 2.5-22 l'-1 BROWN{GM) TAN,llITHFIHEGAAVEL(l'll) 7.0' -10.0' YELLOW-BROWN,iijJTH SKALE.OAJ<KGRAY-GRf:.EN POCKETSCTCLAYEYSJLT. For location of borings, see Figure 2.5- 20. 10.0' - 13.0' SILTY SANO, BROWN, FINE, TRACEOfGRAVH~FSANDY CLAY(SH). 13.0' - 19.0' SILT, HLLOW-B~OWN, PLASTIC,TRACEW°TINESAND, SHTSTONEFRAGMENTS(ML). 20 H.O' - 21.0' SJLTYGAAVEL, YELLOW-BROWN, WITl-' SAN~ SP-16 SP-16A
£1'v.257.6
~ 111 o.o* - 3.s* £.!J:.h.
3.5'-7.5' SANOYSJLT, J.5' - a.o* CLAHY SILT, R((J-BOOWN (ML;---- HOWN,T11.AC£~ 8.0'-11.S' SANlJYSILT,t<<:ITTLED LIMERICK GENERATING STATION UNITS 1AND2 YELLOll-GRAY,T~N£ liRA\/El (,.L) 10.5' -16.5' SANOYSlLT,RED-BROWNANOYELLO~OF GAAVEL(l'tl) UPDATED FINAL SAFETY ANALYSIS REPORT ll.5'-14.0' SllT,YELLOll-BROWN,AN[) CLAYEY SILT; TAM'EOF SAND{"-.). 20 - PT HARDER, ROCK-LIKE FR~ 20.5' 25
- 24. D - 24. ~'
FJIAGHENTS GRAPH IC LOGS SHEET 35 OF 37 FIGURE 2.5-22
SP-17 SP-18 SP-19 SP-20 SP-21 SP-22 Elev.251.7 Elev.259.6 A1,1gerHole Auger Hole S ayPof)(J 0 Spn1y =nl~\~ O_O'-l.5'U!:.!:. 0.0' -2.5"flll_ 0.0'-2.5'~
~I~!:;. "'I, - 3.0' .!:.!..!:.!: 0.0' - J.O' Q1l 0.0' -12.S'SlLTYCLAY* BRCllN,ORY,
.;;;;:); ~* #~ii\ 111 SOME PEBBLES.--
3.0 -12.S'SlLTYCLAY ?-5'-16.'i'SILTYCLA'f BllOWN, 2.5' - 7 O' SILTY CLAY BRl)llN, f'OIST, 3.0' - 22.0' SILTY CLAY: PURPLE-SM PEBBLES -- ~R~: ~~~R~~EN'+~A~~~~. s~~~K p~:~~~s ~OIST, smE P[BBi:rs--:--- :~~~* SllG.,'T[V M~SCICE FINE DRY,SOMCPEe~ 7.0'-2Z.5' SILTY CLAY: PURPLE-BIKWN, SLIGHTITMCfIST SM SAND AHOf'EBBLES. I0 10 IZS-1!:1.5'SILTYCLAY 12.5' - 15.0' C~AI: ClARJ; BROWN. 12.5'-60.D'SILTSTONE: PURPLE-BROW",SOPEPE~ WETi.ITHA~LLAMOuNTOFSANO, BRDlnl,SCMFCl~NOPRESENT SOf'1EPEBBLE5. I ! 16.5'-62.Z'SILTSTONE P\JRPlE BROWll, SOME CLAY AND SAND PRESENT 20 22.0' -65.4' SILTSTONE: PURPLE BRO'llNWITHSO'l~OSAN[} P-1 0.0' -2.0' rILL SP-23 l.D'-7.5' SILT 8RO!imTOYELLOliil WITH 10-~5 PfRITNT FINE TO ~DIUM SAND. SCATTEREOTRACESOFDRGA"IC MATERIAL.REC;RED-BROWNBlLO-. Spray Pond 7.5'-4J.O'~:GRl:l:NlSHTELLOW GRADING TO BROWN BELOW ni~lu 12. 5 fEET. ~1 IGHL Y llEATHEHEll, FISSILE, HIGHLY FRACTURED ALONG 2.0'-6.0' SILTYCLAY. PURPLE- 10 BEOO!NGPLANES,SO"'EFRACTUl!ESARI: B!KWN,On.~ES CALCITE FILLED. NUNE:ROUSCALC!TE STRINGERS AHO CLAY FILLINGS. CORE LEHGTHSRANGEFR()l:LESSTHAHl 6.0' -lS.S'SILlYCLAY ;:~~E~~ 10 IPCHES, AVERAGING Z-11 ORV, SM PEBm::-rr:--- 10 15.5' -6J.5'SILTSTOftE BR:M,S~ECLA'fPRESENT. Elev.184.9 30 P-4 P-5 40 S ra 0 4J.0'-46.0'SANOSTONE. RfOOISH 0.0' - 18' CLAYEY SILT: RED lii!H 0.0' -12'5ANOYSILT:R£D'ljJTH GRAY,FtNE-GRA~ACEOUS_WFLL ~~~~~~Er"LE Al() SANDSTONE OCCASIONAL~CLES. CEMENT£D, HARD 46.0'-60.0'SlLTSTOIC-CLAYSTONE:REO TVRrn-BR!MISEOOENt£0fCLAl'sitwiE AllOSILTSTONE. P-2 P-3 Elev.265.0
=1001: - w~!ev. 244. 7
*** o Spray Poncl S ra Pond 0 0
~111::,.,
00'-3.5'~ 10 2.5' - 9.0' SILT YHLOll-BROlil'N. ~} ~~; *o*. 12' -21.0' SHALE:Hll:il-ILY 35'-B.D'SILT WEATHERED. CLAYEVMITH~EP:EDSHALE SLIGHTLY CLAYEY." FRACi"IENTS I !
~l. 0 ' - l 5 . 0 ' SHALE : Rrn- BROWN , SAADSTONE.liilEJ\THEPED 60.0' -62.S'SA!llOSTOHE; GRAY, ~IGHL Y WEATHERED TO 15 FEET.
9.0' -12.D'SllT-:)HALl: GRAY-llEATHERSTOBRICKREO. FINE- 10 BRu.IN SILT r,RAOING IHTO HIGHLY I0 11EOllM[;RAINEO,WELLCEMENTEO 20 WEATliEREDSHA1.E 20 ll.0' -37.0'SIW...E: REO,HIGHL'f 67 _5' - El6 .5' SILTSTONE- Cl AY~TONE AS JOllfTEOT035rrt"l."SCMEZDfllESOF lZ.0'-59.S'SILTSTONE: GRAY-ABO\IEAT46.0'-60.0 r,R:EE'~ GRAOHIG TJ GRAY-RED; HlGHLY FJNE-GRAINEOSANOSTOflE;COfl.ELOSS WEATHERED. 11ANYCALCITESTRINGERS. 15.0' - 44.0' ~ILTSTONE: RED-8RCllN [Jl!SAfOSTOJllE. I 5 llJTHSCATI£RH~FR:ACTURES 1'NDlOl'IECAlCITES1RJNGc.HS 2" 70 20 El!!v. 211.Z 30 30 2 ! 3! 3 5 37.0'-71.0' SAlllDSTOflE:GRA'f, For e*planation of symbols, see sheet FU1E-GRAINED, iilffirmrr'f JO!MTEO, PR(IUN£111T NOR VERTICAL JJilfTS 27, Figure 2.5-22 80 IRQlll-STA[NlNG TO 5-4 FEET. 30 C~E LENGTHS AVERAGE 6 lllCHES 4 0 100 2 For locot1on of borings, see Figure 2.5-20 42' -43' SOFT ZONE 86.5'-94.0'SHIU: REOTOGJ!AY 3 ! GRAOINGTODAR"fBUCK. GAAD£STO 4 ~ SILTSTOME. SOFT FR~ 87.0'
- 88.5'. 100 46' - 4t;:I' BLACK*
46.0' - 75.0' 51W.[: liltAY TO WIHTE ANU
~Alli-COLOR.EU TITBUcK. OCCASIONAL Fl~E 90 GRA!fl!ED SANOSTOflf !ONES. F[W JOINTS JOINTS IRON-STA!NEO TO 57 F£ET.
94.0'-1200' SILTSTONE-CLAYSTONE REOOISH,,..ICACEOIJS,ASA~ 44.0'-65.0'SANDSTOllE GRAY, FlNETOMEDllJl'l-GRAJNEo. 4E.2 -46.3'VrnTICALFAACTURE FllLED14lTHCALClTE ~~ lOC 100 60 ~~TE.&4' VARI-COLOR£D. GRAY Alll LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 59.5'-62.0'MI!OHLYFRACTURtO. llOtt===- 59.5'.61.S'SAJlllSTOME: REDDISH, 60 100 F("f*f1EDI~ GAAHtED, HIGHLY FRACTURED 70
*~*--- GRAPHIC LOGS
-~=**
0 SHEET 36 OF 37 1 120~- FIGURE 2.5-22
TP-1 TP-5 TP-9 TP-12 ELEV. 257.5 ELEV. 261.5 ELEV. 266.2 ELEV. 255.8 SPRAY POND SPRAY POND SPRAY PONO SPRAY POND 0 0 ~--.-----. 0.0 - 3.5 FILL
~*
.\\ .
-- 0.0 - 3.0 FILL 0.0 - 3.5 FILL
~***~. 0.0 - 3.0 FILL
*** ..~*.
*.~*
\\*
3.0 - 3.5 TOPSOIL % .. ~. *
- 3.5 - 4.5 TOPSOIL 3.0 - 4.0 TOPSOIL 3.5 - 4.5 TOPSOIL 5- 5-- 3.5 - 7.5 SANDY CLAYEY SILT. 5- / v 5-4.5 - 11.5 SANDY CLAYEY SILT, H / 4.0 - 10.5 SANDY SILT WITH GRAVELS (SC)
,__///
4.5 - 8.0 SANDY SILT I CLAY WITH GRAVELS. (CL) S-1/ /// (SC) (CL) I/ / S-1 7.5 - 8.5 SILTSTONE 8.0 - 8. 5 SILTS TONE 10- ELEV. 253.0 ELEV. 257.7 10 -.______.__._..........__..__. ELEV. 245.3 ELEY. 246.0 TP-2 TP-6 TP-10 TP-13 r:: LEV. 259.6 ELEV. 262 .2 ELEV. 257.4 ELEV. 259.3
,PRAY POND SPRAY POND SPRAY POND SPRAY POND 0- 0 0.0 - 2.5 FILL 0.0 - 1.5 FILL ~~ 0.0 - 2.5 FILL 0.0 - 3.0 FILL 1.5 - 2.5 TOPSOIL ~\~
2.5 - 3.0 TOPSOIL 2.5 - 7.5 SANDY SILT 2.5 - 3.0 TOPSOIL
~ Y1XI, 3.0 - 5.0 SANDY CLAYEY SILT (CL) 3.0 - 4.0 TOPSOIL S-1 WITH GRAVELS (CL) 5 s-1'VfU' 3.0 - 8.0 SANDY CLAYEY SILT, 5- -
- - - 5.0 - 5.5 SIL TS TONE I SHALE 5- 4.0 - 11.0 SANDY SILT WITH GRAVELS. (CL)
ELEV. 251.9 (ML) 7.5 - 8.0 SILTSTONE I SHALE
~ 8.0 - 10.0 SILTSTONE/SHALE ELEV. 254.2 10 10- ~___,,_-_-_-__,
ELEV. 249.6 TP-7 TP-11 ELEV. 248.3 TP-3 ELEV. 268.3 ELEV. 264.5 SPRAY POND SPRAY POND ELEV. 258.0 0.0 - 3.5 FILL SPRAY POND NOTES: 0.0 - 3.0 FILL 2.5 - 3.0 TOPSOIL vv v / v 5-3.5 - L. .0 TOPSOIL
- 1. FOR LOCATION OF TEST PITS. SEE 5-.__v/ / / 3.0 - 8.0 SANDY SILT /CLAY 3.0 - 3.5 TOPSOIL 4.0 - 10.0 SANDY SILT FIGURE 2.5 - 3C.
/ v S-1 / / (CL) 5--// / 3.5 - 7.0 SANDY SILT/CLAY, v v v (ML)
- 2. TEST PITS IN THIS SERIES WERE I// /
8/ / v TRACE GRAVEL (CL) - - - 8.0 - 8.5 SIL TS TONE MADE TO INVESTIGATE THE SOILS IN t----r-"'V~/.L....t 7.0 - 7.5 SIL TS TONE /SHALE CONSTRUCTING THE SOIL- BENTONITE ELEV. 256.0 10.0 - 10.5 SIL TS TONE ELEV. 250.5 LINER. ELEV. 257.8 TP-4 TP-8 ELEV. 265.1 ELEV. 269.9 SPRAY POND SPRAY PONO LIMERICK GENERATING STATION 0.0 - 3.0 FILL 0.0 - 3.0 FILL UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 3.0 - 4 .O TOPSOIL 3.0 - 4.0 TOPSOIL 5- -v-v 4.0 - 8.0 CLAYEY SILT (CL) S-1 ."FC.-....'. 4.0 - 5.0 CLAYEY SAND AND GRAVEL (GC) 5 -+---+-_-_-_-I
~.}" .. *."
- I/
.* 6.0 - 8.0 SAND AN D GRAV EL POCKET 5.0 - 8.0 SILTSTONE GRAPHIC LOGS 8.0 - 8.5 SILTS TONE SHEET 37 OF 37 ELEV. 261.9 ELEV. 256.6 FIGURE 2.5-22
EXPLANATION EQUIPOTENTIAL LINES FLOW LINES WATER LEVEL ELEVATION CONTOUR (6/24/74) 0 100 200 300 400 500 E1 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT UNLINED SPRAY POND ESTIMATED FLOW NET FIGURE 2.5-23
12" So// cover 0'erv/ce .Rood E/. 255 12 ,. R/~ro.,o Norma/ oec7d/09 Pc?c?/ Level E/. 251 Pc?ad /2 5'o// cover Top 01'>Va?'vrol S'o// 80/lo/TJ E/.241 niter I abric 12 L/aer
/2'" L1/7er
{J'urface of bedrock TYPICAL SECTION Graphic Scale in Feet Or SPRAY PONO SLOPE
/VOTES:
0
------ 10 I II ;: 10 I 20
- 30 I. Tile so/l-be/?/oo//e m1x/v/e /"'o,r Ille
///Jer W/// C0/7SIS/ o/ 7.5 a/o !Jeo/O/?//e ood 92.5 %, oo-s1/e SO//.
- 2. 80/h lhe so//-.benloai/e 11/-Jer o-od /he so// cover were com/JClC/ed to 95 °lc o/' /TlOX//TJV/77 dry dens1l'y de/ermioed LIMERICK GENERATING STATION
/ooccordance W//t? ~5TM o 698. UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL SECTION OF SPRAY POND SLOPE FIGURE 2.5-24
U/7// Elev. WI ( ~/) ( ,,ac7) o /OO 200 .300 400 41 So/I ~z";?A,-=,.--~--* o-+-~~~---~~~--~~~_._~~-----t 123.8 ~ Soil-Benton/le Liner ond Cover (61.4) ~ Soil Cover Liner 119 ~-- 239 (56.b) ~ 2
~
~
In-Si.lo 126.4 ~ \ / - Av9. lndvced 5o/I (61) ~ 5
,,.\ Shear Slress
\
'~
~
\
~
~
~
() 9 \\ B&drocK r8edl°d 230 ;;~~~~~---'-~~~---'~
SUMMARY
OF LIQUEFACTION ANALYSES DEPTH BELOW SHEAR AVE.. l/.JOL/CED FACTOR POND BOTTOM STREJ.IGTH Sl-IEAR ST~ESS OF FT. PSF PSF SAFETY 2 44- 23 /.9 3 67 3~,- /.9 4 YI 4-:~ /.9 5 j/j {,,o /.9
~ /3t:J /2 /.9 7 16 t!.. 84 /.9 8 I b6 96 /.9 9 2.U:i /08 /.9 10 ZJ3 /2C/ /'". 9
// 2!.JI /32 ,/ .9 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
SUMMARY
OF LIQUEFACTION ANALYSES FIGURE 2.6-2&
+
N.8200 SOIL BORING
- TESTPITS SECTION B ""'
SP-4 SP-5 SP-6 SP-7 SP-8
~
N. 8000
'l SPRAY POND SP-16. -+---------------~--t N. 7800
/ PONO PERIPHERY
- SP-13 SP-12 SP-11 N.7600 SP-14 '\SECTION C N. 7400 LIMERICK GENERATING STATION 0 c c c c UNITS 1AND2 0 c 0 c c 0 c UPDATED FINAL SAFETY ANALYSIS REPORT r.n "w
M 0) w M M M w w w CW? CW? ~ w SPRAY POND SECTIONS FOR SOIL PROFILE FIGURE 2.5-26
*~ 0 ~
'7 .... ~
~
.... ~
I.... C) Q
~w ii Ii""
ic
-I zZ
-8 i8 i~ i~ §ti 270 260 FILL PURPLE-BROWN, CLAYEY SILT WITH SOME SAND AND GRAVEL SILT, BROWN TO RED-BROWN, SOME SAND I TRACE OF GRAVEL {ML) 250 240 SILTSTONE WEATHERED, PURPLE-1 BROWN SOME SILTY SAND AND GRAVEL II III I I I I I SILTSTONE, RED-BROWN TO YELLOW-BROWN GRADES FROM.FINE SANDY SILT TO CLAYEY, SILT HORIZONTAL BEDDING PRESERVED*.. I I I I ,
- Ii YIE~SI 111 M11 230 0 5 10 15 VERTICAL SCALE PROFILE A LIMERICK GENERATING STATION 0 10 20 30 UNITS 1AND2 HORIZONTAL SCALE UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND SOIL PROFILE A FIGURE 2.6-27
p, m
.w
~
i~
~
-IC ::>
0 i ffi 2IO 211 CLAYEY SILT, RED-BROWN TO YELLOW-BROWN, SANDY SILT, YELLOW BROWN TO BROWN, TRACE OF SAND AND GRAVEL (ML) t- TRACE OF CLAY AND GRAVEL (ML) u. z 0 j:: C( w ...J w 40 80 120 SILT, RED-BROWN, TRACE OF CLAY HORIZONTAL SCALE IN IJEET AND SAND, TRACE OF GRAVEL (ML) 0 . 2. 1 8 VEfltTICAL SCALE IN FEET SILTSTONE, NEAR HORIZONTAL BEDDING LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CLAYEY SILT, RED-BROWN, TRACE OF SAND (ML) SPRAY POND PROFILE B PROFILE B FIGURE 2.6-28
Ln c,, r... 0 N ~ ~ g;
¢ CD N
ci. w MN CD ci. w NN CD ci. w
"""N ci.
CD jjj Cl) c Cl) c (I) c Cl) c C!1 z C!1z C!1 z C!1 z
~ ::> ~ ::> ~ ::> ~ ::>
a: 0 a: 0 a: 0 a: 0 0 a: 0 a: 0 a: 0 a: en C!1 en C!1 en C!1 Ill C!1 270 266 z 0 ~ 262 w SANDY SILT, YELLOW-BROWN, ...J w CLAYEY, VERTICAL GRAY SILT LAYERS, PIECES OF SILTSTONE (ML) 258 SILT, MOTTLED YELLOW-BROWN, TRACE OF ANGULAR GRAVEL, SAND (ML) IIJoUJJnW SANDY SILT, YELLOW-BROWN, POCKETS OF CLAYEY SILT, TRACE SILTY SAND, YELLOW-BROWN, SOME GRAVEL (SM) I SILTY GRAVEL, YELLOW-BROWN, ROCK FRAGMENTSANDSAND(GM) I ~t~'11tf1~1,!*A* 11nrnr11111111 ROCK LIKE, DARK BROWN TO BLACK I II I I I I I I I I I I I I I 254 SHALE, DARK GRAY-GREEN./ I 0 40 80 120 HORIZONTAL SCALE IN FEET PROFILE C LIMERICK GENERATING STATION UNITS 1AND2 0 2 4 8 UPDATED FINAL SAFETY ANALYSIS REPORT VERTICAL SCALE IN FEET SPRAY POND PROFILE C FIGURE 2.5-29
TP-12 -N-
.TP-3
.TP-4
-- .TP-2 I LEGEND N7880
- TEST PITS TP-9 1
.TP-6 II TP-7
.TP-5 i..._---------.++--------~
I NOTE: THE TEST PITS SHOWN ON THIS DRAWING WERE MADE FOR THE INVESTIGATION OF SOILS FOR THE SOIL*BENTONITE MIXTURE ONLY. THE EXPLORATION OF THE ENTIRE SPRAY POND AAEA IS REFERRED TO IN FIGURE 2.5*26 TEIT PIT LOCATIONS TP-11 270 SCALE: 1": 100' I TP-13 TP-2 I TP-1 I --r---- TP-12 I I TP-3 I I ROCK FILL TOP SOIL GRAPHIC SCALE IN FEET SANDY 5'AAY POND
" " ' SILTSTONE/SHALE SILTY CLAY /BOTTOM, EL 241 0 100 200 300 240 SOIL P"OflLE, ~TH SECTION TP-8 I TP-11 270 I ROCK FILL TP- 7
--4----
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND 240
~*---- __2oTTOM, EL 241 TEST PIT LOCATIONS AND GENERALIZED SOIL PROFILES SOIL PROFILE, SOUTH SECTION FIGURE 2.5-30
SUMMARY
OF DESIGN PARAMETERS 280 END OF CONSTRUCTION SHEAR STRENGTH PARAMETERS (C IN psf, ¢IN DEGREES) UNIT WT. - (pcfl UNDRAINED EFFECTIVE SEISMIC u.._ 260 ITOTAL SAT. c </> C' ¢' c </J z 0 IN-SITU SOIL 122.0 126.4 1.2Pc 0 0 33.5 0.610~ 0 j:: <( SOIL-BENTONITE LINER 113.0 119.0 o.95Po 0 0 29.0 225 20 > COMPACTED SOIL COVER 120.5 123.8 1.2'Po 0 0 33.5 0.6100 0
~ 240 w RIPRAP BEDDING 130.0 130.0 0 40 0 40.0 0 40 RIPRAP 130.0 130.0 0 45 0 45.0 0 45 220 NOTES: 1. Jt =MEAN EFFECTIVE PRINCIPAL STRESS, 2.<Yd"" EFFECTIVE OVERBURDEN PRESSURE.
280
SUMMARY
OF RESULTS LONG TERM STATIC COMPUTED MIN. F.S. REQUIRED CIRCULAR .... CONDITION F.S. ARC WEDGE u... 260 z END OF CONSTRUCTION 1.30 3.8 5.7 0 LONG TERM STATIC 1.50 2.4 2.6 j:: <(
-~-
LONG TERM SEISMIC 1.10 1.1 1.1 > 1.10
~ 240 POST SEISMIC 2.3 4.3 w 1.25 2.1 1.7 RAPID DRAWDOWN -
220 280 RAPID DRAWDOWN LL 280 z" 260 LONG TERM SEISMIC 0 I-
<(
~-
I- w> Li. z* 260
...J w
240 0 j:: <( w 220 BEDROCK ...J 240 w 220 280 POST-SEISMIC u.. 260 z* 0 LIMERICK GENERATING STATION .... UNITS 1AND2
~ F.S. = 2.3 UPDATED FINAL SAFETY ANALYSIS REPORT ~ 240 w
SUMMARY
OF SLOPE STABILITY ANALYSES 220 FIGURE 2.5-31
SUMMARY
OF CONSOL I OA TEO UNORAINEO TR/AX/AL. TEST (R) RESULTS OF cSO/L -BENTON/TE /V/IXTURES E/T'ec/*/ve ~'/Jeo;- S/ress Po.ro/ne/ers:
? ~ 29°
~ c=O
~
"\
I~ I I (\J I~' L. e£_'!/7d: A So// A
- So// c o--~---~~~~-L-~~~~-l~~~~~
0 / 2 3 o; I- u:f 2 ~*sr Noles:
/.~ 41/ Sc///-Ben/0/7//e .spec//7/e/7.S We/*: o//owed
/o so/vrore o/,;d swe// oe/o/-e /es//1?9.
- 2. Po/n/s ~lolled ,represen:I condir/ons o/
ro//ure.
- 3. S/n ¢-=-Ton~_, c =- o/cos ~-
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
SUMMARY
OF R TEST RESULTS OF SOIL-BENTONITE MIXTURES FIGURE 2.5-32
S'l/M/v!ARY OFCON50LIDAT0- UNDRAINED TR/AXIAL TESTS AFTER CYCLIC L.OAOIN&(ck-R) (J,,C SO/L - 8 EN TOA// T Ml XTVRES 2 To/o/ Shear S/ress Po,rcvnel'e,rs
<? = 20 ° c -=- 225 ~s/'
(See !Vo/e 3) Oes190 I ---** __ . __ _ . ... . - t. - . - Cvrve
;LEGENO 0 = 220 jJS/'
A So// A 0---~~--~~~~--~~~~~~~---~~~~-~~~----
$01! c 0 I 2 3 rT; t rT3 kSF 2 I NOTES: /.. All 5011- Beo/o/'lh'e specl'Tleas were o//ow-0d lo solvrol& ood swell ~e/O,re les//n9.
2~ Po1/?/s ;Qlo//6'd re,,oresent coad!/1oas ol rhe e/?d o7 (5) U/7/ror/J? sl"ress eye/es.
- 3. S>a I' =Ton e><. ~ C =-a/cos ~
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
SUMMARY
OF CR:R TEST RESULTS OF SOIL-BENTONITE MIXTURES FIGURE 2.6-33
HYDROMETER ANAL VIII SIEVE ANALYSIS U.S. STANDARD SERIES I CLEAR SQUARE OPEN INGI
SUMMARY
OF SOILS FOR SOIL-BENTONITE MIXTURES TIME READINGS 100
- 3/8" 31*" 1-1/2" 3" , ..... *c; IOMIN.19MIN. 4MIN 1MIN. 50 30 11 to
- .- 10 SAMPLE SOILA SOIL I IOILC SOURCE I
TP-1 TP-13 TP-3 TP-11 TP-& TP-12
~ I 10 ., 20 41 LL 32 37 41
'~
41 I, r 70 30
~ I r
a PL 20 27 21 21 21 20 I
"'z
'° c I
.. Pl 12 14 11 17 23 16
- D!>Q (0.006 mm t~ 2.38 mm) r
~
150 "'
~ ~
a: NAT. W/C 20 21 21 31 30 11
- -- z
~
~
, "'w CLASllFI-CL I
10 CATION CL CL ML SC IC 30
- .... - 70 f
20 80
~
10 90 NOTES:
*a r* a** a 100 I I l I l I I 111 I I 0
8 N 8 8 § §18&; ~ ~ ~ --~~~~
~ "! ~ ~ --~"'O!CI N
* "'""'**I I 1. ON-SITE SOIL FROM SPRAY POND EXCAVATION WILL BE
.002 .OOIS .009 .OHi .037 .074 .149 .297 .590 1.11 2.JI *.71 1.12 11.1 *. 1 71,2 127112 USED IN SOIL-BENTONITE MIXTURE
- DIAMETER OF PAfllTICLE IN MILLIMITlflll
- 2. SOILS A AND C REPRESENT THE FINEST AND THE RANGE OF IOIL GRAIN llZE FOR IOIL-BENTONITE MIXTURES COARSEST SOI LS RESPECTIVELY IN THE SPRAY POND AREA.
HYDROMETER ANAL YllS llEVE ANALYllS
!flt 11MIN, TIME fllEADINGS IOMIN.1tMIN. 4MIN. 1MIN. 290 100 U.S. STANDARD SEflllES ISO 30 11 I 3/1" CLEAN SQUARE OftENINGS 3/4" 1-1/2" ... 15"1" I ..
0
,.,,..-,,. r 1 10
,__- TP
~--
so 'II p
, ,I
-~ ' I 20 II I
I ir-TP-5. 70 OIL e ... ' ,:::1- ~ *~-1 I 30 c-TP-.. G
"'z I
,, TP-12
'° c
~
150 IC t- IO 0 z
- w - ---- - ----
I z~
~
- .. 1.11 '1111 I
"'~
40 90 r -- f 30 70
'Ill 20 80
-- 90 10
.. I I I I I I I . I I I .. I II I I . . . I .. ... 100 LIMERICK GENERATING STATION UNITS 1AND2 0
B C'I 0 rz llS I!~ ~ "!~ ~ ~~'!!~Cl N M .. ll>COr--*OI ~ II: ~ ~~i~ lml* 8 UPDATED FINAL SAFETY ANALYSIS REPORT
.002 .OM .008 .019 .037 .074 .149 .297 .590 1.19 2.38 4.7* 9.152 19.1 39.1 7*.2 1271152 DIAMETEl'I OF PAfllTICLE IN MILLIMETEl'IS SOIL USED IN IOILS UIED IN SOIL-BENTONITE MIXTURE DEllGN TESTING SOIL-BENTONITE MIXTURE DESIGN FIGURE 2.5-34
60
~v v
50 CH -- 40 / 0..:
)(
/
~
Q) "O c ,, ~ 30 v
~
u CL en c
- a. /
20 J
.y** ~ MH or OH Note:
The plasticity of soi Is shown are 10
/
for the soils used for soil-bentonite ML or mixtures. The plasticity chart for the CL-ML / soil in general in the spray pond area OL is shown on Figure 2.5-17. ML .. ,,
/
10 20 30 40 50 60 70 80 90 100 Liquid Limit, LL LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLASTICITY CHART OF SOILS IN SOIL-BENTONITE MIXTURE DESIGN FIGURE 2.6-35
Pe//77eo£J/:///y o/' S0//-8enlon/!e M1xtvre~
\J /Vo/es.* \)
~10- /. All /esl S?ec1meo.~ were ~ \j nil"P---+----- compocted o/ O.LJ//mum mo1s/vre co/J/eol lo dry de,,7s//y eqvo-/ /o ooorox-I- I
//7701 e y y y /o 0/ .-770)(.
. nc o , r ' ,
dry de.?.c;z . ..'y~S,r/v/ LJ-6.98)
- 2. /v1inimum required coe/'/;c/eal o/?ermeob1!/ly
/or des/9nin_q o ///Jer
------ - - ----------r
- Ix 10-6 C/?lJS&C.
I
--**-r--.. ----
I
- - - * - - - * * + - * --~-
. t Oes/gn
;Wix ture:---*
(7.5/o be/Jloo1le ond 92.5 % on-s//e soil_,
/o-B by we/ ht.)
0 5 7-5 /0 /. z 5 30 Benlon1le Conlenl,, %by Ory WI. o/ So//-,Beolon//e /'v//x/u/e LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PERMEABILITY OF SOIL-BENTONITE MIXTURES FIGURE 2.5-36
=~. ,. . ~..," " . . .,.
H llACJ<FILL: 5El.f.C.T c;ia,,.. ...uLAll., Cot.1£.ill!T! 1
~~* ..i c.&Mtlol'Tl'TIOU~ ()fl 1'(9! 1
/i,.; -o .
~,_.~~~---f----{~*~,.MIN. DUGT ""'""
'T'fl'ICAL. DUCT '!"11.!.NC.ll ~JON IN ~00\
'11H.
l'(PIC,6.L ~iGTION 1"i VM.VE Pl1io G 0' ,_o ~ ~ ~a.E.Te """-"'Fll.l-I.. f'(l"I~ ~T°iot-J ,..T !U(;.T!.I~~~~
~~t.&r"b~~~~~.rQ"""'
~oo..ac.~~ FIGoUAe t.S*'ZO f
I ,,.,,,; 1YPK>.L PIPE eEDCllMQ '!>Q::."T~ 11.1 "iaiL. F H- - - - - - - - - - - - ------ !ilot.1t; 1
------------+~-------=--'-'---------------- -------------------------~
l _-....,..;--+---_-_--. __~-h __ f------..---- - r ___(R\ I , ~ '-J l1%~o;)
!~ ~ i " "'6100
--------~--~-....
~,...,,,* ~ i----*--
E
~ I l
i
--~~j-1-i11'.>ilit~ll._,:~E=-'--~11------_....,_+..-4~**
---1--------.,.........1.~- ! *I
~ ~i N '100
-------- J'*oo
D 11_6000 LEGEND c / ~ NDICMES !L!...,..TIOl-J at'- !lC~TICIH
~ * ~l'!IMIG ~P1h' f l'IPl!Llto.11!
(tlan.*QTMPI P,PJL,.... ~ ...WC>>Wll!Vl(.I.) HOT~ l't:tlll QMl'TY)
-'l.00- Ol\IC.IN"'-L C111Cu ... o c.Ql.ITOUF\s TOP OF SOIL --180-- flOU\ GOHTOUP.~
@f--------+':____ *~
V,/_A 'TP>E>IC..H~ fOP, ~~M 1'- CA'T'iGOP.'( 1 V~ FN:.l~ITI!) i D 1/ \ B I \ n.oo* ~--*
** ,.,J ; ': ff.00 LIMERICK GENERATING STATION UNITS 1AND2 I
I I 111.d I '~ UPDATED FINAL SAFETY ANALYSIS REPORT l1ss.s I
--...--+-......----.--.----..----+-...----.--_,- SHEET Pl UNG LIMITS OF EXCAVATION FOR 01 TOP OF SOIL
---- ------.~;ot-------------.!...-.a...r-...A.--l-.....6.-_.c.___A-_....11.........,!,;µ1i..-_..._--'
EXCAVATION POWER BLOCK A (UNIT 2 D.G. BLDG) (UNIT 2 BLDG! (SHEET 1OF11) FIGURE 2.5-37 I 7 6 5 4 3 2
I //
/ /
~
,/ I ;--~~-/
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E F N63!!_
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F N61l()O T~/k5ll*./~~ S!._.//LD1/.;G E D --J-- I.
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pt. c '(If., ,- E.:___ ; *'
*/ ' 1_/NDtRGCQUND I
l
'\ ' ;___________ b~~------~*~-
. I J' LIMERICK GENERATING STATION 4 UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT A LIMITS OF EXCAVATION FOR SEISMIC CATEGORY f PIPELINES
...! 8t ELECTRICAL DUCTS
*H~ET Z Of 11. - ..
- 7
' 3 2 FIGURE 2.5-37 .
COO[.!NG roweR UNIT I
\I y
I
\ ,i_
\
\
I I
\ /"
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\ '!
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T"E-tJc.l'l FOR '=>el ~MIC. CATl:Gl~Y 1 PIPE.I.It-IL:. I
\ NMt5 l5-_
CJ(,,i?' LIMERICK GENERATING STATION
\
r' UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT i A LIMITS OF EXCAVATION FOR SEISMIC CATEGORY -, PIPELINES
- ELECTRICAL DUCTS SHEET 30F'11 I 7 5 4 2 FIGURE 2.5-37
N"'2o G H G
/
F
----r----- J_
/
' -,~o......_
E
-~--o __._
---------*. -._ _ J_ *-
---T D I r-
[;Q,',1 JV' ST P f:.[j_<'N PFACT:_"'P SU!cD1hG
---------- -------- - '-f-*
c ,-~--;--*-----* I LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPO-RT I* A LIMITS Of-l><tAVATIOrt ttofl* -* .
/
~
0
- l SEl~~:=;JlmlNU tU IHll1'4 ... JJ_,
- 7
' 5 4 3 2 FIGURE -2.!j-37_
0 E F
- --1 H
I-
~'~ I
'o"!COWT.SE.E. ow~.SK*C-il~3 N7_~00
~I I Ir;;;_ In.. oal I
"'" : ~r"
§}I
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'a'
*_;, )-........-r--1'
-~~---'-'---"-'--!
G F E D c
\;
~-
v (
/
I l LIMERICK GENERATING STATION UNITS 1 AND2 I UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR I A I l r'-16400 SEISMIC CATEGORY T PIPELINES It ELE CTR ICAL DUCTS SHEITIOF 1t
- 1
' 5 4 2 FIGURE 1.1*37
-+
'*/ v y -y-I
/
/
I CK GENERATING STATION .. LIMERI UNITS 1ANI)2ALYs1$ REPORT
. TION SAFETY AN UPDATED FINAL fOR .
. LIMITS OF EX~~~~ PIPELINES SEISMIC CAJ~~ICAL puers .
& EL:..EET I OF 1_1
- 7 3 2 FIGURE 2.5-37
E.LEC: TP.ICAL !JIAo.NHoL!!' --t-I
~
I
~*~------------- ------ ~._
GENERATING STATION - ,
\\ LIMERICKUNITS 1AND2 _LYSIS REPORT
-- -- -~FETY ANA
\
TION FOR E~g~~~ PDATED FINALS u 0 /() LIMITS OF PIPELINES, SEISM~~iNiicAL~~~SE SPRA~~~~ ~F 11* 7 2 FIGURE 2~5-37
C) () cJ0 IQ "I H
- 1 I
I
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I l:llt-<'**)
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115800 IOI
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u
~~.11.<11::1~.~~""
'!~~~~~=- :-~~*~~ _.
~c aA"*=£ .-.:..1. ~"' w-7*
MC M ~-# ,llfC W UQ...el'fEOlfS OETAIL 11:1s.
@ t.
,,. ~Cll'JC.rnOAI ...~,<* "*
-TA'-'AT'°" O' **II*.-"~
(l'W.Ol'&cT. . ~C-~-1'
- ~e.t.fO/ 4Qr-C* 19.
c LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 5ECTION@) LIMITS OF EXCAVATION FOR DIESEL OIL STORAGE TANKS SECTION@) a DIESEL OIL LINES SHEET 8 OF 11 3 2 4 . . FIGURE 2.5-37 Rev OB 1V98 7 6 I
(PROJECTED 10 FEET WEST) (PROJECTED 30 FEET WEST) (PROJECTED 40 FEET SOUTH) (PROJECTED 40 FEET NORTHEAST)* N 00 (.!) (.'.) z (.!) z z 220 200 (PROJECTED 10 FEET SOUTHEAST) N co N (.'.) z PROFILE B-B (FROM SHEETS 3 & 7) (PROJECTED 30 FEET EAST) . WEATHERED BEDROCK: REDDISH-BROWN SI LSTONE; <l'. co 0 HIGHLY WEATHERED AND co (.'.) FRACTURED, GRADING LESS (.'.) z WEATHERED AND FRACTURED z DOWNWARD. er: 0 a:l NOTES
- 1. THE STATIC AND DYNAMIC PROPERTIES OF ROCK ARE PRESENTED IN UFSAR SECTIONS 2.5.4.2.1, PROFILE C-C (FROM SHEET 4) 2.5.4.4 AND 2.5.4.10. THESE PROPERTIES ARE ALSO COMPILED IN TABLES 2.5-3, 2.5-11, 12 AND 13.
- 2. THE SOIL PROPERTIES ARE PRESENTED IN UFSAR SECTION 2.5.4.2.2.1 THROUGH 2.5.4.2.2.4. LIMERICK GENERATING STATION UNITS 1 AND2
- 3. Fl LLS ARE PRESENTED IN UFSAR SECTION UPDATED FINAL SAFETY ANALYSIS REPORT
,* 2.5.4.5.4.
60 80 100 I
- 4. SEE FIGURE 2.5-22 FOR LITHOLOGIC LOG OF BORINGS. LIMITS OF EXCAVATION FOR SEISMIC CATEGORY I PIPELINES
- 5. CONTACT BETWEEN WEATHERED ROCK AND ROCK SHEET 9 .OF l1 IS GENERALLY GRADATIONAL OVER 2 TO 5 FEET.
FIGURE 2.5-37
co (PROJECTED 10 FEET WEST)
. l9 N 260 z <.::>
cc: z 250 0 co 240 ! -FACE OF TURBINE BLDG. 230 220 210 200 BRUNSWICK LITHOFACES: REDDISH-BROWN SILTSTONES WITH INTERBEDDED SANDSTONE AND SHALE CONTACTS ARE COMMONLY GRADATIONAL UJ UJ z z
- J
- I:
u 270 ~ 260 ~ 250 240 230 w cc: z *SPRAY POND g NOTES PUMPHOUSE ,
- 1. SEISMIC CATEGORY I ELECTRICAL MANHOLES ARE 280 FOUNDED ON BEDROCK OR ON CLASS A CONCRETE 270 BEARING ON BEDROCK.
260
- 2. SEISMIC CATEGORY I ELECTRICAL DUCT BANKS 250 ARE FOUNDED ON BECK ROCK, WEATHERED ROCK, 240 DENSE NATURAL SOIL OR TYPE I FILL.
230
- 3. CONTACT BETWEEN SOIL AND WEATHERED BEDROCK AND BETWEEN WEATHERED BEDROCK SOIL AND WEATHERED BEDROCK AND BEDROCK ARE GENERALLY GRADATIONAL BRUNSWICK LITHOFACES: UNDIFFERENTIATED REDDISH-BROWN OVER 2 TO 4 FEET.
REDDISH-BROWN TO GRAY, CLAYEY SILT WITH MANY ROCK FRAGMENT OF SILTSTONE AND SILTSTONE, SANDSTONE 4. SEE FIGURE 2.5-,ll FOR LITHOLOGIC AND SHALE. SILTY SANDSTONES DESCRIPTION OF BORINGS. PROFILE OF ELECTRICAL DUCT PRO Fl LE SHOWN IS FOR UNIT 2 PROFILE FOR UNIT 1 IS SIMILAR LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 40 60 80 LIMITS OF EXCAVATION FOR SEISMIC CATEGORY I ELECTRICAL DUCT BANKS SHEET 10 OF 11 FIGURE 2.1-37
'* \
\-.----U4--\\-//#.~~~~4?lf'ff{jf~~~'-:: Jl!_:__j_-:=:-coo~=-:-,.;~;~
..c11+~A\-----:-+-:----:-~t-7--X--z:7:/~
1
\ .
\_
\
\\'._\
i
)*
/
\J'
"\
\
\
/
/
- ~/
/
. \
LIMERICK GENERATING STATION
\ UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR TYPE I AND TYPE II Fl LL SHEET 11OF11 FIGURE 2.5-37
EXPLANATION r----, Area underlain by Triassic rocks of L___J Newark- Gettysburg Basin.
--~-: Mapped Faults (type unspecified).
~ Boundary of Coastal Plain sediments
*-----' Location of geologic section shown in PENNSYLVANIA Figure 2.5-3.
"t READING NEW nolfo1lt F. JERSEY
,TRENTON Data Sources: Triassic basin and associated faults from Fai II ( 1973) in Pennsylvania and from Olsen ( 1980) and Rotcliffe(l980) in New Jersey.
Other faults in Pennsylvania from Penna. Geo I. Survey state geologic map {Map No. I; 1975, 1980) MARYLAND ' 0
- - -- - 25 Miles I
I I LIMERICK GENERATING STATION
\ UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT
\DELAWARE I GEOLOGIC STRUCTURE., VICINITY OF NEWARK. - OETTY18UAG IAllN 76° I
FIGURE 2.1-*
SURCHAli!GE, <\I
~ ~ t ei-ROU NO WHERE~
(
.a<e
~ SUr.iFACE NOTES:
....... l_,.,"' 9T°/l;fl(.., t../t..T'E£/"fl- A.C.:f"I VE
~ CMTH
~
A:>1, Poz, Po! *THRUST RESULTING er
' **~. ...... ~ : ,,,.~s< c..0EF"F1c,,t£Ni FROM SOIL IN TME 'AT REST' STAT!! -:cl *Ko COEfflCIENT OF EARTH 10 2 Pw *THRUST R.ESULTIN4 FROM PRESSURE 'AT REST 11 *0.70 ~
UYDROSTATIC PR.ESSURE e! Fbu c TM~UST RESULTING F~OM ~b *BULK UNIT WE14UT
- 135 p.d~
~
DESIGN SURCMARGE PRESSU~E 'If 1* 8UOYANT UNIT WEICiMT
- 77. Sp.d'.
~ WATER fA£1.,f'A£1* THRUST RESULTING- FROM ~s *SATURATED UNIT WEIGUT*l40p-cf. ~ TABLE IL C fJ ..... DYNAMIC ACTION OF SOIL
- Vw
- PENSITY OF WATER* 6~.5 p.c f.
I
<4---+-+-"':;..;.><............, WATER. (seeo-WMITMAN
--- FO~MULA I 1~10) <<\'
- SURCMA~Gf PRESSURE*250pd
----~-
K~*MO~IZONTAL ACCELERATION/9 Poi * ~ Ko lS'b ( M-l) 2
~ 0.015 F'oll 08£
- t Po2 *Ko ?S'b (M-l) L 0.15° r()ll. SSE Poa
- It Ko II' La Pw * ~ ~w L 2 Po2 Pou* Ko q, H
..J PAE*~ 'lJ", M2 Ki,.
P>.Et
- o.3 (Jt-1'.v)l<A'l~H 1 PAE2. * ~ KvkA Ys H" Po.E = <J.H(1+1<v)o.6!<.;,+J/.1Kv Kv =YERT'!Vlt.. AecEl.B/tTlf/111 /§ TOP OF 8ASf MAT * ~~tro1vied rt. t"a1t1lt1B =~Kh t w-atl t'.4?!:>4Mpt 1 ofl u~t..d
\ SECTION THROUGH SOIL AND WATER PRESSURE DfAGRAMS EXTERNAL WALL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LATERAL SOIL PRESSURE DIAGRAMS FIGURE 2.5-39
N I 0
~
V) 0.. E 0 N
~
w§ 1-- 011 Z(.!) M I 0 c
?-
z v <( I a: 0 I-(/) a:
<(
w I (/) (/) (/) a: Q Q z
<(
Q w w (/) w (.) z w a: co w u.. I w 0 a: 8N 0 CX) 0 co 0 v 0 N 0 0 0 CX) 0 co 0 v 0 N 0 z:>t LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SHEAR MODULUS PARAMETER, K2, VS. STRAIN PROPERTY TYPE I BACKFILL MATERIAL FIGURE 2.5-40
..--------.---------...--------r-1 N
0 (") I L,.;;..--------'---------+--------....1---------+--------+-------~ 0
-E E
("- z
.q-I L------------------+---------t---------+------~+--------+- 0 a:
li; a: w
- I:
(/) 0,.... I!> O> I 0
~
a: c c z c w w (/) w u zw a: w co LL I w 0 a: I!> 0 I!> 0 0 N N
% '01.l'v'H ~Nldll\l'v'a LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DAMPING RATIO VS. STRAIN PROPERTY TYPE I BACKFILL MATERIAL FIGURE 2.5-41
o: o* o* 0 EXPLANATION
"'*w 0 0
~; ~I
.... ! w LITHOLOGIC DESCRIPTION 1oy Strike ..i dip of bedding. B - Bru,..;q. F9!!!1!!ion - Roll 10 - -,
N8200 inar~-
******-*-**-*t-*-**-**-**-
Joinu - lroctures, - i n g dip; ..iicol joint {right); 81-Bru-- - L.acl<8blllf-dall>ed ~indistinct. r-B2 - Bru"""""" - - locblionl - or...,_ or - - Dip of slick..-.ided joint pt.,., - i n g dip of llict..-. L - l.ocbtonp Formotion - lllook ,,,.
!Note: dip-slipli,_,ion..._,.I with~ - 10 -
unitJ _,(yp
~0.-9o-Repraontotive joont. - i n g of dip - joint opocing. L1 - Light m - . . , -*wry hlnl. , . , . . _
IS. abbreoiotions below.I .-...S - with minar lilly * - llZ-3'sp stone; - -- *
-y.-...
......-.of d LoC811y -
looqirinls L2 - Block to cWk -*hood,
-or~;-
Prominent bedding-pi.. cl*y mmT1. L3 - Yellow to brown. - y ~lino-ta
-vt~llilty-.-*
Vert1Cal or 1WJeM1ertal slope in excwation; n.:hulW minor,,_;--w.-.. _ _ y .... . . - toward lower lido.
\
L4 - Bisi<, highly - ~;ill Denotes elewtion of excavated surf-=e a1 location shown. port-y 111000 1I Lithologic uniu recognized in IS. description at right.I
~inu.
-4 Exposure of black Nte members of Locka1ong Formmtion.
\1Af1.____J"'2 4
Location of Geolog;c Sec;tion (Shown.., fi11Ure z.5-43)
,J (j) hngul* joints or lrocturm; -
- l l y @ Prom;,_, - - . , . . - ot - otlicipo I
WMthenld - o*iclHtainod, - with clay {1' to H/2' thictl. films. Width is shown - . cio.-tpoced
- .:;_-::.:.i=-,
fr-=turm form MrTOW zone. 2" offwr. N. - dn. froctu,. mno 2-24" 1! @ Froc:turezone1/2"to24"wide;upto2*1/2"
~t right latorol offwr-; zone cloya>otod, I tsminates ctownw.d at L1-L2 oonuct. (I) F roc:tu19 zone; lroctu,... dip 10"N to 7o"s I
i @ Numerous curving. gantly dipping slidcen-lided joinu. Striotions - pure dip-llip within zone 8 widll; iron-bned lfitd
- *No olhou. All mft motwiel
- to firm rock .
.,J .tjustments.
/ @ Low*ongle joinu with llickensides e . _ i in slope.
8 - pion - -ions - OXCOWlion con*mion prior to Pi1acinQ lining or t.dtfill.
~---- ABBRElllATIONS USED:
N typ.: typicol or typicolly; umd to indicote joint symbol shown .....,_u a 10t ot numerous repetitive ioims prom.: prominent
-*=-
..,.: spocing mult
- multiple; refon to wry ck>se-tpoced porollel
/ JOints - at -11.-n end of pond I
1 I I
-- .._ _l__j__ _ti.__J I
,A_ _ _ _
_l_i____ I-.--
-L~==t_ __ _ LIMERICK GENERATING STATION UNITS 1 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT 0 50 100 150 200 SCALE IN FEET GEOLOGIC MAP OF 9'RAY POND 8 7 6 5 4 3 2 FIGURE LM2
NORTH SOUTH ....J en ~ 280 1~ 280 Prominent green shale bed z z 0 0 240 240 L5 <t <t UJ w
...J ....J 200 200 UJ w N8100 N8000 N7900 N 7800 N7700 N7600 SECTION A-I EXPLANATION Brunswick Formation Lockatong Formation l Black claystone or shale members
"----------1*-1 shown in dark stipple J NORTH SOUTH 280 ,~
14--------Spray Network "C 280 ....J NOTES:
....J (/'}
I Tuffaceous, soft I. Southern continuation of Section A-I is shown Cf) ~
~ Concrete backfill to El.239 in Figure 2.5-9.
z z 0 2. For I ithologic descriptions see Figure 2. 5 - 42. 0 240
.... <t 3. Rock surface at spray pond networks was
<t backfilled with concrete to elevation 239 lsee Section A-2).
L 2 t projected) >
> L5 UJ UJ ....J 4. Location of sections is shown on Figure 2 .5 - 42.
...J 2 00 200 UJ UJ N 8000 N7900 N7800 SECTION A-2 LIMERICKGENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT
. SPRAY "*D CIEOLQGfC SECTIONI FIGURE 2.1-G
+
N j ~ CaNDE:.fJ Sf.>...lt:-_ <;,-ro~~~t:.. ,-p...~ ~
- UNl1 2. 4.o'
~
/ 1~ 11 BliU~1t--..10U~ ~UP.f~C...~
( w/ 4 11
~Uf;B~i:,e I
E. L. 2 '2'3 .. O
~---. . . . -z.-z;
- 1 I TYPE. !I fl LL 4d+/- 100 1 +/-
-------- - - - - - ---*- - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - t - - - - - - - -
I I I
- I i it' i ,.
i
- ~ELl/O.o
-1
?.:.\:/~TOP OF F.Oc..1"1--
-- ~E.L.l~O-~
a.tMEfUCK GENEftATING ITATtoN UNITS t MO 2 . UPDATED FINAL. SAFET-Y ANALYSIS REPORT CROii SECTION OF CONDlllMti ,
. TANt( OIQS .
FIGURE 2.5-44 *1
- 10,....---.-----------.-----y-----~----..-----r----r---...,,..A>-~
o i) I I I 01"-----1------1---~i-----+-----+-----t~---+----t---~r--i---1 I
!/
0 I I o
"'c= ~
u e0 c 0
-0 -n e-
.H I -
- I*
0 ~
', dl
°'
9 0.2 ' - '°:' ; I U ----t---+----4 I I 0 - v
--....-1-- -1o- -~ ~ 'lo-- -
*1"0* 0 a: y * ~*II 0 *1 0
I e o.z 0.4 OA 0.8 1.0 2 Rock Quality, (VF/VL), ROD
REFERENCE:
WASH 1301 REPORT (1974) LIMERICK GENERATING STATION UNITS 1AND2 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
I: I T I j 3
~
r z l
~
~
'b.oooe I I I o.ccm I'D O.OOI OJXB O.OI 0.03 0.1 j
tf
- c -
g Q8t-------------+-------------+-----~------I c 0 ~ ! 0.61---------1~------+------.... .,J~: -~ Q41----------t-------.-.------------1
- 11 j .5
~i 0.2~-------.________ -+------------t 12 ~I 0 ._____________.._____....______..____.__ _-6 ., ~ O.ooot 00003 QOOI 0.003 QOI 0.03 0.1 Sheor Stroin. 7*permrf
REFERENCE:
SCHNABEL, ET AL (1971) LIMERICK GENERATING STATION UNITS 1AND2 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 - - - - - - 0 0 ~~ 0.2r----------------~--+-----------~~--...---+-----------..:..-__.:_____~~~~~~------~ 0-------------------------------------------------------------~i---------------------- 10-4 10-3 10-2
- Shear Strain, r -percent
REFERENCE:
SEED AND IDRISS (1970) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT VARIATION OF SHEAR MODULUS WITH SHEAR STRAIN FOR SANDS FIGURE 2.5-47
LEGEND N8400 Jj\%] ROCK Sl.6PB'
~ STRUCTURAL EXCAYATfON NOTES:
- 1. SEE FIGURE 2.1-41 FOR ROCK SLOPE PROFILES.
- 2. ALL AR&AS OF WEATHERED
~EDRQCK WERE EXCAVATED AS SOI l ANO C~T AT 4 TO ~.
Naooo i - - - - - - - , - - - - -
!,................---- ~Approx. top of rock
) (gradationa I contact )
I I!
~\
+-----+-
- I '
\
/ ,:___-Rock bolts installed in 2: I slope SPRAY F'OND I i OVERFLOW I I Excavations for column footings STRUCTURE / \
/ I I
I
, I I \
r\_l N7600 0 50 100 150 200 I i SCALE IN FEET N740Q_
-1 I
LIMERICK G£NERA11HG ITATION
!! ~ ~I 0 0 0 0 0
~I UNITS1 ANb2 IP N
- li r<>
lJ.J ....<t UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-48
s See Fig.2.5-24 for N 260 rip-rap and liner detail Mox. Pond EI. 251 250
=__sz__
Top of competent Soil and highly s N Header pipe weathered rock roe k ( oppx.) cone. encasement 260 240 r- --==~-::::::::::-- --- 1,l._ _ _ _~-- 250 SECTION D ----..... Hord, gray c o l c o r e o / 230 siltstone SECTION G s N
-- -r--
Soil and highly weathered rock----... Shotcrete 4" min. 260
----- ~-250
------- ----~ -----
Gray, hard. induroted (calcareous) siltstone and fine so ndslone
-------- NOTE:
Compacted soil cover FOR LOCATION OF SECTIONS, over soil-benlonite liner SEE FIGURE 2.5-48 SECTION E s 0 5 10 20 30 40 N 260 SCALE IN FEET 250
-------=- -------
---/--
LIMERICK GENERATING STATION UNITS 1AND2 Fresh to moderately weot hered brown and Ion siltstone and UPDATED FINAL SAFETY ANALYSIS REPORT ) silty sondstone 1some cloystone; cloy films on some bedding plans SECTION F SPRAY POND ROCK SLOPE PROFILES FIGURE 2.5-49 -,}}