ML21133A063
Text
v NEW YORK I "
-~N~~ /
I~~;>
I :;z:
NEW BU AGH I
NEW BRUNSWICK
\)
91
.}Ji!
\.'
_,*Ii fJ CHAMBERSBURG NEW JERSEY
( i'
? ;!
11 7
jj
~IIs}I
' 11
~LANTIC CITY 1 DELAWARE ATLANTIC I
~ MLLES OCEAN 10 0 10 20 30 4()
==~
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'FIAY PONO @ TWO HVAC VENTS FOR REACTOR ENCLOSURES N 331.782 E 2,603,786.5 ELEVATION 416
@ HOT MAlNT[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 EL(VATION 423 FIGHT STACKS FOR Ol(S[L GENERATORS N 331.700 E 2,603,786.5 EL(VATION 253
@ WATEA VAPOR/DRIFT TWO COOLING *OWERS N 332,798 E 2 ,603.4 74.5 E 2,604,158.5 ELEVATION 764.5 0 SCHUYLKILL RIVER DIFFUSER DISCHARGE N 330.311 E 2,603,021 COOLING TOWER COOL ING TOWE A ELEVATION 104 UNIT 1 UNIT2 WATER TREATMENT EN~ L.OS~JRE.
TECHNICAL SUPPORT CENTER BUILDING IT SWlTCHYARD 0
L
~ PLANT !'ARKING TURBINE ENCLOSIJRE I TURBINE ENCLOSURE HYDROGEN UNIT 1 UNIT 2 ENCLOSLIRE RAOWASTL*
ENCLOSURE I
J ,
//
7~ .
tN.
~
I I I I I
\
'\
25' 75' NSij
- ?00' I
400' I~
\
I :1
- 0 -0 \ o* so* 1oo* 300*
m ~ HOLDING \ '
r* Z 1~
"Tl r- POND .............. \
m""tln
)>r -
z
)>
im '\
1~
(/) 0 "'ti m-1 )>
r- :xi
"'ti -o r (I) 0 \
)> c"'
or,, ;:::: ! Ci) 'I SLOWDOWN WATER PIPING
-Z*7,...
.'Jl> )> -I -t m
-( (I) z ~;o SCHIJYL KILL RIVER
..... **- '.:..! m cnl>r )> ....
"Tl z :::j z > :D QO< :J>. z >
r- 0 ~
- xJ z Vi -( N z m0-4 I.fl C>
,, ::0 :rJ (ii en
- 0 m ,,~c ::J:I -t
< r .....
c ..... -4 n ,,
m 0
>-I Oil' mr c: :l'1 0 0
-.J z :l'J -I z
- --. -I f'l'l 00 N
Vi en
.~~~--~~~--~~~ **~~--~--~~~~~~~~~~~~~~~~~~~~-~~~~
E I
OCKLAND
/ /-~t:~
HEREF 1
I ~D I s T R I cT I L F 0 R n BEDMINSTER r '
1**u.-a-i<ii"""-Lf I
W E S T I I
< e,;
o_uBUt.l I I
0 L E y I I
G...-~s~,,.,.
I I EARL I I I
', ~EW
...., -, _,... _""'1!:.""'Brto ...r.-_/
Wt: R II F 0 R I>
TO
'Wi'l<'"(l.0''
t: N I w ' ""-.' ....
II S II M' 0 (' K
/
I
(' A 1-; R N A R V 0 N LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT POPULATION DISTRIBUTION GRID 0-10MILES ,
FIGURE 2.1*5
POPULATlQN l(fl' L) On~* J00.000 S.000 lo H) .000 50.000 lo 100.000 @ 1 500 lo S,000
@ 2.HlOOtcd0.000 o l 000/o 2'.500
@ 20.000to 25.000 <? 500 10 1-000 I 0 000 to 20. 000 2 $0 10 SOO l/J>der 250 LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT POPULATION DISTRIBUTION GRID, 10 - 50 MILES FIGURE 2.1*6
LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT LOW POPULATION ZONE FIGURE 2.1*7 REV. 11, 10/82
~ ~~~~~~~~$
c::==J M~IID$
c:::§§::=:J ~~~~~@~IID
\
[!:JJ~@J@m~~~
(!!J~[M3 'll -~@) ~
ll:DlP~~ L50~ ~ ~YlO ~OOIT'
~l\'Ul@!it]~~@)
[;J[JP§[1JJ~~
I~
n.,o~rnooo©~ rnG\'JrnOO&ilYOG\'J @lY&ilYO©G\'J lVJG\'JOlY@ ll &iG\'J@ ~
QJJl?@&i'il[g[Q) ~OOO&i[b &i~~W &iOO&i[bWO ~~!?@[Ml
~0.frol?@[~1'TI'@ ~[Q)_
~arrow~'ti rro@UdJlJ'~@
.:.------~-
OJ)~~ Cfillll~~ ~
(lD~[f[f '(] ~@ ~
l\ll~@b.\'ii'~© ~o~~ ~~ ~~!b~D [Kl~roOOTI'
_)
~©:Q) ~@) ©@b!!!J~[fil[l&
~ l?Dl?~!Rl~
I ~*
.2 2 g 2 2 2*2 2 2 2 . 0:. @, @, @, @, @. @. @, *@.
~ ~*~*.
~. ~ ~ " ~ ~ ~
~
@) @) @) @) Q!2l @) ()!i1l @)
~@@ @)
Q5l)
@)
G=> .
Q5l)
G=> ~ *~
~ (j>::,
~
@)
cr1:l (j::;:>
~
Q!lll
~
~
~
t;}@@
0
~@@
OO~ie\~'il@!ru lVJO lS© OW!@
@ 'il@@ ~@@ ~@@ @@@
~@tr§g ©Atr~ §~~~1@@*~~0 &lo oo@@~~~
- ~n~@;.W@§©b(~ ~a~*!?~ a~*liiXl§ ©~ *. n,~W.O©C:S:~~ciiJtm~@r~~'U'tl@m .
. 'if@~~~@@!? ~Dlb § 0 . !U.~77°0 * . .
0
- ** ** ** .; ._ . . :b.. mw~1}.~:Z1 ;*. * *~: * * * ..
~!}:011;"11. W§~li'!Xl§W (M§~fi~
- . -*~t?~~~~* ~o~£[~~~"~~~~~~~~r~~~~~r-...
- .~o@o~~~~~
~§1!:.©©0tr\? a!~ll?IMID
~@@
~@@
- @~~ll'~OO©f§ U~ll'oD
~@@ @@@
~@@
l!OO~OO~!b~'U'O@~~!b
~@@ ~~~@©Oli'~
tf1
'U'@OO ~~@@ *©§~'il~lm U~(§
~f§!b@©O'U'\? cr!Mi!W'[):{]D
~@@
©O~ll~~©~ <<~lioD
~@@ 4}@@ @@
@@@ 41@@ . *:;i@@ \]~
.~
' U@@
-~@
. ~@@ !?!blW @ ~17'[):{]
ll'ffil~OO~lb~ li'O@~~[b
~.@@
~§1!:.@©Uli'\?
JQ)§ft~w. 1r@~m1&@1© 1r~w~lill~~m11 W@ll©©~~'W
~~!l:.@©Oll~ cr!Milff.'IXJD
~@@
- .~@@
- ,~@@ @O@tr~~©~ crrFtroD
., *~@@ ~@@ @@
n n n n (\ n
\l I) u u u u J / I
~@@ ' ~ )
©@ 22@@
~@@ c:
~@@ c:
@@ c:
~
!bO~~O©~ @~~~~&'D'O~@ ~cWO~
GlRJDW'D ~@~
luJ[p@~'U'~@ !FOOO~[b &!F~'U'W ~oo~lLWo* OO~[?@IMJ'
~@g*@~li'~ §~W~lbt:\il~@ [tlOO@~ W~ [):{Jo l}:(l@@~~oo 0~m~i@ ~@~.~ ~Or;J (tl.[b@A'? D~ 'if'W§ ~[b~
0
'lf@~t:@)@ @[;3 ~~fl;,:~0 ~t:J'iJDO . @~@O\W~'U'O~ @(f* @~@O~
~[!;,~ ~@&i".if'[):{)§@ 00~~0~
.. * [ili)o.@o 1)@71 o '[]~
ll@fm~~ WO~© \W~lb©©OLR?
~\
I
('
[b0~~~0©~ ~[1[1(3~
~ftl~o~&?J@ lJ/!i!iP lJ~
[}={] ~ ~@ [l={]IJ tl7J [?IT'a [}=l]~O@!Xllf ~ l?ila
~-
[bO~~rruo~~. @~~~lru~'IT'O~@ ~'IT'~'IT'O@~
lUJ~O'IT'~ 'il ~~[Q) ~
M~©£'TI'~@ !FOOO£!b &i!F~ £00£!b~O OO~l?©[MJ
[10~~~0©~ ~@a ~[1[1~~tr@W~
\':'A?O~@ @O~~©trO@~ r?~OO©~~tr~~
lbO~rnOOD©~ \'#@ l?~©[}{]~tnr~
~ftj~a ~W!!J@ ~/!tJ~o ~ Wft}@
[}{]~0@[}{]1J W@ !?tro [}{]~fi@[}{]1J ~ GSlJo
( ,,..--....,\
\
- IM .
IM~~ ~~rg
[LO[~Hrno~~ @~~~rRlffe\li'OrN!J@ $li'ffe\li'O©rN!J lUJIN!IO'ii'~ 'iJ ffe\IN!l@ ~
Ml¥>©£lf'§@ !POOO&ilb £!P§li17 £00£lb\'?O fm§[?(Q)lMI
!1.m~irnooo©~ ~@a l?~~©[}={]
- Q)~ WO~[Q) @OOOrn©trD@INQ rPrnoo©rn~tr~rn
[p!XJO~~lb'O& ~o ma~~OJP!Xlo~
~#J31l 1l ~G;] .
0 ~ffj~o ~~
[J=fl~O@[J=fllf 0
~ ~lf o tr© 1JW/~ IHl~D@[J=fllf 0
~ [?[Jo 1]~ ~lJo ~~~ ~ 1]~~~
~ ~lfo tr!Xl~OO~[?[J~OO
!LO!Mil~fruO~~ @~li\IJ~fru$;\'U'Oli\IJ@ $\J"$;\ll0©~
lUJ!i\IJOIJ"$ ~ $;\li\IJ© ~
Ml?©&'U'~@ l?O~Bllb @£[?~ Bl~Bllb\'mO OO~l?©OOTI' t?!XJO~~lbt?!XJO~ WO~@
@OOO~©lf'O©~ t?OO~©~~tr~@~
~(b[b~ ~[b[b§~
~#@()o<i]~ ~00°<iJ~
[}{]§U@!}{]lf @£) [?¥0 1f© ~~!liJ/fflJ 0 !}{]§U@!}:{]lf' 0
~WIT'a
~ !?'l:f0 'ITTXJ§L;J~~§L;J lbO~[g~O©~ @[g~rg~~'U'OOO @'U'~'U'O@OO lUJ~O'U'@ ll ~~@ ~
MfP[Q)&lr~@ r?OOO&lb &r?~W &[J{]&lbWO OO~lP@IMJ
~[bl1,~~[f@~ ~@a ~[b[b~~[f@~
WO~© ©UOO~©'IT'U~ l?~OO©~~'IT'~@~
' ~
- c *
.. ,* . ~ .*
- !10l~J@;;JO©~ @~~r;J&'U'O~ 01?~11~
. . * (11R)O~'il~~ .. : .:*
r** 0 *
- Ml?~'U'[g@ !FO[l{]~[b ~!F[gW ~[l{]~[b~O. 00[g.~~
. .* *. * **WlPO©~ll,,'
[1,Q@O=QLJ. ~O~
. If~~@
(bOQ'.J~tmO©~ @l~~~lm&'U'O~@l @'U'&'U'O~
QD~'U'@ 11 &~@ ~
UD~@&iJ'~@ lPO~&ilb &ilP~iJW &i~&ilb'WO OO~f?@OOTI'
(\
I
. .. . .. . .~~
- , * : ,~.: '* I *,. '"
,~
{
~~'ii'~@OO@[l,@@O ©&[!,
'ii'@\':J~~ ai~
~
'ii' l:a~'ii'~!K1@U 0©£IL
'ii'@\',J~[K1 lt1~
l':J ~~~~~ ~W© (~~~ ~~~V ~$~)
'ii'=====
C=
(!:!!,!]
~ ~@@
">dP d
(!:!!,!]
~
(!:!!,!]
d.
C!S
(!:!!,!]
@1:2) 8 c:ES
(!:!!,!]
~
(!:!!,!]
~
(§)
@:§)
C!S 8
(§)
~£'ii'~UO'ii'~
G'.J~'ii'~@[K1@[!,@@0 @£[!,
'ii'@l'J~[K1 (1,0~~~0~ @C3~~~~'U'O~@ ~~'U'~
M~O~ 'il ~@ ~
w w~~ ~~~~oo Mf¥JOO'U'§@ [?000£[b £[?§'ITT? £00£[b\'70 OO§lP@OOU'
~ ~~~~~OO&'ii11!JOO~ ~~~~00
- , EXCLUSION AREA BOUNDARY 731 METERS ESE SECTOR
'tL----coNSERVATIVE ASSESSMENT Xia* 2.9 )( 10""4 1*,,
,,. !r' REALISTIC ASSESSMENT X/a .. 1.2 x 10""4 0.01 0.050.10.2 0.5 1 2 5 10 20 30 40 50 60 70 80
~
90 95 98 99 99.8 99.7 99.99 PERCENT OR PERCENT OF TIME VALUE IS EQUALED OR EXCEEDED LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REV. 14, 09/08
LPZ 2043 METERS ESE SECTOR 10..4 10"'
0.01 IUl5 0.1 0.2 0.5 1 2 5 10 20 30 40 50 80 70 80 90 96 98 99 99.8 99.9 99.99 itERCENT OF TIME VALUE IS EQUALED OR EXCEEDED LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CUMULA TVE PROBABILITY DISTRIBUTION OF FOR BOUNDARY FIGURE 2.3.4*2 REV. 14, 09/08
EXCLUSION AREA BOUNDARY 731 METERS ESE SECTOR 10-5
\-
u I
~
)(
1cr8 2
- 11 72 TIME lltERIOD FOLLOWING POITULATED ACCIDENT (HOURS) *-
jNOTE: Information in th is figure is for historical purposes only. I LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT ACCIDENT XJQ VALUE FOR RELEASE PERIODS GREATER THAN 2 HOURS AT THE EXCLUSION AREA BOUNDARY FIGURE 2.3.4-3 REV. 14, 09/08
10-4 LPZ 2043 METERS ESE SECTOR 10*6 l <J
~
c 10-8 2 I 18 72 124 TIME PERIOD FOLLOWING P'OITULATEO ACCIDENT (HOURS) jNOTE: Information is this figure is for historical purposes only. I LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT ACC IDENT XJQ VALUE FOR RELEASE PERIODS GREATER THAN 2 HOURS AT THE LPZ BOUNDARY FIGURE 2.3.4-4 REV. 14, 09/08
' I
- . *:: ... . * *** , * : I I *~ *** . . . . . . . . . * ... I
- I*: I
. "* *~ :
- ," *. *~
. I.
' *. . ~* *..... ~ ~.- ;
~ . :*
~@ont=======================
D 8 [l .o 0~'iJOC:Jll D t}a'i700!B 0
~@~ ~@~ ~@~
~@g@ffi)@@ <<m:@g@g@~
- * * ** .11,o~rub©ci ciQJ@~1m~ ~~~o©m . *:*:.. :: *
. .:.*. * "*"ll!RJO~"ll~zi . .-*:. * . .*.' *. *..
. *-lill~~'lf§@.. ~ooo£[C ~W~\'11",~~~~~~~m&W~ * : * .: .
-~~o~*~*-~_.;...,:*:: ...
- cWl@wz;s11w~~-.~o~@* ~~.~*- *
- . * *wo~mo §rn.~&Uw ~ * ** *
~n@M*(;;@ ~~~'[]
* --***~
NOTE: THIS DRAWING ONLY SHOWS POWER PLANT BUILDINGS, AUXILIARY BUILDINGS NEEDED TO GENERATE ELECTRICITY, AND SUPPORT BUILDINGS ATTACHED TO THE POWER PLANT.
COMMERCIAL OFFICES AND PARKING LOTS ARE NOT SHOWN.
LIMERICK GENERATING STATION lMITS 1 ANO 2 UPDATED FINAL SAFETY ANALYSIS REPORT SITE PLAN FIGURE 2.4-1 Rev. 2 July/q2
COLUMBIA , ,
~UZERNECOUNTY~
~... , I COUNTY
( (1--
) -N-1 I
PENNSYLVANIA SCHUYLKIL~
NORTHUMBERLAND COUNTY '
L__-~~R-IV-ERBAS~IN~--
LOCATION MAP LEHIGH COUNTY DAUPH~
COUN~~N, ~'
/ \
l --- ,,...,.,,
. . . . . . _ / ll
/
{
,/
I
\
/
K\
~(~
MONTGOMERY \,
\
""" BUCKS COUNTY COUNTY '
NOTES:
- 1. COMPILED FROM INFORMATION FROM DELAWARE RIVER BASIN COMMISSION.
CHESTER COUNTY
- 2. (.;\ INDICATES WATER SUPPLY ,
~WITHDRAWAL POINT; SEE TABLES LIMERICK GENERATING STATION UNITS 1AND2 2.4-4 AND 2.4-5 FOR IDENTIFICATION DELAWARE UPDATED FINAL SAFETY ANALYSIS REPORT OF USERS. COUNTY SCALE IN Ml LES ,/
5 0
--~-~-----~
5 10 I SCHUYKILL RIVER BASIN WATER USE FIGURE 2.4-2
PA-424 PA-422A PA-423 ~--- PA-422
STILL CREEK TAMAQUA- I TAMAQUA -2 INDIAN RUN AUBURN _ _ _ _ _ _ _....,.
KERNSVILLE PA - 4 78 _ _ _ _ _ _ _ _ _ _ _ ___J.,....~-
ONTELAUNEE BERNHART BLUE MARSH _ _ ____.
FELIX GREEN HILLS -------_....~
LIMERICK G.S.---,,..
0 10 KEY SCALE IN MILES
- - Storage dam Run - of-river dam w Dam considered in seismic study LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT v Future dam Adopted from Bull.4, Dpt. of SCHUYLKILL RIVER DAMS UPSTREAM FROM Forest 8 Waters (Dpt. of Environmental LIMERICK SITE Resources) Commonwea Ith d PA.
FIGURE 2.4-3
..-.. I -~_:._~..\-~~~~_µ~~J...~-f--\-~~~~~~~-:::::::::::~;::::::::::---:-~~~:__-::~~-;::-;~~~:::::--t--:::::::::::=:::::=:::::=::::=::::::::~-:---H#::::::;;;;;::::,:~=:J-~~~~~~~~:;---:-17r-=:?°-
J ~*~.
--I Ij.
SPRAY PONO J ...~--+--+-\_--\--..\J\J~~~~~~!tm/---;-rr/;--r-B LEGEND Oro*-qe areo cod* no. !d*scrll>.O in S.ct1011 z. 4. Z.. 3l
© F l - . flow cl>ll*ction p0tnt no.
~ Local ~n*rol dir*ction of rurtolf NOTES:
0 SCAL.E IN FEET UllERICK GENERATING STIJION UNITS1AND2
-UPDATED FINAL SAFETY ANALYS1S REPORT INTENSE STORM SITE RUNOFF PATIERN: .GENERAL PLAN Rev. 15, 09/10 Rev 08 JV98
LEGEND:
Runoff CS.vide IN F k;1 2 4-..
- - - - FOi' edditk>nal ayrnbob Sff . .
N BOOO I *******---.. --------~ - .. ---***-- - -.. -
i -------- ---- . -
/
_______.., -!.i. 2el> ~*- /
/ __;:,-::.:::..-*-
~-""/
/ '*---
DA-5
~I LIMERIC~~l~S 1 AN~:LYSIS REPORT NERATING STATION UPDATED FINAL SAFET_YA_ _
INTENSE STO:R~ y POND AND SITE RUNOFF PATTERN:GSTOWER AREAS COOLIN AGURE 2.4-5 Rev. 15, 09/10
d M.HIOT 263.0
~J.1HSC>7
/ EL ~62. .-- L--"""
~22:0 1.---""
/
ti 261.0 d 260.0
/ Q* 620 cfs Max. E.G.L.* 262.7 ~ cri
~ 259.0
/
El259.1 ~ 258.0 0 100 200 300 400 500 600 700 800 l---920*---l FLOW (cfs)
Ignored Flow Area RATING CURVE - SECTION E-E' (typ.) Expandf!d Vertical Scale AD~.
SECTION E-E' 0 40 80 HORIZONTAL SCALE IN FEET DISTORTED SCALE V *!OH DETAIL 3 Normal depth for Q* 620cfs I-
- 4.4 ,/~ 3.0 Collection Point C P- I .§:. Vicinity I 0*620 cfs I- 20 0 20 40 60 a..
w 0 1.0 SCALE IN FEET O I 00 200 300 400 500 ~28w72?s)
<Expanded Vertical Scale RATING CURVE - SECTION C-C' (Note' Assumes Normal Depth)
SECTION c-c' 0
SCALE IN FEET Max W.S. upstream ~ EGL ate~
N 246.0 246.0 EL 24.5.:~... . .~ ~*-- . '
Cl.
u ti 245.0
.J 245 0 w
cri Q* 620 cfs
{;; 3 244.0
~ 244.0-
<(
w 0 200 400 600 800
_, FLOW (cfs) w 243 0 RATING CURVE - SECTION D - D' 242.0 100' 100' 10+30 11+30 11 *56 12+30 PVC. PVI. LOWEST PVT LIMERICK GENERATING STATION DETAIL 4 POINT UNITS 1AND2 Collection Point CP-2 ~Vicinity UPDATED FINAL SAFETY ANALYSIS REPORT 40 60 SECTION D-D' 0 20 20 40 SCALE IN FEET HORIZONTAL SCALE IN FEET INTENSE STORM SITE RUNOFF DISTORTED SCALE*V*20H PATTERN: SECTIONS ANO DETAILS (SHEET 1 OF 3) 4)
FIGURE 2.4-6 Rev. 15, 09/10
2~
< Q = 6811) cfs Mox. El. 262.7 260.00
~~
0
- I()
I()
0
(')
-f Cll
- ...J CL LoJ 0~
CP > -'
a.: l.oJ 255.00 2 0
(') .
w w
u..
+
o"?
U(lj Cll Q)
IO Mox. W.S. EL. 245.5 Q
- 620 cfs 250.00
"': a.: w 0 t- ..,
z '6' '; ~q 0 % 0 ....
- ~; a.
- ....
UCll Cll
<{ ;!:
w
..J w
245.00 IL w 0 ...J
...J l.oJ Z profile omitted 240.00
/
/
/
/ I 236.00 f Road 265.00 I 264.0 SECTION A -A' ....
w w
u.. 260.00 COOLING
- - - - - TOWER ACCESS ROAD - DEVELOPED SECTION Showing Co 11 ection Points C P - 1 and C P - 2 "'z 0
/El. 258.5 I
(from Fig 24-5) <{ NOTE: Cooling Tower Unit 2
> not shown w 255.00 El 253. 2
..J w
HORIZONTAL SCALE IN FEET DISTORTED SCALE: V* SH 250.00 I
f Road I
f Sym.
Rood El 256.0 I Spray Pond (crown) ~Bl+i' Emergency Spi 1lway I
Max. PMF. W.S.
Max. PMF W.S. El 253.0~ El 252.0 r
f Abandoned Road Crest El. 25~ '
- Normal W.S. El.251.0 I Embankment
' 30.0' 133.33' Sonotogo Creek r*-~---
u v n: CL:
SECTION 81 - B 1' SECTION 8-B' LIMERICK GENERATING STATION UNITS 1AND2 SPRAY POND EMERGENCY SPILLWAY HORIZONTAL SCALE IN FEET DISTORTED SCALE: V*IOH UPDATED FINAL SAFETY ANALYSIS REPORT (From Fig. 2.4-5)
INTENSE STORM SITE RUNOFF PATTERN: SECTIONS AND DETAILS (SHEET 2 OF 4) 3)
FIGURE 2.4-6 Rev. 15, 09/10
- - i - -- - - -
8 7 6 5 4 3 2 1
£"!HS 8L£-J->IS U/l COOLING TOWER U/2 COOLING TOWER N
/SEE NOTE 1 H H I
/
~-----
~
I N6600 I
'G ----------~ G CIRC WATER ~ ~
II PUMP STRU T.
SIMULATOR
~ ~
~ ~ I JSK WATER TSC NG400 0 REATMEN BUILD NG F LLC
~ {/
II I F:
D D
NG200 1-1 r!J I
II I I HP I I I I USTE E I I
I I
I I
I I
I I
U/l TURBINE BLDG U/2 TURBINE BLDG AREA I E:
I I I I I I I I I I I I I I I I I I I I I I N6 0 l2J l2l L_I
-o---- CHEM LAB RADW STE BL G U/l REACTOR BLDG U/2 REACTOR BLDG GML BLDG D
OUTLETS 0 OUTLET D
1& 2 U/1 U/2 DIESEL DIESEL BLDG BLDG N5800 c c Q Q Q Q ISl ISl OJ ISl N
~ lD LD N5G00 w w w
-i NOTES:
- 1. THESE BLOCKS EXTEND FURTHER TOWARD NORTHEAST, BUT NOT SHOWN ON THIS DRAWING.
B iSl ISl IS) IS) Q I Q Q Q s*
Q N
ISl ISl
~
Q lD Q
OJ ISl Q,
i ISi
~
Q N lD
(Y) M M M ~I ~ ~ ~
w w w w W' w w w LIMERICK GENERATING STATION UNITS 1 ANDSITE 2 PLAN REPRESENTS AREAS OF FLOW PATH UPDATED TABLE OF ADDITIONS & CHANGES USE ONLY PRINTS SHOWING LATEST DATE FINAL SAFETY ANALYSIS FLOODING CONTROL REPORTAREAS FOR SURFACE WATER DRAINAGE. '
D~
UJ
~
DESCRIPTION LIMERICK GENERATING STATION EXELON NUCLEAR A INTENSE STORM SITE RUNOFF A:
PATTERN:
5 INCORP.ECR LG 13-00417 REV.1. SECTIONS EJ WAND DETAILS B I 1------L---':::..:.C---L_.....;:.;;__ EJW _ _.__ _ _ _..__ 07_/16/08 4 21 RE'VlSFO FLOOD ZONE AT ISFISl J r REPRESENTS STRUCTURES AND FACILITIES 14 PAD FOR INSTALLATION OF 1 1 :::l
- ,..i J APPROl/£0 (SHEET 3 OF 4) APPROVED WHICH SHALL NOT BE REMOVED WITHOUT WALL ON EASTERN EDGE.
I INCORP. ECR LG 14-00152 REV.3 VV i:: J J DRAWING NUMBER SHEET NUMBER REV PRIOR ENGINEERING APPROVAL. 5 22 REMOVED rooL sroRriGE J, c m SK [ lS 16 BUILDING AND ADDED FLEX FIGURE 2.4-6 GENERATOR STORAGE BLDG.
W ({ - -
3 Rev. 20 SHT.309/20 6 8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 1 v"lHS SLC-J-)fS U/1 COOLING TOWER U/2 COOLING TOWER N
NOTE 1 H H G G CIRC WATER PUMP STRUCT.
<Sl <Sl ro <Sl co "" SIMULATOR
<Sl ..-
N N
N '° 20i10 4'0 I
I 0 WATER TREATMEN I
I I
I IS)
TSC 111111111111111111111111 . .
N6400 0 BUILDING I
I al
- ----1: :r I
LLC F 19'20 ~---<Sl=-l N
F
~ LO 4,0 ~
LO M tSl (") (")
co""1'" I ro"tj- f'.. ~ LO <'1
~
207 238 D "'"' "° 1421 102 1280 158
- D N6200 II
+H-1--+---11----+------+--r-----Hf---+-+--lr-----+--+---++--------f---------------+--------------+-*---**-
I I I
h--~--t---H-+-----T\-~-ISl~----+--=d--~rcl--J--r.~-~lD+,My,--t\ol--+------------+-!!-f-i-t----t-f------------t---
HP i I
!Sl I"'-- ['.. !Sic
~~--------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- - 60 I I I I I I 10913 I I I I ' 1213 1183 I I L _ _J 60 0 N6000 - +- - - - _1_44 - -- - - - -
------i-----
v U/1 REACTOR BLDG U/2 REACTOR BLDG 1133 CHEM 1 LAB RAOW~STE BL~G 0::
D I '===--=-=--=--=-=--=-=--=---=-=---=-====i==========='-1 :
w
_J 0
GML BLDG
()
D
- 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
?
~ ..: ~
'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 II I I 11 I I 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 ...JI.....{
L:~R BASIN~ ~
LEHIGH COUNTY LOCATION MAP SITE "I\ .,..,
LEBANON c....-) /"- I
-'-~ (
I I
\
'K
'~-'.:) , ,
BUCKS COUNTY
("\ '
MONTGOMERY \ .... ...._.._ ~
COUNTY '
NOTES:
- 1. COMPILED FROM MAPS OF THE COMMONWEAL TH OF PENNSYLVANIA, DEPARTMENT OF ENVIRONMENTAL RESOURCES-(FORMEALY FORESTSANDWATERS) LIMERICK GENERATING STATION UNITS 1AND2
- 2. :(i)..... INDICATES STREAM GAGING* CHESTER COUNTY /'~
UPDATED FINAL SAFETY ANALYSIS REPORT STATION; SEE TABLE 2.4-9 ELA WARE I
COUNTY SCHUYLKILL RIVER BASIN SC ALE IN Ml LES I
5
--- 0 5 10 FIGURE. 2.4-8
130 1\.../\v /'- '--""
1101--~~-1-~~-4~~~+-~~-1-~~~~~~-+-~~--1~~~+-~~~~~_.;:~=---....+-~~~~~
'\i......._
l\r-\.r-,
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')
"' ~ 0 N
U)
~
a::
l&J co I-
""'"' IC) v
-z 0
l&J z
""\ \
rf')
l&J a::
a::
- l 0
l&J a:
I\ N
\ ' -
IC) 0 0
0 en 0
CX>
0 0
co 0
It) 0 v
0 rf')
I\
0 N
0 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.
160,...--,~..,.--.,.--....,..--..,_-===r==::ie::f===F==:=::::J===r:===i:==:J::J z U.C. SANATOGA BR.
0 200,000 C.F.S fi>~.
~ ~ 140 t------~-----1------+-----+-----+------+---I 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&.. 120F~::;===r======i========:f:~:=:::~:==:::~::::::=:td Cl).,.:
a: 21,000 C.F.S.
l&J ti~
100~.~~~!~.~~~~.~~~~:r:~~~~~.~~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 Dom
'V' FWSD= 397.5 400 400 Blue Marsh Dom AJFWSD = 317. 5 Ontelaunee Dom
';! FWSD = 304. 2 300 300
....cu cu LL I
z 0
Plant grade El. 216.5l ~
UJ
_J UJ 200 200 Standard Project
- Flood 250,000cfs 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.
0 1000 3000 5000 7000 9000 CROSS-SECTION OF SCHUYLKILL RIVER AT LIMERICK SITE LIMERICK GENERATING STATION UNITS 1AND2 51!!!'tiiiil!!!!!5iii;l!!!!!!!!!i0;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;...i!!!!!!!!!!!!!!!!!!!!!!ls0;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;15i!!!!!!!!!!!!!!!!!!!~20i;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;25 UPDATED FINAL SAFETY ANALYSIS REPORT MILES CONTOUR INTERVAL 100 FEET 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
v (
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 t;,O~
__.,'1,. 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
HYDlltOQlll:APH or M:ll P-1 Hl'DllOllllAPH or IELL P-l
~1 For~11"
. of ot.fvmtion wls, -
. **Fiture 2. destroyed
- 2. J~~ction. Miit P1, P2 Ind P4-.
GENERATING STATION LIMERICKUNITS 1 AND.:ALYSIS REPORT UPDATED FINAL SAFET~Y_:A:::.:.:.:_____ I 19 79 HYDROGRAPHSE~~S
=---~-
OBSERVATIO~ :REA)
(SPRAY PON (SHEET 1 OF 3)
FIGURE 2.4-18 ----------
I ~l I~ *---------r-------,-~
! ~ -+-~i-=1~: __i____L_ _J__i___;_ yv\
-+--1-_
I i I I
-~-----...--r I
1 ,tv:,~1-~-+-+-+-----+-
I I ~
+-~--+--+/-r1J'-~~
_J__
_ __ 1 SP-2___,___2_
1974 1'175 IB76 9 *1 1~1a 1 ' 1980 1n1 1>s2 1B3 ,R4 ,,es 195" 19~ 1 , a I H'tOllOGllN'lf Of *LL Sl'-'13
- - ------y-*----~---- --~----- - - - - - ---*-~- - - - --~ ~- -~-----~-----,,--,,~-~ ----~~*-"~--~ - ~- - - - - - - - - '
i I -. - - - - - + - - _______.,.__ -- iI - -***-+-----
P-9 I:
I'. I I:~
I'"
I~
19 74 19 n
.--,-----*- ---~--~------ -- -----
- 1. Few 1ocat1oM of obMnlrtloft ..els, -
- FifunU*15"
- 2. =:::=~2r~ t"~ dlltroY.t durinv J. O~HIVHllN WILL,, WAI Ail"MtOllllll. r----L-IM_E_R-IC"i-K-G-E.-N-E-RA_T_l_N_G_S_T_A_T_IO_N_ _....
UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS (SPRAY POND AREA) llYlll!OOllN'H Of *LL P-11 (SHEET 2 OF 3)
FIGURE 2.4-18
P-16
~~++*--+-l--++----+---r+t-+J---tjf+-lrn d~+-11+-++-i---'-+-+-----t-+--tl--t-+l--'--+t+-lt---t+---++--tt---t---t----t-----1f------t----+---1 1979 1 980 1981 1982 1983 1 984 1 985 1 986 198 7 1988 I 982 I ::l BJ I 98 7 1988 HYDROGRAPH Of ELL P-11 HYOROOltAPH Of IM:LL P-11 i---
l~sl I
P-12 I I 1 I I I
-~ -------
I I I I A /\
..,.v
" J
,_.l..,, . "
r--
I "-
1'-)v ~ y j__
<(
~;---~----+----+------+-----+----+-----+-----+-----+-----+----1 I I t
I I
I I I I 1 979 1980 1981 19 82 198J 1984 1985 1985 I 98 7 1988 HYDROORAPH Of ELL P-12 HYDROGllAPH Of IELL
~
- 1. For loc:8tionl of welh, - filure 2.4-16 P-14 P-13 2. No'9 compr-i wrtic:lll _ . of hydrolnphl of P11, P1hnd P14.
- 3. Welll P13 w P16 .......... cluri111 on10inl
-.truction .... lbMdoned.
2~+---~:___t----+----.---t-------+---+------l----+----t-------+-----+---j ~~~ffl---t+l-l't-+-++-tt---+----t-----t--+--+----T---1
~ +++-----+---+----------.---~t----+t--
<(
~+-----+-----Tt---+---"-\rl.-l+--.+t-+-----lf-+-,,__-+------+----+----1---~"++----~ I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 1 979 1980 1981 1982 1983 1 984 1985 1986 1987 1988 1 979 1980 1981 1982 1983 1984 H'l'Dmo.'ll'H Df *LL llYDll-- OF IELL P-1J HYDROGRAPHS OF OBSERVATION WELLS
( POWER BLOCK AREA )
(StliET S OF!)
FIGURE 2.4-11
I I I l I I 200 A--._,*'\. I I I
..... *1 \ *'-. I I I
"'"' 190 I. I ~,."""./'""*-\ I --*-* ...L... I LL CJ)
..J I
___../ I I
\ *--1
~-----* I ..._,-.....
I I
- ...._*-*r-*-*-*- Pll
..J
~-- . _ _,..,*--r----------- I L&J 180
~ I z
0 ,-.. . i
/' .. * /..... I
1 -* I 1--..
I ---.... _______ i---------* P 14 II
~
170
!k'.
I *./,' *I I I I
..~....._1 LI.I Cl) m 160 I I I I 0
z I:"........
I /
.. / t**-....... .......... 1
!k'.
"' l~O I/ I ./..*** I .......... --l ...--..
NOTES:
..... I . I ....._ P'l6
~
LL 0 140 I I '. ~1** I p 13
- t. For locations of observation wells see z i I I I I I Figure 2.4-15.
0 j::
er I ,,.A-.. . . .__ ___ --1-------4---- -r-----+------ P 15 2. Precipitation data from on site
>w 130 ~, I I I I I metorological station.
- -**-**---+**-**-**~*--* **-**- p 12
..J w
/'* I .. ___ .. _!._ .. _.. I 120.J..__ _ _.t_____._.:..:..::::=::.==:.:.:.::==if.:-=----------~--------------;l-----------~1-----------------------
I 4.0 1 I CJ)
I I I L&J
- c u
I I I 3.0 z
.. I I I 0
z
..... 2.0 I
I I I er I I Cl.
-u I I I w 1.0 I I I
!k'.
Cl.
I 1.
0.0 I 10 20 JULY 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 z~
ci -
<(
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: C'>
> ii. Cl.
0 z 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""-~--~~.....a.~~........~~--~~--~~---~~--~----~--~~--
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 I-
- J
(/)
II
~I
(/)
c{
~
i-=
LL z
0 i=
c{
w
...J 200 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 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
REFERENCE:
Fenneman, N. M .. and JohlllOll, D.W .. 1946 Physio;raplc DiYilionl of the _Linited States; U.S. Geological Survey, Wash1nQton, D. C
- Scale 1: 7,000,000 0 10 20 30 40 ~ 60 SCALE IN MILES LIMERICK GENERATING STATION UNITS 1 AND2 Nf'v"<;.:>\).S:T :\~(-,v~;
NORFC1;_ r<' .. UPDATED FINAL SAFETY ANALYSIS REPORT t*:,,)~~~:1~\
PHYSIOGFtAPH.IC DIVISl8NI VlRGiN.4
- ~jJciRr1
- i. CARbl.!NA FIGURE 2.1-t
EXPLANATION DESCRIPTION CRETACEOUS: UNCONSOLIDATED SANDS AND CLAYS TRIASSIC: DIABASE SILLS AND DIKES TRIASSIC: LOCKATONG LITHOFACIES;ARGILLITE AND SHALE TRIASSIC: HAMMER CREEK LITHOFACIES AND BORDER CONGLOMERATES TRIASSIC: BRUNSWICK LITHOFACIES;Sll TSTONE.
SHALE AND SANDSTONES TRIASSIC: STOCKTON FORMATION;SANDSTONES 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 GABBROIC ROCKS KEY :
_JjJ.-- FAUL TS CHALFONT
@ FURLONG IFLEMINGTONJ
© NORTH BORDER
@ HUNTINGDON VALLEY-CREAM VALLEY
© ROSEMONT
© LIMEVILLE
@ BRANDYWINE. MANOR
_;;JJ,.- DIKES l!i SILLS ELVERSON Q) DOWNINGTOWN DIKE HAYCOCK Sill
© ROCK Hill SILL 8 ZIEGLE* Sill ST. ,ETE*S Sill
0 STATUE MILES 10 15 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT lt["1"£NC£:
NOTE:
THll 111111" .... 9 ""£"Al'l£D ""OM "OIHIONS 0" TM!'. "OLLOWINI PRESENTED IN PSAR AS FIGURE U*l*l*I* TO"OCll'IA"HIC .... ,.l!WILllllNITON1 D£L*-N*J*-"A*-i.l0*,
2.5.8 ~ PREPARED BY DAMES AND REGIONAL GEOLOGY lq&i 1 AND N£WAl'lll 1964.
MOORE.
HOLCNIY ADA"T!:D IN "Al'IT ""OM THI: "£NN* ml:OL
- Sll'IVE:Y HOLCMllCAL W." 0" "!NN, (960.
FIGURE I.I-I
EXPLANATION
~~ ~r~~:~~: :~~~~.~~~t)!l.Ji~~ ~~.~it=~
(.)
0 N congl~r1te.~n N"" Oxford fonnatlon (Stockton 0 equivalent).
(j) i.J
- E l'EllllS'7!.~:1Ppppost-Pottsvllle fol'llllclons;
~ Pottsville group - sandstone and congl..,,;rate p,
~ with coal.
... M!SSISS!PPIAN:Mmc Hauch Chunck fol'lllltlon - shale c
""... and sandstone;Mp Pocono group - congl-rate and sandstone.
] ... ... I,)
c
- c; c
- I c "" c ""... ~ "" Dck DlVllRlAN: IJ<k Catskill fonnatlon, red sandstones 1; ~
c ... 0
".2 ~ .E *~ I,)
~
c and shales; DmKor1ne gray to brown shales, gr1y-c ::I c 2
.. a"" c
"~ E "
wackes, and sandstones ;Oha Hamil ton group, uA-
. " :§c c=g c
... '!c c:: 2 0
G" 0
... ::I
"' ~ ~ "'z 0110 dl fferent1ated ;Dah Oriskany and Helderberg fol'!lllt1ons, undifferentiated.
NW " :I 0
~"
c::
0 ~
g c
s"' ".3 2
0 l
" :c
-~
~ 2 g~2 ti°Q Ci
~
~
..... 2
§ 0
~
- i x
Ooh
~ c c:: 2 ~ e- ~ g ...
2 411 a
a
.c a
i" *c .c a
a ~ E ~"
- c "'"" a "u
.c lit. l
~
~
- I
~
~
(.)
I- Skw ~~~~~~~~.k* ~~m~;e~~~~!:~S.:~1~~!~u~:~d FEET ..... iii 2 :.J 2 "
c::i :.J :i
"° (j) C15(j) :::s ..... iii ..... "':I llcKenz1e fonnat1ons, und1fferent11ted;Sc Clinton group;St Tuscarora fonnat1on.
2000 Sc
(.)
0 St
- 2000 0 N
- 4000 0 OROOV"ICIAN: Central Pennsylvania -Or Reedsville
- 11000 i.J fonN1t1on,U<I Curtin fol'!lllt1on,Ob Bl!f!kman~
- 11000 group; Great Valley -0...Kort1nsburg fonnatfon,
<I
-10000
-12000 a.
&': ~~~=~~oa7~,!~~~~~. f~::;~~~=; f~=~.
-14000
-111000
-111000 ©"l~~~~!d' ~~;:~~:~t':! ~me,;c~n~~:f;:~;~:
town fon1111t1ons,£* 5n1tz Crl!f!k and Buffalo Sprl"'s fonnat1ons;(o Elbrook fon1111t1on;£1v Lefthsvflle fonnatlon, undlfferent1ated;£1 Ledger formUon, tk K1nzers fo.-tlon,£v Vintage fol'llllt1on,(e~
Ant1eta111 and Harpers fonnatlons ;£c11Chfck1*s fonnatlon.
PROBABLY LOWER PALEOZOIC:Xpt peg1111tfte;X11C l'eters Creek schlst;Xwc: W1ssahickon fo.-tlon, albfte-I chlorlte schlst;Xw Wlssahlckon fo.-t1on, olfto-I clase-mfca sch1st;Xc Cockeysvflle 1111rble; X1<11
~ Setters fonnatlon.
I .
~rm*.
PRECAMBRIA":PC undifferentiated; 1 g1bbrofc gneiss and ga66ro; 9d granodlorl te; tt graphlt1c gneiss, gn granite gneiss.
a: .
... >. * ..J ~ n
""... 0 JI
... ... .c a..
... I... ""...
I,)
~ ... 1 ... G
" % "' ----- FAuLT, arr[)Oj Indicates relative 1110vaent Cl
... "~ "" ~ ""
I,) I,) c:: c
" ~
~
t""
GEOLOGIC COIHACT a.. ~ ~
(..) I,)
- -~"' "::e 0
...J G" ~ " 0 ~
- z:
"" ~ ~ ~ ..,~ t c
- .J t DIKES, peg1111t1te or diabase, as indicated I-c
~
~
Cl
~- ~ "
(..) "
li)
~
..... "'~ ~ ~ ~
(..) "
ltl f'EET
- . "' 2000 r::~~~~~~~~~~;;;~:::~~:r;~~~~~~~~~~~~::"""'vi:;~~==::;~~~~~~~~~~~~~~~~~~r-::t~~~~~=l~~~"f='~:;::~~~~~;--'~~....,~~~~~::~~~~~~~~~~~~~~~-;;:~rr~-200~
[ - 4000
- 11000
- 11000
-10000 0 z
-12000
-14000 SCALE IN MILES
-111000
-11000 REGIONAL GEOLOGIC SECTION -ANTHRACITE REGION TO SOUTHEASTERN PIEDMONT NOTES; I. Redrafted from the G1olo9ic Map of P1nn1ylvania, 1960.
- 2. Section *ut1nd1 from appro11imately No vertical exaggeration Sunbury, P1nn1ylvania to about II LIMERICK GENERATING STATION milH Southw11t of W11t Cht1t1r, Pennsylvania, pauin9 within 22 rnil11 UNITS 1AND2 of the Limerick 1it1 throu9h UPDATED FINAL SAFETY ANALYSIS REPORT 91olo9ically 1imilar terrain.
REGIONAL GEOLOGfC SECTION FIGURE i.1-3
ERA PERIOD FORMATION/ROCK TYPE THICKNESS IN FEET OUTCROP LOCATION CENO- RECENT AND RIVER ALLUVIUM ZOIC QUATERNARY AJt.:J TERRACE .DEPOSITS 0-20 ALL AREAS CRETACEOUS SAND, SILT AND CLAY 0 TO OVER IOOO COASTAL PLAIN DIABASE DIKES AND SILLS u
0 N
0 l.OCKATONG BRUNSWICK
~HO TRIASSIC
~:;r;- FACIE ~
CJ')
w TRIASSIC 500<rl5,000 LONLANDS
~ CREEK LITHCFACES STOCKTON FORMATION 3000 PERMIAN CYCLIC DEPOSITS u OF SHALE, CLAY, COl\L LIMESTONE 8 ~
,,, ~
PENNSYLVANIAN POTTSVILLE GROUP ~
a SANDSTONE caG.OMERATE NOT MISSISSIPPIAN CONGLOMERATE, SANDSTONE AND SHALE.I :.
PRESENT WITHIN VALLEY AND SOtlE LIMESTONE 25 MILES OF RIDGE SHALE N¥J WI TH SAM)ST~~. SITE u ~VQNIAN 5 OOME LIME STONE ,
~ .,,,
w
_J Da..oMrrE, LIMESTONE ,,,,,
SILURIAN SANOOTONE, SHALE f AND CONGL.Ot/ERATE C<l'JESTOGA AND PIEDMONT UPLA~
ORCXMCIAN BEEKMANTOllN 3000 AND LIMESTONE GREAT VALLEY GREAT VALLEY
~
COM:>COHEAGUE AND 1400 AND z ELLBROOK LIMESTONE Pl EDMONT UPLAND
<i
~ a::
QUARTZITE, PHYLLITE 1900 TO 4100 PIEDMONT UPLAND
~
<i u
w
~
AND Gl..ENARM SERIES I DOLOMITE WISSAHICKON SCHIST a GNEISS GREATER THAN 9000 READING PRONG PIEDMONT UPLAND z BALTMORE GNEISS
<i READING PRONG ii: PICKER ING GNEISS a:i UNKNOWN I
w a:: ~ FRAM<LIN MARBLE AND PIEDMONT lPLAND Q.. u NQIE:
Modified from Figure 2.5. 14 of the Limerick Generating Station PSAR, using data from the Geologic Map of Pennsylvania, 1960 edition.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL STRATIGRAPHIC COLUMN FIGURE 2.5-4
I 50 25 50 100 I
--+- SYNCl. I NAI. AXIS SCALE IN MILES
-t-- 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
- .... .J!l.
- ~>--t ~~~*~.~\..,..
"'. P" GEOLoetc MAP OF THE LIMERICK-POTTSTOWN AREA c:>
m c:
"'D c
~
0 2000 SCALE IN 6000 FEET 10.000
.,,00,...0 m c
11 ':
' - ' I W ' - - ' * - - IWIWI
- t c:>
en<
REFERENCES:
THIS MAP Wl.S PREPARED FROM PORTIONS OF U.S.G.S. QUADRANGLES;
, _ J l l U D. . . .
-10 80YERTOWN, PA., DATED 19118; POTTSTOWN. PA., DATED 1988; SASSAMANS\/ILLE, PA., DATED 1968, AND PHOENIXlllLLE, PA., DATED M*: . . . _ , _ _,.,c -
0,,
~
z ::c
.... 1988.,
CHESTER COUNTY PLANNING COMMISSION, 1973,CHESTER COUNTY GEOLOGY, CHESTER COUhTY PRINTING DEPARTMENT951'.
LONGWILL, S. AND WOOD, M., 1965, GRdUNDWATER RESOURCES 8ERkS J>m uaan9a""'..
COUNTY. PENNSYLllANIA,PA.
- a,.. COMMONWEALTH OF PENNSYLVANIA DEPT. OF INTERNAL AFFAIRS; m- ~,
GROUND WATER REPORT W22,59P.
>~ m NOTE:
- a THIS MAP PREPARED BY DAMES - 0 MOORE
- 1a.-.Mll(. . . . ._.t n
~
AS PLATE 2.2*1 IN THE lt'NL-fllCk GENERATING STATION GEOLOGIC flEf'OlllT.
so* 79° 74° 73° 72° 71° 70° 69° 43° 43°
REFERENCE:
American Gtophy1icol Union, 1964, Boupr Gravity Anomot, 40° Mop of tht United Stot11, U.S. Gtolo9icol Survey, Wa1hin11ton, D.C. Scale 1:2,500,000.
39° 0 100 150 38° SCALE IN MILES CONTOUR INTERVAL IOMILLIGALS
r----+
. ! 37° a1* so* 79* 77° 75* 74° 73* 72° I
- ---------+-- --
71°
--~4 . .
70" LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BOUGUER GRAVITY ANOMALY._,
FIGURE a.1
'~, *~ *'"'-**. . .....
~
~< '-
/
/ ' /' ...
- Z,
" /
'* ...\;/.
\.< /
0 112 2
.,, J> c:
C5 c:
,m_:D
'V c SCALE IN MILES
- D 3:0 !i m
r-m m~ c im AEROMAGNETIC INTENSITY OF THE LIMERICK - POTTSTOWN REGION N :IJ J> ,, :a t -G')
~z Im zc l>
Ci
,ii:
~ -4 r- z Ci) o-
-4 (")
en =i m l> rn z TOTAL MAGNETIC INTENSITY CONTOUR= 10 GAMMA INi:ER\IAL
.,, - m cnZ ~ > :D
REFERENCE:
-4 .... -< z >
l> c ~
~i THIS MAP WAS PREPARED FROM PORTIONS NOTE:
THIS MAP PREPARED llY DAMES AND MOORE
~NI OF THE FOLLOWING: BASE MAP U.S.G.S. 7.5 SERIES, AS PLATE 1.2-1 IN THE
- 4 LIMERICK z- llOYEIHCIMI, SASSAMANVILLE, POTTSTOWN AND GENERATING STATION GEOLOGIC REPORT.
- D ~
~
Cl>
c;;
- ~ l'HOENIXVILLE OUAO..ANGLEI (1- CULTURAL "EV*ION). Al~TIC MAP COMPILED BY Lkl .. l~H INC. FLCIMI 1114 BY GRUMMAN mo ECOIYITEIM, COfW' .
EL,, lJ o..,.
zi m
~
i
~
C
[JOO()
M-:Se *M-1
- ,...M-4* *M-2
~
EXPLANATION Exptorotory boriftll in which
- sampte1 were taken .
- Exptoratory bori* conwerMd to ground water -.rvatioft welll.
0 Auter holft Auter holes In wltich W911 0
per meamlt* ' " " were conducNd.
E4000 Exploratory holes in whtch 4-inch diarMter core samptes where taMrt.
+ Tnt *111 D THt pits
-2$0- Contours on orittnol tr'OUftd M1rf9ce, contow I,,..,_ t0 fHt
-140- c...ur. on,., ti Nell.
.... Elevotion of to, ti rock from .... of llorlftll.
LJ GeolOfic section .
'"->* (l '5 8
I ICAL[ IN e
~[IT z
- tr z
IOTp:
For tocatien of .~1ical eurv-r* LIMERICK GENERATING STATION
.... ,....,. 2.5 -ZI. UNITS 1AND2
- 2. For ........ IDll of bOrl"I** ** UPDATED FINAL SAFETY ANALYSIS REPORT Fiture 2. 5-tz .
3 . Geolotlc sections A -A and 1-1 are shown on Fieu'" 2.5-10 2.~..:..11. TOP OF ROCK CONTOUM FIGURE 2.~I
COOLING NORTH TOWERS SPRAY POND 0 0 0 0
N Borin9 P-1 Boring SP-22 ,....
0 co Boring projected 80'W) ( projected 80' W) z I I z Original ground Normal pool £1. 2$1 ' El.~ I-250 w w
LL z
200 z z 200 ~
0 I-
..... <[
<[ >
> w w 150 ..J
..Jl~O w w
SECTION A-A (ALONG E3920 LOOKING EAST)
~:
For location of Section, see Figures 2 . 5 - 9 and 2 . 5 - t 3 .
- 2. For Logs of BoriAQI, s' ' FiQurl!
CIRCULATING 8
I 2.5 - 22 WATER 3. Section 8-B is shown on Figure PUMPHOUSE 2.5 - II .
Borin9 238 UN IT I TURBINE PfOJected 80'W) ENCLOSURE UNIT I SOUTH 4. Boring locotions projected to section COOLING Boring 107 alon9 strike of bedding IN 75* E).
O TOWERS ( projected 135' El REACTOR 0 Boring 110 DIESEL 0 g Bor In" 106 I Borln9 108 (Projected 12o'E l Boring 276 ENCLOSURE GENERATOR co U')
,..._ r,::Borln9 249 ( project;d ,El (projected 125'El z / ' ,.. ojected 150' W) I 140 Borln9 25~
1Proj,ect,d 120 W l I Boring 109 (Projected 45'El ENCLOSURE z
,__......__ _ _ _ _ _ _ _ £1. 2$6 t --*--- ( projected 125' El Boring 17
~ 250 . ... ... ~-::.-:-- --;::::.~ ~ -:-r- --::;:-< - I l ( pro1ected 20' El Boring 14 8orin9 9 250 LL * : * : : : ; : ** ** *-...: '. '. *_:. * "."". *_:. * *_:. '. * - * '. *.::. '. '. - * ...: :-. * :-...: '. * - . '..- -- - - - _ ---- I Original ground ( pro1ected IO'El
~~~i~~I=~
I-w i= 200 w LL z
~ l .~)- * *...:.. * - *_:.. * - "CLAY SEAM~*~* - * * - i. *::. * * * * :-. - * * * . * - * *- * * -
z
~ 150~,
- 111t1ton1 with 1nt1rbeddtd 1and1tone and thole -
centHfl ore commonly tradationol - "
- " * - ... * - . *- .. * - .. * - . -~~~~I~~ ~~~ .. - . .. . . .
. .. -. '.~~I* *~~~*~:.i~.*:*"]t~;:_J *;.*:.:.*::*~.*i*~._~" §~ ~*~**."*.*~:.*.
150 0 j::
<[
- -::.:H*:&f!D'~t~::21;}j:.-:~f-X.:\{t
~
LI.I
..J (ALONG E3920 LOOKING EAST} 100 w
~ * :-. *-. *...: :-~d ip1 ncir th;;;rd 0
lo'*to
-. -: :_: m;"! .l:*:r-*-*!*m *: ~ "':: -::J.<:.:{.
0 1a*, with-."*:*. ..-.*...:.:-.
50 0 50 100 150 --. ~ *_:_:
0 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SECAGN
0 WEST c EAST NOTES:
I. For location of sections s11 FiQur1 2.5-13.
- 2. For IOQI of borinos, 111 FiQure 2.5-22.
- 3. Section A-A is shown on FiCJurt 2.5 -10.
A 0 50 100 SCALE IN FEET SECTION B- B (Along N6000 Looking North)
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SECTION FIGURE *a,t*11
ERA PERIOD FORMATION THICKNESS IN FEET L~~v~\_,Of' E)(Ji'riCI BRUNSWICK LITHOFACIES 5000-9000+/-
L._flUCK _,_
SITE LOCKATONG 0-3000 LITHOFACIES i
2 TAI ASS IC HAMMER TRIASSIC LOWLANDS CREEK 0-15,000+/-
LITHOFACIES STOCKTON FO ..MATION 3000+/-
CONESTOGA PIEDMONT 1000 +/-
LtMalTONE UPLAND DRCX>VICtA:~
81EKMANTOWN 2000+/-
LIMEITONE GREAT CONOCOCHEAGUE 900+/- VALLEY IC LIMESTONE
~ ELB .. OOK LIMESTONE 500+/-
LEDGER 800-1000 +/-
DOLOMITE KINZERS 200 +/-
II ~
,_:oRMATION VINTAGE 300<<>0 +/- PIEDMONT DOLOMITE UPLAND L
ANTIETAM u IC 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 BALTIMORE ic CJ GNEISS BASEMENT READING PRONG AND PIEDMONT UPLAND PICKE,.ING f"' 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 6.8 9.4 41
..*-*-1 / Vf I I I R
G /
UNIT NO 1-Turbi"' Enclosu,..
/ /
i I
Q I
F N Mh cb ~
OJ dJ E
@------------~~
EXPLANATION
-~L____ *- -*-**----- DH-400 s 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 ei1:p0Md in excavated slope D ©----- s---0 _.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 clay end ,,,.. "~ o1on11 clay...,,, pat-"' boOOing.
B SCALE IN FEET Wol dlfined zono a l _ , 8'**1, llMply dipping joinlll within* zone llboul 6 IO 8 f t . - ;
~olong-joinla
~if I@ ......... LIMERICK GENERATING STATION
~-
F.-ZanoB-2to10incMoalclayond~n:ici<.-~~
~l<*Olnlwll--.-81010-of~---
---..- UNITS 1AND2 Iii Ill Slnlng,-joinl.
. . , _ z o n
..Zanoll-.noopoclol---.
o 1 1 4 1 o 2 i n c M o - ~ o c l l , _ _ , . n : i c i < _ _ _ _, @~~/ Dl£SU OIL STOllAGE TANK EKCAVATION UPDATED FINAL SAFETY ANALYSIS REPORT Iii F.-zonoup1D4--.~--,jolnlod.0119"131o4incMowilh
---.Zanoll-.noopoclol _ _ __
GEO LOG IC MAP A Ill V-llopo-lnn:ici<llqlCIOlng11D3ocll,clo,ei. 11ll1D1 lndl1Nek~plono POWER BLOCK EXCAVATION
-lnl1D1llndlclo,ei.-..~-alclay-Na.Z.)
a.dp--b'f21D4loolalhon:toompollnlrack.
SHEET 1OF2 FIGURE 2.5-13 8 7 8 5 4 3 2
FIGURE 13E - Fracture Zone B 1t Column line 31.9 Looking SW at zone. Clay and decompoled rock are about 10 lnchft wide her*. Th* paint In the center of th* photo mark1 column line 31.9.
p;tQU"E 13A - Fracture Zone A at Mh and N linft Looking down on th* zone. SW i1 to the left of th* photo. Th* paint outllnft th*.,.. to be excavated for dental treatment. Note the numerou1 throu9h10ln1 Jolnt1 at an acute angle to th* fracture zone, FIGURE 13C - Fracture Zone A at Mh and N lin*1 Looking SW along strike **dental concrete ii being placed in th* zone.
FIGURE 13F - Fracture Zone B It Column Footing F-31.9 Looking SW along th* strike of th1 zone. Thl1 arN wH covered with concrete before It wa1 treated, thu1 dantal excavation wa1 carried through th* concrete and into th* zone below It. Th* fracture zone h*r* contained up to 10 lnchft of clay and 10ft wHthered rock. Scala in th* bottom of th* excavation 11 6 inch** long.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT P:IGURE 138 - Fracture Zone A at Mh and N llnM FIGURE 130 - Fracture Zone Bat D lln*
Looking NE Into the dentel excavation, lmmedllltely prior Looking SW along th* zon* after dental excavation into it. Paint In SUPPLEMENTAL PHOTOGRAPHS piecing concr9te In It. upper left corner of photo mark th* "D" line, Th* tc*i* In th* zone 11 6 Inch** long. Not* th* numerou1 Joint* parallel to th* zone.
A THRU F, GEOLOGIC MAP OF POWER Th* zone here contained
- maximum of 2 Inch** of clayey material and decompoled rock.
BLOCK EXCAVATION SHEET 2 OF 2.
FIGURE 2.5-13
f
- ~***
J 1 0 25 50 100 150 L E G E N 0
~
INTENSITY UNCERTAIN -t- SYNCLINAL AXIS SCALE IN MILES
~
0 INTENSITY V INTENSITY VI
--+- ANT I CL I NAL AXIS NORMAL FAULT
~
LIMERICK GENERATING STATION INTENSITY VI I THRUST FAULT 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 FIGURE 2.5-14 MAP PREPARED AS FIGURE 2.5.15 OF THE PSAR BY DAMES ANO MOORE; UPDATED FOR THE FSAR.
75° I
WILKES-BARRE EXPLANATION
©2.1 Intensity uncertain. Number, if given, represents magnitude 41°
- 0 Intensity ill Intensity nz:
CD BETHLEHE 0
NEWARKD *0 Intensity Y.
Intensity JZI PENNSYLVANI:
ALLENT~
- Intensity E NOTE:
tJBANON NEW An asterisk ( *) by a cluster of
- JERSEY epicenters i ndicotes that one or more have been displaced slightly for drafting convenience. Formal I ocations are reported for all earthquakes in Table 2.5-8.
~
. \ ..
--r WILMINGTON 0
0 25 Miles
..,_* 1*
'\ LIMERICK GENERATING STATION UNITS 1 AND2
'\ UPDATED FINAL SAFETY ANALYSIS REPORT IDELAWARE EARTHQUAKE EPICENTERS
\
I 0 '
Delo wore Wll)tlN 50 MILES OF SITE DOVER Boy
\ \ FIGURE 2.5-11
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, llltur*
2IMI Ed: ....,.. _, lllow I
,' \ I .. '\ 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 UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TECTONIC PROVINCES FIGURE 1.5-11
60 50 ~
v CH
/
v v
- 40 CL
~
~
)(
CD "O ~
c I\'
>- 30 ~
=
v u
CL **
~
fA 0
Ci:
- * -- /
20
.. ~*
~
MH or OH
- ~~
10 *
- I l,.(." .~ L or CL-ML /"'
- 10 20 30 40 50 60 70 80 90 100 Liquid Limit, LL LtMEfUCK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLASTICITY CMMTOF . . . . . .
_..YPONDAREA FIGURE......,
~ 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 u c
- z CJ en w
I IC t;
c I ~
i ill e
I...
u u
...0
---~~~~-+-~~~~':1-~~~r-+-~~~~+-~~~----1*
en en w
.. i a:
I-C/)
t-------t--2 u..J ....
>~
uo z II CJ 0 c;; i=
w <(
c a:
mt , _______________________________________. . ,. ..
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 borin;s in which
- samples were taken.
0 Exploratory borinos converted to
- round water observation wettl.
Au;er holes Auoer holes in which well permeameter tests were conducted.
Exploratory holes in which 4-inch diameter core samples whtrt tat.In .
- 0 Test wells Test pits
-~-250-Contours on orioinal ~
s~rface; contour interval 90 tMt.
0 200 400 108 109 '900 SCALE IN FEET NOTES:
I. For location of geophysical surveys, LIMERICK GENERATING STATION see Figure 2. 5 - 2 I UNITS 1AND2
- 2. For 9f'aphic lo9* of borin;s
- see UPDATED FINAL SAFETY ANALYSIS REPORT FiQUrt 2.5 - 22 .
SITE EXPLORATION FIGURE 2.l~tf
/ ............-- .. ---*---**- ...........
./
EXPLANATION 0
- so !90
=- rep rr ICALI IN 'ilT
---==~G;EEtN;EaR~A,1TrlllNG LIMERICK D 2 STATION UNITS 1 AN NALYSIS REPORT UPDATED FINAL SAFETY A = = - - - - I GEOPHYllCAl IURVEYI FIGURE 2.1*11
BORING 1 BORINe 2 BORING 4 BORINe 6
/JE,-TH DEPTH
=
IN FEEr JUll'l/tl:E ftltllrlOll + 187. 4 I IN FEET
~ AIWITIOll +191.51 aow
. . . . . . AIWITIO# *186.0 1 c::r I $YWOL*
MJlll'M:6 A,ltllrlOll + 185.4 1 COIJNr .$Yl#Ot.6 0 --- - - -l<EDDI-- - -SllrlOY Sti-BfiDWN -- AND -CLAYEY
- -SILT -- 0 -- -------...........r['!'9',,'!'9'\*""';.*1!'!"11-llllJ!.;f!l"!H.~f!l!llL,-~- - - -
64 ML fEW THIN SANDY SILTSTONE LAYERS ML 8RUll!>WI (;K SllALf-l<l 0 SIL ISTOl<E (t.40DI l~.11. rflV' ltJ'UO)
R[ 0 ~ I I. I~ G~A I ~ffD Sl\llO!HON(
IO EJRUNS1";i l K SHAL[-1 NTfRAEDOfD RFOD 1,;q- IO f\HUNSWI CK :;HALE.BR I CK HED SILT* RED SIL TS TONE
(<l<<J1W, ro :iR .. Y SILTSTONE ANU FINE GRAINED !iTDNf
- lo401*£ flATrLY f"R.U'.TUHEO SHALE>
BRUNSWI c~ SHALE-REDO I SH-BRDwr1 SANDY PUll* 1 ~11-riRO~\N SANDSTONE GRAD I NG SANDY SHALf WI Tli SOME SIL TSTONf (HAr<O)
SANDY ::.ILT~T<JN[ (Mulltf<ATfLY ltl\HD) WE"A fHERED IN PART '.J RFODISH.GRAY TO GRAY FIN[ ClRAINEO REDDISH-BROWN SIL TY Sl\NDSTON[ (MOOfRl\TELY RO REDDISH-BROWN SILTY FINE GRAlr-e:OSANO-STONE INTERBEDOEO WI TH SHALEY SANDY eo -- RO SANDSTONE GRACI NG COARSER HARD)
SIL TS TONE (HARO)
RfDDISH-GRAY FINE GRAINED SANDSTONE REDDISH-BROWN SILTSTONE (HllRD) (r.111ss111E) (HARO) FRIABLE IN PART REODI SH-GRAY SIL TS TONE (HARD)
FEW TH IN SHALE SEAMS RFD()! sH-llllOWN FI Nf r;llAI NED SANDSTONE LIGHf GREEN FINE GRAINED SANDY SHALE (MfD I ~M HARD) 30 GRAY, VERY Fll\IF GRAINED SANDSTONE HEOOl~.H-BfiOWN FINE GRAINED SANDY SILTSTONE REDDl5H.FlROWN FINE GRAll;EO SANDY SILT- RF.DOI SH-GRA1 SIL TSTONf STONE (Mf"DIUM HARO TD HARO) GRAY M/lSSI\ Fl'Jf. GRAINED SANOSTONI:
GRADI':~ MFDIUM ro COARSE GRAINED HEl)O I SH-Rf.OWN F 1lllE TD Mro I l!M liRA I NrD SANDSIONF (llERY HAflD) FlllABLt: 40 REDDISH-BROWN FINE GRAINED SILTY SANDSTONE lfO FR I / A':D POHOUS CiR~YISlt-Af1DWN FINf GRAINED TD MfOl\,IM JIC::litt:==+/-~"roo1sH-BHowu SLIGHTLY SANDY SILTSTDNr (HARD)
GR~ I Nf D SANDS TONE REDD I SH-BROWN Fl NE GRAINED SANDS TDNf" Rtnl)I SH.BROWN SHALEY SIL TS TONE (HARD) l<f"DDISH-llHOWN VEtn FINE GRAINfD SANDY RED SANDY SIL TSTONE-SHALEY (vERY HARD)
RED SANDY SIL TSTDNE WI TH SHALE SILTSTONE (MODERATEL'I' liARD) 50 50 C.RADI NG RFOD I SH-G'1AY ANO VERY SANDY 50 PARTINGS (HARO)
""'~t.----4 GF<AytsH-ARDWN vf'RY FINE ro FINE GRAINED GRADING SIL TY ANO 5HALEY 10*1 ~- oCJ SANDS TOHE GRADING LFSS SILTY
%% BORING CASING COMPLETED ON TO A DEPTH OF ')I AOR I NG COMPU'.TfO ON I 0-8-Eg GRACI NG SILTY 60 -----*------ BORlr.G COMPLETED ON 10-9~CJ CASING TO I\ DEPTH OF 10 1 140-LB* HAMltlER@ ~ 11 FALL CASI t<3 '0 I\ OfPTH OF 11 10 1 BROWN MfOIUM GRAINED SANDSTONE (VERY 11 WATrR LEVEL @ 50 1 ON 10*24-ECJ 300-Lfi. HAMMEii @ 18 Fl\LL 140-LB* HAMMER@ 30 , FALL HARD) L IMDNI TE STAI NIN<>, FRACTURED 1'"1[ < LEVEL (i ')'JI 011 10-24-(;'1 GRAQ IN, '>f'fEN I SH-GAA> WATER LEVEL @ 30~ 1 ON IQ*24-(,g LOAL LAM I NAE Gf*AD I ~JG BLUE I SH.GRAY GRAD I NG REDD I SH-BROWr"-J N D T r 5:
REDD I SH.BROWN SIL TS TDNE (HARO TO 0
\IERY HARO) ~Hf FIGUl<f:S lfl HiE COLUMI. LABELLED 11 11LOW COUNT" INOICAT[ TH(
rJUMBFr' DF BLOWS REQUI PED TO /101/ANCE El THEA THE DAMES & MOORE 51\MPLfR DR I ST.Al-10.AflO SPLIT SPOON SAMPLER A 01 SPNCE ~ ON[
SHALE Y ZONf
- "H FOOT INTO THf UNOISTUR'lEO SOIL.
BORING 3 BORING~
DEPTH Tiff o.;r,1rs & MOOF<E SAMPLEH Is '~" o.o. 21" C
l!Er I ANO 1.0. lti[ STANOARD
~ A6WITIO# + 190.01 IN ~ AIWITIO# *l~.8 1 SPLIT SPOON SAMPLER IS 2" 0. 0. ANO I ~/8 11 I
- 0.
BROWN I SH-GllAY F 1 lllE GRAINED* SANDS TONE (HARD)
FEET DATA REL.AT I VE TO THE ENERGY USED TO ADV,NCE El THER S"'MPLER /\RE 1rm1c*TED AT THf BOTTOM OF ALL BORINGS DRILLED TO INVESTICIATE aJJW COU#r 6Y.at.I !HE Ef'GlrlfEl<ING PPOPERTIES Df TliE SOIL* SOIL SAWLES WERE 0 ~-- ----..... ~~~--,__ __________ OBT/l.l~IED IN ALL BOl<INGS riUMBrHEO IC(; *NO HIGHER USING A STANOAAO RED()I SH.GRAY fl 111£ GRAINED VERY SANDY Rf DOI SH.BROW~' SANDY -~[:'O CLAVE> SILT SPLIT SPOON Si*MPLffl ADV/l.t;r:fO BY A 140-LB* HAw.tER F"'LLING ~Q".
56/5 11 II RcD SANO~ SILT WITH HOCK FRAGMEN'S IOO 0 SILTSTONE, MAS SIVE (llERY H/lRO) 0 BR1Ct< RED *cOECOMf'lJSF.:D) SILTY SHALf (HARO) liRADING SHALEY IN PART GRADING WI TH ROCK FRAGMENTS 11 66 II WHEN ROCK WAS CORED, TliE FIGUHF'S IN THE COLUMN LABELLED 9LOll 11 LDUrH INDIC1\TF THf P[HCHITr*GE OF HOCK l!El:OVERED IN THE CORING ML i;ur. 11-~DIU*Tt.D TO Tiff IO GRAD I NG FI NE SAND RIGHT or lliESE FIGURES !!Y HEAllY BLACK LINE*
110 t::LfV"TIOl'.5 Rt:rEH TO U*S*G*S* Df,TUM*
BRUNSWI Ct< SHl\LE-REDD I SH.llROWN SIL T'I' tHHIN'iW 11,K :;HALI *10 no I Sit""'11HJWN S ... N[JY SANDSTONE (HARD)
'*IL"' :Ot/I WI 111 :;H ... L!" J>l\ll 1 tN<,5 REODI SH.BROWN 51LTY SHl\LE'r SILTSTONE F.Jri LOCATIONS, 5££ Flc:iUIU 2.i*20.
RO MliLTt*roLOl1FD ClA[f.N TO GRAYISli-PUf<PLE LO<lS PR£PllFU DIV OllMlS AND MOOtll.
f I Nf 1JRA I NED SANOSTONf (HARO TO Vf RY REOOISH.llFWWN FIN[ TO.WDIUM GRl\INED HARi))
S'°'NDSTONE Iii (11)1 !ill-AROWN SIL TSTOr-1: (11rRY HAnu)
"-'_E..
RED SHALE'I' SIL TSTON£ (wo1 UM H ... Ro) ~RllWNI :;11-1>HAY SIL TY lll"RY f IN[ GHAINf O 30 REDDISH.BROWN FINE GRAINED SILTY SANOS TONE 130 SANOS TONE (HMO)
RtDOI SH.BROWN SHALEY SILTSTONE
~ ~~
RlDDISH.GRAY SILTSTONE (HARO) 100% liRAY VERY FINE CORAINEO SANDSTONE MASS IVE (VERY HARO)
"Uf<PL I SH.GRl\'I' 'FI NE GR'°'I NED S'°'NOY 40- Rf.
SI LTSTONf. (1tARO)
[l[l I SH.!'ROWN TO GflA'I', FI NE Gil'°' I N£D GRAOIN(j LIGHT llLUEISH.GRl\Y lllTH FEW THIN SHALE PARTINGS 40 1~ 140 SANDSTONE 100%
+ Rf"ODISH-!!ROWN GnAINED SILTY SANrSTONf CLAY SEAMi ClRAOll\IG SILTY AlllD GRl\Y IN Rf OD I SH-flRDWN StiALEY SILTSTONE (HAHO)
C'D*.DR 150 F I Nf TD MED I UM G RA I NED LIMERICK GENERATING STATION REDD I SH-llROWN SLIGHT~ Y SANDY (HArrn) 51 L TS TONE REDDlsH*llROWN VERY FINE GRAINED SANOY UNITS 1AND2 RED FI NE GR'°' I Nf:O SANDY SIL TS TONE (HMIO) 60 SANOS TONE UPDATED FINAL SAFETY ANALYSIS REPORT 160 IOOJ eoR 1~ ~OMPL r , rn oN I 0-9-Eg RORI N *> COM PL f Tf D DN I 0*1l-t;g CASIN<i TO "A OFPTH OF 11 1
!ASINfi TO" Df"PTH or 1
- 1) 1
'0- BORING COMPLETED ON IQ-q-f:g CASll<G TO ;.. DEPTH OF 15' 1110-L[l. 11/l~ll j ¥'1 11 F/lLI 7,00-u't- llAl...lrH irl 18" FALL GR#NICL081 l40-L'3. HAl.'MF<<@ ~0 11 FALL 1111111" LfVfL I: sn 1 Diii I IJ*;YI~ ')
WATl"'l LHF*_ t1J 1
./0~ I lJN 10*211-':;'.'
- .:i ~.'TE~ II~ eORI *.G o~~ 10-24-Eg SHEET 1 OF37 FIGURE u.11 .
,.,,,, i BORIN8 7 BORIN8 g BORIN8 10 BORING 11 DEl'TH IC: IJEPTH DEPTH Ill FEET 0 ""'!~-
)2/E" 11
~ AIWITIOll *198.9' RfDDI Sfi-&llO*tJ CLAYO ANO FRA~Mf'.NTS SANDY Slll.t IN FEET t:Of/llT nl9<<*
0 - "
Ml/llT/lit:6 AIWlf10ll
"""'P""....- ---------
+ 20 I
IN FEET Bl<OW~' "<Nf~Al'Jl!:D SllNDY SILT, TOPSOIL IN FEET Ml/llT/lit:6 AIMm9 + I BE.EI WI TH ROCK P.F:DDI s... "'llflD.Wll< SANOY AND CLAYEY SIL r (MF 0 I LIM S 11 f>) .55.
DRUNSWI t:K SHALE.RED 91 USTONE HllJHL.Y 56 II WI TH INTfRBFDDrD lllOCK Lll'IERS "Rl<NSl'/ICK Sl*Au~-flRICK RcD FINF: SANDY
~2
NED r* I Nf ()RI' IN( 0 SANDY 11 L Tl TOf,j[
(Will I vr) IO~ IO JO 521~"
l!RUNSW' "~ SHALF-Rf"D SIL TSTONF (HllRD) lllHIN!lWI C'I\ SllALI *RfDDI SH*t;llA) llill l~l Ullil "n0oll'Jf5H-G"ll' FINE CiRAIN[D SA~IDSTONE Slil\L "Y WI TH CLAY FILLINGS RfO Vl'RY FI Nf" GRA I Nf"D 0
SANDSTONE
"""I Nr ~llNOSJDNf'. (11i11m TO VFllY 11111m) (H .. RD)
Hf fl :lfi,6.L[Y SIL TS !ONl HI U VI 1n t INf. t'il\AINFl'I SANll:i IONE (HARO) llUID I ,;11-AHOlllfJ Vf RY SANDY ~IL I~ rorJF flFl;t< :efO CLA\Fy SILTSTONE (MEDIUM 10 1,1<1\lllNtl liltA'r 10 INTf.<lll"llOFO WITH FINE GHlllNfli SANU-STONI: (vrHY HAHO) 10 H,._RD)
GRAD I NG SANDY I~ GRAD I NCi SHAL! Y
<.WADING TO MEDIUM GRAINFO GRAY .... -n1u1111 (illAINED IANDSTONf tvrnv HAHD)
Ill GllLY WfATllfREO ANO POl!Ol<S FllOM
- 25. 5 1 *2~:.4 1 30 GRADING TO FIN[ GRAINFO 30 30 l'IEODI SH-8ROlllN SIL TS TON£ (HARO) I~ lfDDI 511-Cif!AY FINE GRAINED SANDSTONE Hf OD I SH-f\llOWN SHALE GRAY REDDI SH-SROWN SIL TY '\/[RY FI NE REOOI sH-l!ROWN SIL TSTONF (vEHY tlARD) vc-~y S,lit-;D' 1111~1t1 Y 1l/1\r*n 11r.it' .10IMTrP r-1rnM c; l~A I Nf'.0 SANOS TONE 111'1 GRAD I NG SAND\' I ** 11 I l cI ' l * ~ ! 0,.t.PK 9POW'J c- I t~f Gt'J~. I t-J~D S,A*'.OSTQt:~
Cl l<AO I NIJ ro liNll' I SH-BROWN (11,.r-o)
RED SA<JDY SILTSTO,JF (H~oo)
<lRADING MEDIUM TO COARSE GRAINED REDDISH.BROWN TD GRAY FINE GRAll<IEO SANDSTONE (vERY HARO) 1,:'HP.1'J 'rJ 1.*::L:--Tc-o O (')-IC:-~'?
REDDI SH.BilOWt: SIL TY SHALE AND SILTSlONE ( .-.;tt 'l1 1(~ n~~*TH or- I r;f (I NTERBEDDED) f '1')-L* !1"1r.~ f."1.l ~')fl ,-,*t.L GRAO I NG SANDY *.'i Ci., Lr,,r*L ,;, IX.< CI 10*211*('1 DAii>: 8 "OWN > I ~JF: GllA I Nf ll 3M/OS TON[
!'(!IRING <:OMPLETFO ON f0-10*(g llED vf"ln SMIDY SIL TST0'"
REDDISH-BROWN FINE SANDY SIL TS TONE
!SING TO ~ DfPTti OF 10 1 (vERY H~.Ro) r4D-LA* Hf*MMER 1' "501l FALL REDDISH-GRAY VERY ,-INE TO FIN[ GRAINED i!reff'1 LEVEL f.i' 45 1 ON 10*24-Eg SANOSTONf (HARO TO llERY HARO)
INTERfffDOtO RFDOISH.GRAY vfR\ Fil;[
CiRAINI 0 10 F INF GRAINED SANDSTONE ROfll rit;* COM~U re I) 01 1n-1~-E')
AND REODISH-GRAY SANDY SILTSfONF
S"; TO t ,,,~Tll ()>" 11 1 (vrny HARD)
~'.'/)-L~* H/~.~ 1 .~c-:- r P~ 11 ~/*LL REDDISH.GRAY VERY FINE TO ,-INE GRAINED BORING 10A SANDSTONE ( vERY HARD) DEPTH WtTEC. Lr*/l'"L (i )I,,' O'f 10-21J~'.l BORIN8 8 REDDISH-BROWN SLIGHTLY SANDY SILTSTONE IN OEl'TH SHALEY IN PART (vERY HARD)
FEET Ill $U11R1C6 A6VITIOll +201.E' GRADING SANDY a.ow FEET 0 ~T $YllMJt.$ IJE$ClfJllTIOI#
IH:11DI Sll-l'l'CJW~ r LllYf'.Y SIL' WI IH SOW.
R~ DD I SH-GR A y MEO I UM GRAINED SAr..os 10'.E ~(.
HfD SHlllfY SILT ST<FF 11 DARK ~ROWN BRl'"lSWI CK SHALE.RED 5HALEY SIL TS TONE HI :iHL Y BROKEN I~ IO Sp..+GM
'O 8ROWN SILTY GRAVELL' SAND NOTES:
IO IOO f .*1ir*~'.'.I
'o:. )~Jr-
'<' Slf t_r-- l lt'1'1T r,; 1**=-*) c;;.1 CSTOrir (J.~.ay f/l""DI U'J (Ht*t~o)
TO
!RO*N T.O uRAY FINE GRAINED 9ANu.,coic.[
I~ 1. See notes on Figure 2.6-22, Sheet 1 for (HllRD) llROWN MEDIUM GRAIN[O Sl\NOSTOMF, FRIABLE RO REDDI SH-gfWW" SHAL EY IN ~~.Ar SIL l STONE (HARD)
REOOI SH-!!ROWN SIL TITONE (vER' HARD) CALCI 1E S'Rl'JGERS AND INCLUSIONS Mtditionel expi1n1tion of log1.
10 GHl\01 NG COARSER Rf.0015H.GRAY SANDY SILTSTONE TRAC:F: *Of SllND 2. For loe1tions of borings, Me Figure 2.6-20.
uF<." TO !ROWN IKO I UM GRA 1NED S,._NOST0H£ * - - SHAL FY ZONF.
- 3. Logs preP1red by Ownes 1nd Moore.
I ,;T(f<llEOOEO VERY sAr<Qy s IL TS TONE ANO Rf DD I SH-A'lOW"J SIL Ty Vl!'.RY .-INE GRAINED I NTERIEODEO REODI SH.Gltl\Y SIL TS TONE RE:J 5HllLE) SIL TSTO,JE SANOS ror!t l r '~Ct*
30 110 ANO Fl "-E TO ME 0 I UM Gl'IA I NED S'"NDS TOt.E
...!!'!'11!!...--""'f"* P.F:DDISH-BROWN SIL 'STOIJE (HARD)
(vERY HARO)
I!"'...,.....__-+\ FFlli CALCITE INCLUSIO,JS AND STRINGERS t
GR~Y FI t;E TO MED I UM GR!\ I NED SANDSTONE GRAOI N:; SHALEY REDDI SH-BROW"J FINE GRAINED SANDSTONE
~
REDD I SH.!!ROWN SANDS TONE-SLIGHTLY 40 (HAl<O)
FR 1 AllLE FE:8~LE LO'IF:
/30- REOO I SH-!!ROWN SIL TS TONE (VERY HARD)
P.~DDISli-RR'.JWIJ VERY FINE TO FINE 841 ~RAINED SANDY SIL TS TONE (HARD)
RFDDISH-RFWIVN '0 GRAY SILTY VERY FIN[
FRIA8L£
<iRAINE:D SMJflSTONf (HARD)
RED SANDY SIL TS TONE (vERY HARD) rn*P L F ZONF SHAL EV 50 140- GRAY FI NE CJRA I NED SANOS TONE (VERY HARO) "EDD I ~H-flRO\WJ s IL rSTONE (HARD) n:w 1~
~F DD I SH*t1RDWN SHAL EY SI LT STONE;, (HARD) r.ALCI T" INCLUSIONS GRAY l'INE GRAINED SANDSTONE (vrRY HARD) TR/\(f OF sr**:o RFDDISH.ClRl\Y SANDY SILTSTONE (HARD TO llEflY HllRD)
IG-1.~-(')
!'OlllNCl <'OMPLFTf'O ON 10-14-f.:C) 160 551 GRAY FINE GRAINED SANDSTONE (vERY HARD) <'U"lll(i c o*,WL<'TrlJ 0"
<Jl!IG 10 fl n -PrH or 15 1 10 1 1
Cf,SINCl TO A DFPTH OF GRl\OING MEDIUM TO COARSE GRAINED 300*L* Hf'-':fN"I~ ~~* l~fl 1110-LB* HAMMER l*f ~0 11 t'ALL 1 ..
L1' r1. r- 10r itr *or<oFo I 11.'LL LIMERICK GENERATING STATION 11/ITEI< Lrvf.L (<r ':i02' OtJ 10-2'+-Eg \~. 1 Jr*~
UNITS 1AND2 HI Cllll Y ~*RACTURED CiRAD I NG Rf' DO I SH-GRAY UPDATED FINAL SAFETY ANALYSIS REPORT Rf OD I sH-~ROWN SANDY s IL TS fDNF (vFRY HAllr>)
!IORI NG COMl'LET!O ON 10*8-Eg GRAPHIC LOGI t'llS I NG TO A Ofl',TH 0,- I QI 140-L R. H*'~,._,ER ¢l '0" FALL SHEET20F37
)IAT['l LEVEL C' ~4} 1 0~1 IC*21r-EC)
FIGURE 1.1-22'
SORING 12 BORING 14 BORING 16 BORINC3 i8 DEl'TH DEPTH DEl'rH DEPTH IN IN ~ACE Al..TIOll +214.1' IN MllFACE Al ..110ll +226. 8 1 IN FEET FEET F£Er FEET a.ow COl/f/IT $Yl#OI.$ IJE~T/Oll6 ~ $Y*W<<$
a.ow O COIH!lr 0 *--- ----.---------------------
Rf OD I s11-enow"t SAr;oy AIJO CLAYtY '51 L l 0 - g~. ~ - - . . .HEO -- ----------
CLA'I y SIL r (sTlcF) KFDDISt1*Bf>Of,~. SILi'* Fil;~* liRAINf'O SAND 76 ML GRl'Dlt'~ WI TH WE1'THfRFD POCK FRA'l'-~JTS ML BHUNSWllK SH/\lt"-,;HAYISH-BRO"'N SlllY FINE TO l~[OIUM l*HAIN[D SllNDSTONE (HAtrn)
ARUNSWI CK SHALt':*RfDOI SH-BROlllN Sil TSTON[
SO'-'F: INlERBEDDED Sil TSTONE LAYERS IO f1RU"J'~.' I* K Sil.ALI -1*T0:11 SH-,,r.. owr.1 .:-Hl*Ll"f BRUNSWICI( SHALE.HIGHLY BROKEN RED 10 Rl.DDl5H-RROWN SIL TST,ONE (tiAF<D)
(HARD) 51LT<;T0'JI (HM<ll) RfOOI ~f1-P1F<OWN SIL TY
~ rcrn~g.,E 1 Ff ti CAL CI ff S Tt1 I N(.lE RS AND INCLUSIONS SillNDSTON£ RE8 (HARD)
SHALFY ZONE Rf DOI SH-l!l'<OWN TO Bl<OWN Ml CACfOUS I l l TITONE SOM!' V£10 FINE" *~l<AINfD SANO (11AHD) cl ti AO I tHAV.HFDDISH-RROWN VfR\ F'INl (;RAINED SILT\
MA'iS-1 VF SAMDSlONf (HARO)
..:o 30 30 ---
Rf DD I sH-eHO!fo+.j SIL TS TONE (HARO)
F RAC TUREO /IND !IROKnJ SliALEY FROM ~r:
- 51 TO ~7
- 5 I If O 40 SHAL EY ZONE 40 REDDISH-BROWN Sil TY FINE GRAINED SANO"' Stl~L F'I' REOOISH-GRllY TO !IROWN FINE TO MEDIUM STONE (HARD)
- GRAINED S/INDSTONE PARTLY FRIABLE. REDDI SH*BmlwN SIL TS TONE (HARO) i.HADI t<G VERY s~.r-.DY
~o - $0 FEW CALCITE STRINGERS 50 11,,
- LIGHT :>RA' (HARD)
MED I U'-' CiRA I NED SA,.,OSTONE
-=
SIL TY ZONf WI TH CALCITE STRll)IGERS REDOI SH-BROWN SIL TS TONE INTERl!EODED WI TH gs~:, fWD \/f" 1<'\ f'IJ'ff CH~AINEO SANOSTONr
- o (vrnv HARD)
GRP..OING COllR5ER RED SANDY SIL TS TONE FINE TO MEDIUM CilltAINED SANDSTONE; FEW CALCI Tf STRINGERS 60 BORI rm
(,'::ilfJG r.OMPLfTED OIJ 10-11-59 TO I* DEPTH OF 71 i'<Jl,lflG '(Jt,1rL1 f'**u 0 IC/-1 I-('! BORING COl.ll"LE TED ON I 0-1 7-69 ~00-Lr<. HM.IMFR@ 18 11 FALL
('1*SI':<; Tri p L1Ff TH 0* 11' BORING COMPLETED ON 10-13-69 CASING TO A DEPTH OF 51 W~Tfl' LEVEL MOT !<[CORDED
~'Y}-Ln* .11 l'nFL~ '1 JO." ,-/\LL 300-ui. HAMl;lfl<@ )0" FALL 1.AJt*Tr Ln 1rL Ji/, Of>-t 1r)-211-r-) 1~5:~~. T~,,~~~P@H I gr. ~' 2~ L WATER 'LEVEL @ 112~ 1 ON I 0*24-69 WPTFI< Ll:Vt"l P.1 'J6f ON 10*..:-'1""1/)
DEl'TH BORING 13 DEPTH c BORING 1!5 DEPrH BORtNe 17 IN FEEr a.ow COUNT $Yl#Ot.$ *6f::llPTIOI#
IN FEET a.ow COUNT I IYl#Ot.$ *M:lfll'TIOI#
IN FEEr aJ:>W
~ACE AIWfTIOll +227
- 2 1 NOTES:
COUNr $YM<<JL$
0 - -- ----.---------------------
'"I) 1:LA>I \' >>IL 1 WI TH ~H1\LI IJOCK 0 ----- 0 ---
I ,~*A\-iMt:N rs 25 !I REDOISH.BflOWN TO !IROWN CLAYEY SILT
- 1. 5" notes on Figure 2.&-22, St..t 1 for
!ll<l"J,,1111 !:K SHl'Lf'.RfDOI str*trnOWN S1'Nlh TO ML ML WI TH GRAVEL FRAGMENTS (MEDIUM STIFF)
VI l<Y SM JOY s IL rs fONt" 8dditionll txpl81'l.tion of log1.
f(f(IJ,.,'j.',11" '...illALr-kE OD I sH-Ol~OWN VERY IO f* IM (.lHAHffO SANDY SILTSTONE IO Rf DOI SH-llRO#N SHAL£Y Sil TSTON[ (HARD) 2. For loe11tions of borings, ... Figure 2.&*20.
- 3. LOii ~rtd by OMnll Md Moore.
100%
?" s>l*IDS ro~ff LAVER eo RO~ SHAL fY StlAL f Y 30 GtlAYi';H*BllOWN FINI' GHAINFl> SANDSTONE REDDISH-!!ROWrJ TO GRllY SILn VERY FINE (tv-no)
GHArr;FO SllNOSTONE(HARD)
!IROWN TO REDD! sH*l!ROlllN MEDI UM GR1'1NED SllNDSTONF: (H1'RD) 40
~EDDJ SH.!lt!OW': SILTSTONE (HAllD) GRAD I NG COARSER GRA I NfD SHllL*F ~
R[DOISH-~f>O'll~I TO l!ROWN MEDIUM GRAINED INTER!!EDDED RfDDISH.llROWN SIL T5TONf'.S AND SAND~TOlff REDDISH-BROWN Fl*tE Gl<AINEO SANDSTONES REDD I SH-BllOlllN SILTS TONE (HARO) $0 ( VEi<Y tiJ'.RO) SANDY SH/ILE Y LIMERICK GENERATING STATtON REDD I SH-!!ROWN GR/I I NED TO GRAY SANDSTONE 51 l TY VERY FI NE BORING COMPLFTED ON 10-10-69 UNITS 1AND2 TO f* DEPTH OF 10 1 60 REDD I SH-!!ROlllN SIL TS TONE CASING 1Jl0-LB* HAMMEH @ 30 11 FALL UPDATED FINAL SAFETY ANALYSIS REPORT.
REDOISH.!!ROlllN TO <JRA~ VERY FINE GRAINEC SANDSTONE V."1ER LEVEL @J 10 1 ori I0-24-6g flOR I NG CO'-'l"L f f f D ON I 0* I 5-EC)
CASING TO> DEPTH 0,. IQI 1101< I N(.l COM"L E HO ON I 0- I 5-E9 300-LB* HAMM£f' @ ~0 11 1 fALL 1*11s 1 NG TO p., DE .. TH OF 5 IW*~MER@ WAf[q LEVEL NOT RECORDED 11
'.j00-LB* 18 !'ALL WAHi< LfVFL (I) 521. ON 10*211-f:') GRAPHIC &.ocm SHEET30F37 FIGURE
~INC9 20 BORING 22
.,,,, i
.. DEPTH t 190"'1N8 2'5A BORING 27 DEPTH DEl'TH Ill
'£ET OIJU#r . , _ . . . .~,.,.
IN FEET a.ow COUll/r IYMllOL.$
IN FEET
~ AIWITIO# +254.41 IN FEET a.ow I MJIFM:E AIW1'IOll +I I 5. 0 I ct>IJNT 1.--ot.* *WrlOI#
0--- ----.-----------------.....
Rf DO I SH.flROillf, >I NE SAi DY SIL 1 --- 0 - -- -ft9!1,_,.........~,l.~l)LJ!'!"'!'I::;~-li-~fll~<IJW~N""'!'S'!"'!"IL"i"!1-!'!"!'1o~Ps~-ol~L~~'!"\"II!"!",......
, 0 -- ,*-*-- ---..-------------,... SOF..... -
~*
VFR'1 REDDISH-BROWN CLAYEY SILT ITIFF fll<lllfiWILK SllALr-11fFJlllSH*tlf<O'hfl :illf~TOIW
,. DAiii< <iHAY 10 flLACK SIL I I STIFFJ 10£/ll" 0 I AldHIN1\* l"Oll', 'tl\Nll - Ml' Ar rou:;
GRADIMi WI TH FllAGMt:NlS OF SILTSTON[ 11ur1<11r1m1 o w1 111 ':.illf~L1 C. <J1 r ro 11r,1<ri) SOMI" l<IDOISll-Hl<O.,,. l l L I (JIH\ri I l'J(i M.A.~>:>I Vt BRUNSWICK SHALE.INTERBEDDED REDDISH*
.IRUNSWI CK SHALE.REDD I SH.GRAY FINE GRAY VEFIY SANDY SIL TS TONE Arm VERY Cil<ADINl. WI l~f sow* CLAY fi *~An I f\Jt1 ~;ANO'!
GRAINED SANDY SI l TS TONE ffW SHALE PARTINGS (MEO I UM HARD:
Ullll.Y I IN!" l/11/\INl"IJ SAND~TCJt-W WI 111 IO FI NE GRAINED SANDS TONE /0 Rl!:DDISH-llROWN SILTY rlN[ TO llll!:DIUM OCCA*. :JNAL SIL 1510Nf. LAH H (11A1<D 10 llllA'r FI NE GRAINED SIL TS TONE, MASS I VE SANDY GRAVEL (MEO I UM DENSE)
VI HY llAl<D) BRUNswi Cl( SHALE "". REDDI sH-f;!POWN F lrJE ljRAY FI NE \lRA I Nl!D SANDS TONE (HARO TO GRAI~:: ~ SAllDSTONE lHARD)'
PFBllL F /Of'E VERY HARD) Iii TH l IMDNI TE INCLUSIONS Hf.0013H*l! .. OWN SHALEY SIL TS TONE (HARD)
GRADING DARK BROWN* MEulUM GRAINED RO REDr;1sH-liRAY FINE GRAINED SANDY STONf WI fH FEW BUFF INCLUSIONS SILT*
RED SILTSTONE, MASSIVE (HllRD)
RO rEw CALCI IE STRINGERS REI} SHALE, FISSILE, CALCITE STRINGEr<S GRADINli VERY SANDY GRA"f FINF GRAINED SANDSTONE MASSIVE lSOFT TO MEDIUM HARO)
(llEl<Y HARD)
I NTERl!fDOED REODI sH-GRA\ SAIJDSTOlffS Mrn REDDISH.BROWN \l[llY fl NE GlllAI NED TO SIL TSTO<Jf~ (HARO TO VERY HARD) F" I NE GRAINED SANDITDNE-CRO!s-ecooEO GRAY FINE GRAINED SANDSTONE, MASSIVE JO JO REODISH9eROWN SILTSTONE (HARD)
FEW CALCITE STRINGERS AND I NCLUS I DNS ANO CROss-BrnDEO (ft!IRD) SHllLEY ZONE SANDY REODISH-BROWN FINE GRAINED SANDSTONE REODI SH.(i"RA) VERY SANDY SIL TSTO'>E WI TH INTERBEDOED WITH SILTSTONE (HAlllO)
RFDOISH.GHAY FINE SANDY SILTSTONF, rEW CALCI f f STRINGERS (v<R) HARD) REDDI Sli-l!ROWN SIL TS TONE (HARO)
CALCAREOUS INCLUSIONS ( VFRY HAFID)
F Fill t.:ALC I TE SIR I NGERS ANO I NCLUS I ONI GRllO I NG Pl,IRPL I SH.GRAY I IJ LOLOI<
Hl'DDlsH-ElROWN SILTY \/Eln FINf 10 FIHf[
GRAD I Nf> Rl'D IN COLOH-Lf SS SllND GRAINED SANDSTONE (HARD)
GRAY FINE TO MEDIUM GRAINED SANDSTONE HEDDI SH-BROWN SILTSTONE (HAlllD)
(vrnY HARD) rEw CALCITE tNCLUSIONS ANO STllllNerttl GRADING llERY SANDY GRl\01 NG REO.DI SH.GRllY AND SANDY ~o 50 SANDY 50 LI Gl1T 8ROWN FI NE GllA I NED SANOS TON(
REDDISH.GRAY VERY SANDY SIL TS TONE WI TH (HARD)
CALCITE STRI NClERS (VERY HlfoRD) SOME Sll1STONE GRACI NG REO, LESS SllNDY, illl TH C!ILCI TE FEW SHALE PARTINGS-MASSIVE REDD I SH-llROWN SI l TSTONE (HARO)
STAI NGfRS FEW CALCITE S TR I NGER-5 AND I NCLUll OHi GRAD I NG SANDY GRADING SOM£ FIN[ GRAINED SANDl10H£ l!ORINl> COMPLETED ON IO*IE-69 !IORING COMPLETED ON IQ*l')~g CASlr.r. TO A DEPTH OF 9.QI CASING TO A DEPTH or 10' IOR ING COMPLETED ON 10-17-69 11
~00-LB* 111\!~Eff 6 ~II F*'LL 300-LB
- HAMMER 0 30 FllLL
~M~~~. T~A:...~~POH3g~.
BORING COMPLl!:TEO ON IQ-24*':;g WATEt1 LEVEL.@ 481 01*1 !f;-~11-Eg Wl'TER LEVEL @ zni ON 11)*24-E.g 11, CASlflfi TO~ OfF'TH OF 13 1 11 "ATER LEVEL NOT RECOROEO 300-ui. tlAMMfk fi' 18 FALL w1,n:1< Ll"Vfl IJOT f>ECOROfD BORING 21 BORING 24 BORING 26 DEPTH DEPTH DEPTH IN IN IN ~ EUWITIO# *2s2.gr FEET FEET FEET
~ *Y..,_I aow COIJNr IYMllOL.$ J'J:. $Yl#OL$
0 --Y',Jrt tHOOl~..;H-Rl'0:,rJ 'JP.r'!Dl :,ILT --.-.
STIFF 0 - . *-"""'.-....."t"--------~~
HEDDl Stl-11ROWN CLAYt:Y Sill (SllFF) 0 ------~,.,.~9T'll""-------------..,.-
3g **:-r,01 SH*cc*O,'ol ,.II,': S."*:D~ SILT STIFF) NOTES:
G.l<llDll"i SDMF '.>ANOS!Of-lf LA\fl<S (HARD) fiHlJNSWI CK SHALE-Hf:DD I Sfi-BROWN SHALEY f 1 *n,11~SWI .*t( Sl-fr'lE-i*:fDOI s11-ur,OWN Sfl.NO'r R~OWN LT~ TONF Mf"OIUM Gl<lllNfD SANOSTONF 11 SILIS TONE (MEDI UM HARD TO HAlllD) 'A/3 :; I WI TH SHALf (SOFT TO SLIJlllLY llllATllll<fD (HAflD) ~-'EC I UP,t HMW)
SHALE Y \.N PART
FfW CALCI IE SfRINOElllS ANO tNCLUSIONI SP~ I T-JGERS eddition81.1xpl.,1tion of log1.
~Ht* LEY fH Dll I :rn-llROWl*J 10 iiRAY SI l 1 Y VERY fl NE t"lA I N<D SANDS TONE, FEW 1.ALC I TE ClflAD I NG Sl'NfJ\* 2. For IOC1tions of borings, ... Figure 2.5-20.
l*JCLUSIONS 3. Logs pr1P1red by D1m11 ind Moore.
I NTER9£DDEO REDD I SH.BROWN SIL 1 STONE RO HrlJDI SH-RHOWN GRAY VERY FINE ClRAI NED RO AND s IL rv FI *If GRAINED SANDS TONE SAND3 I ONE (HAtrn) WISS I VE (Hl*~D ro VER'I f!ARO) REDD I :m-BROWN SflALEY s IL rs I ONE REDD I sH-BROwri s IL TS TO*JE (HARD) REDO I sH-BHOWN TO LI GH I GRAY s IL TY lfEllY FINE GRAINED SANDSTONE (HARD)
JO JO REDDISH.BROWN INTERBEODED SILTSTONE ANO JO
.SANDS roNE REDDISH-BROWN FINE TO Ml".OIUM GllAINl!:O SANDSTONE "o LIGHT F[IV RFODISH-BROWN, GR.*. IN fD SANOS TONf CALCI f [ INCLUSIONS GRAY, (HARD)
SILTY FINE INTERBED0[0 SILTSTON[ AND SANDSTONES
.f~.A.fllN*l hl!EL'IUM ro ,'Q.At~SE ..iRAINEO 1 GRAY l'"INE GRAINED SANDSTONE illl TH 1'£*
SHALE PARTINGS (HllRO)
R[OOISH.BROIV*. SILTSTONE, FEW CALCITE MASSIVE.SILTY IN PART eco STRINGERS (HAF<D) 50 SHAL ['r ZONE LIMERICK GENERATING STATION LIGHT r,RAY MEDIUM GRAINEfl SANDSTONE CAL Ct TE BEDDING STRINGERS (11ARC) RE DD I SH-l!l'IOWI~ SIL TS TONE ill I TH l'EW UNITS 1AND2 rrw THIN SHAL~ PARl INGS CALCITE STRINGERS AND INCLUSIONI B0111NG COMF'LETED O*J 10*1~-t;g AOR I NG COMPL rr ED Or* I O-l '/-E9 (HARD TO VCRY HARD) UPDATED FINAL SAFETY ANALYSIS REPORT ASING TO A DEPTH OF ')I d*SING TO II DEPTH OF 5 1 1!10*u1
- H*~ER {<tl 30 11 FALL WATER LEI/fl@ 110 1 ON 10*211-69 BORING COMPLFTl-D ON 10*1/-69 WhTfl< LEVfL @ 2(;1 ON 10*211-6g t'ASING TO 11 DEP rH OF 'JI 11
)00-LB* HAMMrn@ 18 FALL WAT(l1 LEVEL NOT RF:r ORDED GRAPHIC LOOS SHEET40F37
DE,_TH - ._ 90"1Ne 28 DEPTH BORING 30 DE,_TH e BORING 107 IN FEET a.l>W COUNT 1 IY_.I
~ AltaTIOll *114.11 IN FEET a.ow
$l/llFliC6 AIW.TIO# +I I 5. O* IN FEET
~
I ~
SYl#Ot.I
. ., . , , . + 2 5 0 . 4 1 DEPTH IN FEET BORING 109 COUNT SYl#Ot.I 0 -- - -----*G*R*l\*Y-TO-B*L*A*c*K*C*L*A*Y*E*v-s*,*L*T"""s*o*F*T-T*D- 0 --- ,..,..--~---- .....----------..--..i~
- 6. Fl RM) 0 g. ----....----------------.......
<i RAY I SH-l:lLACK CL AYE' SIL I SOI' l -- I()() i. flfDDISH-flHOWN r.1.AYf-y s1*.
- STll'r GIHIDING REDDISH-BROWN (MEDIUM STIFF 6
- ML*M ~~:~'NG SOME BROWN TO BLACK SIL TY 31
- ML*MH TO STIFF) <;O!'t ML HEOC> I SH-mmwN (LA E '. s IL I (MEO I UM GRl\OING SOME CLAY
(~ Sr I >F) 10 REOOISH-8ROlllN SILTY CLAY (MEDIUM STll'I' l<lilJN'.iWI ( I( SllALr-r.l!AY I 511-n1m111N FI NE TO BRUNS WI CK SHlll.E-REOO I SH-llRO#N SHALE SILTY tollAVlL 1111 r11 l<t!lDl~nt*11110111N FINF: TO sr1rr) Mflll \JM 1lHAI NHl SANDSTONE (HAHD) ANO SILTSTONE {sOFT TO lllEOIUM HARO) til!AINEO SANDSTONf (MfOIUM Ol:NSE TO
- 8RUl-JSWI CK SHALE - REDO! SH-8RO#N TO Of N~H) Gr<AY VEflY riNE TO FltlE GRAINED REOOI SH-BROWN MASSIVE SILTSTONE (HARO)
SOMf \lRA) I ~Hi-Will Tr SANOS TON[
SAM OS TONE (HARD)
RIWllSWI CK SHALE
- REDO I SH.PROV.N SANOY REDDISH-BROWN VERY FINE GRAllffD SANDY SILTS rONE (HMlO)
SIL TS TONE (HARD) SHALEY IN PART f[l'/<,'Lr:tTr INCLIJSIO'JS AROlllN MEO I UM GRAINED SANOS TON[ (HA"D)
REDD I SH-BROWI J TO GRAY F 11;E GRAINED SHALE SEAM SANDSTONE (HARD) SOME CLAY INTERREDDEO GRAYISH-P.RO#N MEDIUM 10 RO REDD I SH.BROWN SIL TS TONE (HARD)
COAHSF GRAINFD SANCSTONE ANO REDOISH-
!- E~~,;~~=~~~!N SILTS TONE (HARD) SHALEY Bl<OWll SIL TSTOIJF GRADING SANDY I" PAHT REDO I SH-FlROWN SIL IS rONE (HARO)
SOME VERY FI NE GRAINED SAND SHALE SEAM GliPD I NG VERY SANDY Hf.DDISH-BllOWtJ FINI' GRAINEO TO MEOIUM ClR(~;R~)oo I SH.-BROlllN SIL TY 5ANOST. . .
REOOISH-BROlllN TO GRAY SILTY SANDSTONE Gl<AINED SMJDSTOl;E (HARD)
WI TH SOMf SIL TS TONE REOO I SH-BlllOlllN SIL TS TONE (HARO)
REOOl-SH-BROlllN SIL TS TONE (HARD) Hf DD I s11-1JHOWN 5 IL TS \"ONE (HARD) uRAOING LIGHT GRAY FEW Cl\LCI TE STRINGERS /\NO SOME INIERBEDDED SIL lSTON[
REDO I Sit-BROWN SIL IS I ONE (HARD)
INCLUSIONS lfO BROWN, MEDIUM GRAINED SANDSTONE '"'°"0)
SHALEY IN PART F[W CALCI lE S fRl NGERS REDDISH-BROWN FINE TO MEDIUM ClRl\IN[D LIGHI GRAY FINE GRAINED ro MEDIUM SANOS TONE (fill RO) l'IOR I NCl CDl<WL ETEO ON I 0-4-69 GRAINED SANDSlONE SOME SIL TS TONE NO W/\TER IN BORING ON f0-24-69 REOOI SH.BROWN SIL TS TONE (HARO) BORING COMPLETED ON 10-6-69 GRf-DING ALUISii"Gr<AY REDDISH-BROlllN SILTSTONE (HARD) F*w WATFR LfVEL NOT RECORDED Cl\LCI TE STRI NGEAS E< 0111 IJG '.DMP LEH D 01*1 I 0-2 3-ECJ USIMG TO '- DEPTH OF 1, 1 BOA I NG COMPL E TEO ON I 0-22-69
~')0-Le. IT/,MIAEH (c 18 11 Ff,LL Cl- S I NG T 0 A DEPTH OF I I 1 WI- TEil LEVEL I .OT llECCRDED
~00-LB* HAMMrH @ 18 11 FALL V.ATER u:vrL IJDT F<ECOnDEO BORING 29 BORING 108 BORINC! 106
=
..i DEl'TH DEPTH I ~ AltaTIO# +115.-;1 IN FEET IN FEET
~ Alta1'I0#+24~.1*
0 <<lflf!T .,_.~-*....,-~'!"l"l~l"!-~'M:lfl/l~~"P'!'PltJ,~llW!P"'!!~-- 0 COfMT SYl#Ot.I ~ IYl#Ot.I 15.
s1 L 105/G",, 11fDOISH*nROW~! CLA'EY ~IL l MfOltJM STIF~ 0 l!I - -.....------------....
REOOISH-RROWf< CLAYEY SILT - .....
STIFF
- 32. FI NE SAND -ANO CLA' ML r..HAO I Nii HAkO NOTES:
AO,, 97 tt ML ML GRAD I NG VERY Sr I l'F flRllN'.lllll 1'1( ::illl\Ll -~rOOI sH-IJRl>WN SILT-
'.)TONI' (11.o.rm) REDD I SH-BROWN TO !IRO#N SHALE'r SANDY 1. SM notes on Figure 2.5-22, Sheet 1 for SIL TS10NE (HARD)
BRUN SW I CK SHALE - REDD I SH-GRAY F 1 l;E GR,t. I NED SANOS TONE (HPRD)
BRUNSWICK SHALE-REDDISH-BRO#N TO 8ddition*I expl.,,nion of logs.
BROWN SILTY VfRY l'INE GRAINED SOME: SIL TS TONE Sl!:AMS SANDSTONE (HARD)
- 2. For locmtions of borings, ... Figure 2.5-20.
GRADING M[OIUM ro COARSE GRAINED GRACING VERY l'INE liRAINEO REDD I SH-BROWN MASSI YE SIL TS TONE (HARO) 3. Logs prepared by OMMs llnd Moort.
Sl\HD'r SILTSTONE LAYER GRACI Nt; BLUE GRAY GRAD I NG SANDY GRACI NG REODI SH-e'IDlllN GRADING GRAY GRAY, REDDISH-BROWN ,-IN! GRAINED BLUISH"GRAY SILTSTONE LAYER (SHALEY) SANDSTONE (HARD) r.RA'ISH-flROWN FINE IQ MF.ClllM GRAINfD REDO I SH-BROlill'< MASS I YE llERY FI NE GRAINED BLUISH.GRAY SIL TS TONE (HARD) SANDI SIL TS TONE (HARD)
SANOS IONf (HARD)
(HARD) GRAY I SH-BROWN MEO I UM GRAINED SANDSTONE LleHT GRAY FINE ll"AIN[O SANDSTONE (HARD) REDOISH-RROllN FIN[ GRAINED SANDY GRAYr "EODISH-BROlllN IW\SSlllE SIL !STONE l'E!BL E ZONI!: SILTSTONf (HARO)
FILU I SH.GTlA I SIL TS TON£ (11ARO)
GRAD I NG REDO ISH-ll"OWN INrERBEDDED G'IAYISH-111'!1 T[ _MfOiUM TO GR,&y, RECDISH-BROllH MASSIVf SIL TY G Rl\0 I NG VERY SANDY COARSE G'IA I NED SANDSTONE ANO J SANDS TONE (HARD)
REODI SH-BROWN SIL TS TON[ (HARD) l'EW Cl\LCIT[ ST'llNGERS REDO I SH-BROWN SIL TS TONE -(HARO)
LIMERICK GENERATING STATION BORING COMPLETED ON r0-(,-69 WATER LEVEL @ ~9 1 ON 10-24-(,q UNITS 1AND2
!IOR I NCl COtM'LE TEO ON I 0-7-,09 UPDATED FINAL SAFETY ANALYSIS REPORT WATER LEVEL @ l71 ON 10-211-fY BORING COMPL[HO ON 10*2~*S'J
,-,r.,~1Nr1 TO A LJfPTH o~ I ~I
")00-L". llAMMI I! i IE'" '/*LL
- All~!< L[VI L NOT ltfCOf<iWOL*
IN FEET 0
.. n190C.--*.-.-----*-w__
t>>UNr 72 11
$UIPlliC6 AIW'l#Jll
~_=_*_.,..
5 IL MEDI **Iii
,,,,._l~J!,* :r\H.Y :JILTJ"Ot*I rniur::-;.;.1 ~-K' $HAL£ -HElJD I '.:. 1-hh'J/'lrJ 1 71 II ML IO c 1LT ~TU.'.( HA?J J 1,11A*, I If.I 1 1f.:.AINJO ~.ANO:ilOM (* t*H, llA!llt)
IO IO f\IHIN:511rt, K :i!IALE-l~EDO 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 *J ror r* 1 REDD I SH-IH<OWI< 51 L 1S lON[ (HARD) 20 Ht l>O I !'>*1*-1iM.A w*o I IJM UR.A. I NI- I) ~.AN(!';) 1 OM 10
( "~ ,, 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 *.R .. 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 SIL TY VERY FI NE GF1A I NEC H"RD)
SANDSTONE (HARD)
$0 f;FDDISH-;RA (vF w. HA~o) i'INF .:iR ... INED SM,os*DNE 50 ----1 1 '*"*ER SA\JDSlONE 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-f*ROWN SIL ISTONE (HARD)
><*Dr11SH-,llA'o Fl~IE GRAINED SA~IDSIONE (vtR-, HARD)
BORING COMl'LETEO ON /0-4-69 80R I NG 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 -~TIOI# FEET ~ NOTES:
BORIN0 114 0 *11,,* ;ft'l"!'l'/'r---,-~"!"r*-~-~. '>"**"*I!';*.~-"!"'l!'tm-"""'-*""""~ll!!'S~Ier) aow DEPTH
=
ML O COUNT IN $IJllFllCI ILl*TIOll +2M. ~ r 1. See notes on Figure 2.6-22, Sheet 1 for FEET ~
i'ld r.' I~ ;c; 'Jt-lPLr-1if[)~, I ~jtt-1*1<00*,r w eddition*I exp18nation of logs.
IO 1*11:::1*.I SILTSrmiE (11111"-)
F'I ff IN Sl'l,DS '01.t* LA'fFRS a.ow 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)
.. ti*' I tJt 11 1 l1 I I rJI .,1,1\ I t.Jt I' $*\P*Jll:S JlltJt J1 ~ l'I 20 *ll no I ~*11-l*HOWr..: '> 11 ~ ON~ (tiAhP) 't v. 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% --
111\flK f!l-llDl,.1!-1*1<0WN '.if! f> VlllY Fltlf
---1 I s.-.Nos rONE LA' fR 20 HM~ 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) 30 ~ 1HA'Y, HfUDl":.itl-IHHJWN vr1n t INE' ljRAIN[D 1~fOC'1I SH-BROVJ~. ~Hrlt:Y SIL 1 STOt\!E (HARO)
.TO FINF URAINf[l SMJL~ro1" (MARO) 40 Vf,lY FEW SJ*r.JGY lO"'.ES
,,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 t>Olll N~ COMl'LFTl'I' ON lu-~-69 1 on UNITS 1AND2 111* o ><LrvrL ';'. 1
,', I f)-211-(')
UPDATED FINAL SAFETY ANALYSIS REPORT 60-rHDDISH-llROWN TO Gf<AY Fl!;E GRAINED SA'IDSTONf (tiAl<D ro VERY HARD)
Ir 11FDDI SH-RROWN SILTSTONE LAYER
@ E5.0 1 GRAPHIC LOGS
- liR"D I NG MF:D I UM TO CO,..RSE GRA I Nf.D AND Bf<OtliN SHEET60F37 1*or ll:G COMPLETED ON /0*22-f::C) llr/ Htl LF.VFL NOT HECORDrD FIGURE~
BORING 119 BORING 118 0£,.TH. It:
/JE,.TH Ill FEET t:
..,,,,I 190"9NC3 116
. . . . . . ft6tl!ITIOll + 1g~.2*
DEPTH IN FEET
~ $YMHL*
$UIFM:6 ft6tl!ITIOll
- l'J8. ,,
IN FEET COUNT 0 --- i~~ 1 I ti-:,;,* _i\T~'lY L/*Y!Y SILT DEPTH IN FEET t:
I BORING 121 COCJlllT 0 ---- 0 ----- -~.....- - - - - - - - - - &OW
';8 " ML flHllt15:1ICK S<MLE.RED ~HALEY SILTSTO .. f COf/11/T 0 ---
1*1~Jr.::.1;1 *I'( '>Hf-Ll*-1~t:*an I !:.H-*~P~Y CGAkSE l:!RUNSWI lK SH"LE.WEl\THERfO SILTY (t1A1~:1 To..> J1-f<1'r t1A~L)) 1-JfOOl~H-p1~ow~1 (L**F'r' SILT Arm ':>.ILTJTON[
',ii/..l '.:::O !:il*I. _ r ,.,!";[ S"NelS TONE 10 R1)l*LP1 II<) ~.... 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 HEIJ f IN! *,f<AI NEil 5"NDS*TOtlE BRUNSWICK SH,,LE.GR,,Y, loll'OI U~ Gll,,tNfD
~I l TS TOtH: SMJU~ TONF (11ERY HMlO) 11rn Flt*IF TO MEDIU"" GR/*INfll SM10-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 Hl'RD)
(Ht RD TO VERY RO 30 JO GRADING LESS S"NOY
-- REDDISH.BROWN SILTSTONE (H,,RD)
RED SH,,LE. FISSIL (wn) 30 q()%
40
~OMf I IJTfl<!c<fDD I Nli 1r1 I TH S-"IJOY RfODISti.BROWN MEDIUM CiR,,INFD 5"NDSTONE
- IL I STOIJF 40 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 BO!< IM~ COMPlF TEO ON 10*?*E'1
~EOOISH-~ROWN (H,,RO) rlNE GR,,INl'O 5"N0STONE
\\**Tm LrVIL@ ~CJ' O'C 10-:*11-;:; 1) 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 SIL l Y S~NO~ TO~Jf.
70 PURPLE SIL TY SHl\LE (H,,RD) AND FI NE
- o BORING 118A
!'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 ~
!IORING COMPLfTfO ON Yi' HR LEV(L t: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_,. _____
BORING 120 ML DEPTH *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,,INCD 51\NOSTONf f'RUNSINI cK SH/IL ~-f<cOD I SH-** ,QW'* M,0551 VF
- _XI_* __,,_,.. _____
(>i,,RD)
'_)IL JSlOr.F (HAHO)
&OW O COfl#T . . ._
._.*...,._ _ _ _ RrD SANDY 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 i' I nr GIV I NED s IL TY SMJDSTONE
- 1. 5" notes on Fitu,. 2.5-22, Sheet 1 for 40 trill ~Fl[00f0 flHOWtJ ro Gf<A) SIL !STONE edditionlll explen.tion of log1.
~"'-"lllll\1\Tf'L'l OAliK tirO :illALf-Fl:.iSIL 1 llll:P (11Ae<o) "NC* PURPLISH-GREEN "l n
""-..__ J."rl\,l<>lJ, l1l'il1*
30 SH,,LE 2. For locetion1 of borings,'" FituN 2.1-20.
GMA< MEDIUM ;;f~"INED 10 HP.HO)
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)
IC,Q% (1.1u1a ,,.. TtLY HAl'll) 40 Jo-* ....;:;.a---1 1wr,n1sH- dH.101Jr..1 1
_,,.,rJ(J*_,f!lNt r1N1 TO MfOlllM LIH.*dNfD 1()(1% lil<~J M1*01u"" l.ir<,,INfD S"NOSTOM' (vERY
"*tnn1*.JH-1ii.o.vN s..-.Nn'I s1Lr...;raNE' 0 llJ..IJD)
~rn1Jl'~~t-**Hl)WN rlNt. TO W[QIU*.' .* RAINt.O 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 MJD FI rt!!: 1.if1" I MED 9ArJOSTO,_.E Ll.,ltT Ti.l MfDluM ,,,,,.y MEDlu~* *,R,,INED LIMERICK GENERATING STATION
>"f<iJS TONE (H,,H o) GRAY FlfJf Gf1AlllED
- PfBlJL[ ZONE S"llDSTONE UNITS 1AND2 IQ*~-E9 f\Ok I N*i r'o w.. ni<
l DMf'lfTED ON I' ROoONCl ON 10-2 11-':.1 ao REDD I s1i-eROWN sI l TS TONE (11,,RD)
UPDATED FINALSAFETYANALYSIS-REPORT-REDDISH.!IROWN Gr<Pr FINF TO MfOIUM SArlDY SIL lSTOIJf (H~ow)
.R.t-[)ltJ*..i Ll'iHT GRAY 70 G~,0.\ fl'lf" T(J l~ElJIUM <of'~t,ffD S"llDSTON[
- o (HMlD TO *Jfr*v H~;*D)
GRAPHIC LOGS
!IORING COMl"LETfO D°' 10*24-ECj GR"O ll*G loolt DI Ullol ro CO,,RSE GR" I NEC ao flC~ir.:; CD-Lf'EO ON 10*2*fg SHEET70F37 R~DDISH.!!ROlllN FINE 5"N0r SILTSTONE lrl-'~FC< LEVEL .: 1!3 1 0'* 1(-~li-,:g
'/,! TER LfVEL "OT RfC.O~OED IOO - (H""D)
FIGURE 2.5-22
BORINC!I 130 DEPTH IN $IJ/FM:E ILi..,,. +I ';iq,') I BORINe 127 FEET IJE,.TH IN $UIFM:E ll.ltlATIO# *
- I '/8. 2 I FEET l!ORINe 122 ~fDOtSH-* -,,0'.'/1. r:Lli.'rEi S1L ,*:1 ti SC::f SMJO (s 11 FF)
Mlll'1#:!6 AIVITIO# + I ~2. ~ I flfHJNS*f,lt..K SHALE-M.ASSIVE RfDIJISH-IO C't<l:OWN vE.R'T' SIL. T ~TONI' I I NE l~R.A I NfD S.ANrJ'T' ML (H,.,Rfl) 6Y.otl I-'! l.Jlil'.>11-Hl'l*'#tl '.)IL l'r
- Jlll\INI 0 SAND (OEN~f) t !t11 'U ~~* !JlllM IO - "f<llNS\~1,1( ~HALf-1H'OL1l
- ;11*n1<0'.'.N '.f"i.Y 100%
fll">llSWI CK SH./\Lf - ,i.,I\\ I SH-131101\N FI Nf 10 MrOIUa..4 Gl~,,lr.Jfll ~ ... tlll$l0o'J! (11M-tO TO Vl l'l'l DEPTH :: BORINe 12~
'..>llALf SfAM IN ~ Alt1A7IOll + i '/4, "/I lLl\Y srAM FEET ~ REDD I SH.BROWN lJ IL TY S"NOS 'ONf.MJ\SS I *if I' LAY Sf AM (ll'IAY !ilLTSTONr-:>l-IALn tHM<D)i F[W a.ow (HAR 0)
CAl CI 1 E S TH I N<H' RS GFIAC I NG fH'ODI stt*t'lllOWN 0 COIJNT RO ~*:~
l I REDDISH-RROWN M"'SSIVE vER\ Fll<E GR .. lf.fD 40 S"'l'°Y SIL *s fOl-lf (H,.,Ro) f*.fdJ~JSi1I: K SH.Alf-LJkA'r, Vfll'Y FIN£ lHO.INEO IO SMllJY SILrSTOtlf 30 SHl<L f Y lOMf ~'f n "/I f<Y *~,11.f-;1*1*( ~11 1 LrY 5llf~TQ~.;f (vfRY "i<CU.'!*.1 SH-l*f !_, r J ~,JF ...,,Fo!AU~fG ~ff:O~TOr-Jt Hl-h*;)
11f.DDISH-RllOWIJ SILlY, VEliY Fll<E 'TO l'IN[ !*1\ I( K llf :-J ~/A;;51 1 .1F SIL ~Of I (H . . ,....C) 1,tll\ I NI'[) SANDS IOtlf' (HArm)
Ir()%
60 l<f DOI :.li-Fll!O\~N SIL IS TONI (HA~D) llH>l>IS*ll*Bl!OWtl TO .:;HAY Vf-RY SNJOY SILT* RO If O :; TONF LAYfll (HMTD) ...,_,:'.~
IHDDI SH.AllOWN SIL TSTONF (HARO)
SH/IL f Y ZONI l'OR I~". r'Ol~P F 'ED o~. I r:i- .-r;q flfD M"'SSIVE fl NE GR .. INE~ S"'NGY I 01 1. SILTSTONE (H,.RO)
"1./1T1*1~ L1\.'L ~IOf 1,11u 01*0 flOR I NG COMPL [ T f 0 ON I0*;?4-69 30 WPTCI< LfVEL ij 'J,\ I ON ( Q-21i*(CJ 1r:iox HEDDI SH-Bi>OW~J SH~LEY SIL TST.Jl'JE 10 If O BORINe 128 '0
$0 INTFRilFDDED REDDISf<-FIROWN FINE GR,.,INEO DEPTH RED V[R) SANDY SIL TS TONE' (H .. RD
~n.os TONE N1D REDO I SH-nf<OWN S,l\NQY V[R) HARD)
SILTSTO"f (H .. RD '0 VfR' H,l\RO) IN $""'1'M:E El.ltlATIO#* IP I
- I ' RED SM<O\' SIL lSTONE FEET
- o
- BORINe 123 ~ .,.
0 -- ---* ~-.....- - - - - - - - - - -
I
~ ~.,.. .,
~ ftltlA'11tJll + 15 i
-~IOI#.
- 'JI r,7 "'
801~" i. ML f'f<UNSWl1:K SHALF.F<EO, FINF. GRAINED JOO BORING WATFR LE'Vfl@
COMPL E T[D ON E71 ON 9*24-69 10-24-(')
0 -*** - ----R-fD_O_IS-lt--ll-ITO-WI-~-J(1-llf1-Y-~-IL_T___W_E_llT-HE-~-F'D $MIDY Sllnf (1iAl<D)
'.>~NOY SIL l:>TONF f*RUNSWI CK SH"'lE-REDD I SH-AROWN FINE 1,R,l\llJ[lJ SILTY SllrlDSTONE NOTES:
~FD rl~.f *"A!,.!F.O SIL ::l,At.:JS'D'd:
l*LrKISh-Rr'D 5"'~10" SIL ~-or.~ (H .. RD *o 1. See notes on Figure 2.5-22, Sheet 1 for oFR'* H"D) edditional explanation of logs.
INTERBEDDED, Q,llRK RED SHALEY SIL TS TONE RO l\NO REDO I SH.AROWI\ 5"'NDY SIL TS TONE 2. For locations of borings, . . Figure 2.5-20.
(HARD 10 VE~Y H,l\RD)
- 3. Logs prepared by D.nes Ind Moore.
, fR' SA.ND nORING COMPLEffD ON 9-28-GC)
W' lfP lFVtl Ii¥ fQ~I OtJ 10*24-E<J f\RICK RED 10 REDOISH-AROWN FIN[ l'iRAiN[D S,11NOS TONE
.'ER" 1
SMcDY If O D"RK RED MASS I VE SIL TS 'ONE f'OR I NG COMPL E lfD ON I 0*7*S9 tlO l'"lli:fl IT< !10HING ON 10*211-('J LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT fif D 51 L FINE 1
>R,.,INFD ~,_NT'IS DI-IF (H,.,RDJ 1
'FO *JfH' SM.0' SIL'STONf GRAPHIC LOOI
!*01< If* ' Ol:PL E I FD or '1- . . - "') SHEET80F37
/1 Tl"., ll. 1 I l r-JOT 1;f"1 () ,1 1 FIGURE 2.1-22
BORINa 133 DEPTH BORING 134 IN ~M:E Al..TIO# *IE2. I' DEPTH BORtNa 134A FEET IN DEPrH FEET IN FEET llE~TIOI#
19<) ~
ML 1-.1* J SAND> :> 11 l ( vf R~ 5 1 r*~)
MOW O COUNr 1110 ~
SYl#OL__......~--------
PFOJ SH SIL; l I,. \IV!- H
..........~
ROCic.: f RA'1Mf'h. s c::r 0 -
$Y.a..6 HI[>(") I '.iH-l*!(Qf.'l 1 r,1 /." '::. 11 r,4t DI !.I'/
I(,'( ~
100/5" ML J 11 H)
RktJN>~llCK 10 ~ llRUrJSWI rK Stt,0Lf-P'Rl\GMENTEIJ Rf.[! ,, IL 1-Stl ...Lf-*1£001!>11-l,lflOlilN !>tlAl.£Y 10 - - SILTSTONE (11 ... RD)
$ TDNr 1()/') ~ J.lEDD 1 SH'"ClROWN S 1L TS TONE (HllRD)
IO RFD SILTSTONE BORINa 131A DEPTH
~o IN I' FINE ~R ... INEO RED SANDSfOIJF@ :,;*~.0 1 REDDISH-llROWN FINE GR ... INfO SIL Y FEET SAllDS TONE (MODER ... lfL Y H,ORD)
REDD I sH-AROwN f 11,E GR ... I NED s ... NOY RE~ F 1r1r GR ... 1NEO SAl\OS'ONE SIL 1 STONE (t.1DDERI\ TEL"* HP.RD) 30 ~ED "I NE GRA I !'\ED SllNDS '0r<E (HilRD) REDDISH-RROWN FINE GR.&INED SILTY SANDS TONE RED SIL TSTDf.IE RfDDISH-[lftOWN SIL lSTONE (HllRD)
Pf~ SIL *5 <OfJE liRt,NSWI< I( SHALo-llEilDl 3H-BROWN M... SSIVf 40 REDD! SH-AJ.lCWM VERY I' I NE GR ... I NfO I I l TY SIL TS TONE (t1P.RD) 40 5ANDST0Nf SAND I ER G;;~ DI IJS SMJD I ER RO 1<ro TO *,llAY, SMID 'S TONf FlrJE TO !ftfCIU:ft Gl:f-llJfD
$0 Pt,RPLE l~fDll;M GR ... I NED S.l! DS '0'.f ~ED F'i r.E GRAINED SAi.OS IOfJE (H ... RD)
~o 60 "EL' SrflDY ~ILT5Trn:r
-:Jr ADlrn SI '!0 If"**
"'fDDISH-i<ROWN SIL TY Sllf<.DS'ONE (H ... ,_D)
R~DDI sH-r-f>utJtJ 51* TS *c~JE (H .. RC.)
f* ED FI NE G<ll' I' JED SANDS TONE RED SIL TS TONE (H ... RD) l<FO 5ANDY SILTSTO!<f (Hfl1D)
SAND~fONI ao ao i<fD
Ll1~PLl~lf-il*/.'
(Mr*citUM ,;hAINI o)
SIL1~1Ur~,r. (t1At*L 1 )
REDDISH-BHOf;<J Gf<P. I le ED SIL T'r VEl1Y FINE SH<DS TONE TO FINE (HARO) ~Ul*~L< , Vt:<<Y I I~)[ C.'l~ I IJED SI' NOS TONE ao HIGllLY JOINTED l\ND FRACTURED; REDD1s11-ARDwr. M... SSl*IE SIL1Sf0NE (H ... RD) f<lf), SLl!1t-ITLY S~NDI :....ILT:fONl" ~1-5 1 TO 85.0 1 90 (vrt<Y HAIW) REDD I SH.BROWN SIL f ., FI NE GRAINED 90 ';RADF.S 10 Rf.D SllND'I" SILTSlONf S ... NOS TQ~IE (H ... RD)
REOOI SH.AROWN SIL r*, VER~ FINE GR ... I NED RFOD I SH.RR OWN SIL 'IS !ONE
- 3M.OS 'DIS (HA~D) 110H IN.; COMP F 1FD ON 9-2{,-,'.;9 Hf"{'[l I Slf-PlWWN JI LIS I Or-JF .
c~.'HtSS I VE) 80R I NG WATEf1 LEVEL@
COi.iPL E TED ON E2 1 ON I 0-1-59 I0-2LJ-i:<J il**ff,; L£V£L ~' ')01 ON IQ-211-69 HEDDI s11-sROM* s IL I., S ... NDS fOl\E AO,_ li'<G CDMl"L f TED ON g-~Q-':g REDD I SH-RROwM SIL TS 10NE (t; ... RD) ~,1'1fH LfVfL POT ~~[COROfD ao REOOISH-E,lOAN SILTY VFR'f Fti*IE :iR ... HJl':D s;* JSTO':E' (?r'.~rn) NOTES:
REDDISH-~ROl'JN S1,_*510NE (H ... RO)
BORINa t35A S ... NO\ DEPTH BORING 136A 1. See notes on Figure 2.5-22, Sheet 1 for IN DEl'rH IC FEET IN MJlll'l/iC6 <a1'10ll +I ~I
- 5 I
- additiOt'llll explenation of log1.
FEET 2. For IOC1tio111 of borif111, . . F.,,.. 2.5-20.
&OW 016Clfll#T'IOllS
/00 0 COUNr $Y.~WC.-**"-*-,...-~...~-0~5~1~L~1lll*,~c1*.A~**,"':,_~,~'~"~~:'."~ v~ l l,~, ,": .,'!'1 ~.r~:1:":*,*.~,s 0
~ llY.a..* 3. Logs prepared by o.,.. mnd Moon.
REDD I Sti-BIWWN FI NE
'Sit'[) SANDSTONE TO yf*RY FI NE GRP. I NED (H ... HD) 5 l'I 0 -- *- -* ~--...-*,,*,.*D*ll*I*~,*i-*A****o*w*N-CL*/l*\*l*.,-f*l*N*f-SA*N*D*\-S*l-LT nF:rDl~H-li1l01.fl SILTSTOrir (HP.RD) 92.
ML 2'/ ~ f R/11;t.1fNT~
Jfl/:! 11 1
l t ML >'II Tl\ :-(l,1( <<ClCK 110 fHrnrJ*~\'¥11,1'\ *,111'\LI -oAAK HI() 'II( ATttrfO ()
BllUNSWICK SHALE-RED 51\NDY SILTSTONE
'.JH/\L j (rAf 1U!" 1t,A I f"l y !..Or r)
/0 (1.1rn I UM HARD ro H ... RD) llFI> ~!LISTON!" (t.10()t1l,Oll:L' 11/ll<U) 120 D/lkK nRI CK RFD !IL fY SH"'LE AOR I NG COi.iPL[ T[O ON 9-26-9 Wf-TE'fl LEVlL rJOT RECO'lDfO LIMERICK GENERATING STATION VERY SANDY FROM 23 1 TO 25 1 UNITS t AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 1
40 - ~--:ill'liii""iiiiii"""_ __. RED FINE GRAINED SANDSTOl\IE (HARO)
IWllCWll9 BORING COMf>L ETED ON g-~-6(}
LEVEL @ 8'i 1 ON I0*24-69 SHEET 9 OF '37 BO,_ING COMPLETED~ 10-1-69 WATER
'NATr~ L[\IFL II 51 O~J 10-24-69 FIGURE . . .
BOfttNS 1!50 BORINC! 1!50 Tri
~ rn.<<*
~ . , . . , , _ +250. I 1 DE,.TH IN FEET DE,.TH IN FEEr
&OW
=
I $YW<<JL*
IU/lnJC6 Alta,,. + 122 .4 1 o 1 ~;-~---~gr-~~~~~"Tr.'r"~rnm- SHALEY ZON[ o~' REDD I s11-,,ROWN FI NE TO MfOI UM GRAINED 8;!"
SANDY SILT (MEDIUM Sr!FI' TO SllFF) 26.
llHUNSllll CK SHALl* IAN, YfLLOWI SH.BHOWN SHALE INl[fH!F.DDfO 1111 IH TAN FINE 10 1ao 125 " r.. ~* :-, '..:.!-' ! ' 1_ J. * ->O; I)
RED SIL' G .. AVE_
MEO I UM GHA I NED SANOS TONE ( SOf'T ro BRUN SW I C:K SHALE
- REDO I SH-l!ROWN FI NE TO MEDI UM HARD) IO MED I UM GRAINED SANDY SIL TS TONE (HARO) HI GHL' FRAC TUREO AllU~ISll/I CK SHALE - DARK RFD SIL TY SHALE QR,\OING SANDY WI TH CLAY INCLUSION!> IO SHALEY ZONE GRl\OING SANDY RO FEW CALCITE STRIN8ERS GRllD I NG VERY SAND' REDDISH.GRl'Y,HIGHLY FRACTURED, FIN(
GRAINED SllNOS TONE LDC KA TONG Mf:ll9ER.8LACK SHAU'. CARllONA*
DARK l*ED SILTY SHllLE (HAf10)
CEOUS 1111 IH CALCITE S rR I NGERS (HARO GRAD I NG !!ANDY TO llERY HARO)
LESS SANDY, FEW CALCITE INCLUSIONS 30 REDDISH-GRAY SILTY VERY FIN[ TO ,.INE OA*K GRAY SLIGH'LY SANDY SILlSTONE GRAINED SANDSTONE-MASSI\/£ (HARD)
CALCARE:OUS ZIO REDDISH-GRAY SANDY SILlS,ONE (HARD) 30 AOUK flF:O, flN[ uRAlllfO Slll!OY SILT:)TOIJE FElll CALCITE STRINGERS (H,<i<O)
\/EllT I CAL *HIGH ANGLE FRACTUIU:
GRAD I NG GRA) 40 GRAD I NG VERY SANDY A111 :*t( ;n:o. FRACTURfD, SIL TSTOfJr (HMiO)
HIGHLY FRACTURED ZONE GRAY \IERY FINE 10 FINE SANDS10NE LAYER INTERBEOOEO BLUISH.GREEN llLTSTONE ANO BROWN MEDIUM GRAINED SANDSTONE z~o REDDISH-GllAY FINE SANDY SILTSTONE SHALE PAR' I NG llLACK SHALE 1111 lH FEW CALCITE STRINGERS FEW CALCI TF. INCLUSIONS 50 VERY SANDY ZONE CARllONACEOUS (tiARO)
GRAY SLIGHTLY SANDY SILTSTONE-BANDED CALCAREOUS ( \/ERY HARD) GRADING VERY SANDY WI TH SOME SANO-SlONE GRAD I NG GREEN I SH.GHAY GRADING LIGHT REDDISH TINT 60 REDDISH-BROWN 'O GRAY SILTY VERY FINE GRAY VERY FINE TO l'INE GRAINED SANO*
TO l'INE GRAINED SANDSTONE (HARO) l!RUNSllllCK SHALE-DARK REOOI sH-11RoWN- 140, $TONE (HARO)
SOME SIL STONE RED FI NE r-RA I NED Sl.L TY SANOS TONE GRAY SLIGHTLY SANDY SILTSTONE OllRK RED, HIGHLY FRllCTUREO, SILTSTONE NON-CALCAREOUS GRADING REOOI SH ~HARD)
SIL TS TONE LAYERS 70 GllAY llERY FI NE TO FI NE SANOS TONE WI TH llROWN FI NE TO MEO I UM GRA I NEO SANDS IONE SOME RED SANDY s IL rs 'ONE LAYERS HIGHLY FRACTURED.FRIABLE (MEDI UM HARO) 160 Rf Dlil 511-f'l<OM> Slll\LEY SIL* s*10NE (HllRD) 70 "RAUi N*, I. fl<\ SANO\. M*O (iflAY REDD I SH.BROWN SIL TS TONE 1 SANDY A I TOP I~ GRAD I NG M!':D I UM TO COARSE GRAINED (HARO TO \/ERY HARD) ao GRAY FINE GRAINED SANDSTONE MASSI\/[
(HARO TO llERY HARO)
F!ORING COMPLE:TE:D ON IMT.tH LEVEL fii 3~ 1 m1 IQ-I-Sq 1()-211-E'I REDDISH-BROWN SIL s*oNE (HARll) FEW WELL CEMEN fED OCCASIONAL HIGH ANGLE FRACTURE CALCI ' [ STRINGER ANO INCLUSIONS GRAD I NG SANDY so GRAD! NG DAllK BROWN-FR I ABLE PEBBLE ZONE GREENISH-GRAY FINE SANDY SILfSTONE REDD I SH.BROWN SHALEY SIL TS TONE (HAllD)
GRAYISH.8ROWN PYRI TIC FINE TO MEDIUM GRAINED SANDSTONE-SOME SILT (VERY PEBBLE ZONE HARD IOO GRACI NG VERY SANOY-GiRAY NOTES:
REDD 1 sH-llROlllN SANDY s IL l STOr.E fEW SHALE PARTINGS PE!!JBLE ZONE GRAD I NG GRAYI SH-l!ROllN WI TH 1. See notes on Figure 2.5-22, Sheet 1 for INCLUSIONS (VERY PEBBLE ZONE SAt<OY) llO PEBBLE ZONE lddition*I exp&*n*tion of logs.
BLUI SH-c;RAY SIL TS TONE LAYER "EOUl:>H-tll<UWN-(;RAY FINE STOMF. (HARD)
GRAINED SANO-PEB!'LE ZONF REDOISH-AROWN TD GRl\Y SILTY VERY FINE 2. For loc.tions of borings, see Figure 2.5-20.
ar<ADlrJ*, MEDIUM flF1AINCO LIGHT GRAY FINE 10 MEDI UM GRAINED
- TO FI NI' GRAINED SANr>S T9NE L.WEP REOD I sH-BRO~*fJ SIL TSTOr~E \HARD)
- 3. Logs prepwed by o..,,.. *nd Moore.
INrERBflJDED sA~msro~JE AND s1L1s:oNE SANDS TONE (tiARO)
REDDISH-BROWN SIL1SIONE (HARD) WITH GRADING SANDY IN PART SIL TY ZONE CALCITE INCLUSIONS FEW JOINTS WI TH STAINING FEW CAL<~I TE: INCLUSIONS ANO STRINGERS
- -EW CALCITE INCLUSIONS FE
- W SANDY ZONES REDOI SH-AROWN SIL TS TONE INTERBEDDED CALCl1E INCLUSIONS WI 'H Rf DO I SH-BROWN VER) FI NE TO REDDISH-GRAY FINE 10 MEOIUM GRAINED FI NE GRAINED SANDSTONE (HARD 10 SANDSTONE (HARO) VERY HMO) CALC I T*E INCLUSIONS 1NTERBEDDEO SANDSTONE WI 'H SILTSTONE GRAD I NG SANDY
-SDMI' CllOSS BEOD I NG
'\_ FEW CALCITE INCLUSIONS REOOI SH-BROWtl SIL TS TONE (HARO) FEW
"-.cLAY SEAM l!IORING COMPLETl!:O ON 10-22-Sq CAlC I TE I NCLUS 1 ONS GRAY FINE ro* MEDIUM GRAINED SAN!!ISTONE WATEf< LEVFL NOT RECRODED (HARD) GRADING LESS CALCITE INCLUSIONS GRft"NI SH-ciHA) SHALE, CAL~AREOUS (HAJW)
Rf DO I s11-HROl\N ,; IL ls fONE (HARD)f fW CALCITE INCLUSIONS PEBl!LE ZONE LIMERICK GENERATING STATION (iRAOING SOME FINE GRAINED SAND-STONE UNITS 1AND2 LIGHT GRAY FINE TO MEDIUM GRAINED UPDATED FINAL SAFETY ANALYSIS REPORT GRAY I SH.BROWN FI NE GRAINED SANOS TONE !!ANOS TONF (HARO)
(HARD) REDD I SH *I" ROWN SIL IS TONE (HARO)
REDDISH-BROWN SLIGHTLY SANDY SILTSlONE FEW CALCITE l'ICLUSIONS FEW SCAT'ERED INCLUSIONS (HARD) GRADING SOME SANDSTONE llORING C~U:Trn ON 10-22-69 GRAPHIC LOGS W~TF.R 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
= FEET IN FEET I
&Oii
~ Altancw *258. 7 1 &Oii 0 COU#r $Y-._<<_*,..._'!'!!'!'~!'!!l!!!'~*~Xlfll'~"!!"!"!i'!"r."'!'~.-~"'!'"'"""!""'111111111-RE0D I SH llROWN FI NE TRACE OF CL!IY (STIFF)
Sit.NO't' SILT WI TH ,_!;~T .....- .
o~"""" ~,~,-------..------------------------
r;fL'ul)~t-fi*OI"~;;
- -r: IO
- OCOU#T FEW THIN SANOS TONE LAYF.RS (Mtel UM ST I FlMf ff)
GRA.JrJfO SANDY SILT
.. EDD I sH-eROWN SIL TY S.'IND TOP50 l L UW SIL TSTONF LllYERS
!!RUNSWICK SHALE-DARK BROWN ~INf GRlllNEO
!!RICK RfD,DECOMPOSED 1 SANDY SILTY SHALE
(~TIFr TO MEDIUM. HMO)
IO S.'\NOSTO"jf, FRI !l!ILE (HllRD) f<EDDISll-BROWN SILTSTONE (HARD) FEii 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 GRAY FINE GRAINED SllNOSlONE BED (HllRD)
GRAINED SANOS TONE (VERY HARD) RO 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)
SHAL'E ZONE BORING 152 RO REDDISH-BROWN SIL TS TONE ANO SHALE l"if DG I SH-~ flOWN SIL TS TONF (H.'IRD)
DEPTH C.'IL C I TE INCL llS I CNS SOME CROss-llEOOING SHALE'!' lll'TH C.'ILCI TE STFI INGE"'S IN ~ AEtaTIOll
- 254 *.gr SOME SAN{) REDDIS~i-BROWN SIL!' VERY FltJf TO FINE GRA I tH I) SANDS TONE (HARD)
FEET 30 REDO! SH-BROWN SJ L TS TONE (H.'IRD) FEW
_°'-"---.. . . . .-*!!"'Xlfll'-~!'!!!"!"IO,!'!"-""!!'!"~'!'!""'!!'~
C.'ILC I TE INCLUSIONS AND STRINGERS
~
- JO $HllLfY ZONE 0 ,,,.. . L I GHT YELLOlll SH-llROWN CLAYEY SILT '
GnAD I NG SMIDY WI TH CALC l TE l/E I NS r,RAO I NG REDO I SH-llROllN REDDISH-BROWN TO GF!AY VERY FINE TO Fl'£
<311,a, J NCO SANDS TONE (HARD)
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 LOCKA TONG MCMllER-!!L UI SH-GREEN SHAL EY REeD I SH-BROWN SHAL EY s IL TS TONE (HARO)
SILTSTONE FRACTUREO IN P'ART Gf'lll r~rD SANDSTONE (HARD)
SANDY IN f'!IRT 50 PEBBLE ZONE RFOD I SH-BRO.-ri 51 L TS TONE (HARO)
GRACING YELLOlll IH-BROllN 801111\li CDMPLfTEO O~J 10-23-9 SH.ALE~
SOME I NTERllEOOEO SANDSTONE Gl>.'IDING VER't' S.'INDY wt.Tr<< 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 Gfl,O.DING MEDIUM GR,..INED SANDY ZONE SH,O.LEY ZONES ao PEflBL E ZONE RcDDI sH-GRA\ SILTSTONE LAYER GRADING MFOIUM TO CO.'IRSE GRAINED GR.'IOING FINE ()RAINED 50 GR ... O I NG LIGHT REC RFD[l I sH-flnowN SIL TSTONF r11Lr.1rr srP1f1r,rns (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 , <':l'OSs-nEOOEO. (HMO)
PrJJOISfl-l*PIJWIJ SILTSTONE; SANDY IN PART (HARD)
S'.lME CALCITE INCLUSIONS .'IND STRlrJGERS
~r: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 I PURPL I sH-oqAY THrN GRfrN SH~E LAYER MllSS I VE 1. SH noWI on Fiture 2.5-22, Sheet 1 for 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\Lr I TE 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
<~FOOl<;H-l'!ROWN SILTSTO~IF lH.'IRD) ~ORIN!; COM*~ETED ON 10-21~9 UNITS 1AND2 RPOWNISH-GPA)' F l~ f1 GJ7,-~NFO TO MEDIUM WATEn LFVEL ~')()I ON 10-24-6<)
Gr>A1r11 D SAl*JD'; 'IJrJ.~ (>!ARD) UPDATED FINAL SAFETY ANALYSIS REPORT RrDD I sH-!lr<OWN s I LTSTONF (H,,RO) C,0.L cI TE Slf>JNGFR~ A~ID l"F*W IN<'L\JSIONS P'l" llJC, ( lllALI ,, (l oi1 1.1-1i::-r9 wr rr11 LrvFL "" I ()(;,'. 1 I r.i-;:>11-r,')
~L4*
ON SHEET 11 OF 37 FIGUREa.1111
llE"11 I#
FEET e
I l!K>flttNe 187
..... 61.1~+211.41 DEPTH BORIN8 1ee
/JEl*TH I#
FEET i llORIN8 18Q llJlll'//IC6 616..,,.,
- I 74 . 4 I DEPTH IN FEET BORING 201
$lll#'llCE AIWArlOll + I 60. 5 1 IN llJllll'M:6 ~
- IE9. "° 1 0
&OJI
~~ 1r~-°'-*...., ____ *_~_,,. ___,_"11#
FEET Htl<J'tf!J :.At1D'( 1 Lf,\ !OP ,f)IL ~5"'
Ht.Olll '..:>li-Hl*li'Nr!
f'l A 'f-~HI{ K \
i- lf1f_ 10 MEDI UM ~ANOY a.ow COU#T *wro r flllUNSWICK Slf'l.E.REOOISH.~ROlllN Sil. I 1111 TH 0 -* -- l>rilO I -;11*n**OllllJ SMIOY S 11. T SOFT
'ilitlll_ I FHl\uMfNTS 66%*1E%
REDOI SH.BROWN .CLAYEY FEW ROCK FRAGMENTS SILT WI TH !I IO !IHl-Jf.J ,~11' 1tll1l.I -111 IHJI ~)tt-1111<1WfJ *,11 I;, 10"11 or O*At'OSI [) l<fOO I SH-llRO!f"l VERY SllNOY IO ,;lll\Y I oH-llllOlllN' wrA THERro, 1111 0 I l*M ltllA I Nt D 10 GRAD ING WI TH MORE ROCI< F'RAGMENTS
'.ll'ilJrl', '.../11!'11 (\.WH'r H,-1,IJ) SIL fSfONf S/\IJD',.vr!f(MOD[RATFl.Y .HARO) TOP OF ROCK @ E~ 1 BRUN SW I CH SHALE kEOD,, .r-011owri SI I. TS TON£ (HARo)
REDO I SH.BROWN SANDY SIL TS TONE SHALt -Rroot SH-f!ROWN Y[O I lM (MEDI UM HARO) WEATHERED TO 10 1 10 STOl'<f SMIOS TON(. (HAllD) 10 GRllYIS~*-f!ROWN CiRI\ I NfO VEl!Y FIN£
~*NO:> TON[ (HAHO)
GRAINED TO r1r1f RO SI l TS TONE BE COM I NG HARD AND SIL 15f0N[ (MEOIUlil HARC) UNWEATHERED DARI( RfOO I sii*1111owN SllNOY s IL rs TONE GR.AiOfS GR,.,YfR H[llD I SH-111<01111; SIL TY FI NE GR,- I NEC WEATHERED /\ND SLIGHTLY DECOMPOSED
(~1Mrn) 1,1111ors TO VE!t'r F INF GRAINED Sii. TY IN ?
11 ZONE@ 16 1 VNDS TONE (11 .. HO)
SllNDSTON[ SOME HAIRLINE CALCITE FILLED 1<[00 I SH-llllDlllN FI NE Sl*NOY 511. TITOl>j[ 1 DARK BROWN VER' JANDY SIL TS TONE VFHY MASSIVf (vERY HARO) 30 RfOOI s11-!IROWt1 SIL. TSTONE (HM<O) BEOD I NG JO I NTS (LI MON I H:) **roo1sH-t!ROWN SILTY FIME GR.-IN[C SLIGHTLY WEATHERED -
l<lOlll~H-F!llOWN TO AROlllN F'fNE GRAINED N[DOIStl-flnOl'IN TO BHICK RED SIL"S10Nf' S.<MOS TOtl[ (VERY H*f<D) LAYER OF VERY FINE-GRAINED
, SANOS IONf (1<llRO)
M*:,s 1vr -'EDDI SH-!!llOlll!*I SMJOY SILTSTONE SANDSTONE FROM 281'-2<1 1 kfDDI SH-~ROWN ~IL TSTQllJ[ (HAl<D)
JO f'l*I< µFD THlrJLY llED0£D FISSIL IH,t.L[ GRAD I NG LESS SANDY (SOFT TO MOO[l<ATfL Y H,.RO) l'l<OW*JISH-f 1 ED SANDY SILTSTON[ (VERY. "o "o SLIGHTLY WEATHERED@ ?4 1 GRAD I NG GRAD l"NG WI TH SOME WI TH LESS FI NE SAND SAND llf">D)
REOOISH-BilOWN rlNE Gl1*1Nf0 VEllT SPNOY Srt~LE\
SIL TS TONE (VEllY HARO) O/\R K Rf DO I SH.flROllll'I Ft l>j[ GR.- I Nt: 0 SMfOY GRAYl~H-l!RO.,,,. ~IN£ GRAIN£0 ... ICtllC[0US "o s IL TS TOrl( ( vrRv H*RO)
H~OOISH.l!NO~ SILTY FIN£ Gil'AIN£D 60 S.-NUS TOPJ[ (MOOE RA TEL Y HARO) 60-SlllJOSTONf*SLlliHTLY FRIA~L[ {HAl'IO)
RE DOI S'1-!!HOWN SIL, TSTONf (HllRO)
L IGIH EIHOWNI SH-!H!AY V[liY SANDY SIL r*
sTom (tt.u<o)
HfDOI SH 9 BROWN FIN£ GRAINED SANOS TON[
REOOISH.8ROlllN SILTSTONE SOM£ IAl>jDll'IO GRADING TO REDDISH-BROWN SILTSTONE (1ti1HO)
SPNOSTO~*!r LIGHT SANDY
!!ROWNISH.GRAY Fil~ GRAINED VERY SIL TS TONE (HARO)
-:,RACING LIGHT GlllAYISH-!IROWN SILTY 60 ~fODI SH.BROWN MASSIVE SIL fSTONE (Ht11RD)
- o-~-.. .....__. WI TH CALCITE FILLED BEDDING PLtllNES
!ff OD I 5H-hl'O'Nr I s IL TS T OrJE-l*Af. ~s I vr. *.,1/-.1 l'r LEl#T# BORING COMPLETED ON ?-E*70 lHI r1 /*L* I TF 3F.A*As FINE TO COA~SE GRAINED SANDSTO!>j[ CASI NG TO 60 1 REDD I SH-p:1c'MJ FI ti[ Gl<.A I rwo ~/dJ[JS rOf!F (vFRY HARO) 0, C0/1£ WATER LEVEL NOT T/\KEN fRI ;:I( RED SM-!DY SIL TSTOI~ llUM,. ?00-LB* HAMMER DROPPED 24 11 rHlrHLf (H/\RU) li~,t.O I NG Stt,t.L (Y D*~K f'ED SHALEY SILTSTONE SIL TY SANOS TONE '£1'C£MT llfODISH-~-.OWN VE<<Y SA"JQ\ SILTSTOfJE IHDDl~H-f'flOWN SILTSTONE INTEIH!ED0£0 llECtwEll'I (vEc<Y Hr HD) M/\SSI Vf AT TOP O.A1d( :~EIJOISt-1-AHOWN FIME Gr1r1~ffo Sf*~ID AllD II. 0. D.
sr:iw (vFnY H*rio) 70 GR,t.O I NG WISS I VE ao '
h:EOGISH-P*~GN~-J (v~'*Y HA<>)
VEf.'Y "ASSIVf S.ArJOY SILTSTOr'[
GRAD I NG l'URl'L I SH-RE 0
'- REeH~ ~~r Tgr. ~~ ~ y S ~~ ;~)'JNE 'H SSI v~
REOOISH*c.HAY SILTY FIN[ GRAIN[O SAl>j0-11[ . . . GRAY I SH.!!RDWN FIN[ GRAINED SANOS TONE
- o G~.ADlrJG y s1~rmr
"-f<fDQIS;1-;1,Ql\rJ SILT\ SrrJDSTO'-Jr (*1f,,; ao Sl0"1£ (VERY HARO)
GRAOlllG MEDIUM TO COARSE GRAll>jEQ (HllRO)
Ii~ *-0) RfODI ~H-8k0W~>I S'L TSTONf (HARO)
GRAD I NG FI NE ii RA I NE 0
<<E"O SIL fSTOIJE (HARO) liRAOING MEDIUM TO COARSE GRAll>jEC
't-<fOOISH-f***ONt~ StLT'I SANDSTJ'!F (vF 'l-SOME CL,t.Y F ILLfD VUGS NOTES:
11;-..*r>)
/00 P1 OWN (HA1m) ro ()d/,'l t,W[*lllM lili,l\)~!rO SANO:jTON[ *o GRAOIN'* BLUISH-GRAY GRAINED SANDSTONE FIN[
(HARO)
TO MCOIUlll IOO
-tlEOOI sH-r>l/QWrJ SIL TSTONt: (H~i.o) ii RAO I NG M<:O I UM TO COAR5[ GlllA I l>j[Q 1. SM notes on Fiture 2.5-22, Sheet 1 for SLIGHT1.Y WEATHERED GRAOlll(i rtNf GRAlll:EO GR,t.y, REDOISH.8ROWN vERY FINE GRAINED 8dditional 1xplMation of logs.
GHADlrJl.i SAf~O'I- IOO RF 00 I SH.l!ROlllN FI NE GRAIN[ 0 :;,t.NOY REOOl 5H-flROWN 511.l; fOME (HARO) 2. For locatiON of boring1, ... Figur1 2.5-20.
110 QlllAY-l't[DD1sH-BflOlllN '!ILIY SM;O~ ram: (HAH!I)
GRAOIWi ~~fOIUM
~FCDI s>--Elf'DWI. SILTST01,r (Hrl<O) r:i~A!f"J:':l-
(,fRY H.-Ro)
FIN[ G!ilAll>jED ° ~R,t.y, (HAHD)
Rf DOI SH !!ROWl1 SIL TY Mt:UDll>H-llHOWN Sll.TSTO~*( (Hllilll)
GRAY. REOD I sH-DROlllN s IL TY S*NDSTONE VERY r I Nf
- 3. Logs preJ*ed by o.,,.. and Moor1.
llROwr.1sH-GRAY FINE GRlllNED MF DI UI<' "RA I NfD SAf'<DS'TOt1f TO ° HCiHll Sn*&..O*f'< ~ t Nf 1ir<AH1~D SANO' c;n111"fD SllNOSTO~JE (HllRD)
RfDOI SH-!!ROlllN SIL TS*TONE (HllRll)
SILTSTONE 1111 TH SOW SILTY Fit*[
GR,t.I NED SllNOSTONf (HARO)
GAAO ING SANO'Y I .. 0 GllAY*nroo1~111-eROWN SILTY VFR\ rlNf 130 GRAINFO SANDSTONE INTfRllFOOro WITH Rl-00 I ';H-liROWN SILTS TONE (HllRD TO VEf<f HAkO) BORING COMl'LETEOON 10*10-9 REOOfSH-~ROWN SIL !STONE (HARO) "'llTER LEVEL NOT RECORCEC l"O GRADING TO MEDIUM GRAINED LIMERICK GENERATING STATION 160 - UNITS 1AND2 llOH I N<.i COMPL f TfO ON I 0* I 0-9 1.AT1i; u*vrL Wl 1 10~-' ON I n-:'.!1-t"--) UPDATED FINAL SAFETY ANALYSIS REPORT
!!O ~ 1 NG COMl'L f'TfO ON I 0-14*<~
WATER LEVEL NOT RECOHDfO GRAPHIC LOGS SHEET 12 OF 37 FIGUREP.11
BORING 202 BORING 211 BORINC3 214 BORIN0 216
+I ';J/. 2' DEPTH DE/l'TH DEPTH =
IN FEET IN FEET IN FEET 1 ~ Al..TIOll +IE!3' t#/J:r $YWOLS 0 ~ $YWOLS DE8Clfl,.r/Old
- - - - - - - - - . - * , . , * , * ,
- F
- R_ _ _ _ _ _ _ _ _ _ _ _ __
~ SYWOLS CLAYEY SILT WITH ROOTS 0 ~ ---.-*R~E~D~D*l-SH*-~B~R.-wN~C~L*l\*Y~E*Y*S~l~L~T. .W~l~TH~R~O!"!C*K . .. () ~l'I ---.--R-ED*D*l*s*H~--BR*O~WN-*C-LA*Y*E*Y-S*l*L*T--------
REDDISH-BROWN CLAYEY SILT FRAGMENT RROWN FI NE TD COARSE SAND WI TH COARSE l'I GRADING WI TH ROCK FRAGMENTS TOP OF ROCK @ 51 SRllVEL AND COBBLES 83.
ML GRADING WI TH ROCK FRAGMENTS GP TOP OF ROCK@ 71 BRUNSWICK SHALE BRUNSWICK SHALE BROWN SIL TS TONE-MED I UM HARD BUT REDDISH.BROWN SLIGHTLY SANDY SILT*
WEATHERED AND HI Cl HL Y FRACTURED 10 TOP OF ROCK @ 91 STONE
- MED I UM HARD
- BROKEN AND BRUNSWICK SHALE TO 3QI !OP OF ROCK AT 12~ 1 SLIGHTLY WEATHERED TO 15~ 1 REDDISH-BROWN SANDY SILTSTONE P'li!NSWI CK SHALE GRADING TO MEDIUM BEDDED TD MASSIVE SLIGHTLY WEATHERED TO 231 l'"'l'f;-, I PEDDISH-eROWN SILTSTONE - WEATHERED 1
SILTSTONE, HARD GRADING WITH FINE-GRAINED SAND MJC LIGHILY FRACTURED TD 22~
RO RO - :::;PP.DING WITH FINE SANO GRADING TO LESS SANDY SLIGHTLY SANDY FROM 27~ 1 TO 28 1 GRADING WITH LESS SAND GRADINS WI TH LESS SAND 30 GRADING LESS FRACTURED 30 --
'.:;RE':N I SH.GRAY SHALE-PAR1L Y Wt A 1HEREO pcJD FRACTURED HIGHLY FRACTURED ZONE FROM 35 1 *37 1 REDDISH-GRAY TO REDDISH-BROWN FI NE-GRI\ I NED SANDSTONE fOPING SOMPLETED ON 4-1-70 GRADING THINLY BEDDED AND WITH HIGHLY FRACTURED FROM 40 1 SQI TO I 2~ 1 CALCITE STRINGERS FROM 41 1 TD 43 1 40 TO 40-- r PS I NG 140-L P. HAMMER (ciJ 30" FALL REDD/ SH-BROWN SIL TS TONE GRADING TO MASSIVE SILTSTONE LEl#TH NX DOUBLE TUBE CORE f'ARREL REDD I sH-13RllY CROSS-BEDDED SANDS TON£ GRADING WITH MO~E FINE-GRAINED SAND O' CO/IE 50- llUll, REDDISH.BROWN SILTSTONE
,.EllCENT llECtwEll'r A/llD If. O. D.
- 0---......- ......
LEl#TH BORING CASING WATER LEVEL @
COMPLETED ON 3-10-70 TO 10 1 *o -Ullll=::::J GRAY.GREEN I SH SANDSTONE BORING COMPLETED ON 3*5*70 BORING COMPLETED ON 3*4*70 CASI NG TO 10 1
. , CO/IE 11 LEl#TH LEl#rN
°'
11 300-LB* HAMMER @ 24 FALL NO CASI NG USED WATER LEVEL @ 30 1 3 ON 3*5*70 11
"'CO/IE NX DOUBLE TUBE CORE BARRE_ WATER LEVEL 140-LB* HAMMER@ 3() FALL 140-LR HAMMER@ 24 1 5 11 COllE
~llCEllT 1111111, FALL NX DOUBLE TUBE CORE BARREL llECOflE/W MID If. fl 0.
,.EllCEllT llECWEll'r NX DOUBLE TUBE CORE BARREL DEPrH : 'EllC£11r llECOfl£/W AND II. 0. 0.
A/llD If. ti. D.
IN FEET
<<OW 1
BORING 208 O COUNT SYWOL-*s_ _ _ _ _ _,.,_x_'lf,,._r,*'°"'--------~
IJEl'TH It: l'I ML 10 GRAYCLAYEYSILTWITHORGANICMATTER BORINC3 213
'EET DEPTH IN Ei8 77 l'I
~
ML TO 1~ 1 REDDISH-BROWN CLAYEY FRAGMENTS AND OCCASIONAL POCKETS SILT WITH ROCK SAND COUNr SYM<<>t.$ FEET JO
---.-~RE!!'!D!!'!O!"!l"!!S'!'f!H~-B~R!!'!O~W~N~CL~A~r~E~Y""'!!'S~IL"'!T~W~l~TH~R~O~O~T!"'S GRADING WI TH MORE ROCK FRAGMENTS 0 17- l'I 92 l'I TO I' NOTES:
29 l'I TOP OF ROCK@ 15 1511 ML GRADING WI TH ROCK FRl\GME'NTS BRUNSWICK SHALE 62 II REDDISH.BROWN SILTSTONE* HIGHLY 1. See notes on Figure 2.5-22, Stwet 1 for WEATHERED AND FRACTURED TO 32t 1 TOP OF ROCI(@ 12-!! 1 qfDDI SH-r:POWf'! SIL 1 5 '0" f 1 Mtdition*l expl8n*tion of logs.
BRUNSWICK SHALE RFDOISH-GRA< VERY FINE-GRAINED Hl"iHL'Y W[P.THFPID f-'~D ~,;... l, 1 ~TG
- 2. For locmtions of borings, see Figure 2.5-20.
SANDSTONE *MEDIUM 13EDDED WI TH SRP.O I io Hf.t--'O r GRADING SLIGHTLY FRACTURED 3. Logs pre pi red by D*m*und Moore.
(1~ 11 SPNDSTONE) 1 om;-1+0%
RO GRADING HIGHLY WEATHERED ANO FRACTURED FROM 46! TO 52t 1 REDD I SH.BROWN SANDSTONE
- H~RO WI TH A FEW FRACTURES 40 THI~~ L/1'rFR 0~ GqE~f\J SHALE REDDISH-RROWN SLIGHTLY SANDY SILTSTONE SECONDARY WEATHERING FROM Ei2~ 1 -Ei5 1 MASS IVEL Y REDDED, HARD r.,t..QL"' cqt>". 1 l 1 PED ;:-PQM 50 1 1 0 r_Jj I BORING COMPLETED ON 4-6*70 CASING TO 1!3 1 70- WATER LEVEL@
11 LIMERICK GENERATING STATION UNITS 1ANO2 300-LB. HAMMER @ 24 FALL P0RIN!3 rD'.IPLETfD Q',~ 2-zc:-7Q
'ASl*~3 11 1 LEl#Tlt NX DOUBLE TUBE CORE B~RREc BDR I NG CDMPLE TED ON 3-2-70 CASING TO 12 1 '3 WATER LFVEL 11 60-
'0 WATER LE\IFL (] 2 1 -~" Of\! ~-~-70 14*1 -LP* Hl'-M~~r'.:J 0 30 11 ct>.LL
°'1111111, COllE UPDATED FINAL SAFETY ANALYSIS REPORT 140-LP* HAMMEP@ ~0 11 FAr_L LEl#TH \.Y rOG:F r.t-~~FL lSFD
,.£1'CEllT 70- NY OOURLE TURE C:ORE r:>APRFL O' COllE llECOtl£/W Lll#TH lfll#, AND If. fl 0.
. , CO/IE ,.EllCENT CMM'lllCL081
~llCEllT ll<<WllW llECtwEllY AND If. O. D. SHEET130F37 1119 If. fl 0.
FIGURE I.la
i..,,...
BORING 220 i i DEl'TH BORING 217 IN Mllll"ll<< AlwrllJll + I 72 1 BORING 222
/IEl'TH FEET I# IJEl'TH IN BORINe 22e FEET FEET M#lll2 Al..,,. + 172. 7 1 REDO I SH l'IROWN CLAYEY SILT allW O OOUllT ,.,,._,
11 Ill TOP OF ROCK AT APPROX* 416 GRASS ROOTS BRUNSWICK SHALE 11 TOP OF ROCK @ABOUT 5 14 REDO I SH-BROWN SIL TS TONE HIGHLY BROWN FI NE TO COARSE SAND WI TH COARSE BRUNSWICK SHALE WEATHERED AND FRACTURED 5 1 TO 13 1 GRAVEL ANO COBBLES IO REDD I SH-BROWN SIL TS TONE GRAD I NG WI TH FINE-GRAINED SANO REDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS TOP OF ROCK AT 11}' TO,. OF ROCK AT 6 1 BRUNSWICK SHALE BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE - WE,.THERED REDDISH-l'IRO_,,. SLIGHTLY SANDY SILTSTONE AND HIGHLY FRACTURED TO 26 1 LIGHT GRAY-GREEN I SH SANDSTONE 11 REDDISH-GRAY FINE TO MEDIUM-GRAINED
( A11 SANDSTONE) (MEDIUM HARD)
GRAOI NG LESS WEATHERED AND WI TH SANDSTONE BADLY WEATHERED AND FRACTURED 11 FINE-GRAINED SAND (27 1 4 TO 2gi4") REDD I SH-BROWN SANDY SIL TS TONE - HARO MEDIUM TO THICK.BEDDED BADLY FRACTURED JOINTS AND REDDISH-BRO_,,. SIL TS TONE WI TH 11 11 REDDISH-GRAY FINE TO MEOIUlorGRAINED VERTICALS (34 1 4 - 35 1 4 ) WEATHERED AND FRACTURED 8-JOINTS AND VERTICALS ~1g" TO 39 1 SANDSTONE GRADING WI TH FINE-GRAINED SANO BOR I NG COMPLETED ON 3-22-70 40- CASING TO 11 1 11 REDDISH-BROWN SILTSTONE GRAD I NG WI TH MORE FI NE-GR A I NED SAND 140-LB* HAMMER@ 30 FALL (44 1 TO 48 14") LEl#rN NX DOUBLE TUBE CORE BARREL
"'t:OllE llUll.
HllCEllT BORING COMPLETED ON 3-19-70 GRADING WI TH LESS SAND ""'1WllY NO CASI NG USED WATER LEVEL NOT RECORDED
- o--........~..... BORING COMPLETED ON 3-2-70 AlllJ 11.0.0.
TO 10 1
- o-- 140-LB* HAMMER @ 30 11 FALL LEl#rN
"'CO/IE CASING WATER LEVEL @ ~ 1 ON 3-5-70 11 ~-50 u*rN 140-LB* HAMMER@ 30 F"'LL BORING COMPLETED ON 3-24-7()
tlF CO/IE llUll.
llUll.
HllCEllT NX DOUBLE TUBE :;DRE BARRE'-
- o-- WATER LEVEL@
3 CAS I NG TO I 14 11 lll't:OWllY LEl#rN 30 11
~llCEllT 116COVEIW AllO 11.0.0.
DEPTH :: "'COllE 140-LB* HAMMER@
NX DOUBLE TUBE CORE FALL BARREL MIO 11.0.0. IN FEET
&OW I INll.
HllCEllT
""'1fMIW AllO 11.0.0.
BORING 221 OCOUNT IY~I BLACK RGANI
" " " " " Al..110# . + 116. 7' 3 l!I : : : FI NE SANO GRAD I NG TO BROWN IN COLOR
- BORING 218 BRUNSWICK SHALE DEl'TH REDD I SH-BROWN SANDY S 1._ TS TQ*IE NOTES:
IN FEEr
&OW I REDD I SH-BROWN CLAYEY FRAGMENTS TOP OF ROCK ,._T 61 SILT WI TH ROCK RO 100%-3%
--+-t1...:.
70%-20%
HIGHLY FRACTURED Jo.LONG BEDDING PLANES 1
11
&. VERTICALS (11 1 TH IN LAYER OF REDD I SH.BROWN 11 TO 21 1 )
- 1. See notft on Figure 2.6-22, Sheet 1 for O~T BRUNSWICK SHALE CLAYEY SILT AT 23 1 3 IY.0'6 REDDISH-BROWN SILTSTONE eddition.i expl.netion of logs.
WATER SLIRHTLY WE,..THEREO TO 1 lt 1 BROWN FI NE TO COARSE SAND WI TH COAF'SE VERY FI NE-GR A I NED REDD I SH-GRAY 2. For loe11tions of borings,'" Figure 2.5-20.
- 3. Logs prepered by Demes aid Moore.
GRAVEL AND COBBLES SANDSTONE GRADING TO ,._ND BECOMING BADLY FRACTURED JO I NTS ANO VERT I C,.L VERY FINE-GRAINED REDD I SH-GRAY (30 1 TO 42 1 )
TOP OF ROCK AT 7~ 1 SAN0'3TONE BRUNSWICK SHALE REDDISH-BROWN SILTSTONE BECOMING REDD I SH-BROWN SIL TS TDNE-H I GHL Y MED I UM BEDDED FRACTURED AND WEATHERED TO 2~ 1 30 GRAD I NG WI TH SOME VERY FI NE SAND GRADING LESS WEATHERED ANO FRACTURED 40 BECOMING MED I UM TD THI CK BEDDED 3 0 -........,_.... BORING COMPLETED ON 4-13-70 GRADING WI TH MORE F INE-GRl\INEO S,._NO 97%-75 (55ig" TO 61 1 )
LEl#rN CASING TO 7} 1 140-LB. HAMMER @ 30" FALL
"'COllE NX DOUBLE TUBE CORE BARREL BOR I NG COMPLETED ON 3-6-70 llUll. GRAD I NG WI TH SOME FINE-GRAINED SAND CASING TO 11 1
~EllCE#T WATER LEVEL@ ON 3-10-70 11 LIMERICK GENERATING STATION UNITS 1AND2 140-LB* HAMMER@ 30 FALL llD:tWEllY BOR I NG COMPLETE 0 ON 3-4-7()
AllO 11.0.0. CASI NG TO II 1 70-- NX DOUBLE TUBE CORE BARREL 60-- WATER LEVEL AT LEl#TN UPDATED FINAL SAFETY ANALYSIS REPORT 140-LB* HAMMER@ 30" FALL LEl#rN NX DOUBLE TUBE CORE BARREL fJ' CO/IE
°'CO/IE llUll.
~EllCEllT Hllt:EllT
/llEt:OIWllY 1'£CtWEllY AllO II. 0. 0. GR#HICLOGI AllO II. 0. 0. ,SHEET 14 OF 37 FIGURE,.-..
BORING 226 DEPrH IN ~ El.EW!fTIOll +I 17. 0' BORING 228 DEPTH FEEr IN $IJllFACE El.EW!fTIOll +204. 7I BORING 229 BORING 229 t.t::r SYlll*OLS D£$C/lll'TION$
FEEr DEPrH IN SllflFACE El.EW!fTIOll +214 1 DEPTH IN 0 4 l"I GRAY AND BLACK CLAYEY SILT
- SOFT 0
A-3"7 SYllllOLS D£$C/lll'TION$
FEEr FEEr 7 l"I ML-OL ~ - - - - R E _ D _ D1-SH ___
BR-0-WN-.C-L-AY-EY-S1-LT - - - -
- LOW
'r'DDISH-BROWN CLAYEY SILT WITH ROCK ML. GRAD I NG WI TH ROCK FRAGMENTS D£$C/lll'TIONS COUNT SYM*OL5 D£5CRIPTION$
FRAGMENTS
- FI RM 75%-0%
10 l)P OF ROCK AT 91 TOP OF ROCK @ 7' REDDISH--"ROWN CLAYEY SILT WITH ROCK
,,-lUNSWI CK SHALE FRAGMENTS REDD I SH.BROWN SANDY SIL TS TONE - TH IN 10 BRUN SW I CK SHALE REDDISH-BROWN SILTSTONE 100%-0% TOP OF ROCK AT 51 TO MEDIUM BEDDED SLIGHTLY WEATHERED TO 16 1 GRADING WITH FINE-GRAINED SANDSTONE BRUNSWICK SHALE GRAD I NG ~IASS I VE ANO HARD REDDISH-BROWN SANDY SILTSTONE 160 AND BECOMING MORE MASSIVE SLIGHTLY WEATHERED AND FRACTURED TO 11 I VERY FINf"-GRAINED REDDISH-GRAY GRADING WI TH CALCITE BEDDING PLANE SANDSTONE
- MEDI UM BEDDED STRINGERS REDD I SH.BROWN SLIGHTLY SANDY SIL TS TONE
~o SLIGHTLY WEATHERED FROM 16 1 *17 1 170
- MED I UM BEDDED GRADING MASSIVE AND VERY HARO BE COM I NG MASS I VE VERTICAL FRACTURES FROM 34 1 10 37 1
- JO FRACTURED FROM 3li1*34 1 180 GRAD I NG TO VERY SANDY GRADING WITH SOME VERY FINE-GRAINED SAND GRAD I NG SLIGHTLY SANDY SAND GRADING OUT GRADING WI TH SOME VERY FINE-GRAINED 190 F I NE-GRAINED REDD I SH*G RAY SANDSTONE SANDSTONE
- MASSIVE ("A" SANDSTONE) 66%-50 VERY FINE-GRAINED REDD I SH-GRAY 60-* BORING COMPLETED ON 3-16-70 1 11 BORING COMPLETED ON 2-20-70 CASING 10 8 1 SANDSTONE 200 CASING TO A DEPTH OF 13 4 1 WATER LEVEL @ 50 ON 2-23*70 LEl#TH WATER LEVEL @ 60-* 300-LB
- HAMMER @ 24 11 FALL SLIGHTLY SHAL Y SIL TS TONE OF COit£ 140-LB* HA~ER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL LEN~TH NX DOUBLE TUBE CORE BARREL ltUN. OF COit£ -210 GRADING TO GREEN SANDY SIL TS TONE 1'£/ICENT llUN. REDDISH-GRAY FINE TO MEOIUM GRAINED 11£CtWEltY PEltCENT SANDSTONE AND 11.0.D. ltECOYEltY REDDISH-BROWN SANDY SIL TS TONE BORING 227 AND R.O.D.
DEPTH f3 REDD I SH-BROWN SANDY SIL TS TONE 2 2 0 - - -.......... BORING COMPLETED ON 3*24*70 CASING TO 201 SURFACE ELE'.f/fT/Ofll +202' FRACTURED TO 78 1 LENGTH WATER LEVEL@ 98 1 4 11 ON 4-9-70 IN FEET '
~ 70° SL I CKENS I DES WI TH DECOMPOSED OF CORE 300-LB
- HA~ER @ 24 11 FALL BORING 231 C
SILTSTONE AND CALC:I TE FILLING@ 78 1 RUN, NX DOUBLE TUBE CORE BAR'REL 6LOW SYMBOLS DESCRIPTIONS DEPTH PERCENT
~
COi/NT IN Sll/IFACE ELE'.f/fTION +216 1 llECOVER'I' 0 7E'. -. REODISH-PR::JWN CLAYEY SILT Wl1H R08K ML-GP IRP..GME~ TS FEEr ~ AND R.fJ.D.
'OP OF ROCK AT Li PRU~JSWI 6LOW 90 CK SHALl COUNT SYllllOLS DESCRIPTIONS GRADING SLIGHTLY SANDY HFOD I SH-[-l ROWr'\ SILTS TON!::_, l~ADL Y 10 - wFArHF~FJ AND FRACTLPRFO r:J I?' 0 ~-- *.-f'l'l'l'l'!'~~-.~BR~O~WN~~~'!!"!'!"T°'::~l""!'i'l'i"!l".,.,r,l'l!'l:l'~'"'
SL IGHTI' WFA IHFRF:O TO 10 1 AND ROOTS - TOPSOl l Bl REDDISH-BROWN CLAYEY SILT GRADING WI TH LESS SAND 63%-0 GRAD I NG WI TH MORE ROCK FRAGMENTS 100
,ao%-11 TOP OF ROCK Al 81 20 BRUNSWICK SHALE F REQL'ff\-:- HI GH-ANGl ED '-JO I NTS REDD I SH-RROWN SLIGHTLY SANDY SIL TS TONE
- MEDI UM HARD TO HARD, WEATHERED AND NOTES:
Ioo;S-707S vOfNTS BECOMING HCALEO WI TH CALCI lE f'ECD I SH-GRA' SANDY SILIS TO~JE FRACTURED 110 REDDISH.GRAY FINE TO MEDIUM-GRAINED RECCISH-GRAY MEOIU~l-GRAl~JED SAN.JSTONE SANDSTONE 1. See notes on Figure 2.5-22, Sheet 1 for RED:JISH-BROWN SILTSTONE - HARO additional explanation of logs.
REDO I SH-PROW~J SflNO'r SIL TS TONE
- 2. For locations of borings, see Figure 2.5-20.
F<ECD I sH-GRAi MEO I u~rGRA I Ni::o SAf'J'.)S TONE 4 ZONE OF SOFT CLAYEY SIL 1 @ 31 1 3. Logs prepared by Dames and Moore.
RfDnlsH-~f~OWN SLIGHiL'r SHALY SILTS 1 0NE /:JO FI NE-GAAi NED REDD I SH-BROWN REDD I SH-GRAY SANDS TONE TO LOCALL' SLIGH'LY WEATHE~ED AND 50 MEJl.JMHARD 0 .E:OMI NG LESS SHALY
=-<ECOMING SLIGHTLY SMJCY 60 1JRAOI NG WI TH LESS SMJO 30 DEG Rf E SL I C KENS ' 0 ES @ 50 1 GRADING WITH SAND GRAD I NG OUT SOME FINE-GRAINED SAND
'"o REDDI SH.8ROWN SILTSTONE BEDDED
- MEDI UM GRADING WITH SOME VERY FINE SANO 160 LIMERICK GENERATING STATION 10 UNITS 1AND2 LEN~TH OF CORE UPDATED FINAL SAFETY ANALYSIS REPORT ROPING COMPLETED ON 3-5-70 eoR I NG COMPL E ~ED ON 2-1 CJ-70 lliJN.
CA s I NG TO I 0 I CASING TO 10 1 PERCENT 80-* WATER LEIJEL NOT MEASURFO 11 70-- WATER LEVEL @ SI I ON 2-23-70 11 ltECOVERY 300-LR* HAMMER (al 24 FALL )Q0-ui. HA\AMER @ 24 FALL LEN~TH AND 11.0.D.
LENfJTH NX DOUBLE TUBE CORE BARREL NX DOUBLE TUBE CORE BARREL OF CORE OF COit£ GRAPHIC LOGS llUN.
llUN.
PERCENT SHEET 15 OF 37 PEllCENT RECOVEll'Y RECOYElt'I' AND R.O.D. AND 11.0.D. FIGURE 2.5-22
BORINa 233
.,,.,, i 80fttNC9 230 DEPrH : BORING 230 OEl'TH IN i MJlfll>>C6. Al ..TIOll +225 1
,'br _ . . . . AIWTIO# +217 1 IN FEEr a.ow 1 FEEr DEPTH :: BORINC9 23'5 0
~
COU#T ,,...!"""l'lll*..,.mlll'!'~....~*-'#1111' l!l'IOWN CLA YfY SILT
......-r.---_-____
.'llfOO I SH-l!ROWN CLAYEY SI LT WI TH ROCK COUNT IYM<<>LI BR lllN C LA YE Y S I LT WI TH A L I TTL E F I NE SANO, AND A TRACE OF ORGANIC MATTER GRADING TO REDDISH-BROWN WI TH MORE ROCK FRAGMENTS TDf' OF ROCK @ 71 IN FEET I Mllll'M:6 . ...,,., +223 FRAGMENTS BRUNSWICK SHALE TOP OF ~CK 0 61 REDD I SH-BROWN SANDY SIL TS TONE BRUNSWICK SHALE IO l'IEOO I SH-l!ROWN SIL TS TONE WEA THE RED AND MED I UM HARD TO 8 1 SLIGHTLY WEATHERED TO 16 1 EDD I s+1-l!l'IOWN FI NE TO COARSf-GRA I NED TOP OF ROCK AT 51 REDDISH-GRAY VERY FINE-GRAINED SANDSTONE - MEO I UM HARD AND l!RUNSWI CK SHALE WEATHERED REDO I SH-l!IRUWN VERY F- I NE-\iRA I NED 10 'SANDSTONE REDD I SH-BROWN SIL TSTONE*IADL Y REDO I SH-l!ROWN SIL TS TONE SANDSTONE WEATHERED ANO FRACTURED TO 8 1 MODERATELY WEATHERED ANO FRACTURED REDO I SH-BROllN SLIGHTLY SANDY SIL TS TONE TO 18~ 1 REDDISH-BROWN SIL TS TONE GRAD I NG SLIGHTLY SANDY 30 FILLING GRADING WITH SOME FINE-GRAINED SAND GRADING WI TH LE.SS SANO SLIGHTLY SHALY BETWEEN 182 1 ANO GRAD I NG WI TH SOME FI NE SANO 183 1 GRADING TO FINE-GRAINED SANDY SIL TS TONE BORING COMPLETED ON 2-18-70 40 CASING TO 10 1 GRAD! NG WI TH LESS SAND 1*0- WATER LEVEL 0 1071 ON 2-18-70 140-LB* HA-R 0 ~II FALL LEl#1'11 NX DOUBLE TUBE CORE BARREL
°'COM 10 REDD I SH-BROWN SIL TS TONE llUll. 40 Hllt:EllT
~IW AlllJ 11.0.0.
60-~Mlli..__ ... BORING COMP LE TEO ON 3-6-70
~n LAYER OF DECOMPOSED SILTSTONE Lll#Tll CASING TO 10 1 REDD I SH-BROWN SIL TS TONE AT 58 1 OF COlll WATER LEVEL @ 131 ON 3-10-70 11 GRADING TO AL.TERNATING LAYEl'IS o,-
300-LB* HAloMER@ 24 FALL SILTSTONE AND SANDY SILTSTOH£ 111111.
NX CORE BARREL USED REDDISH-GRAY FINE TO MEDIUM GRAINED BORING 232 'lllt:lllT Mt:WllW
- o-.....-..i......._ ...
DEPrh Lll#Tll 1
SANDSTONE (HARD)
IN AllO 11.0.0.
OF COlll BORING COMPLETED ON 2-23-70 FEEr 111111. CASING TD 6 1 WATER LEVEL@ 35iq" ON 2-24-70 a.ow 'lllt:lllT 300-LB* HAMMER @ 24 11 FALL Rf DD I SH-BROWN SIL TS TONE (HAR 0) O COUNT llROWIW NX DOUBLE TUBE CORE BARREL REDDISH-GRAY FINE TO MEDIUM GRAINED 21 s s
BROWN CLAYEY SILT WI TH ROCK FRAGMENTS ANO ROOTS DEPrH :: BORING 234 AllO 11.0.0.
I 53 SANDSTONE (HARO) 100%-0%
GRADING DENSER AT 3 1 GRADING WITH MORE ROCK FRAGMENTS IN TOP OF ROCK @ 51 FEEr IO BRUNSWICK SHALE REDDISH-BROWN SANDY SILTSTONE WEATHERED ANO PARTIALLY DECOMPOSED TO 9 1 -6 11 REDDISH BROWN CLAYEY SILT WITH A NOTES:
SLIGHTLY WEATHERED TO 18 1 LITTLE FI NE SANO AND WEA THE RED RO HAIRLINE JOINTS PARTIALLY CALCITE .<0CK F Rl\GME NT S TO~R~~l~~C~l~H 't.:5~ 1. See notes on Figure 2.5-22, Sheet 1 for 6
FILLED ROCK FRAGMENTS@ 31 additional exsnnnion of logs.
GRADING WI TH LESS SANO BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE - HIGHLY WEATHERED AND FRACTURED TO 171
- 2. For loe11tions of borings, ... Figure 2.5-20.
THEN LESS FRACTURED
- 3. Logs pnpered by OMMtS 80d 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 (iRAO I NG WI TH LESS SANO HIGHLY FRACTURED ZONE FROM 11 28 1 ro31 1 -8 HIGHLY FRACTURED ZONE FROM VERY FI NE-GR/\ I NED REODI SH-GRllY 35 1 TO 4~
SANDS TONE WI TH HEALED JO I NTS TH IN CAL CI TE If 0 BORING COMPLETED ON 3-2-70 LEl#TN CA S I NG TO I 0 I 11 WATER LEVEL@ 12 1 -8 OF COllE 11 ON 3-3-70 10 LIMERICK GENERATING STATION 140-LB* HAMMER @ 30 FALL 111111. NX CORE BARREL USED 110 'EllCEllT UNITS 1AND2 LEl#TN OF COllE llECOt'EIW AllO 11.0.0. *o--......_. .
Lll#Tll BORING COMPLETED ON 2-?7-70 UPDATED FINAL SAFETY ANALYSIS REPORT CASI NG TO I 0 I 11 OF COllE WATER LEVEL@ 48 1 -6 ON 3-4-70 HllCEllT 140-LB
- HAMMER @ 30 11 FALL 111111.
~IW
,, 'lllt:lllT Mt:WllW NX CORE BARREL USED GRAPHIC LOGI AllO 11.0.0. SHEET 16 OF 37 FIGURE 2.l-Z2*
BORING 236 DEPTH ~ BORING 238 BORING 240 SiJRFAC-E EL£1114TION + 2 I 5. 5 I DEPTH ~ BORING 244 IN FEET '~ SURFACE EL£1114TION . +244 I IN ~ SURFACE EL£1114TION ' -z DEPrH IN SURFACE ELE'tl/ITION +259 I FEET ~
BLOW DESCRIPTIONS FEEr O COUNT BLOW OcouN:...,.s~~~'//l,r8*0*L*S--...--,~F~o~G-1s~H~-~P~C*~o~~"'_s~c-,_R~~'~:~~-'o~"N~1~-.-----------
SY//IBOLS DESCRIPTIONS BLOW 10
- COUNT SY//IBOLS DE$CRIPTICNS
""!!!'R'!'E!!!'DD~Is~H!'!!-~B~R'!!!o!!!w~N*c~L~A~Y~E!'l!v""!!!'s'i"1~LT~-!"'!'M!'!!E'l!:o"i'1~u'l!'l'M-42
- SILT WI .H R~CK 41 I"!
0 11 - - -. . .
55%-10% GRAUi N8 WI TH ~~Nl ROCK FRAGMFfJ S 61 STIFF - HARD AT 31 1
~ f 0DI s H -=-- f* 0 Wf\J c L /* \ F \ sI L I wI f f-10 8RUNSWI CK SHALE TOP QF ROr>< Ar 42 1 ML-GP F ~A J MF\ TS TOP OF ROCK AT 5 1 BRUl*JSWI Cf< SHALE o~ BRUNSWICK SHALE REDOI SH-G"A> VERY SANDSTONE F INE-GRAI NFD REDDISH-8ROWN SANDY SIL'STON[ 10 TOP BRUN SW I CK RO'K rC; SHALE
- '.":jl REDD I SH-BROWN SANDY SIL TS TONE SLl'3HTL'r WEATHCRCD TO 12 1 - HIGHLY WEATHERED
~EDDISH-B'<O'°'N SILTSTONE-SLIGHTLY REDD I SH-BROWN SIL TS TONE -
1 GRAOI NS WI TH LESS SAND GRADING TO HARD AT 81 WEATHERFD TO l}:\ HARD, WI TH A FEW FRACTURES SLIGHfL'1 WEAIHE'lEJ f.!EAR BEDDlrJG 100%-40% 1>..;.,.;;:,,a......--~\ BROWN SIL TY SANDSTONE - HARD 20 '~RAD I ~(i MORE MASS I VE AND HARDER JO INT S lm"'M----~ ~EDDISH-B~OWN SANDY SILTSTONE - HARO REDDI Sf-'-GRAY VERY FI NF:-SRA I NED GRAY FI NE SA.NOS TONE - HARD SANDS TONE 20 REDD I SH-3ROWN SANDY SIL TS TONE - HARD 76%-67%
30-30 -
GRl\OJNG 1 0 MORt SANDY AND LO'.:ALL'r 30 DECOMPOSED SEODI NG .__.101 '\.TS HEAOfO WI TH CP.L' I lF 40 40 REDDISH-GRAY ~l~<F-GRAINED SA~OS 1 0l'JE BROWN AND GRAY SIL TY SANDSTONE - HARO GRADING SLIGHTLY SP.}..JD'r H.ARD, WI TH A FEW FRACTURES BROWN SANDY SIL TS TONE - HARD BROWN SI l TY SANDSTONE - HARD 50 'ffDDISH-GRAY FINE TO COARS[ SA\DS10NE h!EDD I sH-8ROWN SL I 3H I l 'r SAND" 50 l!Of/:1_* ~t::::::::l:;=;:I 7%:__' REDD I SH-BROWN SIL TS TONE - HARO SIL1510Nf SOME SCATTERED CALCI TF HEALFn LENGTH BORING COMPLETED ON 5-6-70 CASI NG TO 51 RORI NG COMPL!'TfD ON 2-21-70
._JO I rHS OF CORE 11 WATER LEVEL@ 29 1 -2 ON 5-11-70 LENGTH CASING TO 10 1 60 --.Li;~i........ 60-~--....- - RORI NG =OMPLF TED or,: 2-2')-70 RUN, 140-LB* HAMMER AT 30 11 FALL wnrn LEVEcc @* 34 1 '~ 1
- ON 3-S-70 POP I NG COMPLETED 01': 2-2'3-70 PERCENT ro 18 1 NX DOU6LE TUBE CORE BARREL OF CORE 300-LB* HAMMER @ 24 11 FALL LENGTH CASING '0 10 1 LENGTH CASlNS WA'EP LEVEL@ )0 1 ON )-2-70 WAlFR LF\/~L @: )4.) 1 Gr'J 2-2(:..*-'/Q RECOVERY RIJN. NX OOURLE TU8E CORE RARRFI OF CORE OF CORE iJi ~0 11 FF*Ll H.~MMEH @ .~LL 11
')00-LB. 24 F !40-LP* HAMMfH 1 AND MO.D.
PERCENT RIJN, NY CORE:_ HAR~E:_L LSfD RUN, f'JX OOUPLf Tl,PE ,~ORl R/*RR~L RECOVERY PERCENT PERCENT AND R.O.D. RECOVERY RECOVERY AND R.O.D. AND R.O.D.
BORING 237 DEPTH C BORING 241 BORING 239 IN ~ SURFACE EL£1114TION +2?3 I DEPTH f:* DEPTH f3
~
SflRFACE ELEVATION +
FEET ~ IN SURFACE ELEVATION +23gr IN FEET '~ NOTES:
FEET ~
,.*o~~Jt'T S"//180LS DESCRIPTIONS BLOW O ~* ~** ~~**r----r--~~~~~~~""!l"!'T"'I"'_______ BLOW COUNT SYlllBOLS DESCRIPTIONS
=-
O COUNT...;S~~~~~~~oL_s~,.........~~~DE~S~C~R~l~P~Tl~O~~~s~~~':':'"'""
REDOISf-' BR WN CLAY[Y SILT ML GR.ADI N~ WI TH ROCK FRAGMENTS ow--~ ML >:~QiJl.lf\ ,-LA\f'- SIL 1 W lH R:JCK FRAGMEN'S 1. See notes on Figure 2.5-22, Sheet 1 for 1EDDISH-9ROWN CL!,YEY SILT WITH SOME TOP OF ROr.K @ 5 1 ~O:K FRAGMENTS ML R::DC: :::iH-GROW~~ ~L.0..':C-' SIL' additional explanation of logs.
- 2. For locations of borings, see Figure 2.5-20.
RRUrJSWI CK SHALE - REDC I SH-BROWN RE:_ 0 D I SH-~~ R 0 WN CLAY E Y 5 I L T Wl I H R 0 CK 10 SANDY SIL TS TONE FRAGMENTS AND SCAT~EREO LEDGES OF 'OP oc HOCK Al '3~ 1 WEA-HERED AND BROKEN TO 6"!> 1 10 REJRr,cK 10 rs*~H\SWJ CK SHALE 3. Logs prepared by Dames and Moore.
SLIGC'TLi WEATHERED TO 17 1 TOP OF ROCK AT fll RE"ODISH-P.ROWN SN'<DY SILTS'ONl--,
GRADING VERY SANDY 8Rl~NSW CK SHALE MEDI UM H~RD AND SLIGH LY WEA 'HE RED REDDISH-BROWN SANDY SILTSTONE '0 I 3 I -4 20 SR/\DING SLIGHTL)
WI TH LESS WEATHERED SAND ALONG CALCl 1 E-REDDISH-GRA.Y SLIGHTL>
FINE-G'lAINED WEATHERED TO SANDS 10 1 ONE r:;HADlr'-JG WITH FINF SAhJDSTONE FILLED BEDDING 001NTS 20 REDD I SH-DROWN SIL TSTO\E
'\_ GRAD I NG WI TH SOME FI rJc SANO POCKET 0' SA,D'i SIL S IONF 2) 1
-27' if;;;:::.:.:i;;.:1----4.. REDDISH-BROWr' FINE-G~AINED SANDS ONE SL I CKE NS I DES @ 4':) DEGREES REDDI sH-sRowr" s1 L TS 1 0N£c w1 rH CA,_c1 -E- '10%-10%
30 F I LLFD ~EDDING ,JQlf\rS SCATTFRED HIGH ANGLF CALCITE FILLED 30 ----.!C::: EE"C'OtJING H/\RC MASSl1;E VERY SAND\
30 -- )Ql~\TS TO ~7 1
~EDDI SH-BROWN SIL ISTO~E - DFFlr'I TE CROSS~BEDDED SANDSTO~E CH.A.f'~'.Jt: IN S TPA "TUM 50 LIMERICK GENERATING STATION REDDISH-GRAY VERY FINE-GRAINED SANDSTONE, VERTICfl.L .JOINTING THROUGHOUT UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REDD I Sf-'-BROWN SANDv SIL TS TONE 60-~lilliiirrl............
BORING COMPLETED ON 3-4-70 60 _ _--.-liirrrri_ _ __
"0RING COMPLETED ON 2-27-70 LENGTH :As 1 rVi '0 GO' 60------i........___ POlll'\'G COMPLCTEO CASING 'O IC 1 -11" V1t'TER LEVEL @ )2 1 -C::" ON 3-5-7Q LENGTH WATER LEVEL@ 10'-4" or: 2-2S-'/0 OF CORE LENGTH 2ASl'\G TO 10 1 NY :OPE BARREL USED '/~ATER LEVEL (Q_l ON j-4-70 OF CORE 140-L8* HAMME'l (a) '.)0" FALL RIJN. OF CORE 11 30 NX OOU8L E TUP,F ~ORf RAPqf L GRAPHIC LOGS 140-L8* HAMMER FAL'_
RUN, PERCENT RIJN, NY DOUFLE TUBE CORE BARREL RECOVERY PERCENT PERCENT
'ND R.O.D. RECOV{RY RECOVERY SHEET 17 OF 37 AND R.0.0, ANO R.O.D.
FIGURE 2.5-22
BORING 247 DEPTH 90"9NG 24!5 IN
....... Al..TltJll +251 I Z FEET c: BORING 249 DEPTH I
IC M TT R SILT WI TH ROCK IN Ml/llWl:E Al..TIOll +265 I 1 FR,.,GMENTS FEET TOP OF ROCK '°'T 31 BRUNSWICK SH,.,LE IO REODISH-BROWN SILTSTONE WI TH SILTSTONE CALCI TE-HE,.,LED JOINTS
- WE" THERED HIGHLY FR,.,CTURED ROWN SIL TY SANDS IONE - HARD EDDI SH-BROWN S'°'NDY SIL TS TONE - HARD SLIGHTLY WE",.,THERED AND FR,.,CTURED TOP OF ROCK AT 5 1 BORING 251 BRUNSWICK SH"LE REDD I SH-BROWN S"NDY SIL TS TONE DEPTH IC - WE'°' THERED I 00%-76%
GRADING WI TH MORE FINE-GRAINED SAND IN $IJllf'lfCE Al..TIOll + 25 3 I GR,.,DING WISSIVE '°'ND H'°'RD '°'T 7i' FEET 10
$YWOL$ ,.ICllll'TIOI#
I 00%-93%
GRAD I NG WI TH LESS SAND ML REDDISH-BROWN CLAYEY SILT TOP OF ROCK AT 3 1 SLIGHTLY WEATHERED AND BADLY BRUNSWICK SHALE FRACTURED FROM 38 1 TO 45 1 RE DD I SH-BROWN F I NE SANDY SIL TS TONE GRAY I SH-BROWN SIL TY SANDSTONE - HARD - SLIGHTLY WEATHERED, MODERATELY 100%-96%
I 00%-80% FRACTURED REDD I SH-BROWN SANDY SIL TS TONE - HARD 50------~ MORE FINE-GRAINED SAND BORING COMPLETED ON 5-7-70 LEl#rN CA S I NG ro I 0 1 RO MASS I VE - HARD 99%-m
. , CO/IE WATER LEVEL @ 5~ 1 140-L B
- NX D9URLE HAMMER AT TURE CORE ON 5-11-70 30 11 BARREL FALL 50-..A.fl.............. BORING COMPLETED ON 4-30-70 HllCEllT BORING COMPLETED ON 3-3-70 LEl#TN C'°'SING TO 10 1 llB:OWIW MID II. 0. 0.
70-CASING TO 8 1 WATER LEVEL@
300-LB* H"MMER@ 24 17 1 ON 11 3-11-70 FALL THIN-BEDDED FROM 30 1 -36 11
°' COllE 111111/.
W"TER LEVEL @ 8t 1 ON 5-11-70 140-LB* H'°'MMER AT 30 NX DOUBLE TUBE 11 F"LL CORE B'°'RIH:L MASS I VE BELOW 36 1 LEl#Tll NX DOUBLE TUBE CORE BARREL l'EllCEllT
°',,,,,,.
11 3 LAYER OF BROWN FI NE TO MED I UM MCtWEIW COllE 40 SANDSTONE AT 37 1 AllO II. 0. 0.
l'EllCEllT 11£COV£rl' AllO II. 0. 0.
60 TH IN-BE ODED FROM 51 1 -52 1 c: BORING 246 BORING 248 I DEPTH IN FEET 0 4/:, _<<_*...lml"!'---~!""--'#lf.~~*~T.~'/OI#~'!"!'!'"',,.,..~~
$Y. .
BROWN CL,.,YEY SIL T1 SOFT TO ' THEN GRADING TO GRAY IN COLOR NOTES:
ST I FF TOP Of ROCK '°'T 5 1 BRUNSWICK SH,.,LE
- 1. See notes on Figure 2.5-22, Sheet 1 for REDD I SH-BROWN S'°'NDY SIL TS TONE - H'°'RD GRADING TO REDDISH-BROWN IN COLOR additional 1xplan1tion of logs.
BRUNSWICK SHALE ao 2. For locttions of borings, '" Figure 2.5-20.
REDD I SH-BROWN SIL TS TONE BROWN SIL TY S'°'NDSTONE - H'°'RD PARTLY WEATHERED AND HIGHLY FRACTURED B-JOINTS 10 1 -16 1 GRAY FINE TO MEDIUM SANDSTONE - HARD 3. Logs prtptred by Dtmes and Moore.
REDD I SH-BROWN S'°'NDY SIL TS TONE
- WISS I VE 1 H'°'RD WEATHERED AND BADLY FRACTUREO RO a-JOINTS 19 1 T021 1 3 11 REDDISH-BROWN FINE SANDY SILTSTONE 2
11 THI CK SH,.,LE SE'°'M '°'T 27t 1 I 00%-81 % - HARD, THIN-BEDDED BROWN I S H-G RAY FI NE TO MED I UM I 00%-57%
IOO-~ ......___ SANDS TONE - HARD REDDISH-BROWN FI NE SANDY SIL TS TONE BROWN SIL TY S'°'NDS TONE - H'°'RD
- HARD REDD I SH-BROWN S"NDY s IL rs TONE - H"RD LEl#TN 0, COllE SOR I NG COMPLETED ON 5-19-70 I 00%-70% 111111/, CASI NG TO 6 1 l'EllCEltT WATER LEVEL NOT MEASURED 140-LB* HAMMER @ 3Q FALL lrECOVEIW NX DOUBLE TUBE CORE BARREL I 00%-93%
GRAY SIL TY S'°'NDSTONE - H'°'RD HIGHLY FRACTURED B-JOINTS AND AND If. 0. 0.
50_......_____ I 00%-70% VERTICALS AND SLIGHTLY WEATHERED BETWEEN 43 1 AND 44 1 LIMERICK GENERATING STATION BORING COMPLETED ON 5-8-70 SLIGHTLY >/IEA THE RED AND FRACTURED CASI NG TO I 0 1 LEl#TN a-JOINTS 46 1 TO 47 1 WATER LEVEL @6} 1 ON 5-11-70 UNITS 1AND2
,,, COllE 140-LB* HAMMER '°'T 30 NX DOUBLE TUBE CORE 11 F"LL B'°'RREL UPDATED FINAL SAFETY ANALYSIS REPORT l'EllCEllT HCOWIW AND II. 0. 0.
6 0 -..........iilliiiil---- BORING COMP LE TEO ON 3-3-70 CASI NG TO 101 LEl#Tll WATER LEVEL @ 10 1 5 11 ON 3-11-70 0, COllE GRAPHIC LOGI
- 11 11.!0-LB* HAMMER@ 30 FALL 1111#, NX DOUBLE TUBE CORE BARREL HllCEllT SHEET 18 OF 37 llECtWEll'f AND II. 0. 0.
FIGURE M-12
BORING 254 DEPTH :3 IN ~ SURFACE ELEVATION +271l' .!:.
BORING 257 ~
BORING 258 DEPTH {3 BORING 252 FEET ~ DEPTH t: DEPTH
~ SURFACE ELEVATION+243' SURFACE ELEVATION +243' BLOW DESCRIPTIONS IN ~ SURFACE ELEVATION +2':1' IN FEET ~
COi/NT SYMBOLS FEET ~
IN FEET ~
' 0 IC)- =~--tl'l'l'l'P'l~----i..-*R*,F*o*o*1*s*H*--P-RO*w*,*:---L*A*,*F**--SIL**-w*1***H-CO*,*~ BLOW BLOW COi/NT SYMBOLS DESCRIPTIONS BLOW Rf< G ME r\ TS COi/NT SYlilBOLS DESCRIPTIONS
~;;--ll"l"l'!'"l'l'_ _ _'f""*R~E~D~[J'!"l~S~H"!!_'!'!'P'!'!'R~OW~l\~C!"L~A'!"Y"!!E!",*S-1,_*-!",- - - - -
l="
O COi/NT SYlilBOLS DESCRIPTIONS 51 0-~
0 ;y-;-
~I TOP OF ROCk AT 10 l'!.=-fmfl'l'l'l".-.--....-R*E-DO*f*S*H*-a*R*O*Wl\--C*L*A*YE_Y__ S_fL*T--*S*O*F*T*T*O-PHUNSW! CK SHALE 21 l'! RC:OOISH-F,ROW'J CLA'EY SIL' l'! WEATHfHEO
- Hl\RO A 1 2~' ML rl I?:', fHEN STIFF REDO I SH-PRCWr\. SIL - S TONF - HI GHL" 33/E" l'! ML WEA IHEREC MJD FRACl URED ro 17 1 lOP OF ROCK /IT ')f 8RUNSWI CK SHl'LE TOP OF ROCK A' 'JI REOJISH-L~ROWf\J SA'\JDS ONF AT gi 1 GRADfNG TO SA,NOY - VERTfCAL
'-REDD I SH-BROW~ FI NE SANDY SIL TST8~JE PRUf\JSWI CK SH/I.LE TOP oc ROCK AT I I I FRACTURES FROM 17' TO 28 1
..,_;...;..ol----k - HARD 8L T MODERATELY FRACTllRED REOOISH-P,ROWN Fl\E S,A~J[JY SILISICJ'Jl HRUr\JSWICK SHALE GRADf NG LESS FRACTURED AND IM=&----L\GRAYISH-BROWN FINF TO MEOfUM -
20 WEATHERCD REDOI SH-BROWN F lNE SMJO'r SIL TS TONE
\-RE~~~~~:~~~W: ~~~~ SA~JOY
- HARD
- HARD SILTS10NE 20 20 GRAD I NG LESS SANDY R!:::_OLJISH-~ROWf\J SIL'Y SHALE 6 11 LArER OF PROWN SANDSTONE AT 23' 30 GRAT SIL Tl FINE SAr\05 ONf - HP~O C'Ar~DED GRA'r I SH-BROWN FI NE SIL TS TONE AND C'ALCAREOl'S - CALCITE FILLED PARTS 30-- P.A!\:CEC GRAVISH-RF:;:OiN~J SILIY '.::lANOSl*:Jf\JE 30~
l GRADING MORE SANDY RFDO I SH-BROWN F '~F SMW' SI ONf ~i~~~~ EDD I SH-P'<OWN SANDY SI 1. TS TONE GRA' F 11\E SANDSTOr'E - NONCALCAREOUS 40 ,ALCARECJUS SIL TS TONE GRA' I SH-BROW~I FI NE SANOS TONE 40- REDCISH-GRAY-8ROWr' 8ANDED SfL'STDl\E 40 \ RflNCEC
'-RE10 I SH-8'lOW~I GRA'- SIL TY SANDY SHAl F CALCAREOUS 50 -- GRADING LESS SANDY SIL TSTQNf REDDISH-BROWN FINE SANDY SILISTOl"E PRO'N~I FI ~IE SANOSTO'E 50 - HARC 50------i.........._ ... fORING COMPLEILD ON 5-12-70 REDD I sH-rROWN r- I NE SMD'I s IL ls 10t-JE CASING TO 10f I 'l0%-'11%
LENGTH WATER LEVEL @ 60-~--- .... RR OWN I SH-SRA' SANOS TONE OF CORE 11 FA, L l POPJ f\F; COMPLE TFO Of\J 3-4-70 140-L R
- HA MMrn AT 30 LENGTH AS I 'L; 0 I 'Jf 60 ---L.J...._....._ ....
RUN, NX DOUBLE TUBE CORE BARREL OF CORE WA-EA LEVFI 14 1 -4 11 ON ~-11-70 0 0Rl~'c COMP1_ETCD ON 5-13-70 PERCENT RUN, 140-LP
- Hf,fl.~MER (J ~J'! ;:-ALL LENGTH ~ASI lQ IC' RECOVERY PERCENT 1\ Y 1
00 _1rLF 1
'l'PF *:-ORE PARPFL OF CORE WA 1 ER LEVEL N01 ~IEASLR*O 140-L~. HAMMER (iii 3CJ" FALL AND R.O.D RUN, RECOVERY NX OOlrRLf ~-!BE CORE PARR EL AND R.O.O. PEflCENT RECOVERY ANO R.Q.D.
BORING 253 BORING 255 t.:~Ql/\lf\J ~ lf\JF t:
ro tv1F61LW SAf'JOSlONF DEPrH DEPTH :3 4 THICK LA'1ER OF PR:JW'\J SANDS'Of\Jf SURFACE ELEVATION +236' IN ~ SURFACE ELEVATION +2r:g 1 IN FEET ~
' FEET ~ - MASSIVE HARO BLOW BLOW NOTES:
0-COi/NT SYfilBOLS DESCRIPTIONS 0 COllNT--r,~S~>"."/t/.-'B~O~LS-..-~---~-s_c_R_1P_r,,_'O_N_s_~--
S LT SOFT T 2'
- 1. See notes on Figure 2.5-22, Sheet 1 for r- ROWI'<
l'!
SILT"- CLA\ - SOFT TO 32 REOOI SH-"RC\WN CLAYCY SIL 1 81 ior or PRU~~SWI ROIK
'k'.
/\ l SH,C.LE' 4~1 additional explanation of logs.
- 2. For locations of borings, see Figure 2.5-20.
70%-0%
h'COD I :;;H-'" ROWr'\ SANDY SIL 1 STONE 10 SIL TS TONE 10 --
- 3. Logs prepared by Dames and Moore.
- WEATH[RED GRADfNG HARD ,~T 3~f GRAYf SH-BRO"IN Ff NE TO MEDf UM SANDSTO"E
- HARD GRfff'J SHP.LE f',I 152 1 - THINL'r REOOEO, MFOIUM HARO REDD I SH-BROWN SAN Dr SIL TS TONE - HARD 20 3 11 SHALE '_AYER AT I 5+/-f SANOS -oNE - f~ASS I VE, ~ARO RFoci1 s~-PROw~\ SANDY s1 L Ts10NE - H.t\PD 30 30 Gh:'A 1 1 sH-PROwN s Lr.., SANDS* ow:-
LAYFR OF 3RA' Ff Nf SANDS 'ONE FROM 1
31~ TO 32~ - HARD GRAY i=-1Nt SANDY SILTST'.Jt\IE - l)FR\. H.ARD GRA'< FI NE TO MCD I UM SANDSTONE 40 40 REDDISH-8ROWN FINE SMJO'r SILISTONE LIMERICK GENERATING STATION 50-...._.iiioiioil...___. 50-*~...._.._._ .......
RORl~JG ~OMPLrTEO ON 5-11-70 FOFl\G CCJMPL* 1 EO ON ';J-1-'/Q PORING -:0MPLETtO 1
Of\J 5-2s-7c UNITS 1AND2 LENGTH CASI NG TO 5 1 LENGTH :=ASl\G 'O CJ' 150-- CASING -o 10 1 OF CORE WA IER LEVEL (cl I 0 1 -E 11 ON 5-11-7(] WA'FF; LE'otL ifIJ 1'1~ 1 or, 5-11-/0 LEN6TH WATER LF\IFL NOT MfASURFD UPDATED FINAL SAFETY ANALYSIS REPORT 140-LB* HAMMER Al 30 11 FALL OF CORE 140-LP. HAI/Mc~@ ')0 FALL 11 140-LP. HAMMER ca; 30' 1
FALL RUN, r.J:X COUBLE TL1 8E CORE E'ARREL RUN, NX 00',*P.LE TU~E C:ORF RARRFL OF CORE NX OOcJBLf TUPE CORF 0 ARRCL PERCENT PERCENT RUN,
) llECOVEllY RECOVERY PERCENT AND R.Q.O. RECOVERY ANO R.Q.D.
AND R.Q.D GRAPHIC LOGS SHEET 19 OF 37 FIGURE 2.5-22
t BORIN0 2e2 i
DE/ITH BORINC9 2'59 IN FEET I MJlllWt:6 AIWTIOll +26 3' IJEl'TH IN BORIN0 262
~ a.1 ..TIOll +263' FEET alJtl .,,... YELLOW I SH-GREEN CLAYEY SILT o~ - WE ... THERED alJW COUNT $YM<<IU SOFT
- STIFF TOP OF ROCK I\ T 51 35/6" BRUNSWICK SH ... LE 100%-98%
GREEN SIL TY SH ... LE ..
EDO I SH-BROWN s.-.NDY s IL TS TONE - H ... RD GRAY FI NE s.-.NDY s IL TS TONE BUT FR.-.CTURED REDDISH-BROWN SH ... LE - MEDI UM SOFT s.-.NDSTONE - H ... RD
... ND s.-.NDY :5 IL TS TONE s.-.NDS TONE - H ... RD I NTERLAYERED WI TH s.-.NDSTONE
===~R ... Y s.-.NDSTONE RED s.-.NDY s IL TS TONE I ' RED sH.-.LE. -* NON c.-.Lc.-.REDus GR ... Y SILTY FINE s.-.NDSTONE RE DD I SH-BROWN s.-.NDS TONE - H ... RD REDO I SH-BROWN FI NE s.-.NDY SIL TS TONE REDDISH-BROWN FINE s.-.NDY SILTSTONE GRAY FI NE TO MEDI UM SANDSTONE REDD I SH-BROWN SH ... LE BROWN s IL TY s.-.NDS TONE REDD I SH.BROWN FI NE s.-.NDY SIL TS TONE BDR I NG COMl'LE TED ON 5-5-70 2DD-LEl#Tll c.-.srNG TO 101 10"0J-100%
°'!NII.
COlll w.-.TER LEVEL@ 24! 1 ON 5*11-70
)l!O*LB*
NX DOUBLE H.-.MMER .-.T 30 TUBE CORE 11 F.-.LL B.-.RREL GR.-.Y SIL TY FI NE SANDSTONE BORING c.-.s I NG w.-.TER COMPLETED ON TO LEVEL
)0 1 NOT MEASURED 5-29-70 HllCEllT -2JO-- 140-LB* HM.4MER @ '30 11 FALL
""°"'"'
AlllJ II. A 0. LEl#Tll
°'INlll.
t:0/11 NX DOUBLE TUBE CORE BARREL HllCEllT
~,,.,
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.-.NDSTDNE BORIN0 260 GR ... Y SIL TY SHALE REDO I SH-BROWN s.-.NDY 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 MED I UM SANOS TONE FEET REDD I SH-BROWN FI NE s.-.NDY SIL 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 REDDISH-BROWN SILTSTONE HIGHLY JOINTED REDD I SH.BROWN CL/\ YE Y SILT WI TH eddition81 1xplM"11tion of logs.
AND WEATHERED 85%-42% GR ... DI NG TO HARD ROCK ... T 8 GRAVEL FRAGMENTS
- 2. For locetions of boring&, ... Fiture 2.5-20.
BROWN SANDSTONE - HARO BROWN FINE TO MEDIUM SAND LAYER THIN BEIJDED BROWN SH.-.LE - SOFT 2 1 THICK 3. Logs s>rePM'ed by Demes end Moore.
REDD I SH.BROWN SANDY SIL TS TONE - H.-.RD TOP OF ROCK AT 7~ 1 ROWN SIL TY SANDSTONE - H.-.Ro BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS TONE - H.-.RD e a l : : : : : : 3 t G R l l Y FINE SANDY SILTSTONE - HARD 98%-44%
LAYER FROM 23-24 1 BROWN FI NE SANDS TONE GREEN TH IN-BEDDED 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.-.NDSTONE - H ... RD BROWN FI NE SANDY SIL TS TONE - H.-.Ro FI NE s.-.NDSTONr RED CALCAREOUS FINE SILTSTONE BORING COMt'L ':TED ON 5-4-70 50- CASI NG TO g I 40 -
WATER LEVEL@ 20 1 ON 5-11-70 LEl#Tll LIMERICK GENERATING STATION
°'!NII.
11 140-LB* H.-."""1ER @ 30 F ... LL LEl#Tll t:Olll NX DOUBLE TUBE CORE BARREL UNITS 1ANO2 HllClltr ll£CtWllW 1111111.
~EllCEllT 5o-~----*
LEl#TN BROWN PORING CASING CAL Cl\REOUS SANDSTONE COMPLETED ON 5-14*70 TO 10 1 UPDATED FINAL SAFETY ANALYSIS REPORT AlllJ II.AO. llft:OWIW WATER LEVEL NOT MEASURED MIO II.Cl/I. "'t:0/1£ 140-LB* HAii.MER@ 30" FALL INlll. NX DOUBLE TUBE CORE BARREL
~EllCEllT llECOWIW GRAPHIC LOGS AND II.AO. SHEET 20 OF 37 FIGURE,. . .
BORING 275 BORING 271 DEPTH DEPTH f3
~ IN SURFACE ELEVATION +220 1 IN SURFACE ELEIMTION +202 I FEET FEET ~ BORING 273 DEPTH ~
~
BLOW SYMBOLS DESCRIPTIONS SYMBOLS DESCRIPTIONS SURFACE ELEVATION COUNT IN +207' 0-- REDD I SH-BROWN CLAYEY SILT WI TH FEET ~
REODI SH-BROWN CLAYEY SILT WI TH ROCK ML-GP IL
- FRAGMENTS BORING 270 ML ORGANIC MATTER - -OPSOIL DEPTH 13 GRADING WI TH ROCK FRAGMENTS BLOW SYMBOLS DESCRIPTIONS @ f~ 1
~ TOP OF ROCK AT APPROX* 4 1 COUNT TOP OF ROCK SURFACE ELEVATION IN + 11:y BRUNSWICK SHALE o~ REDDISH-BROWN CLAYEY SILT WI TH ROCK BRUNSWICK SHALE FEET ~ REDD I SH-BROWN SIL TS TONE - HIGHLY 44
- FRAGMENTS RE DD I SH-BROWN SLIGHTLY SANDY SIL TS TONE FRACTURED, PARTLY DECOMPOSED, TOP OF ROCK AT 31 WEATHERED AND BROKEN TO 8 1 BLOW BADLY WEATHERED TO 22 1 BRUNSWICK SHALE SLIGHTLY WEA THE RED TO I It' COUNr SYMBOLS DESCRIPTIONS GRAD I NG VE RY SANDY REDD I SH-BROWN SIL TS TONE 0 -, GRADING LESS SANDY ML-GP
- r- I ~H-' UV!/" I r I ' :: IL 20 WEATHERED AND FRACTURED TO 15 1 20 GRAD! NG WI TH LESS SA'JD
~F I
0
';:,H1° LI GRADING HARDER AND LESS FRACTURED I _,11- 01/'r: '.,I L o* [- 1 I ,*
II j--Jt_ -I [1 \ r.,r L GRADING wllH MORE FINE-GRAINED SAND 20 30 r.
~J I"
t-- I r 30 fl AOL Y WEA I HERfO, F RAC TUR ED, 1
DFCOMPOSED AND POROUS FROM )0 TO
~ 3' 20 - 30 GRAD I NG SANDY src)~,IJf.R'l r:-nolNJ JiJFA""!"HrRING Pc_t,NF JOINTS t\~JO OCCASIONAL 40 PARTLY WEATHERED, HIGHLY FRACTURED 40 FROM 4QI TO 501 I 00%-6?%
flADL' FRACTcJREO FROM 33~ 1 TO 3CJ~I 30 --
50 - - - - - i i . - i . . . _ _... BORING COMPLETED ON )-12-70 50 GRADING SANDY BORING COMPLETED ON 3-24-70 CASING TO 10 1 LENGTH CASING TO 10 1 WATER LEVEL @ BORING COM PL ET FD ON 3-25-70 OF CORE 300-LB* HAtd.1ER @ 24 11 FALL WATER LEVEL @
TO 10 1 40 RUN, 50-- 300-LB* HAMMER@ 24 FALL CASING NX DOUBLE TUBE CORE BARREL CJX DOUBLE TU8c --oPE HARREL 60-- WATER LEVEL @
11 PERCENT LENGTH 140-LB* HAMMER @ 30 FALL RECOVERY LCNGTH NX DOUBLE TUBE CORE BARREL OF CORE OF CORE AND R.Q.D. RUN, 50 RUN, PERCENT PERCENT WI rH LLSS SP. 1\C' RECOVERY RECOVERY AND R.Q.D. AND R.O.D.
60 BORING 272 BORING 274 DEPTH f3 DEPTH ~
70-IN ~ SURFACE ELEVATION +223' IN ~ SURFACE ELEVATION +217' FEET ~
FEET ~
BLOW BLOW COUNT SYMBOLS DESCRIPTIONS COUNT SYMBOLS DESCRIPTIONS 80 0 r~--11~"'111------.---R~E-D_O_IS*H*-~B~R*o*w*N~F-IN~E--T~O--M~E*D*l-UM . . .S~A_N_D_Y___
0 12-.-i1-"'1111""""_______R_E_DD--IS*H*_*B*R*O*W*N*r*.l*A*Y*F*Y--S*l*L*_*W*l*T*H--R*O*C*K-c ~ ML FRAGMENTS NOTES:
AND CLAYEY SILT G RAO I NG WI TH ROCK FRAGMENTS TOP OF ROCK Al 'J 1 TOP OF ROCK AT 51 BRUNSW 1 CK SHALE 90 8RUNSW I CK SHALE Rt DO I SH-E?ROWN WEATHERED AND FRACTURED SILTSTONE-HIGHLY TO 25 1 1. See notes on Figure 2.5-22, Sheet 1 for REDDISH-BROWN SILTSTONE - WEATHERrD AND FRACTURED TO 10 1 100%-20%
additional explanation of logs.
1 1
- 2. For locations of borings, see Figure 2.5-20.
VERTICAL FRACTURE FROM 7 TO 10.3 GRAYISH-BROWN SILTY FINE TO MEDIUM 100 ';Ci:A)I NG WI TH LESS srr,ONOAP 20 SAl"DSTO'-;E REDD I sH-BROwN
- VERY HARD s IL TS TONE - HARD 20 3. Logs prepared by Dames and Moore.
wEATHERl~JG ANO rRi,CTURING GRAYISH-BROWN SILTY FINE TO MEDIUM SANDSTONE - VERY HARD GRAD I NG LESS WFATHEREC ACJC crrnc fU~ED VERTICAL OPEN FRACTURES FROM 22.5' 1
TO 23 1 , 23.3' TO 24.5 1 , 25.5 TO 110 2E:. 5' 30 RCDDISH-BROWN SILTSTONE - HARD GRAY FI NE TO MED I UM SANDSTONE - VERY HARD GRADING TO FINE TO COARSE SANDSTONE 120 - HIGH ANG'.E FRACTURES FROM 35.5 1
1 TO I HF RED M\'D HIGH_' Ff',AC Tl,'hEC FROM 35.') 1 AN[) 3g.5i TO 40.0 I '0 431 REODI SH-BROWN SHALEY SIL TS TONE - HARO
- <RAY FI NE TO COARSE SANDSTONE - HARD RORING COMPLETED ON 130 P,OR I NG COMP LE TfD Il:
O" 3-20-70 51 r ,As I r>.Js T '.) 50- CASING TO LENGTH WP. ~FR Li?IJFL @ Of'J LENGTH WATER LEVEL @
300-LB* HAMMER @ )0 ON 11 FALL RO'~ING C8MPLETEO ON 3-2')-/0 LIMERICK GENERATING STATION OF COllE 300-L HAMMF ~ fl 24 H;L L UNITS 1ANO2 P
- C-:ASINri ~o ::;i OF CORE NX DOUBLE TlJBE CORE BARREL 1
?~~ ,
f'JY 00 JF"*Lf TU8E CORE P,C.PRFL RUN, 1 WATER LE\lfl... (C' RUN, PERCENT PERCENT 60-- 30C-LP..
'-JY OOU8LF HAMME~
TL PE 1
24
~oRr FALL PJIRREL UPDATED FINAL SAFETY ANALYSIS REPORT RECOVERY LCNGTH AND R.Q.D. RECOVERY ANO R.Q.D. OF CORE RUN, PERCENT RECOVERY GRAPH IC LOGS SHEET 21 OF 37 AND R.Q.D.
FIGURE 2.5-22
90 ..IN0 284 DEPrH I: BORIN0 278 llE/#TH I: BORINe 288 IN FEEr I ~ AIWITIOll +240' J/Er I . . . . . . AltaTIOll +21 O' DEPTH II:
IN FEEr i
&OW &OW 0 t:OUllT O COUNT 8Yi"'wat.,..._*..._,..__ _._'<<:lf._P_T/O.-W6-----
. a.ow BORINe 27<<5 LAY Y SILT WI TH ROCK REDD1 SH.BROWN CLAYEY SILT 0 t:OUllT 8 * !ROWN CLAYEY SILT Ill I TH SOME GllAVEL llE/#TH IN . . . . . . Altltl70ll +223 1 123 GRADING WI TH MORE ROCK FRAGMENTS 12 52 11 11
'£Er 90%-10%
TOP OF ROCK AT 6 1 BRUNSWICK SHALE BRUNSWICK SHALE 60%-7% BRUNSWICK SHALE IO REDD! SH.BROWN SANDY SIL TS TONE REDD I SH.BROWN FI NE SANDY SIL TS TONE IO _.__..,. REDD I SH.BROWN SANDY SI L TSTONE
- FRACTURED
- l>WOC.6 *WTIOI# WEATHERED AND FRACTURED TO 1gi5" 0 ~. ...,.~~""'!'"'1!~111111!!11111111!1111!""!'!!1!!!1!11!!1!------
llROWN CLAVEY SI LT TO,..SO IL LAYERS OF DECOMPOSED ROCK FROM 100%-69% GRADING LESS FRACTURED 14 1 -15 1 AND 161*171 BROWN F I NE TO MED I UM SANOS TONE REDO I SH"'8',0WN CLAYEY Sil T 1111 TH ROCI<
FRAGW:NTS TOP OF ROCK AT 61 GRAOI NG LESS WEATHERED ANO 10 REDDISH.BROWN FINE SANDY SILTSTONE BROWN FINE TO MEDIUM SANDSTONE FRACTURED GRAYISH-BROWN FINE TO MEDIUM SANDSTONE 8RUNSllll CK SHALE 30 DEGREE SL I CK!"NS I DES AT 23 1 REDDISH-BROWN FINE SANDY SILTSTONE REOOISH.8ROlllN SLIGHTLY SANDY SILTSTONE GRAD I NG TO VERY SANDY REDDISH.BROWN FINE SANDY SILTSTONE 8AOL Y WEATHERED TO 81 GRAD I NG lil>RE C~ETENT AT 8 1 30 98%-62%
REDD I SH.8ROlllN FINE-GRAINED SANDS TONE BORING COMPLETED ON CASING TO 10 1 3*30*70 30 REDDISti-BROlllN SILTSTONE - MASSIVE LEl#Tll WATER LEVEL @
AND HARD °'COM 300-LB* HAMMER @ 24 11 FALL
/Niii. NX DOUBLE TUBE CORE BARREL GRAYISH-BROWN FINE TO MEDIUM SANDSTONE
,.£11(;£11T GRAO I NG VEll'r' SANDY HCtJWIW REDD I SH-BROWN FI NE SANDY SIL TS TONE A/ID ~. 0. 0. BORING COMPLETED ON 6*12*70 GRAYISH-BROWN FINE TO MEDI UM.SANDSTONE CASI NG TO A DEPTH OF 3 1 GRADING LESS SANDY $0 WATER LEVEL NOT RECORDED 140-LB* HAhMER 0 ~II FALL REDD I SH-BROWN FI NE SANDY SIL TS TONE NX DOUBLE TUBE CORE BARREL BORIN0 27g BROWN FI NE TO MED I UM SANDS TONE DEPrH *=
IN I
BORING COMPLETED ON 6*2*70 Mllll'llt:E Al*TIOll .. 2471 CASING TO 51 LEl#TN FEEr
°' COii£ lflJ#,
WATER LEVEL NOT MEASURED 140-LB*
NX DOUBLE HAMMER@ 30 TUBE 11 CORE BARREL FALL
,_£11f:£MT 11£CtW£1W
- o-- 80R I NG COMPLETED ON 3-26-70 CASING TD g1 AllD II. 0. 0.
uw,.,, WATER LEVEL Ci 300-LB* HAMMER Ci 24 11 FALL BRUNSWICK SHALE
- COM REDD I SH.BROWN SANDY SIL TS TONE
/Niii.
NX DOUBLE TUBE CORE BARREL IO WEATHERED AND HIGHLY F RAC TUR ED 11 TO 17 16
,.lllf:lllT Mt:t/WIW GRADING LESS FRACTURED BORIN0 28~
i GRADING LESS SANDY AlllJ " * *
- MJlllfl<< AltaTIOll +I 66. 60 I GRAD I NG MORE SANDY NOTES:
BORIN0 277 DEPTH IN FEET i 40-LEl#TN BORING CASING COMPLETED ON TO 3 1 WATER LEVEL @
300-LB* HAMMER@ 24 NX DOUBLE TUBE ON 11 3-27-70 FALL CORE BARREL BRUNSWICK SHALE REDD! SH-BROWN FI NE MODERATELY FRACTURED SANDY SIL TS TONE
- 1. SM notes on Figure 2.5-22, ShHt 1 for ldditional expt.,ation of I091.
- 2. For locations of borings, ... Figure 2.5-20.
REDDISH BR YIN CLAYEY SILT WITH ROCK "'COlll 3. Log1 prepared by Dames and Moore.
BROWN SIL TY FI NE SANDSTONE FRAGMENTS
.. SLIGHTLY FRACTURED TOP OF ROCK AT 41
,.£11(;£11T BRUNSWICK SHALE HCOWIW GRAD I NG REDD I SH.BROWN REDDISH-BROWN SANDSTONE*HIGHLY Af/lllJ 11.0. 0.
FRACTURED TO 20 1 RE DD I SH";BROWN FI NE SANDY SIL TS TONE REDD I SH.BROWN SIL TS TONE GRADING TO GREEN SILTSTONE AT 30 1 10 REO'O I ~H-BROWN SANDS TONE REDD I SH-BROWN SIL TS TONE-SLIGHTLY WEATHERED WI TH MODERATE FRACTURING BORIN0 281 BORING COMPLETED ON 3-27-70 DEPrH 40-30- CASING TD 101 IN ~MZ ELEtaTIOll +200 I BORING COMPLETED ON 6*16-70 Lll#Tll WATER LEVEL @ ON 11 FEET CASING TO A DEPTH OF 6 1 LIMERICK GENERATING STATION 300-LB* HAMMER @ 24 FALL
,,, COlll WATER LEVEL NOT RECORDED NX DOUBLE TUBE CORE BARREL 140-LB* HAMMER AT 30 11 FALL UNITS 1AND2
/Niii. $0- NX DOUBLE TUBE CORE BARREL
~llf:lllT 0- UPDATED FINAL SAFETY ANALYSIS REPORT CLAYEY SILT T ACES OF PEAT LEl#TN Mt:t/WIW SILTY CLAY* HARD SILTY CLAY - HARD °' COii£ llUll, AlllJ " * *
- 10--
WATER LEVEL NOT MEASURED ,_lllf:EllT
~,,.,
GRAPHIC LOGS*~
AllO II. 0. 0.
SHEET 22 OF 37 FIGURE a.1-2'
1---------------------------~3GQFTEST"V~-----------
soR1NG 300 - LOG OF TEST WELL DEPTH BORING 301 - LOG OF TEST WELL BORING 289 IN SURFACE ELEVATION 12')8 ;t DEPTH BORING 287 IN SURFACE ELEVATION +?!4' .!:
DEPrH SURFACE ELEVATION +20'3 1 FEET FEEr IN SURFACE ELEVATION + I 11r:. 46' SYlllBOLS DESCRIPTIONS FEEr SYMBOLS DESCRIPTIONS BLOW CL 0 ~---~~=-=---r-i~~~~~~~-----
RED CL,\YEY SILT ANO OCK FRA M TS 0 cr:_uNr~S*Y.~'M.-~_o_L_s_,..---------DE--S-C-R-IP-T-~-O-N-S-*------- R!:--UU I SH-t'i-IOWr"\1 SIL S 'Or\JE" 1
PR'.JelSWI CK S.MLE RF'.JO I sH-~ROWN FI l'.J[ sAr--JD'r s IL s 1 or*Jt 2 1
- HARD AT 'CP Cl- ::;.0, f. T 30~-
g5%-42% ' CJ'J, I,..,.( SH~ Lf FINE SNJDS'ONE 10 --- I SH-'* :.:,o*t~f\J SIL . S Qf\Jf-10- REDDISH-PROWN 1Hl~J r;FQOfJ SILTSTONE GRAYISH-eROW\ Fl\E 10 t</EOIUM SAf\JDSTONE GANOCO GRAYISH-RFD SILTSTONE WI 'H f*'F DD 1 s1-1-~* ;:WM~ FI "Jf SM*JO' s L
- s, o~r -
GP.ADI !J..'::;,l*J\AL 60--
1 SAr'DS TOr 1 >-~
SL I CKfNSI DES 20 HPR[
GRAY Fl~JF !O MEOIU'.' SANDS>OelF - HARD '*F<Owr*~ I sr-c;r:.:A' I- I f\J[ '.J MFD I l 1M SPr*,OS 'U\,f--'
Pf-DOISH- 1*ROWf\J Hl J-*fDDlD 1 FINf SP.l\rJ'. 90 -
90
~*'H~~~', ;~~~'f u~
1 TO Mt DI SANDS 'OLF 30 f-.!EDDISH-f-ROWN
- HARD f--INf sAr\JOl SlLfS[O~.JF I 00%-82% 120- 120--
40 REDDISH-BROWN FINF SA~o*- SIL'SlONF Tl%-71% - HARD 150 RED SAN~STONE 60_ ... lliiiiiii...._..I RCJRI CJG COMP LE !ED oeJ E:-11-?0 50~__. ...........__, ><QRll\JG COMPLfl[Q ON C:-J-}*J
- ,Feio1sH- 1*Row~ s1L s-ol\Jt RO:O~ I SH-8'-<DW'I SI LlSTONE
.!.ASING '0 A DEP"H or g 1 LENGTH ASINl1 IQ ::2 1
<IATl:R LE\/E_ NO r ><E* ORDEn 'NA l[ ~ F'/EL ~~:)T MF--ASll-.!FJ LEN*TH OF COltE 140-LP* HAMMER,\- )0 FALL OF CORE 14*'.>u'
AND R.Q.D. 210 240-- 240~-
FRACTURE ZONES RECDIS~~-~RDWN SILTSTOf\JE BORING 288 BORING 290 DEPrH ~ DEPrH ~ 270 IN ~ SURFACE ELEVATION +I ? I . 2g 1 IN ~ SURFACE ELEVATION +2'31 I 270-FEEr ~ FEET ~
BLOW BLOW SYMBOLS DESCRIPTIONS O C°!!'!T SYlllBOLS DESCRIPTIONS 300----
O COUN~ )I ~fr'rjm'!l"'----""T--~G~R~A~'~'S~H~-~R~R~O~W~N~CL*A~Y~E~'--S*l*L*,----------
~6 __L__T"'__R_F_D__
~ 111,,,,,..-Nl n1s--H---8-~-o-~-N--rL_A_Y_E_Y__S_l_L_T_V_l_IT.H__R_O_C_K_
ML GflAOl~IG riRowr-11s11-*,r-LLDW FRAGMENTS 4~1 NOTES:
roP OF ROr< Al Bfili'JSW1 ! K SlrncE Rf-00 I SH-RR0 hN 1 FI NF SANDY SIL TS TONE
........... __ _ ~\\PRUeJSWI rK SHAU HIGHLY '~i:ATHERED - HARO AT 8~1 10 \~ ::~:~ ; : ~~ ~:~~~~ T~~~ TS TONE - ~ARD R-001'.:>H-Bf~OWN SlLTl' 1--INE SANOSTONF
- FR.Al T .mEO 1
GRA' I sH-r-.ROWN SANDY s IL Is TONE 1. See notes on Figure 2.5-22, Sheet 1 for
- FINF AND HIGHLY FRAClL'REO RFDDISH-13ROwel
- SLIGHTLY FINE FRACTL!t<f:D SANDY SILTSTONE BORING 302 additional explanation of logs.
S l 8~JE DEPTH 2. For locations of borings, see Figure 2.5-20.
GEDO I s-1-:::::jROWN FI NE SANDl SIL 1 lffDOISH-8ROWel SILTY FINE ro MEDIUM 20 SQllFJK:6 D.l'WfT/0#
IN RIVER BOTTOM - +l'.J').81i SANDSTONE - HARD TRAC;:-S OF SllALY ZONES FEET 3. Logs prepared by Dames and Moore.
a.ow flEDOISH-BROW~J FINE SANDY SILTSTONE 30 --- O COIJNT $Ylt/60L$
30 - HARD WATER 28
- RIVE'< flOTTOM RCDDI SH-RROwr~ SIL TY SAf'JDY GRA\.r'fl_
40 - 40 PROWt\ SIL ry FI NE SANDS TONE:. - \./E:_H'v HARD TOP OF ROC:K (ii, 3' rELOW RI VE~ po-10M PEDD l SH-E?RUW~,J ;: I NC SAl\JD'l SIL' STONE ,-.quecsw1 CK SHALE
- HARD REDD I SH-RROWf, SA Iv DY SILTS TONf WE.ATHEREG 10 17f BELOW Rll/FR BOTTOI/
50-----
"0FING
'AS ING COMPLETED TO A DEPTH 0"-
OF S-10-70 10 1 50-~ ..........a--..1 FOR I NG COMPL E - ED ON S-17-70
~ATER U\/EL NOT RECORDED CASI -0 ') f LENGTH LENGTH 140-LP* HAMMER AT 30" FALL WATER LEVEL NOT MEASURED OF CORE OF CORE 140-ui. HA"'1MER@ 3[]" FALL LIMERICK GENERATING STATION NX OOl_1f*Lf-- llJPF CORF RARRFL*
RllN, RllN, NX DOUFLF TUOE CORE B.ARREL PERCENT PERCENr UNITS 1AND2 RECOVER'I' RECOVER'I' AND R.O.D. AND R.Q.O UPDATED FINAL SAFETY ANALYSIS REPORT 20 BORING CDMPUcn:o LF IO-E-70 CA:ilNG U:icD TD A DEPTH or 31 RFLOW LENGTH GRAPHIC LOGS RIVFR ROTTOM OF CORE 30rJ- - B
- HMIMER (OJ 2i+ 11 FALL SHEET 23 OF 37 RIJN, NX DOUBLE TUBE COP'- B~RREL PERCENT RECOVERY AND R.O.D. FIGURE 2.5-22
BORINe 309
.oRINe 303 . . . . . . . . . . . . .121.5*
BORINe 308
....... ..__+141.7 1
. . . . . , . . . RIVE~ l!IOTTOM * +105.3 1 t TOPSOIL REOD I SH-BROWN SANDY SILT WI TH ROCK FRAGMENTS 1
LARGE FRAGMENT OF ROCK @ 2 TO J' TO COARSE SIL TY LIGHT GRAY Fl Nf GRAINED SANDSTONE SAND WI TH GRAVEL WEATHERED TO 81 80"8NCI 307 IO ----~+141.9 1 11 GRAD I NG TO REDD I SH.BROWN $ANll'.
TOP 01" ROCK@ 7 1 9 BELOW RIVER BOTTOM SILrSTOl\IE@ 10 1 BRUNSWI Cl< SHALE REDD I SH.BROWN SIL TS TONE WEATHERED ANl'l FRACTURED TO RI \/ER BOTTOM 12, 1 BELOW
,. TOP OF ROCK @ I 5 1 I I II FILL Cl NOERS AND SIL TY SAND REDO I sH-B ROWN SANDY s IL T BRUNSWICK SHALE
()RADING GRAYISH-BROWN I 15 1 BELOW TOP OF ROCK @ 2i 1 1
1 REDD I SH-BROWN SANDY SIL TS 1 ONE SANO GRADING OUT@ 17 RIVER BOTTOM AND MORE SANDY WEATHERED TQ 19i 1 BRUNSWICK SHALE 1 REDD I SH-BROWN S.t.NDY SIL TS TONE GRADING WI TH LESS SAND@ ICJi BE COM I NG REDD I SH.BROWN SIL TS TONE WllH CALCAREOUS INCLUSIONS AND HAIRLINE CALCITE BEDDING FILLINGS*
TO 4, WE.t.THERED 1
TO 5i 1 , VERY FRACTURED BECOMING SLIGHTLY SANDY@ 21i 1 BECOMING LESS SANDY@ 25' BORING COMP LE TED ON CJ-21-70 1
BORING COMPLETED ON 10-5-70 C.t.SING USED TO A DEPTH OF 16 C.t.S I NG USED TO .t. DEPTH OF C) I BELOW WATER LEVEL @ 6 1 ON 9-22-70 11 RI VER BOTTOM 300-LB* HAMMER@ 24 FALL "JX DOUBLE TUBE CORE BARREL 3Cr()-LB* HAMMER@ 24" FALL ll!IORINe 3oe U*nt
- COIM . . . . . . . . . . . +140.1 1
~/ICE,,,.
ll<<OWIW VERY FRACTURED@ 21 J TO 22 1 VERY FRACTURED @ 40i 1 TO 4 l i 1 REDD I SH-BROWN SANDY SILT
,,. VERY S.t.NOY @ 4 3, 1 TO 44 1 r, i TOP OF ROCK @ 51 VUGGY AND WEATHERED @ 2C)I TO 29'1 BRUNSWICK SHALE 80"8NCI 304 REDD I SH-BROWN FI NE GRAINED SANDSTONE WITH SANDY SILTSTONE WEATHERED
. . . . . . . . - - ... 23.9 1 TD 27 1 SANDSTONE GRAD I NG MORE C:JAf1SE, BORING COMPLETED ON 10-2-70 o~. SLIGHTLY PITTED, MORE WEATHERED CASI NG USED TO A DEPTH OF 2 1 3 11 11 W.t.TER LEVEL@ 26 1 7 ON 10-5-70 11 3()0-LB* HAMMER @ 24 F.t.LL NX DOUBLE TU!'E CORE B.t.RREL WEATHERED, BROKEN AND DECOMPOSED 19 1 TO 27 1 NOTES:
ML GRAD I NG WI TH LESS S.t.ND 1. See notes on Figure 2.5-22, Sheet 1 for IO M:kfition1I explan1tion of logs.
- 2. For loe1tions of borings, see Figure 2.5-20.
REDD I SH-BROWN SANDY SIL TS TONE 88%/14%
BORING COMPLETED ON CASI NG USED TO .t. DEPTH OF 10-1-70
'5t 1
- 3. Log1 prepered by Dimes Ind Moore.
11 WATER LEVEL@ 12 1 4 ON 10-1-70 TOP OF ROCK @ 16' 311 300-LB* HAMMER @ 24" F.t.LL BRUNS WI CK SHALE REDD I SH-BROWN SANDY SIL TS TONE 81%/0%
LEl#TN NX DOUBLE TUBE CORE B.t.RREL WEA THE RED TO 22 1 O' COii£ BECOMING HARD @ 35 1 lllJll.
HllCEllT MCOVEIW 100%/47%
AlllJ II. 0. 0.
n LIMERICK GENERATING STATION
-- LE*nt
°'"""111111.
BORING COMP LE TED ON C)-22-70 CASING TO 16 1 WATER LEVEL @ 4 14 3
300-LB* HAMMER @ 24 11 NX DOUBLE TUBE CO~E BARREL 11 ON 9-22-70 11 FALL GRADING WITH MORE SAND @45 SAND@ 49i 1 1
UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT GRADING WI TH LESS NllCEllT BORING COMPLETED ON 9-25-70
~,, &.aMITH OF CORI CASI ~G USED TO A DEPTH OF 5i 1 WATER LEVEL NOT RECdRDED RUN,NRCINT Ura 11 FIGURE 300-LB* HAMMER@ 24 FALL MCOVIRY AND R.O.D. N)( DOUBLE TUBE CORE BARREL
,,,, i i i ....
llORINe 309 llORINe 310 110"9Ne 311 110"9Ne M-3 Ill ....... ~+184.2 1 i ....... ....,,. +140.4 1
........... +l.41.71 DEl'TH IN ....... +251.0' o* 37
- GRAD! NG WI TH ROCK FRAGMENTS FI LL -
FEET GRADES TO SANDY SILT WI TH ROCK REDD I SH-BROWN CLAYEY SILT WI TH ROCK FRAGMENTS AND OCCASIONAL CINDERS 6 ML FRAGMENTS - STIFF
%
/0 TOP OF ROCK @ 9*' GRADING HARDER AT 6~ 1 BUT HIGHLY BRUNSWICK SHALE IO BRUNSWICK SHALE /0 FRAC:TURED GRADING LESS FRACTURED REDDISH-BROWN SANDY SILTSTONE FRACTURED, 10 1 TO 15 1 11 TO 24 1 -6 WEATHERED REDD! SH-BROWN SANDY SILT WI TH ROCK REDDISH-BROWN SANDY SIL TS TONE I 00%-22%
FRAGMENTS WEATHERED TO 171 VERY FRACTURED, 101 TO (5 1 BORING COMP LE TED ON 4-28-70 CASINGT04 1 WATER LEVEL NOT ENCOUNTERED 11 i
140-L.B* HAMMER @ 30 FALL 0
60 TOP OF ROCK BRUNSWICK SHALE I Bi I 60 94%/33%
REDD I SH-BROWN SANDY SILTSTONE 94%/26%
SLIGHTLY WEATHERED TO 22 1
- VERY FRACTURED TO 21 1 llC>"9Ne M-4 DEl'TH ...... ....,,. +250.8 1 IN GRADING MORE MASSIVE FEET VUGGY @ 31 1 TO 31i 1 , WEATHERED FINE-GRAINED SANDSTONE AT 32 1 TO 371 CALCACEOUS INCLUSIONS CLAYEY SILT WI TH ROCK FRAGMENTS - FI RM TO ST I FF TOP OF ROCK @ 2 1 GRADING TO REDDISH-GRAY FINE-GRAINED BRUNSWICK SHALE BADLY Pl TTED AND WEATHERED@ ~1-371 SANDSTONE @ 35i 1 REDDISH-BROWN SANDY SILTSTONE REDD I SH-BROWN SIL TS TONE WI TH SOME SLIGHTLY WEATHERED AND HIGHLY FINE-8RAINED SANDSTONE@ 391 FRACTURED GRADING GRAYISH-BROWN@ 39 1 GRADING LESS FRACTURED TO HARD
/0 SIL TS TONE GRADING BLUISH-GRAY AND !.<<:lRE SANDY GRADING TO Dl'IRK REDDISH-BROWN@ 42 1 @ 42 1 GRADING TO REDDISH-BROWN FINE-GRl'llNED 1
SANDS TONE @ 42 100%/80%
46 GRADING TO REDDISH-BROWN SILTSTONE BDR I NG COMPLETED ON 4-zg-70 CASING TO 2 1 GRAD! NG TO REDD I SH-BROWN SIL TS TONE WITH CALCITE STRINGERS@ 46 1 WATER LEVEL NOT ENCOUNTERED
@ 47 1 11 VERY FRACTURED @ 47i 1 TO 49* 1* 140-LB* HAMMER@ 30 FALL BOFU NG COMPLETED ON 9-29-70 CASI NG USED TO A DEPTH OF 18i 1 BORING COMPLETED ON 10-6-70 1
CASING USED TO A DEPTH OF 9 Lll#rN WATER LEVEL @ 121 1 ON 9-30-70 1 OF COIM 300-LB HAMMER @ 24 11 FALL L£/l#rN WATER LEVEL I '7f 1 ON 11 10-6-70 GRAD! NG WI TH SOME FI NE SAND @ 55 300-LB* HAMMER @ 24 FALL OF COii£
,_EllCll/T llECOVllW lflJll,
,_£/ICl#T NX DOUBLE TUBE CORE BARREL
- CORE LOSS DUE TO GRINDIN8 OF RCCK NOTES:
AMO lf.0.0. llECOVEIW SANDSTONE FROM 60 1-66 1
- 1. See notes on Figure 2.5*22, Sheet 1 for GRAY! SH-BROWN A#D If. 0. 0.
i eddition*l 1xpl8f"l*tion of logs.
- 2. For IOC8tions of boring1, . . F.,,_ 2.5-20.
110"9Ne M-2 GRAD I NG TO REDD I SH-BROWN SI L TS TONE OEl'TH I: BORINEI M-1 DEl'TH ....... 3. Logs prepered by 08mes 8nd Ml'Cn.
I
@ 66 1 BECOMING SANDY SILTSTONE@ 68i 1 IN ....... ..,.,,_ +249.8 1 IN ~
FEET FEET
'°""'
aJM 0 t:OUllT rn.<<*
llllll'!'~L.......
BL*A-CK--Sl*LT*Y*C*L-AY*W*l-TH--Fl-NE . .TO--CO-AR_S_E 0 .,,...r"""!l!'!'*.....~~llllllll!~llllllllm~-----
BLACK CLAYEY SILT - SOFT g REDDISH-BROWN CLAYEY SILT WITH ROCK GRAVEL - TOPSOIL REDDISH-BROWN SILTY CLAY - FIRM .FRAGMENTS - FI RM EO REDDISH-BROWN CLAYEY SILT WI TH ROCK TOP OF ROCK @ 41 FRAGMENTS - VERY FI RM 6 BRUNSWICK SHALE TOP OF HIGHLY WEATHERED ROCK AT 5 1 REDD I SH-BROWN SANDY SIL TS TONE - HARD 3RUNSWI CK SHALE - INFREQUENT HEALED FRACTURES LIMERICK GENERATING STATION 75%-40% REDDISH-BROWN SILTSTONE - HIGHLY WEATHERED IO TOP OF HARD ROCK AT 5t 1
/0 UNITS 1 AND2 MODERATELY FRACTURED UPDATED FINAL SAFETY ANALYSIS REPORT I 00%-57"fo I 00%-72%
BORING COMPLETED ON IQ-8-70 CASI NG USED TO A OEP TH OF 14 I 16 <JORI NG COMPI FTFn ON 4-28-70 5 1
- L£/l#TH BORING COMPLETED ON 4-29-70 CASING TO 41 WATER LEVEL 300-LB*
NOT RECORDED HAMMER @ 24 11 FALL L£/l#TH OF COlfE CASI NG TO WATER LEVEL NOT ENCOUNTERED 11 °' t:OllE llflll.
WATER LEVEL NOT ENCOUNTERED 140-LB* HAMMER@ 30 11 FALL
....lilcU.*
SHEET 25 OF 37 140-LB* HAMMER@ 30 FALL NX DOUBLE TUBE CORE Bl'IRREL llUll,
,.EllC£#T ~llCE#T
~,,.,
lf£CfWllW AND If. 0. 0. Alltl lf.ao. FIGURE
BORtNe 402
. . . . . . . . , . , . +179 1 STATION: N 6069 BORING 502 E 4072 DEPTH SUtRICE ELEVATION 210' IN FEET O£SClllPT10N o~_..!111111!11_.........B-R-UN-SW-IC-~-SH-A-LE _ _ _ _ _ _ _ _ _ __ _ o....-~-,,,.,,.,,""".-~~~~~~~~~~~
BORINe 400 I~ REDD I SH-BROWN MED I UM BEDDED TO MASS I VE 0.0 - 5.0 SIL TY SANO, BROWN,
. . . . . , . . , . +160.9' 92% SIL TS TONE FIRM, iJ!TrnOCK FRAGllENTS.
STATION: N 60,,
E'm
- FRACTURED FRGM 81 TO 91 ::-r.::"I'!'.
- 5. O - 20. 5 SAtlOS TONE. BROWN, llT'T'HWE INTERBEDS OF SILTSTONE.
l!IRUNSWI CK SHALE RED TH I CK BEDDED SILT! TONE IO 10 90 TH IN CLAY SEAM 0 131 (60 DEGREE FRACTURE)
REDD I SH*BROlllN FI NE""GRA I NED MASS I VE t 11 BECOMING MEDIUM BEDDED CLAY SEAM REDD I SH-l!IROlllN I" I NE.GRAINED MASS I VE
- SANDSTONE 15 SOFT ZONE FROM 15' to 18' SANDSTO'NE TH IN CLAY SEAM (60 DEGREE FRACTURE)
SOME CLAY IN JO I NTS REDDISH.BROWN MEDIUM TO THICK BEDDED SIL TS TONE 20 100 HiHHH!
THIN CLAY SEAM PERCENT BuRING COf1PLETED 8-20-71 CQE TH IN CLAY SEAM RECOVERY n
.,_ BORING COMPLETED ON 2-25-71 LE/NTN OF COii£ BORING COMPLETED ON 3-1-71 LEl#Tlt llUll,
"'t:OllE 'EllCEllT llECOVEIW
'EllCEllT AND 11.0.0.
""°""'"
AllO 11.0.0.
BORtNe 401 BORING 501 lEPTH SURFACE ELE\llO'ION 280'
. . . . . ..,.,.+174 1 IN FEET DESCRIPTION STATION: N 6013 0 E 3862 0.0 - 5.0 SIL TY SAND, B~O\o/N, NOTES:
FIP.11, H!TH ROCK FRAGMENTS.
TH IN TO MED I UM BEDDED REDD I SH-BROWN - 5.0 - 26.0 SANDSTONE, BROWN, 1. See notes on Figure 2.5-22, Sheet 1 for SIL TSlONE ~NED, HIGHLY JOINTED: WEATllERED addition*I expl.n*tion of logs.
TO DEPTH OF 9 FT.
- 2. For loc.tions of borings,.see Figure 2.5-20.
--100 SOME VERTICAL FRACTURES WI TH CAC03 FILLING
- 3. Logs prepuld by D*mes .nd Moore.
VERT I CAL HIGH ANGLE FRACTURES FROM JO 81 TO 12 1 100 t" CLAY SEAM 15 -
REDD I SH-GRAY FINE-GRAINED GENERALLY 72 CORE BADLY MASS I VE SANDSTONE BROKEN FR~1 14' to 21' 20 -
100 BORING COMPLETED ON 2-26-71 LEl#Tlt *(BLOCKAGE PREVENTED RECOVERY OF 25 - LIMERICK GENERATING STATION LAST RUN)
OF t:OllE PERCENT UNITS 1AND2 CORE BORING CIJ1PLETED 8-20-11 ltUll. RECOVERY UPDATED FINAL SAFETY ANALYSIS REPORT
'EllCEllT 11£COffEIW AM II....
GRAPHIC LQ81, SHEET 26 OF 37 FIGURE J.9.11
L-i L-2 L-3 L-4 L-5
~ E'O't
- 1ocn -1001 =1:121 O Sc:huylk1ll PumpStructuri!
OSc:h,, Mull P * .strlll(;tur* O Schuyl~oll ::": St"'7:, O Schuyl~lll.,Pu7Structure EXPLANATION S~OYSILT. 0.0' SANDY SlLT 0.0' 12.S'SILr: CLAYEYAPCI
~L~~n ClAHY, ,*
- *::: 0 SA'llYWJTH)(lllTbRAVELSSTARTTMG D *'1 AT9'.
10
..* *,, ::::: 11.0 -14.0'GRADESTOSAIUJ:'iT!JJff, WE:ATHERCD. ---
12.0' -15.0'GAAOESTOSHALEAND SILTSTOfl_!_:lilEATHFRfll -- ... I0 m '
Fill.
'.'o ~~IT - 15.0" SHALE: WEATHERED, I 0 15.2'-35.2'!.MDSlONE VERYflJIE-GRAl~THINSH~H PARTUIGS.
RED, flODERATrlY FRACTURED P.AW.LEL TO liUITL'f' DIPPING 14.0' -24.0'SA/'IOSTONE: RED, VERY FINE-GRAINED, HARD, WITH SHALE PARTIJllGS *IDERATELY FRACTllll:ED
~~i;-:~LEL TO BEDDING. ONE VERTICAL 1), D' - 25. 0' SANDSTONE:
FINE-5RAINEO,~SHALE PARTINGS. J'ICDERATELYJOINTED
~~~:~~ CORE LENGTH JS ABOUT i VERY 14.0' -24.0' SA'llSTONE:
GRAINEO,HARO,~LYFRACTUAED PARALLELlOBEDOillG,OCCASICWAL VERT!CALJOJNTS.
LENGTfJISA80U14INCHES flNE-AVERAGE CORE I 0 15.C'-25.0'~STONE:GRAYBROWN, H[GHLV FRACTLRUfl5WITEL TO 8EOOING.
SltALEPARTINGS. n Overburden, undifferentiated.
BEOOING. OCCASIO"'L VERTICAL J 61 20 100 ~o;~~Es.AVERAGE C°"E LE~GTH 20 96 20 I 20 80 D Sand.
- z. lle'I. 90.9'
[IlIT)) Sill; clayey sill (ML).
30 100 mm Sandy sill (SM).
,. [illil] S<l'ldy gravel (GM).
L-6 L-7 L-8 L-9 L-10 m Sill with siltstone frogmenls or boulders.
Clay(CL).
-1ocn O Schuylkill Pump Structure Schuylkill PumpStru~ture O Schuylkill PumpStructur" O Schuylkill ?ump Structure l
-11.0'CLAYEYSILT 0.0' - 12 O' qu: CLAYEY ANO 5ANDY WITHGRAVELB'E'IOW8' O~ OO'BOSILTCLAYEYANOSANOY WITHTRACl orGR:AnL O 0.0' -13.5' SILT: SANDY ANO CLAYEY WITH OCCASJONAfF.RAm RFIOW 110' Silly clay, sand and gravel; clayey sand( SC).
~ l LJ I 8 0 12 0 SHALE Hf.HU WlATHERElJ -
Si Its tone.
GAADESTO~lillO.O' 10 10 12.0' - n.o* SAHOSTCfllE* RfO HIGHLY REFUSilLAT12C AUGnlHOLE
~
WEATHEREO,Wl"HSOFTSHALEPART!NGS 13.0'-23.0'~:RED,VERY Si ltslone and soil; siltstone and sandS1ane.
Fillr.-GRA!fEO.HAll().JCJOERATELY 1* ~~~g*AT~~S TO GRAV, "fDil.14 15 REFIJ5AL1i118.5' (AUGER 1-fllE, ~O SAMPLES I REFUSAL A~ 17 .0' (AUGEPHOLE.NOSAl"IPLES) zo D Sandstone.
Shale.
Overall percent core W - Hole number L-11 fie" 104 ,...___Elevation, top of hole L-13 L-14 W-1 W-2 ---- Site Structure where drilled T~
1, 1~.*,,~,~pStl\Jctu0 .*0** Elev.141
- l ()()~
lII*-;~.~:::~.~~~:.*'"
~ - 2.0' RA.llROAD BALLAST 100>
O &;;huylkill PumoStructure O Schuylkill PumpS!ructu'e O :Xhuvlk.111 PurflJSlructure 2.0' -5.0'SHALE: R(()
0.0' -6.0'SILT: DENSE, SANDY 0.0' -7.6'SILT: SANDT.DENSE WITH OCCASJO~lf.l.- S*LL GRAVEL WITHOCCASJOOlSMALL GRAVEL 5 THIS JS A HAND-DUG PIT.
flev.138.R
~:HIGHLY WEATHERED 7.6' -27.ti' SHALE: RED,JH!NLY 9EOO£D,l"IODEillITfFRACTURED B.O' -ZB.O' SANDSTCJrfE. RED, VERY PARALLEL TO NEAR-HORIZONTAL Percent FlNE-GRAtflED~OSUGHTLY BEDDING. Lithology 10 10 10 COARSER A.Jill GRAY AT 13 FEET. HARO, 10 L-12 ~DERATELYJOINTED Tir;;. -* *- .
(AUGERHOLE,NOSAl'IPLESl
~* ~.
15 Fle1* 87-+------ Elevation,bot1om of hole (AUGERHOlE,1'ClSA,,_,LES) zo 10 1-!
Elev.145.9 REFUSAl.0100 (ALIGER HOLE, llO SNl'l..ES) .. For location of borings, see Figure 2.5-20 W-3 W-4 W-5 W-6 Elev 104
-1001 *lOO- =100%
SChuylk1ll PumoStructure OSchuVlic.111 PumpStruc1urE O Sclluylklll Pur-ipStructure 0
0.0' - go* SAJj(l* qln, ~HISE, 0.0' -l0.5'SAMJ*SIL"Y,S0'4E 0 0' - !O ~' SANIJ RAN~ GRAVEC-- SM.LLGRAYEL ~- GAAVELU LIMERICK GENERATING STATION REDTOGAAY.
UNITS 1AND2 10 9.0' - 19.0' SANDSTONE: GR.OTO RED, VER'fFJNEGAAntlf1il'T'HSHALEPARTIPfGS. 10.S'-20.S'SANDSTONE: l0.5'-20.S'SA/'IDSTONE: RED,FINE-UPDATED FINAL SAFETY ANALYSIS REPORT HARO.JIODERATELTFRACTURED lil!THHEOSHALE~. GRAINEO,WITHZi5ii£SOFSHAl.E; HARO.
fRACTUREO.
100
,, 100
,,1.. i *
.JlJ GRAPHIC LOGS SHEET 27 OF 37 FIGURE 2.5*22
..* S-1 11eo.1 ..
C.R.*
S-IA t*n ... "' .
S-18 n .... 111
... n.., 1* C.lt.*-
S-3 El*** lU C.l.*IPS S-4
[1....
0 011!!11!11.l:ll!alr--
~~::.
0
- .** - *.*. .M!.£l.!!.* -7.0'9M!.!....lli:!. a.a* -1.0' nu*wmsw l.O' 5' SILTY MW llMb:
~ 111 ~*. lflTM*m
~~-~' ~
- .*.*~
~.,,
111*
,. 10 10 10 10 I I II I I I I II 19.0'-Jt.l'~
~*,j.r~~
L..,. -- c nau. ='* ** I I II II lO.O'
- D.O' -
- 181\M-Wl*D JO 10 10 JO 10 J4.D'-J4.l'SOflllll:
Ja.o*ccm-mDra.
- ** It
- ~i
- ::*~F,:.
II ,.,5' - 37.0' OPD IOTJCM. JOJWI'
- LDST 50l llll1DAT M.5 FtET. **
ll.D' - *.D'?
~~-~P::.:LEL Elrt.101
- *o *O *O *o TO...._,
CmE LEIKTM mnm - * *
- t9I:
IS I IC.:5. .wcUIE IMIEllLY ...,ED In.OW 5fi '1ET 4J.5' SoteS'ftlE *s Sl'lCll.E AllftM-
- *I -4t.O'U>>.lL1...JtllJ S-5 S<J.0'-51.D'~
Ehv. Hiii Q lclhuyMl:HIP'UlftPl5tructur1 10 10 50 *o S-IO
~ ... :~* ;.M11itith'PM1""
0
!i2.0'-55.9'5ILTST*:RED,IWll, El*.1*
SIW.ElllPMT.-- C.R.*1~
II o:;:=io;=.J'-1""""'
l>.0'-2.!i'~
E1 ... 7Z.J 2.5'-7.0'SILTY _ _ ___
10 10 IO.O' 2 UICH 50f'T zt.: 10
.. .. II S-9 E1*v.123
- lOOI 70 10 0.0'-9.0'CLATt:TSILT*SIWJ.
19 19 10 10 10 io ~io;..T~4J.;.~~
PIECESTOllFUT,TllElltllODCCllE.
II .. .. S-8 Elrf.llfi I I C.R.*llXl'l
- ~o 10 Q lchu'fNdll
.. .. ** El.,.99 100 For explonallon of 1ym11011, Sff 111eet 27, n ... 1s Fi9urt1 2.~-22.
IOI IOI 2. For location of borln91, ' " Fl9ure 2.~ -20.
~'. WN}:*~~g_~.,
- aims "--S.
S-12 111.6'-112.0'~,SOFT.
110 110 S-7 0.0' -14.0 SILTY WI> AJll l&\'n.
Elrt'. 111 C.R.*11111 Ill 0- ~
110 S-6 Elft.1115 10
.*....*.* Ill
- lOll 0 I9 110 1111.TER ::*~.lJo~~~ r:E:OO..~' 5-11 c.:n*o MIDI*. acw1.,_
Z. l' - J.9' Slllt W11 MIO *YEL YDTICll. JOIWTS. Att:- mu U:-' l IC.:S TO CUTI! 23 FE£T, LIMERICK GENERATIN~ STATION
~Yf.M~wvin~llli 6-10110UIELCll2JFE£T.
ans.-T011FI£T:TllDI to IN 0.0'-2.0'liMTtR UNITS 1AND2 eel 1.[im11S AftMlf: 6 - 10 IKNES.
2.0' - 5.D' M*IUlll UPDATED FINAL SAFETY ANALYSIS REPORT 10 tI flt¥. 79 II so 10 1*
Elev. 8J GRAPHIC Local .
SHEET 28 OF 37 FIGURE.l.lol2
T-1-1 T-1-3 T-1-5 T-1-7 T-1-9 T-1-11
- J~ev.2SE.7 O Unit1Cooii D.O' -J.Q'OV£RBUROEN. WEAntEREO 00' -3.5 OVERBUROEl'I
- ROCKFRAG- JC' -4.Q' SILlSTfiliI. MEATHEREO, -3.0' S!LTST~E: l:IEATHERED -2.5'0YERBUROEN -4.D'~ERBUllDEN ROCkAND~KFRAGHENTSWITHCLAV. '1ENTS IN CLAY---- CLAYEY 3.D'-30.0'~RED,AAAD, 35' -30.0'S:LTSTONE. RED,riARD, 110'-JO.O'~:RED,riARD, SANDYSILTSTONEINPART PR(),'il!J'IENT iA~r: ~~~r~T~~,X~1.u~c~i~L 4.0'-7.0'~.GRAY-RED,
- 3. O' - 30. 0' 5ANJSTCflE: RED, HARD, SAFIDSTOpj[Jl'l~CASIONAL SAllOSTONE!NPART. AVERAGECORE BEDDUIG. CORE LE~li1HS AVlAAGE 2 !~CHES STlEPll' DIPPING JOJIHS CORE LlNGTHS IOJERATELYHARDWJTHCLOSE HORJZOIHAL F!NE-liR.AIN£DGP.AOINGTOSILTSTOflE 'IEF:TICAL JOHfTS. CORE LEl'IG-~S LEt~GTH 2 INCHES. BELOW 6 FE[T TO DEPTH i', A~ERAGE 6 !"!CHES AVERAt:E 2 INCHES TOB', BHOW8' JOIHTING,l101ST INPARl. OCCASIOfllALmmcALJOINTS.
CORElENGTHSAVERAGEl INCH fR~JCPT*j AVERAGEB-lO!NCHES. IW~RAGE 'Nf.REASES TO lJ 'NCHES. i~~E~,B~~0~4~~*~ND 11.H~AliE 10 AVlRAlil:IJ IO!NC*ffS.*
7.0'-JO.O'SlllSrDN£: MEAlHE.REO.
5*9.5 FHT; H!ENAVERAGE 10-15 SOFTT013FE~STC>>IEIN INCHES PART. JOUTS ARE PRil"Wl.RILY ALOllG BEDOINGWITHNIOCCASIONALNEAR I0 VERllCAlJD!NT AVERAGfCORE LENGTHS BELQl,j 13 FEET JS 6 INCHES 15 I '
100 20 2'
I 2, 30 30 30 Elev.2265 O
T-1-2 Unit1~i~.Toviier II o.o*.J.5SILTSTO""°'"'STO"'*
WEATHERED,CLAYEV.
3.5' -5.0'BITRESl!:TANCEAT35 FEET.HARDAT5FErT ra- ., _,.,.
S T-1-4 Elev. 256.5 AugerHolP i,*,'*
~;
4 .0' - 6.0'
~,
BECl:ft~ HA~O RHUSAL AT 6 0 FEET AT 4 FEET T-1-6 3.5' FEET T-1-8 OVERBURDEN SILTSTONE
' ===
T-1-10 r~-o.******"--
~-~-
=== z.o* -6.0'SlllSTOfl~
VERY flAAD ATsmr.-
BECO"'ES O
T-1-12 rn UnrtlCoo~ngT<>w!!r 0.0"-t..O'SllTSHllE:WEATHEREO GRAOJN(] TO HAADAT"TrEET.
T-1-13 T-1-14 T-1-15 T-1-16 T-1-17 T-1-19 Elev.Zll8.9
~ 97%
0.0'-J.O'OVCRBURDEN:
ANDROCkFllA1H'lirr.-
3.0'-30.0'..sJ..L.I..S.Il:
T09F£ET.
PARALLELT08£DDINGWITHAN REDCLAY SOFTZOftES PRIMRILVJOINTED OCCASIONAL NEAR VERTICAL JOHff.
SAHOSTOpj[JJl!PART. CORELENGTHS MERAG[ LESS TiiAN 1INCHTO9 FEET,4UCHEST020FEET,THEN 12INCHES.
O.J - 3.0' OVERBURDEIC FRAGl>IENTSAN~
3.0' -5.S'SHALE:
C~POSlD, CLAYIT-
~A~~. -G~2o~~G f1°mi~. ~~;ONE 5
SI CCRELENGTHSAVERAGEd!NCHESTD
~~~~ ~u:~ AVERAGE ~-10 INCHES ROCK VELLOO,DE-IO lM- ~~~~:~~Pl~ BS 300 SANDSTONE m~s~~:h~I~!~RAINED, BRITTLE
'.iRAV lO' -30.0'5ANDSTONE* oARKGRAV lil!T'lllEATHERE~CLAYEYSHALE MEDIUMTOFJNE-Gll:AINED. CORE LrnGT~<; AVERA!\£ Z INCHES TO DEPTH FEET,AVEPAGE8il1CHESBELOI09.8 8.0' 95' SOFT ZONE
~~~l; :~-~~R~R~6 's~1 ~~~m:~ITTLE
~~~~D ~v o~~~R~E~~gw 5~~6~
7.0' -30.0'SAJilOSTONE:
t~~i~_TORE~ILTSTONE GRAV, HARO, 0.0' 4.0' S!LTANIJROC:~~
onRBu~DEN:
40' -30.0'SllTSTONE:
SANOY,SAHOST~T.CORE CLAYEY REO,HARD, LEllGTHSAVERAGEOJIHCHESTO Dt:PlHOfll F((T,THEN10-15JtcHES. OCCASIONAL NEAR VERTICAL JOINTS.
I 20 2 5 I. For explanation of symbols.see 30 sheet 27, Figure 2.5-22.
Ele~. Z16. O For location of borings, see Figure 2.5- 20 3 Holes 2 !hrough 39A are numbered 8 to indicate plinth foundation for the Unit I cooling tower wnere hole drilled T-1-18 T-1-20 U. 0' - ZO.O' Sil TSTOfll: REO-BRQl,jN.
2 *(SEE NOTE3) 5 2ii~:~HMD,~CALC!TE
~R~~E:~ FROM 0. 5' 0.0' - ZJ O' SILTSlONE RED-BROW~, OG' -20.0'SllTSTONE* RED-BROWN, "IEDllJM HARO, SCATTTRED STEEPLY OIP- l'IEDllJM 1-'ARD, SCATTERED CAEllE.-
Plr<<3 CALC!lE-fJLLED JOJNTS ANO FILLEO,STEEPLY DIPPIJ<<; JOI'HS CALCITE GRAINS. BROl<rn ALOtlG l'lEAR-l'ElnICAL JOHHS ~
2l',,HQ28'. 3/4"HORIZONTALCLAY NEM YlRTICAL JCHNTS {d IZ.4 El~v. 249.3 StJl1fl2.9 AN013.2'-l34'
~R~l.~E'.l !N~O 1/2' T-1-21 T-1-22 ~E~~.~~RT[CAL, 1W~-ST/\INED FRACTURE Elev. 2?3.6 Unit1Cooi1ngTo-*
0 r==;
-=== o.o* _ J.s* (APPRO>.) S!LTSTOllC WEATHIREO, SIJllE FILL. - -
II
~ J.5'-5.0' (APPRO~.).D!:..!21~~
' 1 -_-
00' -?O_O'SILTSTONf*
'4EOILl"IHARD,~ED,SCATIEREO RED-SRCllN, LIMERICK GENERATING STATION STEEPLY !JIPPJHG CALCIH-FILtED JOINTS UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT T-1-23 4 8-A
- 991 Unit 1 Cool11l!lTOw"r T~r, -=~; ~.o* ,,~
.._~]-
0 I [-::--::--= 00' S.O' SILTSTOfllE 11EC RED-BROWN.
'4lU!lJf'IHARD.~ BRO!:;fl'I
-SO'S_ILVi_TON_F*
l-VIRO -- -
Rf.1-BROWN,
- s.o* ::~:~~: 99 ~--=-::-~~ ~~?.II?' l' PIECES FRO~I 1.0' lo/JT~ TRACt OF lLAY
- ~N~~ I 12" l'l I 8' 1-1/2" DI ECfS FROM GRAPHIC LOGS lJJllW£ATHEREO
" -~-
SHEET 29 OF 37 FIGURE 2.5-22
- 17. IHI *'ft :Sl 17A 20 23 23A
....* n..... 1 liJlw.ZJJ.7
~-16.0'w..!'IIM.:IE~.
_ . . . . . S1tlft.Y 11"'1* JWlmS fl'.1'-J.1'*10.0'-10.1'.
new. m.1
~rTt=::~~~
....5.:S'-5.4'
,.*.. ,. --Tl-~=a-.-=
I *
-
=
l~
ctil.Cm
.iorm.
- t* .- ITll:PLY H"I*
10 ---
10 ~tl0.7'-11.l'.
EleT.nt.3 111* CU.'f LM111 t ll.I' - U.t' .
~.:-.1~'~-~lfT
.... Te**IZ91'._.
II II ..rtl15.I' -15.7'.
Elev.Zll.7 new .. lll.7 Eln.211.l 26 32 39 39A l1.,,N.I new. Ml.I Eln. ZI0.5 Eln. Z41.4
,_ C.l.*111 0
UM:1~T-
~- ~: wm:.::-:~
cm-nu.n,muu tt"'9t* *1m.
~--:a~~:.-* 1
- J;.- :.:: liltll&. ~
MPLY Dl"J* CAL.CITt-nLLID JDllTS.
- fWt J.1 - J.t' - 1.4' -
I.I'.
t:m 1MMS catm..'f AT IUl*OI-
-1m11z*-1*,nas1 Z9Tlll ,._.,_
J.Z' - 4.0' - . AL* --'flllTlut. .xnm
._CM.CJTtLEACJll*IO.S'- 12.5'-:S.7';1.Z'*l.5';1.l'*
2.!l'Wl0.1'*12.l'. 1.2' *ti 13.0' - H.0'.
SMD'l'll0.1'*11.4'.
10 10 10 10 LPCID IW..Cllt ._.. mEP\.t' . . . . 11.l'-13.Z'IUT Dl"'918.-mtl:r.0' -11.1' .S.MKO.
I I I I ICTTLED,lllTMCALCITEl16.6'-
-llTOl/2"-l"llllaSt 11.Z'
- 11.1'.
LCll -.£ CM.CITE CDllTED f'MClllt(
116.S'.
17.0'.
10 10 10 10 B-3 B-4 B-5 B-6 B-7 llew.N.1 c.*.** Elew.ZQ.l UMt1c.ttneT-0
~O'SD.!MlntSILTS!W ~O'SILTlflntSJLTSTOllE 0.0' - 2.0' SlLTlflTH SILTS1Jll: 0.0' - 2.0' SILT lfITM SILTS!fll(
!!!!!!l'!!l= ~:
~~-~~:~ :i:;._Y~~~T, :i~~i~sa:*:-C- :;:.:.::ig;.NI~",;,
mr* - UClPT .,,.
1911D. IU*Y WATIEMD F9 6.5' - 11.1'. son KMS 10 a.a*.
10 10 111*-114*SOfTLAYHStl1.fi'-
U.5' 10
~:t..~...
CM.crn****
-=:: ::"'su~*o 10 AT 10.0' ~ - . . - . IUll.11 ~~::.::~:=-*
lD.0'-11.!i'!!lll!J!I.:
~~~,-.z:~~* ~:;
IMllEllN..*SU[fl\.YOI,.,llCJOJlfTS IU.t' -11.5'.
fll1millT11SCATTllOICAL.CITt*lllS
- FWTl.m:S LMI*.I 10.0' muu 01,,111&
- 12 .0'.
SMIU LA'PllS * ..msCM.CITI lJ.0'-U.5'*14.!i'-U.3' STH.,_'f Dl"I* rwtUllS I 8.0' -
. . . . ll.0'-11.0'. I.I'; 13.0'
- lt.O' Mill 15.1' -
II I I 11 1/C. . . . . . . lllllTN..LAYEICI' 11.0'. TUCE OF C~'f AL* All SLIM\.Y WUTMEBD. )M KUlf 17.1'. I 9 -~ll)CKl14.0'.
lllmllll.0'-11.8' 10 10 10 10 *IUllD.J'-20.1'. For Hpl-tlOn of 1ymll011.-
~IM.Cll&STtEPUOJ,.,I"6JCim MJllMSCINE:IRGl-STAUllMliil20.0'-
1z1.1* - n.o*. Zl.O'. TMCE SILT/IDU l'MmDTS IM*lll 1 21.1'. 21.J' 111TH sonn '""' 27, F19ure 2.,-22.
Al.Ill& IOl-ltOIIZlllTM. l'LW I 21 . O' . L.AYD.IZ1.2'.
Ell"ll.220.B 2. For IOcatlon of llorln91,1M 11 19 Fl911re 2.,*20.
s.tT I Z9.S' - J(J.O'.
JO 30 3. Hol" 2 ttrough ~a.-. nurnll.wcl Elev. 214.5 Ele*.212.3 to lndlcalll plltftl fllundallon for the Unit I cooll111 , _ where hole - drilled.
B-8 &-9 B-IO B-11 B-12 C.l ... UI 0
new. 147.4 C.l.
- 111 0
El*"* 241.J
....O Un1tlCDolin1T-
- 191 0
EleY.243.&
0.1' - 1.0' SILT M1111 SILTJ!W 0.0' - 1.0' SILT Vint SlLTSflE 0.0' -1.0'SILTIJTNSiL~ 0.0' - 1.0' SILT wn* SJLTSTm
!!11111!!1 !!l!!ll!!!l: !!!!!!II!!! f!!!ll!l!![l:
- d..~~~rS
- r:s ~i::,.Y~~ .. ~u,.,6.o, u~~*~~ :i.s mm. ":t: CM.cmwn1s.
mE IS *o..-. EUMIMI llJTlt SCATTDO CM.CITtCiMIMS.
lllD*- TO *r, fll:Dnlil IMD,
.S.TIEMD EJICUT AS .,,.CD; Dm*DCALCJTEllUJMS.
CLAY - . - mEP\.Y DI,,U15 JOlm -.;[II FD 6.0' - 7.8'.
I I.I' - I.I'. lllJlllFJIOllS.0' -!Ui'Alll6.8'
- 7.1'. 1(2'* NCIUZOK'l'M.CLAYEY Sill 10 10 ~IM..*mEllLYDl"IKJOIJTS 10 10 SEMI 7.0'. IELOll 12.0', R[D-llUll, lfl:Oil.l'I HMO 10 I 1.1' - 7.5'o lt.O' - 12.5'; 17.7' - W.1'111.8' -12.5'. ..._..lHE*DlflTHSUTIEIED STUF'lT lll.Oll12.0',R£D-llallTOWY, 11.4';11.t'-ZO.O'. 01,,IICCAL.CIU-FILLEllJDlllTS. ..:01111 111\llJ lllTM S£VCUL 5TIEPl f DIPPUli C"-ClTE-FILLEll JOillTS.
I I IS I S IS I S USS11Wlltl* TNICK50FTEli.. llEAA-
.,_llGITAL.LAYHt16.4'. llEMHOIIZOITM.CA.l.CITELJtmw.
1170'-22.0' LPOIOICM.CITEM.*JOIJTI 17.0'-17.1'.
lll)UJIFJ01117.5'-1,.o*. LIMERICK GENERATING STATION IO 10 10 20 10 llD:o Al.Ill& VERTICAL JDUfl I lllXDIAUmsFlM':TlJl[l22.0' UNITS 1AND2 2!1.J'-21.9'. 22.6'.
Ele.,.m.4 UPDATED FINAL SAFETY ANALYSIS REPORT IS IS IS Elev.218.1 30 Elo. Zl0.9 FIGUREU.*
8-13 8-14 8-15 B-16 8-17 Unit 1 CoohngTowe1 0.0'-1.0' S!LTWITHSILTSTONE 0.0'-lO'SlLTWITHSlLTSTONE 0.0'-2.D'SllT\flTHSILTSTONE FAAGMENTS ____
0 .O' - l. O' SILT WJTH SJLTSTOtt!: o.o* -2.0.::>ILTllllTHSJLTSTONE
~GMEPHS: ----- f~~_!!TS. ----- FRAliMENTS ----- FRAQ!.ENTS ----
l.0' - 3lS SlLrSTONf 2. 0' - 23 .O' SILTSTONE: SOFT. l.0' - 32.0' SJLTSTON[, SOFT, Hl'"t1U
- O' - 29. 5 Sll TSTClttE SOFl', HIIJHLY 2.0' - 25.3' SILTSTONE son, HIGHLY WE~THEREOTO~ HIGHLY WEATHOfffilQ""ll.O'. WEATHERED TC~ WEATHEREOT014.5' - WEAHEREOT015:0' 10 BELilW lZ.O', REO-BROWH TO GRAY, l'EOIU~
BELDW14.5',REO-BR{]Nl'ITO!iRAY,
~~~[ T~l~~i~~ ~~~T~~~~~l y ~~~~~~ED ~~~~HARD. SCAlTERED CALCIT[
CALCITE-FILLED JOINTS BELOW 15.0', RED-BROWll, ~EOil.111 HARD SANOY,MICACEOIJSf<ll6.0' ~T~~~: ~lj:~~G C:.AY-COATEO JOINT BELOW 15.0', REll*BRO~TOGR.AY, Sc:ATTEREOCALCJTELAlllIMEANDST[EPtY JlllEDllJPllHARD.SCATTEREOCALC:TE QIPPINGCALCITE-FlLLEOJOtrffS. SOFTEi;., SHALY@22.8 CiRAINS.
l /2" N~AR-ttJRJ ZONTAL ~LAY ~EA~ (l
'4.5' -14.7' i~z~, NEAll-HOR!ZONTAL CLAY SEAH (3 BROKEN ALONG STEEPLY-DIPPING JOINTS P 21 .B' - ~4.3' 25.3' -26.9'SANOSTONf: GR.AY-LESSTHAAl/8"HORIZONTALOECIJfllPOSEO BROHN,WliW,f~
ROCKL!IYERP25.4' STEEPLY JiPP!Nli LALC!H-Flll!:O ,IOINr
@25.0' -26.7' BROUN ALONG STEEPLY DIPPING FRACTURE 26.9' -35.0' SILTSTONE RED-BROWN,
@30.0' 30Y MEDll.JIWIRO,U~O 30 8-18 B-19 B-20 8-21 8-22 llev.24B.4 Unit 1 Cooling Tower 89 ~lev. 247 .3 O Unit 1 CoolmgTower
- 9):r; O Unit I Coo!ongT,nwer Ur>1t1CoolmgTower 0.0' -1.0'StlTWITHSlLTSTONE 0.0'-l.O'SILTllJTHSILTSTOHE 00' -0.5'SILTWITHSILTSTONE 0.0' - 1.0' SILT WITH SILTSTONE 0.0' -1.0'SILTWITHS!LTSTONE FRAGft:PffS ---- fAAGllUITS ---- FRAliMENTS ---- FRAGMENTS __ _ FRAIMNTS*
l.0'-36.0'SILTSTONE: SOFT, 1.0' - ?R ~* SILTST~E* RfD-Rll:lllN 0.5'-34.0'SJLTSTONE 1.0' -13,0' SJLTSTONE: 1-Hra!LY l.0'-32.0' S!LTSTONl HIG-!UWEATHE~.5'. TOGRAY,WEATHEREDT012.5'. WEATHERED TO~- WEATHERED Nt.tlEROUSSOFl'LAYERS. WEATHERED TO~
BELDW12.5',MEOIUNHARD,5CATTERE0 CP.LC!TEGll.AINS BlLDW 14.Q', REU-BR'N. SCATTlRrn CALC!TEAHOCALCIH*rILLEOJOINTS 13.0' - 13 5' SAN!lSTOHE* G~Y. FINE BROK£N,SOFTWTTH1/2"CLAY/DE- GAAINEO,HARD,MICACEOUS Ll. !!RCMN-GRA't, MEDILi'! son TO CCJt>!JSEOR0Cl(LAYER!illJ.8' -13.9'. ~~~us SOFT LAYERS@ 14.0' HARD,IRON-STAINED@l4.0'*l7.0' BROKEN,WITHCLAYP17.B'-1B.7'.
I' lJ.5' -35.0'SILTSTOHE:
BROWN,flltEDll.M~EOUS.
~~~~~r WCATHERED/DW)WOSEO GRAY-
@l 14.8'-
BELOW17.0',lifUllT*BRCMN,Jl!EDILl'I HARD,UK:ATHEREO. SCATT(RED CALCIHGRAINSA11J STEEPLY DIPPlllG CALCITE-FILLED JOINTS.
BELOlllZO.O',REO-BltOWK,l'IEDILMHARD, 20 20 mg~T~O~ iN~~~T~~~~~l Y~~~~i~~ED SCATTERED CAL.CHE QIAJltS MD CN..CJTE- BROKEN ALONG STEE~l Y OJPPING JOJNTS CALCITE-FILLED JOINTS FILLEO STEEPLY OIPPINGJOUTS. BROl(EN ALOl'IG STEEPU DIPPIHf.SLIGHTLY tt23.5' -24.4';25.0'-26.0'.
IRO~<,TAINEO FRACTURES@ 2?.9' -23.b'. 8R01(Ell ALOJlllG STEEPLY DIPPllfG BRm:ur ALONG SUE Ply DIPPING ,J[l[HT'i FRACTURE@l2J.4' 24.4'.
P22.0'-22.9'.
30 BROKEJI ALONi STEE~LY DIPPING, IRON -
SOFTER. ~llEWEATHEREO!i 32.D' STAINEDFRACTUREl.130.B'-32.0'.
BROKEN Al()fjG JOINT ~ 33.5' - 34.0' 8-23 8-24 8-25 Elev.250.1 Elev.250.l Elev.251.6
- 95f ~ 921. ~ gn; O Unit! Cooling Tower O Unit 1 C~~~ Tower 0 Unit 1 Cooling Tower 0.0' -2.0'SILTlil!THSJlTSTONE 0.0' -24.S'SJLTSTONE: RED-BROWN 0.0'-J.O'SILTWITHSlLT5TOrlE BOULDERS. TOGRAY,H!Qt~ECTOl4.5' FRAGl~ENTS AIW BOULot:RS:
2.0 '-370'51LTSTONE
HIGHLY 3.{]' *:?.5.0'SILTSTONE: RED*BRDWN WEATHERED, SHAif1'020.0'. ~g ~~!* MICACEOUS, HIGHLY WEATHEREG SAJCJYi!l2.0'-lJ.J' I For explanation of symbols, see sheet l/2"NEAR-H{]RIZONTALCLAYSE~ 27, Figure 2..5-22
~ 12. 5" lJ.5' ' 14. 1 14 _(J'
- HON \TAillEO, l!HOKF~ @ IL4 For locot1on of borings, see Figure 2.5-20 5
~~~r~:a ~L~?~~~s "'i"~H~~~~PL.,.
NI.KROUS CALCITE LN1INAE.
DIPPING CALCITE FILLffiJOINTS.
I' RON-STAINED!llS.5'-17.2.
NlM:ROUSCALCITELAMINA[.
- R~~~-~o~u:~EPLY-DIPPING JO!'IT 20 BELOW 20.0' KDil..14 HARO, SLIGHLY 20 20 WEATHERED, SCATTERED CALCITE. A~
STEEPLYD!PPINGCALCITEFILLEOJOINTS BROKEN (ii 21.0' - 21,2' lo'ITH 1/4' HCIUZONTAL CLAY LAYFR ii 21.I'
'/?"SHALt/CLAYLAYERALONb6° PLANE (ii ll. 3' LIMERICK GENERATING STATION BROKENALOP<<;STEEPLY-OIPPINGJOH!T ll 30. 4' - 30. ~'. 30 UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 3' 3' GRAPHIC LOGS SHEET 31 OF 37 FIGURE 2.5-22
T-2-1 T-2-2 T-2-3 T-2-4 T-2-5 Jl!f (see noie 3i ue~. 258 [leY.260
~ 100~0 =lOOt =97.21 2
0 Urnt'2Coo~1-~ Tower 0
O Uni1 l ~~~Tower O Unit C.'.:_~.:'_To-r 0.0' - 16.!>' SILTSTOIE: RED-BR:Otlll, 0.0'*JU.O'illl5I!lfil.... RED,HAAD 0.0' - 30.0' SlLTSTOHE ~RO, o.o*-zs.o*~:REOTO
-3.0'QV[RBUROEM RED, HIGHLYWEATH£R~'.lJffljEATHERECl GRAY SANDSTONE UI PART. PROM!H£NT WWY IN PARTAllJGRAIJCS TO SAMJ- GRAY,YERYHARO,SILTSTOHCHI BHOWCXC[PTFORSEVElru.LOCALCLAY 3.0'-30.0'SAHDSTONE. GRAY, 2.0'-30.0' SILTSTONE RED,11ARO, NEAR l<<JRIZONTAL B£DD!JjG FUCTURES STONE TO OEPTH OF 12 FEET. 8ELOW12FEET, PART. 'iCATTEREDJOIMTlfllGPRIMAAILY SENtSlFT03/4"11IDEl\JIOSCATTERED HARD, [i!L'-DillG--m-irnr,-SIITSHINE SAHDSTOfrlEINPART,CORELtl<<iTflS WIT11DCCASIONALN£ARV£RTJCALJO!NTS. ROCKIS 0 RJ'4ARJLYSILTSTONE. CORELENGTHS PARALLELTOBEOOING. CORELENGTHS JOINTJlli.
INPART,COR[LENGTflSAYERAGE A~EAAGC 2 INCHES T() ~EPTff 1-,*. 8EL(l,j" CORE LENGTHS AVERAGE 10 INCHES ~VERAGE 3 INCHES TO 12'. BEllll DEPTH OF :r~~~~p~~~o IfllCHES, INCREASING 41NCHES,BELOW1J'AVERAGE 10' AVElilAGr rs 12-16 INCKES. 12'AVEAAGEISOVERlOINCKES. MCJST 10-151JtCHCORE.ENGTHS i~~~I~~~AKS ALONG NEARLY HORIZO~AL 10 10 I ~ 100 16.5' - 19.5' SMDSTOU. GRM-BROWPI, FINEGRAJl'IELl,11AR_D_ _
19.5' - 21.5' SILTSTOn: RED*BRO'ti'I, 20 20 "fDllJllHA.RO,LI~
20 El e~. 2~5. 5
, 0 14-A 7 10 14 tle~. 2~.7 18 4 = _ 'J.Eln. 256.3' Elev. 256.9
-'Mt.
Elew.256.8'
=92.7S:
92 3 - 9U =IM'lElev.256.7 Un1t2CoolingTower Umt2Cool1"9Tower 2 0 O' - 0 ~* SILT 0.0'-73.0'SILTSTC>>tf* REO-BIHlWN, O Unit ~*_:iTovwer 0.0' - 8.5' SILTSTONE: RED-BRCNPI. SILTAfllDOECl:WOSEO ROCK.
O.D' -2J.O'SILTSTOME: REO-BRC*N, MEDIUM ~RD, UNWEAfHERED.
l'ED!l"-~RO~D,CALCITE 0.5' - 2.8' TII:TSTOIC: R:ED-!UICW, 0.5' -31.0' SILTSTOHE RED-BROWN, l'IEOill! HAim, iiDEfilITy WEATHE:IUD GJlAJJjSSCATTEREDTHRf.NJGHOUT.CORE ~~~!~7 ~~~~HE~~~A~H~~~~-~~CEPT FOR
~~E~P~~.OIPP!Nli JOINTS@ 1/2'-Z' ANJ HAAD.STEEPLY~FRAC"TURES J/4 ~Rs'f~Iior~~ CLAY/DECOMPOSED ~m~~y~~r~P~~- c~LE~TE-COATED CAI CITE LAMINAE" AND JIJHHH<<l Iii 0.5'*
!i!OS'-2.4'.
~o~~:s @I l. O' -Z. 5' AND 3. 4 *- BROll:.ENFROJ'18' -8.5'.
STEEPLY-DIPPINGJO!l'ffStl8.9'-9.8'. 3.2'. 2.8' *9.S' SAlllOSTOIE:GR.AY-BROWN, l/4"CL.AYJO£C(MIQSEDROCKSEAMALONG S>'ACJ.~G OF 1/8" TO 1)4" FIN[ GRAll'IEO, HARC, STEEPL ~ OIPPil'IG S' JOHil @I 9.8. FRACTUR[Sfl3.2'-4.8'.
LESSTHAH1/4"SHALELAYEREl11'.
- 8. 5'
- ll. O' SANOS TONE: GRAl-BRC:WN.
"INE GRAINED, ~ARO JOINTDIPPll'tG75°1i1THl/16" ll.0'-28.S'SllTSTONE:RED-BRCN".
COATUGtl 10.3' - 11.l'. MEOl'-'IW\RD,UNWEATHER£0. !ROH STAI~EO CLAY-COATEDl'"llACTURE lil5.5°*8.0'.
~~E~~l V-OIPf>JNG JOINT @ 14. 7' STEEPLVDJPPINGJOINTS fa~~[ WITH THJ/lj CLAY COil'HNG
!!113.0' .]4.3' 14-B 9.5'-27.0' SILTSTONE:RED*8ROWN, 97
_ ~lev 256.] t'ARD,UNWEAT~TTEREDCALC:ITE
............~ ,,_..
GRAINS MD STEEPLY DIPPING CALCITE fILL£0J(]JNTS
- ~-
20
- __-=- 11£0!~ HARO:~O CALCITE STEEPLYOIPP!fllGFRACTURESfl22.8'-
98 *~~=.-.* ::~N!~R~~~:~NJ~~N~S 0~0~~~;5'. 23l'AND2S.0'*26.0'.
"ICAEOUStlZ8.0' -30.0'. Elev.233.9 AHD 7.7' -10.0' VERYHICAEl)JStlJO.O'-Jl.O'. ~ === SHALEY, BROl.E.NlllTHLESSTHANl/16" CLAY ALONG 6~ PLANE ii 7. 7'.
96 -~=
8.0'-10.0' SANDSTONE BRC'IN*GRAY, FINE.iRAI~EU~
10 22 26 28 29 32 Ele~. 756. 9 Elev.256.9 9 /~:v.
=81.7S:
~ 9~~~~- l56.0' = 256.4 = 1' .~i ev. 256. 78 -911 9
Un1t2Cool1ngTo-r O Lrnt2C".l:io~"9Tower O Urnt2CoolmgTower 0.0'-?7.0' SILTSTON£*RED-8RCWN, Ele~Q.78 0.0' -23.5' SILTSTONE: REO-BR(jjN, 0.0' - 22.5' SILTSTotlE: RE0-8ROO,
- 0. 5' OVERBURDEN* 0 O' - 0 ~* SILT Afr(} ROU FAAGMFNTS
- l-t)RIZOlfTALC~T040'.
11£0[114HAllDS~LC!TE GRArNSAlllCALCJTEFILLEOJOHtTS. ~~~L~~~* F~~~E~~~E~~C ~~~p ~:!NS 0.5'-22.0' SJLTSTONE:REO-BRC:WN, JIEOllJllHARO,CONTATiiSl'JiLC:ITE
- 0. S' - 25. O' SIL TSTOHE: REO-BRCllN,
=98.3t 8ECCMESMEOI~MARDBELOW.
SCATTEREOCALCITEGAAINSA"O LAMINAE AND CALCITE~FILL£D JOINTS. ~~~~~~( ~i~LE~~6i~~~~ CAI cm AND CALCITE FILLED JOINTS u1111lCoollngTower PIEAR-'l'ERTJCALFRACTUREi13.5'-4.0" 0.0'-15.0' SJLTSTONE:RED-BRCMPI, For explanation of symbols, see BIWKEfllFRDM 0.0' - O.J' AND 1.0' STEEPLY-OI>'PING JOHf!'S ti 1.4' NrDl~HARO:~DCALCITEAND 1.2'. J.3'AN01fi.O'*l6.3'.
BRO~E.H Iii 2. 9' -3. O'; 5. 4' -5 6 '. 6. 5' -
NEAR-VDITICALCALCITEFILLEOJOINTS. sheeT 27, Figure 2.5-22 6.6',7.6'-8.0'.
NEAR-YERTICALJOJNTSlllO.O' ~~~~ CLAY COATING ON JOINT lil 1.4' ~~r: NEAR t-ORIZONTAL CLAY SEA!'! Iii AN0175'-19.3'.
10 BRO([t,JNT01/8"-J/4"P!ECESfil 10 2. For location of borings, see 8ROKENWITHSOFTROCK@l2.6'-12.8'
~:~~~N INTO l/4' PIECES ii 18. l' ~:~: ~ 1.4' ; l. 8' -2 2' ANO 7. 4' Figure 2.5-20 l-1/2" SHALYLAYERl!ll8.3' ~HA_ Y , SIJFTER @ 7 4' *8. O' ~!CACEOUS @I 14. 0'-17 .O' I 5 15 STEEPLYDJPPINGFRACTIJRESWITH I 5 l/4"-1/Z"CLAYtl4.3'-5.0'
- 3. Holes I through 38 ore numbered
~~~~~/~~TURES Iii 2.9'-U' A"'O to indicote plirth fourdotion for BECCJIES GRAY, ~ICACEOUS @ 21.0 l"SHALELAYERtl200' the Unit 2 coolino tower where SAllOYP20.3'-21.0' hole was drilled.
El e~. 241. g 25 25 34 35 ZS~-
~
Elev.
901 2
- 16. ~'/; 35A 358 38 0 Uriit:2C~ngTowar 0.0-0.5' OVERBURDEfll O Unit2CooltngTowec
- 83.lt 0.5'-6.0' S!LTSTOllE: R£0-BRCMll.
f'il...M£ROUSM~ALCLAYSEAHS urn12_c~~~ Towe*
0 l"-1-1/Z"WIDEFROHO.O' - 3.0'; - 2.0' ~'=-I_Jtl.':_11__Ri!!...£!Ar:MEPIT~
ltJ[)[AATELY!IEATHEREDBEUM. l.0'-6.S'SILTSTOllE: RE0-8R/JtiN, l.O'~i:!!__R~KFRAGl1{NTS 0 0'
- 5 O' SILTSTO"'E : REO-BRC:WN, Hlfl1LYWFATH~~H!OU<;CLAY J'l:OJl.11HARO.~SCLAYAN(I SEAASALONG10°-l2°BEDDING l.O' 4.0'SJLTSTOfllE: RED-8ROWPI ~I~~-~ ~[~~H~~~~~TO_!I!,: llED-BRO~N. OECC....POSED ROCK SEA'4S UP ...0 1" mm:::
CONl AI NS NUl"ltlmUSillY SF ~S UP Tfl 6.5'-9.0'SANOSTONE: GRAY-BROWH 3-l/2"WIDE !>.0'-8.0'~:(ill.J!YTD HARO.l/2"~ZO'fTJ\LSEllMS 3 C
- 5. ~' SAHOSTOHE REO-BRO~. Fll'IE TO ~OllJllliRA!NlD HARl, 1116.8'AN08.7' 4.0' -7.0'SAllDSTONE: GRAY-BROln'j. "lfCIUM-HAR0.172"CIAY FlNEGRAfNED~ 4 C' LE.ACHED '~°"' 5. 3 GRAOESTO<;JITY@7.0' 9.0' -33.0' SILTSTONE: RflHlROWll.
TOGRAY,14COI~COfllTAillS 7.0' 25.5' SILTSTONE: RED-BROw.t, 58' -27.0'SJLTSIONE lffO.QR(Mj, 8.0'-15.0' SILTST()N[: REO-BR<Ylilf,
~-\~~~.ltJOERATEU SOFT SHALE LAYf:.R MEDILIMHARO. ITiiWrnHrnDHCEPT LOCALU BROl<(N ALONG SHEPL~ DIPPIPtG HARO,~ITHSC~ALCJTECOATEO SCATlEREDf.ALCITFGRAINS JOINTS. RROl<EN FR~ 5.8' - 6.2' 10 GRAY,MICACEOOSill6.9' -18.9' WITH SM StiALE LAYERS.
WHERE NOTED.
l-1/l"SHALELAYERtl6.5'. l/4"CLAYSEA.lli18.7'.
JO!HTSBROKEN'.:'8.4'-94'
=~~.~?RIZ::JITAL SILT-COATED JOINT LIMERICK GENERATING STATION 10.6'-28.S' SILTSTOIU:REO-BR<lijfll, Jll"[)ILJllHAlilD,~<;EYERALSTHPLY 2"CLAYSEAAALOfli8°PLANflilZ4.3' 2"SOFTSHALELAYER@7.4'. UNITS 1AND2 OIF'PINGCALCITEF!LLEDJOINTS. 5Afll0Ytll0.0'-IO.f' l /8~ - 1!4" SHALE LAYERS ti 8.l
NEAR HOHZlllfTAL. JOIMT WITii TRACE OfCLAYfll7.5'. UPDATED FINAL SAFETY ANALYSIS REPORT 9.l';l8.5'-19.J'and20.0'
~~~~~ r Ol"Pilll Jorm 11 1. s ST£EPLYD!PPJNf,JQJNTSh'ITHSQ!'I[
20
~~~;.~DATING ti 22 8 - 23 2 ~rid 2~ O'
~~~~N INTO 1/2" - !" PIECES !I 21.5' MJCACEOUS, SAllOY AT 12.5 SHALE LUER II 228' 25 30 !J2"NEARV[RTICALLAYEROFSOFT GRAPHIC LOGS D£COPtPOSEOROCK(a31.9' SHEET 32 OF 37 FIGURE 2.5*22
A-I A-2 A-3 A-4 A-5 A-6 Elev.265.8 E:ev.l53. 7 A..igerf1ole
'"'""'I~~"""'.
0 ih ~ 1\1 o.o* -.:.S'Elbl -J.O'~
0.0'-2.0't.!!:..!:_
'°"1\~ ,;
2.5 -llO'SJlT YELLOWBROWN, 3 5' - 9.6' SILTY SA'°'D HLLOW- 3 5' - l? D ~LAYEY SAAD____ilfl 3.0'-160'SILT. RE03ROWN, 2.0'-11.0'~
BROWN,<;AMJV CLAYEY,BECC>>1ITlt!RECLAYEYWlTH BROWN TO RELl~~Y CLAYEY B~oi.u' F'.NE' SIL TY. BECOMJN(i CLAYEY SCATmE05HALEfRJl.r.-
DEPTH SCATTERED SA~DSTONf f RAG- RED TO PEC BROWN AT 7.0 *EH '1El'ITS fROl'I 7.Q - 13.0 FEET 5 MENTS, T05. 5 fEET. lll:REASING CLAY CONTENT lil!TH OfPTH 9.D - 14.0' CLAYU SILT 01L' ll(IHT BR~N lillTH NlMEROUS SHALE 10 FRAGli4ENTSLESSTKA.Nl181NCH SOFT, EleL 250.2 11.0' -12.0'SHALE: YELLOW-GP.AV, DIAMETER BECOl'ESYELLOliil*
HJGti_Y WEATHEJi.rn-- :~o~~-~L~~~i* F!Nt SU~-SAMO A-7 A-8 A-9 A-10 A-If A-12 Elev [lev. 2S2.4 Elev.251.8 AuqerHule Auger ~ole Auger:lcll!
S ra Spray Pond 0 Sni. P~~ 0 0.0'-J.O'fILL 0.0'-4.6'5llTYCLAY.
BROlilN --
YELLOW
~j~;y~ ~~~.C~~:MJ~~OWN, Ulb. 00'-4.0~
- - ':"' -- 3.0' - Hl.0' BRO~
llb.!...l!!l*
TO YELLOW 8RCMN, CLAYEY.
LIGHT ORGAN[CMl\TERIO.LANDMICA ~llil* 4.5' - 7.5' CLAY BRO'llN, sr1.n 4,0 -11.0'SAN!.i 4.6'-12.0'SILTYSANO* RED- V[l!YSOFT,Wrr:- VERY SILTY, CLJ.l'rY. FINETOMED-1
- ~~~f REDDJSH BRCMN TO RED A; BROlilN,VERYrTii[.TR.(f[SO' H£0llMTOCOARSESANO
~~~R ~~~ir~~E6 ~~E~r~ )~F ~~~~~~N l~GRAJJitEO. BECOfUREOD!SHBROWN WJTHSHALEfRAGHEN-SAT7.0FE£T 75'-25.D' SILT 3ROWN, V'ERYSOFT,WET 10 13.0' -22.4'ill.I...l!!J.: RED-12.5' - 22.5' ClAYErSJLT. RED-BROWNTO RED,~SSCLAYEY T1,111 110' -145' SHALE WEATHERED -
REO,i-ilr,,,LY BROWtl WITH THIN LAYER<; DF 1-nr.HLY AT17.0FEET. SCATTEREOSHAlE WEATHfREDSHALE
~~~i~~S, 6 ~~~ i~~~ ~E~~ INCHES REFUSALAT14.5FfET.
I~ 15 RHUSAL AT 1B.O FEET. 16.C' -20.0 TRACESORMEDJUM-
~~l~l~ANO GRADES INTO SOFT, 20 20 20 REFUSALAT22.4FEET A-13 A-14 A-15 A-16 A-17 A-18 Ele11.255.6 Elev.257.B Elev.
Auger Hole A119ert1ole AuQerHole Spray Pond O Sprd 0
-11.0'£!11,_ o.u'-35'~
D.D'-20'QJ:..1:.
0.0' -2.0':.lbl J.5' -39.C' SILT BROlo'N,ClAYEY, J.5' - 25.6' SILT. LIGHTBR~N Z.O' - 12.0' SlLHCLAY )ARK
~~~r~: ~~i~~TEW~'.
- ~E~ 0 FEET m
- -BROWN BELO\J 5.0 TO iffDDIS~ BP.Olm," l'ERY CLA.HY BECOMES LESS CLA~EY AT ~ .S FEET BROWN,SANOY.---rfNITOHEOtUH GRAJNED.
10 11.0' -14.0'SILT.
WIT~ SHALE FRA"GNEKTS.
RED-BROWN
~~O~~. sr~r~: ~ri-%f:Nt:6~~~0W-SANO. BECOMES WIDV CLAY AT
\2. 5' - 35. ~' _Uhl, 16.0FEET.
14.C'. 18.0' S!::IALE' RfD,HHiHLY BROWNISH-RED, CLAYEY I 5 WEATHERED. 15 15 LESS CLAYEY BELOW 17.5 20 20 20 20 R£FUSALAT21.5FEET.
REFUSALAT25.6fEET A-19 Elev.261.5 30 Auger Hole 0 ' p
- ~
1 o.o* - z.o* f111.
2.0'-"5.6'~._Q!J_ YELLOW, 35 BROWN For explanar1on of symbols, see sheet 27, Figure 2.5-22.
- 2. ~~~-~~.at1on of borings.see Figure A-21 A-22 A-23 A-24 15.6' -21.0'llill......C.L.
OARKBR()lijNWITH SCATIEREDGAAVEL BECOfl£SBLAC.:AT19.6FEET
-2J FILL 0.0' -2.J'llil -3.C'f.!ll:_
0.0'-2.0'f..!lb.
20 2.0' - 12.S' illlJ..!!J: YELLOW- ~E~~o~ ~~ 6 ~~ ~Am ~l_h_T_ U1Ll
~o ~REE~is~*B~~arTE~~~L~~EEN-0
~R~N. i~i~~T~~ttL4~H '. BROWN, BECO~ES LIGHT BROWl'I WITH TRACESOFCLAYAT110FEET.
£1e'l.240.6 GRAY SHALE FRAG.~ErfTS LESS T'"°AN 1/8 INCH IN OIA'1ETER A-20 12.0' -13.0' SHALE LIMERICK GENERATING STATION UNITS 1AND2 12.5' -15.S'SHALE GR[Ei,*YELLOW, Elev.262.0 REFUSALAT13.0FEET !'tOOEIUTEi..Y HARO:-- -14.:l' SHALE
'-ilerHole REfUSALAT14.0FEET 0 Spray!°:~
~"'~'~,
~~6~~.-16.5' ~: UPDATED FINAL SAFETY ANALYSIS REPORT REFUSALAT16.5FEET.
GRAPHIC LOGS SHEET 33 OF 37 FIGURE 2.5-22
A-25 A-26 A-27 A-28 A-29 A-30
'"'" ~'[ll*'::,
Elev.27i.? Ele~. 274 .B 0.0'-2.0' FILL 0.0' -2.5'C!LL Au9er ~o le o~"'.'.;""._
.. *}:- i 0.D'-2.5'~
,,,., ~,,~~,,.,:z,; ::: .
. =*frul
- -:3:-.:~
00'-J.5'f.!!:l 2.0. - lZ .Ii' CLAYEY SILT YELLCM-BRCWN
(~L)
- .~~~ 10.0'~
0
~R6wt1 -w~!H ~cii~~R~~L A~o 1~~L~~w-Sf'V,LL GRAVEL .\.trn coARSE SANO
- I ,,, ~R~N~ ~~A~~y~~Esy6~~~~~£ SAND. BECJlilESDMRll:flROlfflllJBLACK
- 1 1.~:111:.
- %111::;,
5
- /JI*_~-:;;
~Q5~EDr~*;~~ru.~. DARK OI5TltlCTC[l_i}RCJ1ANCiEAT170 FEETTDBLACK.llfTHFRAGlilEflTSOF AT 9.0 FEET WITH ~~~V SH.o\LE FRAG-MrnTS TO 1/4 tNr:H [p; O~AME""ER ORILL:NGDlfFICULTAT10.5FEET.
WEATHEREDSHAlE. DRILL!NGll()RE DIFFJCULTAT12.0FEET I l 0.0' - 17. 0' SHALE: YELLOM-~REEN, HIGt11.YWEATHlR~R)HARDFR~ 10 10 11.0'-lJ.O'llil....Q!U: DARK 10
'2.0-13.0FEET. BROWN,SANDVWlTHSHAL.EFRAliMENTS GREEN, HIGHLY Elev. 249 .7 REFUSALAT13.0FEET.
Elev.252.1 17.0' - 19.o' 2.l.b.!_L~U SA~OV.
REFUSALAT19.0FEET A-31 A-32 A-33 A-34 A-35 A-36 Elev.261.8
'"'"~'~'::::.:::**.'
Elev.262.g Elev.265_5 Auger Au9erHole Auger Hole Auger Hole Spra) Pond 0 0 Spray.:~::~ 0 S ra P°'"!
-:::..'* "'?-*
.:$**~* 0.0' -4.0'£1!!_ -15' FILL
- 3. 5' ~l.hl:_ 0.0'-3.0'f.!l!:. 0.0'-3.0'f.lhk_ :--:- jp*.~I 0.0'-2.S'E!l!_
Iii'.~.. -
- /~ -6.
- J'Clll.Y(CLI :::,.,.;:.,,!;
4.0' -12.5' SHALE GREEN-YELLOW,
- ~H~LA~~h~r~[~~:~ET ~ECCl1ES 3.5'-Z6.fJ'~MEDIUM J.0'-21.0'SILT(l'I...): LIGHT HI(iHLVllEATHE~ TODARKBROliilt,BECOf'1ESLJGHT J.O'-lJ.O'll_!,__T~* YELLOW TO YELCNl!ROWN WITH 8RO!INI~H ~ELLOli AT 12.0 FEET BROWN, CLAYEY. FRAliME~SOFHIGHLYWEATHERED 6.0'-19.5'~ SHALE.
BROWl'l,TRACESQFCLll.Y 10 10 10 lJ.O' - 14.5' C_bfil__jg.l:
Ele'o'. 243 2 BROWN,S!LTY.
REFUSALAT14.5FEET. 10 REFUSAL AT 18.SFHT.
21.0'-23.S'SAALE: GREEllISH
~m~ BEC(JtES""IDV TO BLACk AT 23.0 REFUSALATZJ.5FEET.
REFUSALATZ6.0FEET A-37 A-38 A-39 A-40 A-41 A-42
'""~lli':::::.;*
Elev.263.4 Elev.261.7 Au9erHole Auger Hole S ra Pond Spray Poncj 0 0 0.0'-3.5' FILL .!.~!~ -2.5'f.!11_ 0.0' -2.0':..!!.!:_ -2.0'Ffil ,.~2: - 2.0* Ffil -13.0'f!lb.
11 1 *":;?;
2.0'-I0.5'filT_jt!_L_l: YELLOiol- 210' S:LT UARKBROlofN, -29.0'.fil.U: REDDISH,CLA'fET.
~R~9.s'~
~R~N~ ~~Ig~T~~L~LR'£4. ~~~~E~~CCJolHtG om: BROWN AT BEC~ED-8ROWNAT
. I
-12.5' ::.IL_l_i~: SLACK
~f G~~Y -w~:T~ERi~LE: 'fELLOlt-GRHN, 13.0' -21.0' SlLT RED BROWN, CLAYE'f. -
15 15 Ele'o' 253,J 20
-28.S'~:MEATHEREO.
A-43 AEfllSALAT2B.5FE{T 29 .O' - 3~. 0' SHALE. EleY.2JJ.2 WEATHEREO,CLArrr- For e*planation of symbols. see sheet 27, Figure 2 5-22
-ZO.O'lli.!_
For location of borings, see Fi9ure 2.5-20.
LIMERICK GENERATING STATION UNITS 1AND2 20 .Q' - 22. 5' SHALl UPDATED FINAL SAFETY ANALYSIS REPORT llHUSALAT22.5FEET GRAPHIC LOGS SHEET 34 OF 37 FIGURE 2.5-22
SP-! SP-2 SP-3 SP-4A SP-5 Elev.263.0 Spray Pond it ~\i# 3.0 ~
- 4.0'fill 3.0' - 13.0' CLAYn SILT, REU-BROWN.TRA~ 6,5' ilU_,YHLCll-BLACKSTAINHIG(P4..) TRACEOFFINESANO
- R~N, ~J~f gt.Ng"~tT(~~LLOW-4.0' -10.0' SANOYSILT,REO-BRIMN,TRA.CEO~)
5.5'
- 9.0' CLAYEY S:LT, YELLO\o-8ROWH, TllACE~"llSANO B.5' -19.5' fill,ORANGE- (ML)
BROWN, SANOY (11..)
I0 10.U' -2!.0' SILT,RrCi-BRCMN, it.O' 16.0' SAHOYSILT,R:ED-BR!lilN,TRACEC~E li::'.O' -15.0'SILT,OAANGE- PLAST!C,TRACEor-sANJANO GRAVEL{"l.) lill.AYEL(lt.).
BROWN MIO YELLNHiROWN, ~ITH 13.0' - lS.5' SILTY SAND, GRAVEL (Jill.) PURPLE-0.t<OWN,TAACEOFCLAY
- s"1) 15 O' - 16.S' SANDY SLT, (165-19.S'flklrefinesand YELLOW-BROWN,SLi!iHTLYPLASi!C 15.5' -18.0' SANDYSJLT,
,.,.ith roc.k-lHe l~yer.} (lllL)J6.5-205~Y_Q.~ RED-BROWN,TRACfOFCLAY.(ML} 16.0 -16.4' S!LTYGAAYEL,RE0-GRAY 8Rllill'l.SANOY,TR:JIT1:~1.
IE.O' -23.0' SILT,PLRPLE-19.5'-23.S'SILTYSANO, B~O"'N, FINE SAND;'G'AAYEL ANO YELLCMBROWN,~P.AVEL 20.5' -l6.D' SJLT,YELLOW- WEATHEll.EOSILTSTONE("L)
& CLAY. BLAC~ V£RTICAL STREAKS Bll.OWN,TRACErJNES.llNO(J'1L). 21.0' -21.]' IJ.AtEr....ilL.,
{SM).
11.£0-B~,TRACEOFSANO (It..}.
23 5' - 26.0' SILT, YELUll'-
BR(l,jN & PURPLE-JiEDWITH GRAV NODULES* HACESAND (11..)
26.0' -Jo.a* SILT,R£D-BROWN.
25.0' - 31.S' SILT, REIJ-BROWN THINLAYEROFYITIOllSJLT.
TOYELLClil-BROl~RADESFROM WEATl1ERED SlLTSTONE, HCRUUNTAI FINESAPWl'SILTTODARKBROWN BEDDING DRESERVD ("1LI CLAYEY SILT (11..).
30 30 SP-5A SP-6 SP-6A SP-7 SP-8 SP-9
.i:~:~,::73 Elev. l~.B Spray Pond
~< 0.0'-2.5'fl.!:.1_ 0
- 3.0'@.
0 i~:;::~;,' 0.0'-1.5' f.!!:.!:. 0.0' *2.5' .U1!:.
/,*,-.:'-115
-- ~ # l.5'-6.9' SANOYSILT,TAN, SOMEGllAVEL-Sf!Elf~
2.5' -5.5' CLAYEYS!LT,YELLOll- SS~ 1 2. S' - 5. 3' CLAYEY S:L T. ~ELLOW 3.0' -5.5' SANOYSILT,RED-BRCWN SS-I FRACMNTS(J'1L). BR!lilN, TRACE~
3.5'-7.0' SANOYSJLT,YELLOW- 8RCMN,TRACE~0GRAVEL01LJ. PLASTJc.*11.Ac~ANDGRAVEL SROWN, ~TILED.1'03TIT, TRACE 5 -
(Hl) 5
!;RAVEL{"-). S.5'-9.0' SLIGHTLYPLAS~GRAm SANDYSILT,BR(}.IN, 55*2 :R~: ~J~E ~N~A~~~ED VELLOll-7,0' *10.0' CLAYEYSILT,YELLOW- (ML) ~A~o;. 6T~AC~l~~y c~Yf~) ~ED-BRCllN, lill.AVEL (Ji!L).
8RCMN,J<<>TILED~SAND ANOGRAVEL(Jll.).
10.0'-15.0' SAlilOYSILT,RED-BROWN,TRACEOF~).
SP-9A SP-10 SP-I I SP-llA SP-12 SP-12A flflv.272.J Elev.269.0 £1!!Y.266.7 o~~;;;:~r.
Spray Pond o~"'"~
ll"~ p'.'~
0.D' - 2.5' fill -2.5' Fill
~. ~ 0.0'-2.5' lli-1. 0.0' -2.5' £1..!::..!:. 0.0' -2.5' .U1!:.
~\ ~. ~'
2.5' -5.5' 2.5'-6.4' SAl'IOYSILT YEJL().1- 2. 5' - 5.5' SILTY CLAY, YELLOlol- 0 BROWN,PLASTI~ 2.5' - 6.0' ~LAVEY SIU, YELLOW- 1rf//,
BllOION, P{)TILEO, TRACE OF SANO, SS-1 ;* ,. f 2.5'
- 7.0' CLAYEY SILT, VELLOW-GRAVEL(rt..). mMN, TRACEWSANCl'ML). 2.5' -5.0' CLAYEYSJLT,RED- BR(}.IN, TRACE~c~
SS-l GllAVEL(CL). '
P-1 BROWN, TRACE OfGRAVITTHL). FRAGMCNTS(ML).
5 5
5.5' -7.5' SILT,l'ELLOW-BllllliN, 5.C-8.5' SILTSTONE.GREEN- 5 I. '
PLASTIC, S01i1E-mvn (rt..) 3RClWN,PARTIALLYWEATH£REO(P4..).
LL_J l'()RECOYERY5S-l.5' 5.5'-11.0' 5.ANOYSILT,YELLOW-BllOWN,PLASTICT"l5'0CITT'SOFNON 8.5' 9.0' SILTYSAH0,YELLOW- PLASTIC SILT AN~ CLAYEY Sill. 7.0' -7.8' SILTAN!lGRAYEL; 8Rll.IN, SOME GlliELT'SMT. TRACEOFGRAVEL("'9.). PARTJALLYWEA~(""1..-~)
11.0' - 12.0' SILTsmNE, DARK Bii.Qi.iN TOBLACK,WEATH[REO("L)
SP-13 SP-14 SP-14A SP-15 SP-15A Elev. Z64.9 om"~*~: 0.0'-Z.5' £!.!:.b. 0.0' -2.5' I.!.il FILL -3.5'.Ll..!:..b.
P-1
- .'* ~~N~ ~j~h~~rM~~ G~~L~~T 2.5' - 5.5' CL.Arn SILT, Jl(ITTLEO BRCMN,TRACEOFFJNESAND(P4..l
~f~~~ 6.0' llil* '<<'.lTrLED 0.0' - 3,5' fill lONES,SillSTONEPIECfS(flt.).
3.5'-10.0'~.HOTTLED 5 NDRECOYERYJ.5'-6.5' Gll.AY-BROllN,PLASTJC,TPACEOF For explanation of symbols.see sheet 27 6.0'-8.0' S[LTYGRAVEL.YELLO'ol- GRAVEL(Hl).
D-1 811.QllN(GH) 6,5'-22.S' SANOYSILT, Figure 2.5-22 TAN. 11!1H FlNEGRiWITTJllL) 7.0' -10.0' YELLOll-8ROllN,li!TH SHALE, DARK GRAY-GREEN POCKETS Of CLAYEY SILT.
For location of borings, see Figure 2.5- 20.
10.0'-13.0' SILTYSAND,BROWN,FINE, TRA.CEOFGRAVEL~FSAl'IOY CLAY(SM).
lJ.0'-19.0' SILT,YELLOll-BRCWN, PLASTIC,TRACEM"l'INESAl'IO, SlLTSTDNEfllAGMEl'ITS(ML) 20 lOLO' - 21.0' SILTY GAAYEL, YELLOW-BROWN, WITH SA~
- r11*:* ill!:. 0.0'-3.5' .u.u_
J.5'-75' SANO,SJLT, 3,5' - 8.0' CLAYEY SlLT, RE~ RED-BROWN ( ' " I L ; - -
BROWN, TRACE~.
8.0' - 11.5' SANDY SILT, JlfJTILEO 7.5'-10.5' S!LT,VELLOW-BROWN, Al'tDCLAYEY_SI_L.r;--lfEO-BRDllN("L) LIMERICK GENERATING STATION YELLOW-GRAY,T~plf GRAYEL(,.L) 10.S' -16.5' BROWNANOYELLO~OF SANOYSILT,REO- UNITS 1AND2 ll.5'-14.0' SllT,YELLOlo-8ROW"'°,AND GAAVEL1:ML)
CLAYEY SILT; TAAL'rOF SAND {11q).
UPDATED FINAL SAFETY ANALYSIS REPORT 14,Q' -24.9 SANOYSILT,YfLLOW-BROWN(lt.)
HARDER, ROCK-LIKE ~R~ 20.5 24.0' FRA<ltENTS 24.9' 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.259.3 Elev.259.6 AuqerHole rtugerHole Au9er Ho l~ ra Pond S eyPof\d Spray Pond
="I~\~
~Ill~'~
O Spr111 0 11\1\I
-2.5'LJll. 0.0' -2.5'.u!:i ~I~!:,:,~ .J.O'!:..!..!:!:. 0.0' - 3.0' Qll 0.0' - 12.5' SILTY CLAY* BROWN, DRY, /'l1111/ 0_0'-2.5'.u!:!:.
,;;;;); '>f!.. //*JU I// ~~ii\ _1,~ SOME PEBBLES.--
2 .5' - 12. 5' SIL TY CLAY DAR~ BR0'-4H, 30' -12.5' SILTY CLAY 2-5' - 16. 5' SILTY CLAY* ~ROWN, 2.5' -7.0' SILTY CLAY 3.0'-22.0'SILTYCLAY PURPLE-SCttEPEBBLES~-- 'I ORY, f()QERATHY PLASTfC, SO~lE PEBBLES ~OIST S()lffpf8Bl(S~ DRY,SOMEPEB~
~ill :~~~* SLIGHTLY !101ST, SCME FINE I/, ~1
. . .0.11111.1 7.0'-22.5'SILTYCLAV* DUllPLE- 11, BROWN,SLilit!T~SOMESAND ANO PEBBLES I0 10 12.5'-19.S'SILTYCLAY 12.5' -15.0'9:A.!_: OARt::.BROWN, 12-5'-60.D'SILTSTONE: PURPLE-llROWll,SOMEPf~ ~TllllTHAWLLAfOJlllOFSAllD, BROWN,SOHECL~NOPRESEl'IT.
SOl'EPEBEILES.
I !
16.5'-62.2' SILTSTOftE: FURPLE BROWN, SOJllE CLAYANO SlND FRESENT 20 22.0' -65.4'S!LTSTONE. PURPLE-BRCNNllJIHS{]'IECIAf7ili"QSAND P-1 0.0' -2.0' FILL SP-23 2.D'-7.5' SILT 3ROWNTOYELLOW WITH 10-~5 PfliEINl FINE TO MFDIUM SAND. SCATTEREOTRACESOFORGANIC MATERIAL.REO;RED-BRCMNBE.LOW.
7.5' -4.1.D'SHAJ..E* GREENISH YELLOW GRADING TO BROWN BELOW
-2.0'f!!l 12.SFEET. HIGHLVW£ATHEPED, FISSILE,HIGHLVFRACTUREDALOllG 2.0' - ti.O' SILTY CLAY* PURPU- B£DDING PLANES, SOME FRACTURES ARE BROWN, DRY,Si'.iRfl'iriiBrES. CALCITE FILLEO. NUl'IEROUS CALC!TE STRINGERSAADCLAYFILLINGS. CORE LENGTHSRANGEFRCl'ILESSTHANl 6.0' - 15.5' S[LTY CLAY \~~£~~ 10 !..:HES, AVERAGIM> 2-4 ORV, SM PE~
15.5' -63.5' SJLTST~E BR<Ml,SCl'IECLAYPRESE'fl".
P-4 P-5 S ra Pond 0
4J.0'-46.0'SANOSTOtlE; REOOISH 0.0' -12'SA.llOYSILT.REllW!TH GRAY, F[NE-GRAhEO, MICACEOUS. WELL OCCASIOOL~ClES CEMENTED, HARD 46.0'-60.0'SILTSTOllf:*CLAYSTONE;REO TOREO-BROWNSEOtJENCEOFCLA'fSfotiE AHO SILTSTONE.
P-2 P-3 Elev.265.0
=lOOl *** o 0 Spray :o~;
,, - 00'-3.5'~
12' -21.0' SHALE HIGHLY 2.5' - 9.0' SILT YELLOW-BROWN, 3.5'-8.D'SILT; lllEATflERED.
lLAHY WlTH"S°mlE.RED SHAlF SllGHTtY CLAYEY."
FRA~ENTS.
~l. 0 ' - l 5 . 0 ' SHALE : RED- BRCMll , SANDSTONE.lilEATHERED
~IGHL Y WEATHERED TO 15 FEET.
60.0 -62.S'SANDSTOM£: GRAY, 9.0 -12.D'Slll-SHALl: GRAl-
'11£ATHERST08RICKRED FI~E- 10 BROWNSILTr,RAO[ffGtHTOHIGHLY MEDI~ [;RP.HIED, '11£Ll CEMDITD
'lEAIBERED SHA1.E 21.0' -37.0'SMllLE: REO,HIGHLT 62.5'-E16.5'SILTSTOllE-CLf.YSTONEAS 12.0' - 59_5' SILTSTONE* GIUY- JOINTCDTOJ5f"['L'i."5CJIEZONE50F ABOVEAT46.0'-60.0 FJNE-liRArllEOSANOSTONE;rnRELOSS GRErn GRAOHIG TJ GRAY-RED, HlGHLY WfATHFRrD. Pol.ANYCALCIHSrnINGERS 15.0' -44_0'SJLTSTONE: RED-BROWN [115..\llDSTOJIE.
I ' WJTHSCATIERED--vnTrrX[FRACTURES
,\ND)~[ CALCITE STRINGERS 25 70 20 Elev. 211.2 30 q
37.0'-71.0'S.ANDSTONE:~Y, For explanation of symbols, see sheet F!hE-liRAlNEO,iiilMDfITYJOINTEO, PR(fUllENTllEARmmcA.l.JJJNTS 27, Figure 2.5-22 80 IRQlll-STAillJNG TO 54 FUT.
30 COflELEl<<iTHSAVEAAGE61JKHES 2 For location of borings, see Figure 2.5-20 86.5'-94.0'SHALE: RED TO GRAY GAAOINGTODil.AiliUCK. GRADESTO 3,
SILTSTONE. SOFTFR()l:B7.0' BB.5'. 4 5 100 46' - 4'::1' BLACK:
46.0' 75.0' SWl.L(; iiRAY TO WIHTE ANO VARI-COLORED rO"BCXc1c OCCASIONAL Flf'CE-90 GRAillED SANOSTOfl£ ZONES. F0j JQil'ITS JOINTS IRON-STAINEU TO ~7 FEET 40 94.U'-120.0' SJLTSTONE-CLAYSTONE REDDISH, flllICACEO\JS, AS Aoovr---
44.0'-65.0'SANDSTONE GP.AV, FlNETOME'.l!IJflll-GPAJNEo.
46.2'-46.8'VERT!CALFAACTURE FILLEDlllTHCALCIH. 55 100 60 60' -64'VARI-C0LOA.EO,GAA¥Mll lllITE.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 59.5'-61.S'SAllJSTOME: REDDISH, 60 100 fINC*f'EDILl'IGAAil'tED,HIGILYFRACTURED 70 GRAPHIC LOGS SHEET 36 OF 37 FIGURE 2.5-22
TP-1 TP-5 TP-9 TP-12 ELEV. 257.5 ELEV. 261.5 ELEV. 265.2 ELEV. 255.8 SPRAY POND SPRAY POND SPRAY PONO SPRAY PONO o-~-"'-.'*~.
\\. .\\ . 0.0 - 3.5 FILL 0.0 - 3.0 FILL 0.0 - 3.5 FILL 0.0 - 3.0 FILL
~. ~*
... '\\
3.5 - 4.5 TOPSOIL 3.0 - 3.5 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, B v / I/ 4.5 - 8.0 SANDY SILTfCLAY 4.0 - 10.5 SANDY SILT WITH GRAVELS (SC) - v /
S-1v / v (SC)
WITH GRAVELS. (CL) [CL) 7.5 - 8.5 SILTSTONE
,/ I/
8.0 - 8.5 SILTSTONE -2.:1 10- ELEV. 253.0 ELEV. 257.7 ELEV. 245.3 ELEV. 246.0 TP-2 TP-6 TP-10 TP-13
~LEV. 259.6 ELEV. 262.2 ELEV. 257.4 ELEV. 259.3
,PRAY PONO SPRAY PONO SPRAY POND SPRAY PONO 0.0 - 1.5 FILL 0 0.0 - 2.5 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 S-1H:tt}
3.0 - 4.0 TOPSOIL 5-,__ 3.0 - 8.0 SANDY CLAYEY SILT, n 5-- WITH GRAVELS [CL) 5 ---
3.0 - 5.0 SANDY CLAYEY SILT (CL) 5-2:1 WITH GRAVELS. (CL) 5.0 - 5.5 SIL TS TONE I SHALE 4.0 - 11.0 SANDY SILT ELEV. 251.9 (ML) 7.5 - 8.0 SILTSTONE I SHALE
- 8.0 - 10.0 SILTSTONE I SHALE ELEV. 254.2 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 .O 0.0 - 3.5 FILL SPRAY PONO 0.0 - 2.5 FILL NOTES:
0.0 - 3.0 FILL 2.5 - 3.0 TOPSOIL
/
/ I/ v / 3.5 - 4 .0 TOPSOIL
/ v 3.0 - 8 .0 SANDY SILT I CLAY 5- 1. FOR LOCATION OF TEST PITS, SEE 3.0 - 3.5 TOPSOIL 5-'--/ v v 4.0 - 10.0 SANDY SILT FIGURE 2.5- 3C.
/ / 2-::1 / I/ (CL)
(MLI
/ / / / v / 2. TEST PITS IN THIS SERIES WERE 5-TI /
/
v 3.5 - 7.0 SANDY SILTfCLAY,
/
v v/
i/
/
I/
/
TRACE GRAVEL (CL) 8.0 - 8.5 SIL TS TONE MADE TO INVESTIGATE THE SOILS IN
- - - 7.0 - 7.5 SIL TS TONE f SHALE CONSTRUCTING THE SOIL-BENTONITE ELEV. 256.0 10.0 - 10.5 SIL TS TONE ELEV. 250.5 UNER.
ELEV. 257.8 TP-4 TP-8 ELEV. 265.1 ELEV. 269.9 SPRAY PONO SPRAY PONO LIMERICK GENERATING STATION o 0 UNITS 1AND2
~***
- ~~1'* 0.0 - 3.0 FILL ~'..~~~
- ~ ..~
0.0 - 3.0 FILL UPDATED FINAL SAFETY ANALYSIS REPORT
- ~*~
~ .. ~ ....
3.0 - 4.0 TOPSOIL 3.0 - 4.0 TOPSOIL 5 / 4.0 - 8.0 CLAYEY SILT (CL) 4.0 - 5.0 CLAYEY SAND ANO GRAVEL (GC) 8 / ***..
~
' i/
... 6.0 - 8.0 SAND AND GRAVEL POCKET 5.0 - 8.0 SILTSTONE GRAPH IC LOGS SHEET 37 OF 37 8.0 - 8.5 SILTS TONE ELEV. 256.6 ELEV. 261.9 FIGURE 2.5-22
EXPLANATION EQUIPOTENTIAL LINES FLOW LINES WATER LEVEL ELEVATION CONTOUR (6/24/74) 0 100 200 300 400 :500 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/I cover S'erv/ce Rood E/. 255 12 ,, R/,.OroP' Normal oecrd//79
?V'c?/ Level E/. 251 Poad /2' 801/ cover 1
Top o//Val'o-rol So//
80/lam E/.241 -Filter I a bric
/2 L/aer
/2 L1/7er (Jurface of bedrock TYPICAL SECTION Graphic Scale in Feet OF SPRAY PONLJ SL OPE
/VOTES:
0
10 I II :: 10 I 20
- .30 I The so/l-beo/oo//e m1x/v/~ ,Tor Ille
/1/Jer W/// C0/7SIS/ o/ 7.5 °/o C;eo/oa//e O/?d 92. 5 °/o 0.17- 51/e SO//.
- 2. Bo/h lhe so//-beo/oal/e 11/-Jer o-ad //Je so// cover were com/JO'C/ed to 95 °/c o/' /TlQX//7JVl77 dry dens//y de/ermioed LIMERICK GENERATING STATION
//?occordonce W/la .r15TM o 698. UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL SECTION OF SPRAY POND SLOPE FIGURE 2.5-24
U/7//
Elev. WI
( ~/)
~z";?A,-=,.--~--*
( ,,ac7) o /OO o-+-~~~---~~~--~~~_._~~-----t 200 .300 400 41 So/I 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 ""'
~
N. 8000
'l SPRAY POND SP-16. -+--------------------+--*t N. 7800
/ PONO PERIPHERY SP-11 N.7600
""" M ,....
Q O> UPDATED FINAL SAFETY ANALYSIS REPORT
~ ~
~ M M w w w w w SPRAY POND SECTIONS FOR SOIL PROFILE FIGURE 2.5-26
.. 0 ~
H ~
.... I....
"";" ...I
~Q
~
~ .....
~
zZ ii iQ
-~
i~
i~
i~
-I
§~
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 CLAYEY SILT, RED-BROWN, TRACE OF SAND, BLACK STAINING (ML) 240 SILTSTONE WEATHERED, PURPLE-1 BROWN SOME SILTY SAND AND GRAVEL SILTSTONE, RED-BROWN TO YELLOW-BROWN 1 GRADES FROM.FINE SANDY SILT TO CLAYEY SILT1 HORIZONTAL BEDDING PRESERVED. - . I I I I 1 Ii VIE ~s, 11 I nI I I I I I I I I I I I 230 0 5 10 15 VERTICAL SCALE PROFILE A LIMERICK GENERATING STATION 0 10 20 30 UNITS 1 AND2 HORIZONTAL SCALE UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND SOIL PROFILE A FIGURE 2.6-27
2IO
.. --------+-------~-----.L------------- I Fill, PURPLE-BROWN, SILT WIT:GRAVEL AND COBBLES-BOULDERS ~,.,.L' ~., -:~*j.
~*
~
- l
~,
t 1111
- 4t~'
~ ~
- 4 t;
~
I hi.,,t
,4t j
~~~~~~~~~~~~~~~~~~~~~~~~~~----- ~~ I -~ILTYGRAVE~REDBROWN,SAND~TRACEOFCLAY (GM) THIN HARD LAYERS OF SHALE
- ' ~ .... .. ~
CLAYEY SILT, RED-BROWN TO YELLOW-BROWN, SANDY SILT, YELLOW BROWN TO BROWN, L....ol - -t1 T I I I I T1 I 1 ; " ,.,. ..
TRACE OF CLAY AND GRAVEL (ML) ~--"t:LAYEY SILT, RED- .......... ...
TRACE OF SAND AND GRAVEL (ML) t-
~BROWN TO YELLOW-BROWN.!-' ......
-z u.
TRACE OF SAND A N 1 n l ' ROCK-LIKE LAYER 0 GRAVEL (ML) t:=
<( ~*******
w v~
..I w TRACE OF CLAY AND GRAVEL (ML) I)/
i/
SILT, RED-BROWN, TRACE OF CLAY v 80 120 AND SAND, TRACE OF GRAVEL (ML)
I HORIZONTAL SCALE IN HET
,./
.... .,~,..
~"'
0
. 0 2 4 8
- 1*1:1'.f.I* l:'I : t{: ':*.....;;,___-SIL TY SAND, RED-BROWN, GRAVELLY, TRACE OF CLAY (SM)
VE .. TICAL SCALE IN FEET SILTSTONE, NEAR HORIZONTAL BEDDING 231 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CLAVEY SILT, RED-BROWN, TRACE OF SAND (ML)
SPRAY POND PROFILE B PROFILE B FIGURE 2.6-28
i:n c,, ;... 0 C'li .¢ cO ai q- N CD ci. w MN CD ci. w NN CD
...ci. w. ...ci..
.-N CD w
Cl) c Cl) c Cl) c Cl) c 0 z 0 z Oz Oz
~ ::> ~ ::::> ~ ::::> ~ ::::>
a: 0 a: 0 a: 0 a: 0 0 a: 0 a: 0 a: 0 a:
a:i 0 a:i 0 a:i 0 mo 270 266 I-LL.
2 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)
IIJolHJHW SANDY SILT, YELLOW-BROWN, POCKETS OF CLAYEY SILT, TRACE SIL TY SAND, YELLOW-BROWN SOME GRAVEL (SM)
I I
SILTY GRAVEL, YELLOW-BROWN, ROCK FRAGMENTSANDSAND(GM) IWiff i'ri 1111111 ROCK LIKE, DARK BROWN TO BLACK I ~t~'11tf1~1~t*A* I I I I I 11 I I I I I I I I 1 254 SHALE, DARK GRAY-GREEN./ I 0 40 80 120 HORIZONTAL SCALE IN FEET PROFILE C LIMERICK GENERATING STATION UNITS 1ANO2 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
--t
.TP-2 I LEGEND N7880
.TP-6 I
11 TP-7
.TP-5 i..._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*28 TEIT PIT LOCATIONS TP-11 270 SCALE: 1" = 100' I
TP-13 I TP-1 _,..____ TP-12 I TP-3 I I ROCK FILL 240 SANDY SILTY CLAY l "'SILTSTONE/SHALE TOP SOIL SPAAY POND
/BOTTOM, EL 241 0 GRAPHIC SCALE IN FEET 100 200 300 SOIL "'OFILE, NOftTH SECTION TP-8 I TP-11 270 TP-9 I I
ROCK FILL TP- 7 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
~*----
~OTTOM, EL 241 TEST PIT LOCATIONS AND 240 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 DEGREESI UNIT WT. -
(pcfl UNDRAINED EFFECTIVE SEISMIC LL.. 260 TOTAL SAT. c ¢ C' ¢* c ¢ z 1.2Pc 0 IN-SITU SOIL 122.0 126.4 0 0 33.5 0.610~ 0
~ SOIL-BENTONITE LINER 113.0 119.0 o.95Po 0 0 29.0 225 20
<(
> COMPACTED SOIL COVER 120.5 123.8 1.2Po 0 0 33.5 o.6iao 0
~ 240 RIPRAP BEDDING 130.0 130.0 0 40 0 40.0 0 40 w
~~-
~If =-~11h-~111?"----~---- RI PR AP 130.0 130.0 0 45 0 45.0 0 45 BEDROCK? :--~il~-,~--::-----
220
~ NOTES: 1. 4, =MEAN EFFECTIVE PRINCIPAL STRESS, 2.<Jc{ =EFFECTIVE OVERBURDEN PRESSURE.
280
SUMMARY
OF RESULTS ~.~
LONG TERM STATIC COMPUTED MIN. F.S.
REQUIRED CIRCULAR
.... CONDITION WEDGE LL.
F.S. ARC
- 260 z END OF CONSTRUCTION 1.30 3.8 5.7 0
j::
<(
--5?:--- LONG TERM STATIC 1.50 2.4 2.6 LONG TERM SEISMIC 1.10 1.1 1.1
~ 240 POST SEISMIC 1.10 2.3 4.3 w 1.25 RAPID DRAWDOWN 2.1 1.7 220 280 RAPID DRAWDOWN I-LL.
280 z 260 LONG TERM SEISMIC Q I-I- >
w Li.
260 ..J 240 z w 0
j::
<(
> -:::_::::::-Ji-,;,'ll~"=====-~1;-,
,,,__-=-_ _ ___
~ 240 220 w
220 280 POST-SEISMIC I-LL. 260 z*
0 LIMERICK GENERATING STATION j:: 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 YllS SIEVE ANAL VIII TIME READINGS U.S. ST.ANOAPID SEPllES I CLEAR SQUARE OPENINGS
SUMMARY
OF SOILS FOR SOIL-BENTONITE MIXTURES 24H ... 7H ...
41MIN. 11MIN 100 IOMIN.19MIN. 4MIN. 1MIN. 100 50 30 11 I ' 3/8" 3/4" 1-1/2" 3" , ..... *c; I
.- 10 SAMPLE SOILA SOIL 8 IOILC
- SOURCE TP-1
, I TP-13 TP-3 TP-11 TP-1 TP-12 10 .,.
20
.,,, LL 32 41 37 41
~ I 70 30
-"' a PL 20 'D 21 21 20 I... .. .-
p 0 so (0.006 mm to 2.38 mm) 40 c Ill z
Pl 12 14 11 17 23 16
- Ill
.. l50 '--.
150 a:
z ... - ~-
.... NAT. W/C 20 21 21 31 30 11 Ill
~ 40 - -,I I
-- 10 ~
z Ill CLASllFI-CATION CL CL CL ML SC IC f .... -
-- ~
f 30
- r" 70 20 - -- 80 10 0
i N 8
.002 I
8 § §18&;
.OOl5 I I I
.009
~ ~
.019 I
.037 I '
~ ~-~ ~~~
I
.074 .149
~
.297
~~
I DIAMETER OF PAfllTICLE IN MILLIM!T!flll I
.590 II I
~ ~~llqO\Q 1.19 N
2.i1
.I 4.71 1.12 11.1 M.1
'~ T 71.2 127112 I
90 100 NOTES:
- 1. ON-SITE SOIL FROM SPRAY POND EXCAVATION WILL BE USED IN SOIL-BENTONITE MIXTURE *
- 2. SOILS A AND C REPRESENT THE FINEST AND THE RANGE OF IOIL GRAIN llZE FOR IOIL-BENTONITE MIXTURES COARSEST SOILS RESPECTIVELY IN THE SPRAY POND AREA.
HYDllOlllTER ANAL YI* SIEVE ANAL YI*
TIME f'IEADINOS CLEAN SQUARE Of"ENINGS 24H ... 7H.R.
l ... 15" I" I
- --~
48M IN., 11MIN. 90MIN.1tMIN. 4MIN. 1MIN. 290 100 IO 30 11 I 100 0 I
I
------- - ____ 11 __
,,,, 10 TP
>OIL A:.
'P *1!:
~
... ' -- 1-- " ;~TP-5.
20 I
- I
' __ , TP*1 .,,,,
70 '
wi) I .-... -..
""' i lilC:" TP* - I 30
' ~
TP-12 I
...az
~
40 c....
z -""'"
-* ------- z II* -- - -- -- -- -- -- ----*111 *1111 1-' - Ill ao ~
40 r II f
30
-- 70 20 IO 10 90 0 ... I I I I I I I I I I I 1,111 I I I 11 I . I . !a I I I 11 I I I ... 100 LIMERICK GENERATING STATION
~ "' ~ s l'I 0 ra II~ 18~ C"t "!~ ~ ~'":tlt~C! N l'I
- lftCO"'IDOI
~ ~ ~ ~ 51i~ la 8 UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
.002 .00& .008 .019 .037 .074 .149 .297 .!590 1.19 2.38 4.78 9.152 19.1 39.1 78.2 1271152 DIAMETEl'I OF PAl'ITICLE IN MILLIMETElllS SOIL USED IN IOILS UIED IN SOIL-BENTONITE MIXTURE DEllGN TESTING SOIL-BENTONITE MIXTURE DESIGN FIGURE 2.5-34_
60
~/
v 50 CH
-- 40 /
0..:
. /
~
)(
Q)
~
"O c ,,
~ 30 ,
~
/
u CL a
Q.
20
- /
.y**
J
~ MH o r OH Note:
The plasticity of soils shown are 10 v ML or for the soils used for soil-bentonite mixtures. The plasticity chart for the soil in general in the spray pond area CL-ML / 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 PLASTIC I TY CHART OF SOI LS 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 nc o , r ' ,
//7701 e y y y /o 0/ .-770)(.
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
- Ix 10-6 C/?lJS&C.
- - ----------r 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 l!AaFl~L: 5El.f.C.T C.""-MUlA~, Cot.IC.l'l!T!0 c.&Mtl.J'Tl1IOU~ ~ 1'(P! 1:
~~~-'-.:::'.=l~:::;::::=!~*~.. MIN.
G
=~~°b~~~~~.f'o"""'
~DO.JC.~~ flGoURe t.>-za 1YPK>.L PIPE MDCII~ 'Mil:.1'1Q.j 14 ~il.
F - ------ -----+-----'---- *--------------------
31c:ii.,t; 1
_-_-_~J~,--/~T--------~-~---_-.-----~ - r
~
I~ -~ I **1 "'
" N 6100 I
E l ~Ill:-'1," ",!>1~; +;iol --~.1,i
_ ~j I*
"'._::I Ee_'
I* . '1*._,I 1 l------+-_---:-- ~ - -~ t --
---r~------ I J _ ....... 1 ~j N 6100 l1n.oo" D
LEGEND I
I ~ NDIC"'TES !WIATIOM (1f- !lCCAl,4llTIOl-l
~ * ~l~IC. '-"~P'l'f f l'IP'l!'LI. .
c ;
(>larf.*OTMIDI 1'11'11..ta~ ""'D '81tVlt.e
~~l'l:llll~T'I')
-1.00 - oP.161W..L C1PCU>IO c.Qf.l1'0URS TOP OF SOIL --1&0-- ~ GONTOUP.~
.~ __ j_ __
I \ EXCAVATION (TYPt UNIT 1 & COMMON1 V/..l ,,.,.~~FOP. '!le~Mlt:. C.0.Ti60P.'( 1 I \ Vl'i Fll'CILITI'~
I . I \
I ;' I ~
@f--------1t *-*--- D B
111900 1/ \ !
I
\ -- **-
n.oo*
--* ** nL1 *ob' : ': ff.00 LIMERICK GENERATING STATION UNITS 1AND2
,.,_d *U.IO' 111.d I
I l
UPDATED FINAL SAFETY ANALYSIS REPORT 1189.0I I TOP OF SOIL
-~....--""T'""--r--.~-r---+-..-----.---.- SHEET PILING (UNIT 2 D.G. BLDG)
LIMITS OF EXCAVATION FOR EXCAVATION POWER BLOCK
~
A 0 0 (UNIT 2 D.G. BLOG)
..,* (SHEET 1OF11)
FIGURE 2.5-37
- 7 6 5 4 3 2
//
)
A H
/ E F i)1j-:,M (:i..~-:.1<..
':.riE~"'" E.L'4.*2 0G /
F _)I( 1s'~<P ~
J ---. ~!
- ~J lu' E
D
-1 ---,J----*
\ ! .9ADW STE.
~** . ---+--------~'-~-- NHOO BUILD'NG I
\ ({E£i!n
- 11;.~~-i: i
~/j/:J~
c """**~ \
- 1 !
\
_~'.Fl- G.<<*~ i
' \\
\
\
\
lu '.'
t ! !
)ill~;:
I
-*~:_JJ}_l_5!:..2:~~;_1t/(- *r*
I
\- I *
! ... *_--,,f{l(.\'-'!_l_i.'
_. _t,_"
I
'* ~,,
\
~~*
I PtD'C_l.f.
- /
. '\o t_.'NDtRG CQU/1[)
i; ~ I I' \. l
" b_.~~------~~-
- I J'
\ 1_ _ _ - - - - ___
LIMERICK GENERATING STATION
\. 4 UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT A
1'_*
LIMITS OF EXCAVATION FOR SEISMIC CATEGORY f PIPELINES 8t ELECTRICAL DUCTS JH~ET Z OF 11' .
- 7
' 3 2 FIGURE 2.5-37 .
N7000
-- -- - - - * * - - - - - - - + - - - - - - - ---** -
- , --;~::-
' I~:'
~I~
i ; - _____ /l!J
~"°1. I [fill i,.. 1-
\J
- ~ 8 COOUNG rowe.R UNIT I
-A D --i \/
\
\
c \
\ \
\\
\
\
\
\
T"E.t-JCl-l FOR ~l'!IMIC.
CATE:60RY 1 PIPE.L.i~E:.
LIMERICK GENERATING STATION UNITS 1AND2 SUM,.£JfCAC
'>__..v- ~'S"<J-E UPDATED FINAL SAFETY ANALYSIS REPORT
/) ------.. *.. : £1. 21$.00
- .:.1 LIMITS OF EXCAVATION FOR A
__ j SEISMIC CATEGORY -, PIPELINES
- ELECTf'ICAL bUCTS 2
St:tlET 3 OF '11 5 4 I 7
' FIGURE 2.5-37
N"'2o G H
G
/
F
r----- J_
/
1-~,
I I
1- -'-
E
-~--o __._
D I r- ---------*. --__ J_ *-
PFACT:_P SU!cD1hG c
I LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPO-RT
/
A LIMITS Of- ~AVAJ'IOrt ttofl* * .
se1-r.~:~~INU
...11'4 . . JJ_,
- 7
' 5 4 3 2 FIGURE -2.!j-37_
0 E H '0/:t ;cowr. SE.E ow~ SK*C-.t~3 N1_~00 I Ir;;;(,_
~o
~I EP /-...._**r--
._.~ -~-~-'--
G ? ----.~
F
..,,151 E r:.~1
~!~ -L.__J D
(
j *>G~c*.~
No;sse tJo N6!U!lJ c I PSIJ)O "1
I
,1r 1 J I, I! " ~.
v 1 I. Nt0SIO . .U
,_/E~25~ 00 I'
I I I I I 11 F'------'..,._...,N-:H':".()()::::{"' i ,'* 11 :
°'> 0101 I
~~!:::::;:i:,~l=ti:t1Ml;m:MO=)====jl I. i 11*
"~6~.5_1
£4110.5 I I I LIMERICK GENERATING STATION I I* UNITS 1 AND2 I', I I i UPDATED FINAL SAFETY ANALYSIS REPORT 1
11, I I
I A Ii I
LIMITS OF EXCAVATION FOR
~----f-------~~- ___ l__ - tY6400 SEISMIC CATEGORY T PIPELINES 11
- ELECTRICAL DUCTS SHE!TIOF n
- 1
' 5 4 2 FIGURE 1.1*37
-+
i v - y- v I
I
" I
'"'~ ' /
-----~ ' "" ~~~' " <
/
/ '-~ "', '
E:L.E.C.1P.ICAL. Due.i CK GENERATING STATION -
LIMERI UNITS 1 ANI):ALYSIS REPORT L SAFETY A -
UPDATED FINA .* TION FOR
. LIMITS OF E~~~~~ PtPELINEI SEtSMIC CAJ~RICALPUCTS
& EL~EET I CF 1_1
- 7
' 3 2 FIGURE 2.5-37
Al7* .II()_
A B c
~
H N7r,~-
D i'
i=LECTF,lc.AL t"'i"-Ni4oL.e. -
G KEY PLAN F
-+
i E
D
~
I
=-::o:-- ~--=-- _..,-.:;...:.._-:_."
ROAD
'\'. - y v v
'(
~~
I t
C~l/NG ITOW£R
\\
LIMERICK GENERATING STATION
~NITS 1 AND 2 - YSIS REPORT UPDATED FINAL SAFETY ANA~ FOR UNIT I
\ LIMITS OF ~~g~~~T~IPELINEI, SEISM~~illR~Ct~u~.fH~'Se SPRA';~T 7 OF 11' 5 4 3 2 7
' FIGURE 2~5-37
ff I
I
\
l:ll£-C*a)
I I I
G I N5&00 F
ID!
L -
I\
jj .d
~~CTION E
_,.._ ~ ~.C l'JCl#CA'Tlt/N M.,_C*A
_., -U&:r"1C COS- . .C ~a: U
- O' ~~--""'.Jiii.i - , .
D E:XCAVA.ilOl-J FOP. DIE:SEL OIL 5J"0!1.t6:_ T!>-1-JKS c
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SECTIQN@)
LIMITS OF EXCAVATION FOR DIESEL OIL STORAGE TANKS a DIESEL OIL LINES SHEET 8 OF 11 3 2 4 FIGURE 2.5-37 Rev 08 11/98
- 7
(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.OF11 IS GENERALLY GRADATIONAL OVER 2 TO 5 FEET.
FIGURE 2.5-37
co 260 250 240 230 220 210 200 BRUNSWICK LITHOFACES:
REDDISH-BROWN SILTSTONES WITH INTERBEDDED SANDSTONE AND SHALE CONTACTS ARE COMMONLY GRADATIONAL LU UJ z z
~
- I:
u 270 ~
260 :2: : \
250 240 230
(.'.J z
LU cc z *SPRAY POND g NOTES
_J PUMPHOUSE
- I: 1. SEISMIC CATEGORY I ELECTRICAL MANHOLES ARE 280 u FOUNDED ON BEDROCK OR ON CLASS A CONCRETE I-270 ~ BEARING ON BEDROCK.
- 2: t=----~~~~~~~~-
260
- 2. SEISMIC CATEGORY I ELECTRICAL DUCT BANKS 250 ARE FOUNDED ON BECKROCK, 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 SILTSTONE, SANDSTONE FRAGMENT OF SILTSTONE AND
- 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 SHEET100F11 FIGURE 2.1-37
l' ~~ '\~.'\'-- ____,,_
I
__ _ , _ _ _ /
~~ )
r-- I \' 1. .
~~~H-----*---b~--T---t-:--~l I
\\
//
ttt~*.: .f /-' I /
-- __r-- .~T I
~\ i
)
~\ /
\J'
"\' \
. \ LIMERICK GENERATING STATION
.., \ UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR TYPE I AND TYPE II FILL SHEET110F11 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 4____., Location of geologic section shown in PENNSYLVANIA Figure 2.5-3.
READING NEW bOlfo1lt f. . JERSEY
,TRENTON Data Sources: Triassic basin and associated faults from Fai II (1973) in Pennsylvania and from Olsen( 1980) and Ra1cliffe(l980) in New Jersey.
Other faults in Pennsylvania from Penna.
Geo I. Survey state geologic map (Map No. I; 1975, 1980)
CAMDEN I
MARYLAND 0 25 Miles I
I
I I
DELAWARE LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT I GEOLOGIC STRUCTURE. VICINITY OF
\ NEWARK - OETTYIBUllG IAllN I
FIGURE 2.5-*
..... - SURCHA~GE I
~ ~
q,
~~OU ND WHERE~
~ SUJ:iFACE NOTES:
~
':;l
" *. ~'.~~. *...~-: : Fb1, Po2, Po!
- TH~UST RESULTING FROM SOIL IN TME 'AT REST' STATe
~"' §T°'1fl(.., ~~!E.R.~t- A.C.:n Vf. CMnf
,,.~~S<..lRc c,oErFIC..{E.'NT
- Ko .. COEfflCIENT OF EARTH z Pw
- TMRUST RESULTING FROM PRESSURE "AT REST"* 0.70
~
UYO~OSTATIC P~ESSURE
~ Fbu
- TH~UST RESULTING FROM ~b *BULK UNIT WEIQlfT
- 135 p.ef.
~
DESIGN SURCMARGE PRESSU~E "If'* 8UOYANT UNIT WEICiMT
- 77.Sp.d'.
s: WATER f'Al1.,PA£z* THRUST ~ESULTINCZ FROM ~s *SATURATED UNIT WEIGNT*l40~.£
~ TABLE fJ DYNAMIC ACTION OF SOIL
- u..
---
- C .........
+-+-'=" IOU WATER. (seeo-WMITMAN Vw *PENSITY OF WATE~ *62.5 p.d'.
i~
~-
FORMULA 1 1e10)
Poi * ~ Ko ~b ( ~-L) 2 Po2 *Ko ~b (1-1-L) l
<\.'
- SURCMAri?Gf PRESSUftE* 2SOpd K~* MO~IZONTAL ACCfLEeATION/9 0.015 Foll 08£
- t 0.15" r(}ll. .SSE Pos * ~ Ko II' La Pw *~ lfw L 2 Po2 Pou* Ko ~ H
..J PAE*~ 'lfa 1-4 2 lc:'.h.
1 PAE/ a 0.3 (ITl<v)l<A'l!JH
~{_
P.1ioE2. * ~ Kvk.1io ts H' PaE =<J.f-l(1+Kv)0-6!<1, +j/.IKv Kv = PE11rtt11L HecEl..ERATJC'lll /§ TOP OF BASE MAT
- wall
~etitro1vied rLta1t'11n9 ti?!:>4Mpt1 Ofl U~t..d
- ~Kh
.\
SECTION THROUGH SOIL ANO WATER PRESSURE DfAGRAMS EXTERNAL WALL LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LATERAL SOIL PRESSURE DIAGRAMS FIGURE 2.6*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 I u..
0 w a:
0 0 0 0 0 0 0 0 0 0 8N CX) co v N 0 CX) co v N 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
N
.---------.r--------,.---------r--------r--------r-------~ b
(")
I J,.;;..--------'---------+-------..._1---------t---------t-------~ 0
-E E
("-
.q- z
~-------.---------+---------1---------t-------~t-------~
I 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* 0 EXPLANATION o* 0 0
"'*w
~; ~I N8200
- -*-**-*t-*-**-**-**-
w 1oy Strike ..i dip of bedding.
Joinu -
dall>ed lroctures, - i n g dip; ..iicol joint {right);
~indistinct.
81-Bru-- -
LITHOLOGIC DESCRIPTION B - Bru,..;q. F9!!!1!!ion - Roll 10 -
inar~-
L.acl<8blllf-B2 - Bru"""""" - - locblionl -
or...,_
r-Dip of slick..-.ided joint pt.,., - i n g dip of llict..-. L - l.ocbtonp Formotion - lllook ,,,.
!Note: dip-slipli,_,ion..._,.I with~ -
unitJ 10 - or - -
_,(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; -
......-.of d-- *looqirinls LoC811y -
L2 - Block to cWk -*hood,
-or~;-
-y.-...
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 Location of Geolog;c Sec;tion (Shown.., fi11Ure z.5-43) 4
,J (j) hngul* joints or lrocturm; -
- l l y @ Prom;,_, - - . , . . - ot - otlicipo WMthenld - o*iclHtainod, - with clay {1' to H/2' thictl.
I films. Width is shown - . cio.-tpoced 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.
~----
N ABBRElllATIONS USED:
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
. I-.-- LIMERICK GENERATING STATION
- __ -~--l.-.---...L~==l_
I --- UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 0 50 100 150 200 SCALE IN FEET GEOLOGIC MAP OF ~y fOND 8 7 6 5 4 3 2 FIGURE LM2
NORTH SOUTH
...J
(/)
~
280 1~ 280 Prominent green shale bed z z 0 0 240 240 I- I-
<( L5 <(
w w
...J ...J 200 200 w w N 8100 N8000 N7900 N 7800 N7700 N7600 SECTION A-I EXPLANATION Brunswick Formation Lockatong Formation (Black claystone or shale members shown in dark stipple)
NORTH SOUTH 280 - - - - - - - - - S p r a y Network "C "---------1~~1 280 ...J NOTES:
...J
(/) 1-- <J)
~ I. Southern continuation of Section A-I is shown
~
I Tuffaceous, soft Concrete backfill to El.239 in Figure 2.5-9.
Minor fracture zone z z
0 240 I 0 2. For I ithologic descriptions see Figure 2. 5 - 42.
~ *:ii*.~~-:*~~-~-~j}. . ~-;: . .~-:- I-I- <( 3. Rock surface at spray pond networks was
<( backfilled with concrete to elevation 239 (see Section A-2).
L 2<projected) >
> L5 w w ...J 4. Location of sections is shown on Figure 2 .5 - 42.
...J 2 00 200 w w
N 8000 N7900 N7800 SECTION A-2 LIMERICKGENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT
. SPRAY PONO '*M.08fC SECTIONS FIGURE 2.1-a
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 i
I it'
- ~ELl/O.o
-1
-- ?.:.\:/~TOP OF F.Oc..1"1--
~E.L.l~O-~
--- **--- ---- LtMEfUCK GENEftATING ITATfoN UNITS t MO 2 .
UPDATED FINAL. SAFET-Y ANALYSIS REPORT CROii SECTION OF CONl>blMti *
. TANI( Oll(Q.
FIGURE 2.5-44 \.
10,.-.---.-----.....-----.~---r----~----..-----r----r---""°'1"A,,._~
&IJ o
I)
I I
I
'l&J* I 01"-----1------1----~5------+-----+-----t~---+-----t---~,,__---I 0 i 0
_.,, I o
"'c= ** fJ_
0.11----4-~---+---+---+---+--~41_~~~----t
~ ~ 12,-
u e0 "---_...,____....,_____..,___ -+-----+-----1~1 _,....__0 j t !I
__,.+----~-----..
0 c
>- I c I
04J-----+------+---~1-----+-----+-----t-----t--t--.-1'"'--...~--T"----1
-0
.H
-n e-0
- -+'--~-,..__*__ -+-__---t.
a:
0 - * ...- ~- ---
u 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 l j 3
~
r z ~
l 'b.oooe I
o.ccm I
I O.OOI OJXB O.OI 0.03 0.1 j
tf I'D g Q81-------------+-------------1----__;;::i~----~
- cc -0
~ ! 0.6t---------1P--------..... -------1
.,J~:
-~ Q41----------t-------.-.------------1
- 11 j .5
~i 12 0.2t------------------+------------1
~I 0 .....____________..____________..____.__ __.
., ~
O.ooot 00003 QOOI 0.003 QOI 0.03 0.1 Sheor Stroin. 7*permrf
REFERENCE:
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SHEAR MODULI AND DAMPING CHARACTERISTICS FOR ROCK FIGURE 2.5-46
c m o.er-------------:.---r-------~~t:.../-1"+-/,~~~--------------i-~--.:-----_;_------J
- -_g & ~
Ul.
oO '
~ u 0.6t---------------------1---------------~--t~rr-FT~~~r------:.--+-------------------~
(/]
0 0 Range of values for data
"':I .,,:J shown In Figs 5 and 6 - - - - -
.g ~ 0.4t---------------------1-------------------~---------__;~.+-J.~~~~-------------------J 0 0
~ :e 0
cu cu 0
~~ 0.2r-------------------+---------------------+-----------.:..-_;._____-f-.31~-/4...J-..1-~--------~
o ____________________..____________________....____________________..._________________ ---J 10-4 10-2 10-1 .
- Shear Strain, y-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
LE GENO N8400
[Yd ROCK sL.om'
~ STRUCTURAL EXCAVA.TfON NOTES:
- 1. SEE FIGURE Z..... FOR ROCK SLOPE PROFILES.
- 2. ALL AREAS OF WEATHERED
~EDRQCK WERE E'XCAVATED AS SOIL ANO C~T AT 4 TO ~.
NSOOO I
/!+--Rock bolts installed in 21 slope
~:~~~t."o~o // I
~Excavations for column footings~
STR/TURE I, I
I N7600 I
~ 0 50 SCALE 100 IN 150 FEET 200 N7400 ---~
~I LIMERICK GENERA'nNGITATION
~I 0 0
,,,0w Ul
~I UNITS1 AND2 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 Header pipe N
weathered rock rock (oppx.) cone. encasement 260 240 250 SECTION D Hord, gray c o l c o r e o / 230 siltstone SECTION G s N Soil and highly Shotcrete 4" min.
weothered rock----....
260
===-- ~r=-:__
~-250 Gray, hard. induroted
~-
- NOTE:
(calcareous) siltstone and fine sandstone Compacted soil cover FOR LOCATION OF SECTION~~
over soil-bentonite I iner SEE FIGURE 2.5-41 SECTION E s
N 0 5 10 20 40 260 SCALE IN FEET
~~
~ ----- 250 LIMERICK GENERATING STATION UNITS 1AND2 Fresh to moderately weathered/-
brown and ton siltstone and UPDATED FINAL SAFETY ANALYSIS REPORT
) silty sondstone 1some cloystone; clay films on some bedding plo ns SECTION F SPRAY POND ROCK SLOPE PROFILES FIGURE 2.5-49 ,,