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LIMERICK GENERATING STATION UNITS 1ANO2 FINAL SAFETY ANALYSIS REPORT SITE LOCATION MAP FIGURE 2.M
NOTE: THIS FIGURE IS BASED ON THE U.S. GEOLOGICAL SURVEY MAPS OF POTTSTOWN, PA.
(PHOTO REVISED 1973), AND PHOENIXVILLE, PA. (PHOTO REVISED 1983).
LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT GENERAL SITE AREA MAP FIGURE 2.1*2 REV. 52, 06/88
NOTE: THIS FIGURE IS BASED ON THE U.S. GEOLOGICAL SURVEY MAP OF PHOENIXVILLE, PA.
(PHOTO REVISED 1983).
LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT SITE PLAN FIGURE 2.1-3 REV. 52, 06/88
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2.603. 786.5 ELEVATION 416 TWO HVAC VENTS FOR REACTOR ENCLOSURES N
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2,603,786.5 ELEVATION 416 HOT MAlNT[NANCE SHOf> HVAC N
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2.603.950 ELEVATION 416 THREE STACKS FOR AUXILIARY BOILERS N
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2.603,962 5 EL(VATION 423 FIGHT STACKS FOR Ol(S[L GENERATORS N
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2,603,786.5 EL(VATION 253 WATEA VAPOR/DRIFT TWO COOLING *OWERS N
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2,603.4 74.5 E
2,604,158.5 ELEVATION 764.5 SCHUYLKILL RIVER DIFFUSER DISCHARGE N
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2,603,021 ELEVATION 104 PLANT !'ARKING t
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LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT POPULATION DISTRIBUTION GRID 0-10MILES FIGURE 2.1*5
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LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT LOW POPULATION ZONE FIGURE 2.1*7 REV. 11, 10/82
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'tL----coNSERVATIVE ASSESSMENT Xia* 2.9 )( 10""4 1*
. !r' REALISTIC ASSESSMENT X/a.. 1.2 x 10""4
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10..4 LPZ 2043 METERS ESE SECTOR 10"'
0.01 IUl5 0.1 0.2 0.5 1 2
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EXCLUSION AREA BOUNDARY 731 METERS ESE SECTOR 11 72 TIME lltERIOD FOLLOWING POITULATED ACCIDENT (HOURS) jNOTE: Information in this 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 10*6 l
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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 ACCIDENT XJQ VALUE FOR RELEASE PERIODS GREATER THAN 2 HOURS AT THE LPZ BOUNDARY FIGURE 2.3.4-4 REV. 14, 09/08 I
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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 J uly/q2
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NOTES:
- 1. COMPILED FROM INFORMATION FROM DELAWARE RIVER BASIN COMMISSION.
- 2. (.;\\ INDICATES WATER SUPPLY
~WITHDRAWAL POINT; SEE TABLES 2.4-4 AND 2.4-5 FOR IDENTIFICATION OF USERS.
SCALE IN Ml LES 5
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PA-424 PA-423 INDIAN RUN AUBURN _______....,.
KERNSVILLE PA - 4 78 ___________
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0 10 SCALE IN MILES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER DAMS UPSTREAM FROM LIMERICK SITE FIGURE 2.4-3
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-UPDATED FINAL SAFETY ANALYS1S REPORT INTENSE STORM SITE RUNOFF PATIERN:.GENERAL PLAN Rev 08 JV98 Rev. 15, 09/10
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SITE RUNOFF INTENSE STO:R~ y POND AND PATTERN:GSTOWER AREAS COOLIN AGURE 2.4-5 Rev. 15, 09/10 DA-5
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RATING CURVE - SECTION D - D' 12+30 PVT LIMERICK GENERATING STATION UNITS 1AND2 Collection Point CP-2 ~Vicinity SECTION D-D' UPDATED FINAL SAFETY ANALYSIS REPORT 0
20 40 60 SCALE IN FEET 20 40 HORIZONTAL SCALE IN FEET DISTORTED SCALE*V*20H INTENSE STORM SITE RUNOFF PATTERN: SECTIONS ANO DETAILS (SHEET 1 OF 3)
FIGURE 2.4-6 Rev. 15, 09/10 4)
w w
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HORIZONTAL SCALE IN FEET DISTORTED SCALE: V* SH Rood El 256.0 (crown)
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264.0 El 253. 2 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT INTENSE STORM SITE RUNOFF PATTERN: SECTIONS AND DETAILS (SHEET 2 OF 3)
FIGURE 2.4-6 Rev. 15, 09/10 4)
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8 II I I I I I I I I I I I I I I I I I I L_I OUTLETS 1 & 2 1-1 I
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CIRC WATER PUMP STRU T.
U/l TURBINE BLDG RADW STE BL G IS)
Q OJ M
w 6
U/l REACTOR BLDG U/1 DIESEL BLDG Q I ISl i Q,
~I W' '
5 WATER 0
REATMEN BUILD NG U/2 TURBINE BLDG U/2 REACTOR BLDG U/2 DIESEL BLDG 5
Q ISi N
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TSC HP USTE AREA GML BLDG U/2 COOLING TOWER
~ /
Q Q
Q Q
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REPRESENTS AREAS OF FLOW PATH FOR SURFACE WATER DRAINAGE.
3 I I REPRESENTS STRUCTURES AND FACILITIES WHICH SHALL NOT BE REMOVED WITHOUT PRIOR ENGINEERING APPROVAL.
4 3
2 SIMULATOR LLC OUTLET Q
Q OJ
~
w TABLE OF ADDITIONS & CHANGES USE ONLY PRINTS SHOWING LATEST DATE UJ D~
~
DESCRIPTION
~
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NOTES:
- 1. THESE BLOCKS EXTEND FURTHER TOWARD NORTHEAST, BUT NOT SHOWN ON THIS DRAWING.
SITE PLAN FLOODING CONTROL AREAS LIMERICK GENERATING STATION EXELON NUCLEAR EJW EJW 07 /16/08 5 INCORP.ECR LG 13-00417 REV.1.
B I 1------L---':::..:.C---L_.....;:.;;__ _
4 21 RE'VlSFO FLOOD ZONE AT ISFISl J r
- ,..i 14 PAD FOR INSTALLATION OF 1 1 :::l J APPROl/£0 WALL ON EASTERN EDGE.
VV APPROVED I INCORP. ECR LG 14-00152 REV.3 i:: J J DRAWING NUMBER 5 22 REMOVED rooL sroRriGE J c m S K [ 3 l S 16 BUILDING AND ADDED FLEX
, W ({
GENERATOR STORAGE BLDG.
6 SHEET NUMBER SHT.3 REV 2
1 H
G F:
E:
D c
-i s*
A:
LIMERICK GENERATING STATION UNITS 1 AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT INTENSE STORM SITE RUNOFF PATTERN: SECTIONS AND DETAILS (SHEET 3 OF 4)
FIGURE 2.4-6 Rev. 20 09/20
H G
F E
D c
B A
8 7
v"lHS SLC-J-)fS N6400 1280 158 N6200 U/1 COOLING TOWER D
D 6
CIRC WATER PUMP STRUCT.
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2 1
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G SIMULATOR 111111111111111111111111..
LLC F
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' 1213 7
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ISl LO LiJ NOTES:
Q Q
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- 1. THESE BLOl<S EXTEND FURTHER TOWARD l\\ORTHEAST, BUT NOT SHOWN ON THIS DRAWING.
SITE PLAN FLOODING CONTROL AREAS g ~
DESCRIPTION
~ ~ ~
LIMERICK GENERATING STATION E
D c
B tJ:0~1N~co~RP~.E~c~s2~5~q15~REf;v.t~.~1~mfu~~ITT--::::-:-:-::--.--::::::::~E~X~E~L~O~N~N~LJ~C~L~E~A~R~::=:::::---,,--::-:-:-:---l 3 ~ADDED BLOCKS AND NOTE 1
\\\\
SCALE DESJGN DRAWN CHECKED DATE A
PER EC. [0-H,l-31
.11 5 INCORP.ECR LG 13-111"417 REV.I.£ B '(l------L------'-----'-------'---1-1_-I 1 21 REVISED FLOOD BARRIER AT J S s 14 EASTERN EDGE OF ISFSl PAO.
W APPROVED ---------- ------------- APPROVED 1 JNCORP. ECR LG l4-0lll52 REV.J, E: J J DRAWING NUMBER SHEET NUMBER REV 2
2 REMOVED TOOL STORAGE J
tn 1----"-'""""==-.;..;.;;.;..;.;;='"----+-=="'-'-=-==-+-'-='-I 16 BunmNGANn*nornFLEK wK SK C 378 SHT 4 3
GENERATOR STORAGE BLDG.
~
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1
10,000 300 2!SO ----
200 c
-~ c a; E I SO
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't IL 140
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100,000 o
From backwater study 0
From friction - slope - discharge relation ( Fig.2.4-13)
I Discharge - cfs 1,000,000 I
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I 111111111 300 2SO
.0 r.v l.Y-200
.r.1
?
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140 130 120 I
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I II I I 11 I I I 10 1,000,000 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-NORTHUMBERLAND COUNTY LEBANON NOTES:
- 1.
COMPILED FROM MAPS OF THE COMMONWEAL TH OF PENNSYLVANIA, DEPARTMENT OF ENVIRONMENTAL RESOURCES-(FORMEALY FORESTSANDWATERS)
- 2.
- (i)..... INDICATES STREAM GAGING*
STATION; SEE TABLE 2.4-9 CARBON COUNTY LEHIGH COUNTY SITE I
\\
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I c....-
/
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BUCKS
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MONTGOMERY \\........_.._ ~
COUNTY CHESTER COUNTY
/'~
ELA WARE COUNTY I
SC ALE IN Ml LES 0
5 10 I
5 ---
~~SYL\\,A~IA \\
I SCHUYLKILL
... JI..... {
L:~R BASIN~ ~
COUNTY LOCATION MAP LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER BASIN FIGURE. 2.4-8
130 1\\.../\\ /'-
v
'\\i......._
1101--~~-1-~~-4~~~+-~~-1-~~~~~~-+-~~--1~~~+-~~~~~_.;:~=---....+-~~~~~
10 15 l\\r-\\.r-,
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')
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N a::
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a::
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0 en CX>
co It) v rf')
N 0
FLOW IN 1000 C.F.S.
NOTES:
LIMERICK GENERATING STATION UNITS 1AND2 BASED ON REGIONAL FLOOD -
UPDATED FINAL SAFETY ANALYSIS REPORT FREQUENCY ANALYSIS PRESENTED IN USGS WATER SUPPLY PAPER SCHUYLKILL RIVER FLOOD 1672.
DRAINAGE AREA EQUALS FREQUENCY AT POTTSTOWN, PA 1147 SQUARE MILES.
FIGURE 2.4-10
CONTOUR INTERVAL 10 FEET DATUM IS MEAN SEA lEVEl 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 FIGURE U-11
APPROX.
PLANT SITE 356,000 C.F.S.
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 "UPPER AND LOWER CHORDS 11 REFER RESPECTIVELY TO THE TOP AND BOTTOM OF THE FLOW OBSTRUCTION PRESENTED BY THE BRIDGE SUPER-STRUCTURE.
160,...--,~..,.--.,.--....,..--..,_-===r==::ie::f===F==:=::::J===r:===i:==:J::J z
0 fi.
U.C. SANATOGA BR.
200,000 C.F.S
>~
~ ~ 140 t------~-----1------+-----+-----+------+---I 1&.1 99,000 C.F.S.
U.C. LINFIELD HWY. BR.
U.C. LINFI ELD R.R. BR.
-LC. LINFIELD R.R. BR.
l&J l&J u>
cto 53,900 C.F.S.
11..m LC. SANATQGA BR.
LC. LINFIELD HWY. BR.
a: ct 28 000 C.F.S.
~
120F~::;===r======i========:f:~:=:::~:==:::~::::::=:td Cl).,.:
I&..
a:
l&J ti
~
21,000 C.F.S.
100~.~~~!~.~~~~.~~~~:r:~~~~~.~~J~.~~
0 2,000 4,000 6,000' 8,000 10,000 DISTANCE DOWNSTREAM FROM SANATOGA BRIDGE 12,()()(\\'
LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT COMPUTED WATER SURFACE PROFILE AT LIMERICK SITE FIGURE 2.4-12
2
)C iii..
CL
~
c 0 t
~
20,000 100,000 l.S 2.0 3.0 I
4.0 s.o 6.0
~
/
/
10.0 20,000 100,000 o
From backwater studiH
Apparent Asymptote ( S=.000381 Best - Fit by eye trend I Used l Dischar9e - cfs 1,000,000 1,000,000 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
400 300 200 Blue Marsh Dom AJFWSD = 317. 5 38 36 34 32 30 28 26 24 River miles upstream of Limerick RIVER PROFILE SCHEMATIC 22 51!!!'tiiiil!!!!!5iii;l!!!!!!!!!i0;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;...i!!!!!!!!!!!!!!!!!!!!!!ls0;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;15i!!!!!!!!!!!!!!!!!!!~20i;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;25 MILES CONTOUR INTERVAL 100 FEET DATUM IS MEAN SEA LEVEL LOCATION MAP-FEATURES OF DAM FAILURE STUDY 20 Ontelaunee Dom
';! FWSD = 304. 2 Maiden Creek Dom
'V' FWSD= 397.5 400 300 cu cu LL I z 0
Plant grade El. 216.5l
~
UJ
_J 18 16 14 12 10 Birdsboro Section 0
1000 3000 5000 8
7000 Standard Project Flood 250,000cfs 6
4 2
9000 CROSS-SECTION OF SCHUYLKILL RIVER AT LIMERICK SITE UJ 200 100 Limerick Generating Station EXPLANATION:
\\7 FWSD = Water surface elevation at time of failure.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FLOODS DUE TO DAM FAILURE RIVER PROFILE AND DAM LOCATION MAP FIGURE 2.4-14
214
- PS EXPLANATION OBSERVATION WELL WITH ELEVATION OF WATER LEVEL IN FEET.
v
~So
"-. POTENTIOMETRIC CONTOURS IN FEET.
NOTE:
WELLS ~&AND0~600R DESTROYED DURING CONSTRUCTION, SEE UFSAR TASLE 2.4-21 0
200 400 600 800 1000 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2
(
UPDATED FINAL SAFETY ANALYSIS REPORT OBSERVATION WELLS AND POTENTIOMETRIC CONTOURS OF WATER TABLE, MAY 25, 1979 (sHEET10F2)
FIGURE 2.4-15
...... *\\~*
- P6 t;,O~
__.,'1,.
0 200 400 600 800 1000 EX p LANATION SCALE. IN FEET OBSERVATION WELL WITH ELEVATION OF WATER LEVEL IN FEET POTENTIOMETRIC CONTOURS IN FEET LIMERICK GENERATING STATION UNITS 1 °JiND Z UPDATED FINAL SAFETY ANALYSIS REPORT OBSERVATION WELLS AND POTENTIOMETRIC CONTOURS OF WATER TABLE -- MAY 31, 1988
( SH.E.ET 2 o F 2)
FIGURE 2.4-15
(
EXPLANATION
~ Public Ground Water Supplier Referencts:
Biesecker, J.E. Lescinsky, J.B. and Wood, C.R., 1968 "water R11ourcts of the Schuylkill River Ba1in 11 1
Water R11ourc11 Bulletin No. 3, Department of Forest and
- Waters, Harrisburg, Pennsylvania.
Hammer, P., 1976, "Water Service Plan 11 1 Montgomery County Planning Commissioa, Court House, Mortistown, PA.
0 10 20 SCALE IN MILES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PUBLIC GROUND WATER SUPPLIERS WITHIN 20 MILES OF THE SITE FIGURE 2.4-16
Reference:
LGS PSAR Figure 2.4. 2 2500 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 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 19 79 Hl'DllOllllAPH or IELL P-l
~.
of ot.fvmtion wls, -
1 For~11"
. **Fiture 2.
destroyed Miit P1, P2 Ind P4-.
- 2. J~~ction.
GENERATING STATION LIMERICKUNITS 1 AND.:ALYSIS REPORT UPDATED FINAL SAFET~Y_:A:::.:.:.:_____ I HYDROGRAPHSE~~S OBSERVATIO~ :REA)
(SPRAY PON (SHEET 1 OF 3)
FIGURE 2.4-18
=---~-
i I -. -----+-- _______.,. __
I'.
I:~
I'"
I~
i
-- I -
I
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P-9 I:
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-+--1-_
_J__ -~-----...--r 1,tv:,~1-~-+-+-+-----+-
I ~
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1SP-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-*----~---- --~----- ----- ---*-~- ---
--~ ~-
-~-----~-----,,--,,~-~
~~*-"~--~ -
~- --------'
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 __
llYlll!OOllN'H Of *LL P-11 UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS (SPRAY POND AREA)
(SHEET 2 OF 3)
FIGURE 2.4-18
<(
1979 1 980 1 981 1982 1983 1 984 1 985 1 986 198 7 1988 HYDROGRAPH Of ELL P-11 I P-12
~;---~----+----+------+-----+----+-----+-----+-----+-----+----1 HYDROORAPH Of ELL P-12 P-14 2~+---~:___t----+----.---t-------+---+------l----+----t-------+-----+---j
<(
~+-----+-----Tt---+---"-\\rl.-l+--.+t-+-----lf-+-,,__-+------+----+----1---~"++----~
1 979 1980 1981 1982 1983 1 984 1985 1986 1987 1988 H'l'Dmo.'ll'H Df *LL 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 I 982 I ::l BJ i---
I I
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1 I
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I
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j __
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1 979 1980 1981 19 82 1 98J 1 984 1 985 P-13
~~~ffl---t+l-l't-+-++-tt---+----t-----t--+--+----T---1 I ~ +++-----+---+----------.---~t----+t--
1 979 1980 1981 1982 1983 1984 llYDll-- OF IELL P-1J I 98 7 1988 HYOROOltAPH Of IM:LL P-11 l~sl
-~ -------
/\\
I 1'-)v
~ y I
I I
I 1985 I 98 7 1988 HYDROGllAPH Of IELL
~
- 1. For loc:8tionl of welh, -
filure 2.4-16
- 2. No'9 compr-i wrtic:lll _. of hydrolnphl of P11, P1hnd P14.
- 3. Welll P13 w P16.......... cluri111 on10inl
-.truction.... lbMdoned.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS
( POWER BLOCK AREA )
(StliET S OF!)
FIGURE 2.4-11
LL CJ)
..J
..J L&J
~
z 0
~
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LI.I Cl) m 0
z
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~
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z 0
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- 1.
Cl.
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I 0.0 I 10 20 JULY NOTES:
- t. For locations of observation wells see Figure 2.4-15.
- 2. Precipitation data from on site metorological station.
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; en U)
(.!:)
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en (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
- J
(/)
- E
~
z 0
t:=
c( >
w
...J w
300 200
- 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
- J
(/)
~
i-=
LL z
0 i=
c{
w
...J w
300
~I ml I-II
~I
(/)
c{
200 100------------------------------------------------------
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
- J Cl)
~
- u.
z 0
i==
<{ >
w
..J w
300 200 100--------------------------------..---------------------
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 BREADTH(FT.)
8000 10000 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS~SECTION OF REPRESENTATIVE PRISMATIC CHANNEL FIGURE 2.4-24
VlRGiN.4
- ~jJciRr1
- i. CARbl.!NA Nf'v"<;.
- >\\).S:T
- \\~(-,v~;
NORFC1;_ r<'
t*:,,)~~~:1~\\
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 UPDATED FINAL SAFETY ANALYSIS REPORT PHYSIOGFtAPH.IC DIVISl8NI FIGURE 2.1-t
0 10 15 lt["1"£NC£:
THll 111111".... 9 ""£"Al'l£D ""OM "OIHIONS 0" TM!'. "OLLOWINI U*l*l*I* TO"OCll'IA"HIC....,.l!WILllllNITON1 D£L*-N*J*-"A*-i.l0*,
lq&i 1 AND N£WAl'lll 1964.
HOLCNIY ADA"T!:D IN "Al'IT ""OM THI: "£NN* ml:OL
- Sll'IVE:Y HOLCMllCAL W." 0" "!NN, (960.
STATUE MILES NOTE:
PRESENTED IN PSAR AS FIGURE 2.5.8 ~
PREPARED BY DAMES AND MOORE.
KEY 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
_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 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL GEOLOGY FIGURE I.I-I
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n f'EET 2000 r::~~~~~~~~~~;;;~:::~~:r;~~~~~~~~~~~~::"""'vi:;~~==::;~~~~~~~~~~~~~~~~~~r-::t~~~~~=l~~~"f='~:;::~~~~~;--'~~....,~~~~~::~~~~~~~~~~~~~~~-;;:~rr~-200~
[
- 4000 REGIONAL GEOLOGIC SECTION -ANTHRACITE REGION TO SOUTHEASTERN PIEDMONT No vertical exaggeration
- 11000
- 11000
-10000
-12000
-14000
-111000
-11000 NOTES; I. Redrafted from the G1olo9ic Map of P1nn1ylvania, 1960.
- 2. Section *ut1nd1 from appro11imately Sunbury, P1nn1ylvania to about II milH Southw11t of W11t Cht1t1r, Pennsylvania, pauin9 within 22 rnil11 of the Limerick 1it1 throu9h 91olo9ically 1imilar terrain.
0 EXPLANATION
~~
~r~~:~~: :~~~~.~~~t)!l.Ji~~ ~~.~it=~
congl~r1te.~n N"" Oxford fonnatlon (Stockton equivalent).
l'EllllS'7!.~:1Ppppost-Pottsvllle fol'llllclons; p, Pottsville group - sandstone and congl..,,;rate with coal.
M!SSISS!PPIAN:Mmc Hauch Chunck fol'lllltlon - shale and sandstone;Mp Pocono group - congl-rate and sandstone.
DlVllRlAN: IJ<k Catskill fonnatlon, red sandstones and shales; DmKor1ne gray to brown shales, gr1y-wackes, and sandstones ;Oha Hamil ton group, uA-dl fferent1ated ;Dah Oriskany and Helderberg fol'!lllt1ons, undifferentiated.
~~~~~~~~.k*
.. ~~m~;e~~~~!:~S.:~1~~!~u~:~d llcKenz1e fonnat1ons, und1fferent11ted;Sc Clinton group;St Tuscarora fonnat1on.
OROOV"ICIAN: Central Pennsylvania -Or Reedsville fonN1t1on,U<I Curtin fol'!lllt1on,Ob Bl!f!kman~
group; Great Valley -0...Kort1nsburg fonnatfon,
&': ~~~=~~o a7~,!~~~~~. f~::;~~~=; f~=~. -
©"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-chlorlte schlst;Xw Wlssahlckon fo.-t1on, olfto-clase-mfca sch1st;Xc Cockeysvflle 1111rble; X1<11 Setters fonnatlon.
PRECAMBRIA":PC undifferentiated; 1 g1bbrofc gneiss and ga66ro; 9d granodlorl te; tt graphlt1c gneiss, gn granite gneiss.
FAuLT, arr[)Oj Indicates relative 1110vaent GEOLOGIC COIH ACT DIKES, peg1111t1te or diabase, as indicated z
SCALE IN MILES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL GEOLOGfC SECTION FIGURE i.1-3
ERA PERIOD FORMATION/ROCK TYPE THICKNESS IN FEET OUTCROP LOCATION CENO-RECENT AND RIVER ALLUVIUM 0-20 ALL AREAS ZOIC QUATERNARY AJt.:J TERRACE.DEPOSITS CRETACEOUS SAND, SILT AND CLAY 0 TO OVER IOOO COASTAL PLAIN DIABASE DIKES AND SILLS u
0 BRUNSWICK N
l.OCKATONG ~HO 0
TRIASSIC CJ')
TRIASSIC w
~:;r;- ~
500<rl5,000 LONLANDS
~
CREEK FACIE LITHCFACES STOCKTON FORMATION 3000 PERMIAN CYCLIC DEPOSITS u
OF SHALE, CLAY, COl\\L LIMESTONE 8 ~
PENNSYLVANIAN
~
POTTSVILLE GROUP
~ NOT SANDSTONE a caG.OMERATE CONGLOMERATE, SHALE.I PRESENT VALLEY MISSISSIPPIAN SANDSTONE AND WITHIN AND SOtlE LIMESTONE 25 MILES RIDGE OF SHALE N¥J SAM)ST~~.
SITE u
~VQNIAN WI TH 5
OOME LIME STONE
~
w Da..oMrrE, LIMESTONE
_J f
SILURIAN SANOOTONE, SHALE AND CONGL.Ot/ERATE C<l'JESTOGA AND PIEDMONT UPLA~
ORCXMCIAN BEEKMANTOllN 3000 AND LIMESTONE GREAT VALLEY
~
COM:>COHEAGUE AND GREAT VALLEY 1400 AND z
ELLBROOK LIMESTONE Pl EDMONT UPLAND
<i
~
a::
QUARTZITE, PHYLLITE 1900 TO 4100 PIEDMONT UPLAND
~
w AND DOLOMITE READING PRONG
<i
~
u Gl..ENARM I WISSAHICKON GREATER THAN SERIES SCHIST a GNEISS 9000 PIEDMONT UPLAND z
BALTMORE GNEISS
<i READING PRONG ii:
a:i PICKER ING GNEISS UNKNOWN I
~
AND PIEDMONT lPLAND w
FRAM<LIN MARBLE a::
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
--+-
SYNCl. I NAI. AXIS
-t--
ANTICLINAL AXIS
~
NORMAL FAULT
~
THRUST.CAULT UNO I F>'TRFr-. TI A fED FAULT
REFERENCE:
THIS MAP WAS PREPARFIJ FROM A PORTION OF THF U*S*G*S*
WAI.I.
PLANNl~G CHART, EAST AND WEST, 1968."
" I FR MAP PREPARED BY DAMES AND MOORE AS FIGURE 2.5.9 OF THE PSAR.*
I 50 25 50 100 I
SCALE IN MILES LIMERICK GENERATING STATION UNITS 1~ND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL TECTONIC MAP FIGURE 2.5-6
c:>
m 0
00
- t c:>
en<
-10 0,,
~....
z ::c J>m
- a,..
m-
>~
m
- a n
~
c:
"'D c
~
m c
GEOLoetc MAP OF THE LIMERICK-POTTSTOWN AREA 0
2000 6000 10.000 SCALE IN FEET
REFERENCES:
THIS MAP Wl.S PREPARED FROM PORTIONS OF U.S.G.S. QUADRANGLES; 80YERTOWN, PA., DATED 19118; POTTSTOWN. PA., DATED 1988; SASSAMANS\\/ILLE, PA., DATED 1968, AND PHOENIXlllLLE, PA., DATED 1988.,
CHESTER COUNTY PLANNING COMMISSION, 1973,CHESTER COUNTY GEOLOGY, CHESTER COUhTY PRINTING DEPARTMENT951'.
LONGWILL, S. AND WOOD, M., 1965, GRdUNDWATER RESOURCES 8ERkS COUNTY. PENNSYLllANIA,PA.
COMMONWEALTH OF PENNSYLVANIA DEPT. OF INTERNAL AFFAIRS; GROUND WATER REPORT W22,59P.
NOTE:
THIS MAP PREPARED BY DAMES -0 MOORE AS PLATE 2.2*1 IN THE lt'NL-fllCk GENERATING STATION GEOLOGIC flEf'OlllT.
11 ':
- .....J!l.
~>--t ~~~*~.~\\..,..
P"
'-'I W '--'*-- IWIWI
,_JllUD....
M*:..._,_ _,.,c -
uaan9a""'..
~,....
- 1a.-.Mll(....._.t
so*
79° 74° 73° 72° 43° a1*
so*
79*
77° 75*
74° 73*
72° 71° 70° 69° 43° 40° 39° 38°
r----+ 37° I
+-- -- --~4...
71° 70"
REFERENCE:
American Gtophy1icol Union, 1964, Boupr Gravity Anomot, Mop of tht United Stot11, U.S. Gtolo9icol Survey, Wa1hin11ton, D.C.
Scale 1:2,500,000.
0 100 150 SCALE IN MILES CONTOUR INTERVAL IOMILLIGALS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BOUGUER GRAVITY ANOMALY._,
FIGURE a.1
C5 c:
- D m
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- Z,
/
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/
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,m
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~ > :D
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... i AEROMAGNETIC
REFERENCE:
THIS MAP WAS PREPARED FROM PORTIONS OF THE FOLLOWING: BASE MAP U.S.G.S. 7.5 SERIES, llOYEIHCIMI, SASSAMANVILLE, POTTSTOWN AND l'HOENIXVILLE OUAO..ANGLEI (1-CULTURAL "EV*ION). Al~TIC MAP COMPILED BY Lkl.. l~H INC. FLCIMI 1114 BY GRUMMAN ECOIYITEIM, COfW'.
'~,
- ~ *'"'-**...... ~<..
~....
/
/' /'...
0 112 2
SCALE IN MILES INTENSITY OF THE LIMERICK - POTTSTOWN REGION TOTAL MAGNETIC INTENSITY CONTOUR= 10 GAMMA INi:ER\\IAL NOTE:
THIS MAP PREPARED llY DAMES AND MOORE AS PLATE 1.2-1 IN THE *4 LIMERICK GENERATING STATION GEOLOGIC REPORT.
E4000 z
IOTp:
For tocatien of.~1ical eurv-r*
....,....,. 2.5 -ZI.
- 2. For........ IDll of bOrl"I** **
Fiture 2. 5-tz.
3. Geolotlc sections A -A and 1-1 are shown on Fieu'" 2.5-10 2.~..:..11.
l 5
'"->* ('
C M-:Se *M-1
- ,...M-4* *M-2
[JOO()
~
0 0
EXPLANATION Exptorotory boriftll in which sampte1 were taken.
Exptoratory bori* conwerMd to ground water -.rvatioft welll.
Auter holft Auter holes In wltich W911 per meamlt* '"" were conducNd.
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.
8 I
- e z
ICAL[ IN
~[IT LIMERICK GENERATING STATION UNITS 1AND2 tr UPDATED FINAL SAFETY ANALYSIS REPORT TOP OF ROCK CONTOUM FIGURE 2.~I
NORTH 0
0 N co z
z 200 0
<[
w
..Jl~O w
Original ground SPRAY POND Boring Normal pool £1. 2$1 '
Borin9 P-1 projected 80'W)
I SECTION A-A (ALONG E3920 LOOKING EAST)
CIRCULATING WATER PUMPHOUSE Boring SP-22
( projected 80' W)
I 8 I COOLING TOWERS El.~
0 0
0,....
z 250 200 150 Borin9 238 PfOJected 80'W)
UN IT I TURBINE ENCLOSURE UNIT I SOUTH COOLING Boring 107 O
TOWERS
( projected 135' El g
Bor In" 106 I
Borln9 108 r,::Borln9 249
( project;d 140,El (projected 125'El Boring 110 (Projected 12o'E l Boring 276 (Projected 45'El REACTOR ENCLOSURE z / ',.. ojected 150' W)
I Borln9 25~
I Boring 109
,__......_ ________ £1. 2$6 t 1 Proj,ect,d 120 W l
( projected 125' El Boring 17
~ 250.
~-::.-:-- --;::::.~ ~ -:-r- --::;:-<
I l
(
pro1ected 20' El Boring 14 DIESEL GENERATOR ENCLOSURE 8orin9 9 LL I
Original ground
( pro1ected IO'El i=
~~~i~~I=~
0 0 co U')
z
~
- 111t1ton1 with 1nt1rbeddtd 1and1tone and thole -
- * * *.. _ l
.~)- * *...:.. * - *_:.. * -
"CLAY SEAM~*~*
- i. *::. * * * * :-. - * * *. * - * *- * * -
~ 150~,
centHfl ore commonly tradationol
-~~~~I~~ ~~~.. -
... -. '.~~I*.. *~~~*~ :.i~.*:*"]t~;:_J.. *;.*:.:.*::*~.*i*~._~".. §~
.. ~*~**."*.*~:.*.
~
(ALONG E3920 LOOKING EAST}
- -::.:H*:&f !D'~t~::21;}j:.-:~f-X.:\\{t
~
- :-. *-. *...: :-~d 0
ip1 ncir 0th;;;rd lo'*to 1a*, with-."*: *...-.*...:.:-.
-. -: :_: m;"!!.l:*:r-*-*!*m *: ~ "':: -: : J.<:.: {.
--. ~ *_: _:
0 50 100 150 SCALE IN FEET 250 200 150 100 50 0
I-w w
LL z
z
~
I-
<[
w
..J w
I-w w
LL z
z 0
j::
<[
LI.I
..J w
~:
For location of Section, see Figures 2. 5 - 9 and 2. 5 - t 3.
- 2. For Logs of BoriAQI, s FiQurl!
2.5 - 22
- 3. Section 8-B is shown on Figure 2.5 - II.
- 4. Boring locotions projected to section alon9 strike of bedding IN 75* E).
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SECAGN
WEST A
SECTION B-B (Along N6000 Looking North) 0 c EAST 0
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.
50 100 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SECTION FIGURE *a,t*11
ERA PERIOD FORMATION BRUNSWICK LITHOFACIES LOCKATONG LITHOFACIES i
TAI ASS IC 2
HAMMER CREEK LITHOFACIES STOCKTON FO.. MATION CONESTOGA DRCX>VICtA:~
LtMalTONE 81EKMANTOWN LIMEITONE CONOCOCHEAGUE IC
~
LIMESTONE ELB.. OOK LIMESTONE LEDGER DOLOMITE I
KINZERS
~
,_:oRMATION I
VINTAGE DOLOMITE L
IC ANTIETAM u
~
QUA,.TZITE HA APE RS l'HYLLITE CHICK I ES auA.. TZITE HARDYSTON QUARTZITE WISSAHICKON GNEISI z c BALTIMORE i
GNEISS c
CJ PICKE,.ING
"' f GNEISS From,.... Figure 2.5.14 THICKNESS IN FEET 5000-9000+/-
0-3000 0-15,000+/-
3000+/-
1000 +/-
2000+/-
900+/-
500+/-
800-1000 +/-
200 +/-
300<<>0 +/-
150 +/-
1000-1 !500 +/-
270 +/-
20-300 +/-
Gf1EATER THAN 9000 BASEMENT L~~v~\\_,Of' E)(Ji'riCI L._flUCK _,_ -..
SITE TRIASSIC LOWLANDS PIEDMONT UPLAND GREAT VALLEY PIEDMONT UPLAND READING PRONG PEIDMONT UPLAND READING PRONG AND PIEDMONT UPLAND LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT STRATIGRAPHIC SECTION SITE AND VICINITY FIGURE 2.5-12
H G
F E
D c
B A
m 5
8 10 6.8 9.4
@------------~~
-~L ____ *--*-**-----
0------
©-----
0'------
F __
olly _from_ tNn 11* inch-IO 1>8191y--lrom horo-aro 0-.
m Lou""" 112 inch a1 clay end,,,.. "~
o1on11 clay...,,, pat-"' boOOing.
Iii Ill Iii Ill Wol dlfined zono al_, 8'**1, llMply dipping joinlll within* zone llboul 6 IO 8 ft.-;
~olong-joinla F.-ZanoB-2to10incMoalclayond~n:ici<.-~~
~l<*Olnlwll--.-81010-of~---
Slnlng,-joinl.
z o
n o
1 1
4 1
o 2
i n
c M
o
~
o c
l l
n i
c i
..Zanoll-.noopoclol---.
F.-zonoup1D4--.~--,jolnlod.0119"131o4incMowilh
---.Zanoll-.noopoclol ___
V-llopo-lnn:ici<llqlCIOlng11D3ocll,clo,ei. 11ll1D1 lndl1Nek~plono
-lnl1D1llndlclo,ei.-..~-alclay-Na.Z.)
a.dp--b'f21D4loolalhon:toompollnlrack.
8 7
~ ~
UNIT NO 1-Turbi"' Enclosu,..
~if I@
~-.........
@~~/
16 Dl£SU OIL STOllAGE TANK EKCAVATION 8
r I
18
/
/
/
5 4
28 30 I,
I Closely spaced hoc turn 32 2 to 3 inchft of decompoHd rock
,i I to~ Te_eT
/
~~~f"~ 41 s---0 3
.. *-*-1 / Vf I
I I
DH-400 s i
I Q I
cb ~
OJ dJ Mh EXPLANATION Drill hol11 to invntig11te cl1y team R
N 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
_.L*"
Joint showing '1tt1tude.
A.re* wh.,.e fracture zones were treated.
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.
Al j A Geologic 10C:tion11hown on figu,es2.5*101nd 2.5-11.
SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEO LOG IC MAP POWER BLOCK EXCAVATION SHEET 1OF2 FIGURE 2.5-13 2
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, P:IGURE 138 - Fracture Zone A at Mh and N llnM Looking NE Into the dentel excavation, lmmedllltely prior piecing concr9te In It.
FIGURE 13C - Fracture Zone A at Mh and N lin*1 Looking SW along strike **dental concrete ii being placed in th* zone.
FIGURE 130 - Fracture Zone Bat D lln*
Looking SW along th* zon* after dental excavation into it. Paint In 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.
Th* zone here contained
- maximum of 2 Inch** of clayey material and decompoled rock.
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.
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 SUPPLEMENTAL PHOTOGRAPHS A THRU F, GEOLOGIC MAP OF POWER BLOCK EXCAVATION SHEET 2 OF 2.
FIGURE 2.5-13
f
- ~***
J L E G E N 0
~
INTENSITY UNCERTAIN
~
INTENSITY V 0
INTENSITY VI
~
INTENSITY VI I 0
INTENSITY VI 11 R E F E R E N C E:
1
-t-
--+-
SYNCLINAL AXIS ANT I CL I NAL AXIS NORMAL FAULT THRUST FAULT UNDIFFERENTIATED F,.ULT THIS MAP WAS PREPARFI) FROM A PORTION OF THE U*S*G*S*
11 1FR WALL Pl.ANNING CHART, EAST ANO WEST, 1968."
MAJOR TECTONIC FEATURES WERE TAKEN FROM A PORTION OF THE 11 TECTONIC MAP OF THE UNITED STATES 11 BY u.s.:;.s. AND A*A*P G.,
MAP PREPARED AS FIGURE 2.5.15 OF THE PSAR BY DAMES ANO MOORE; UPDATED FOR THE FSAR.
0 25 50 100 150 SCALE IN MILES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SIGNIFICANT EARTHQUAKE EPICENTERS (1737 THROUGH JANUARY 1982) AND REGIONAL TECTONIC MAP FIGURE 2.5-14
. \\.
1*
MARYLAND WILKES-BARRE BETHLEHE CD ALLENT~
PENNSYLVANI:
tJBANON
- WILMINGTON
--r
' \\
' \\
IDELAWARE
\\
0 I
DOVER
\\
~
0 Delo wore Boy
\\
75° I
0 NEWARKD NEW JERSEY 41° EXPLANATION
©2.1 Intensity uncertain. Number, represents magnitude if given, Intensity ill 0
Intensity nz:
Intensity Y.
0 Intensity JZI Intensity E NOTE:
An asterisk ( *) by a cluster of 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.
0 25 Miles LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EARTHQUAKE EPICENTERS Wll)tlN 50 MILES OF SITE FIGURE 2.5-11
43*
- ~~:\\,~~:>TAU)
/t4-'**~:.:
- t1jl'
~---
,' \\..
I I
'\\
I,
I I
I I
'"£!°--
Miles EXPLANATION TectOlllC,,..,111ee llcMlllery (...... wMn o,,,_ilMfe ar IMeflllll*)
REFERENCES:
~~~*~:..~;-
Geolotic9 Hl(llllmJ -
s.ri.1, No. 10.
Callee, G Y (cMinMnl, 1112, "lllctDllic -
ti tlw l.Wlit4..._, U.S.Q.S. / A.A.N.
E...,, A J., 1112, Slnll:tlnl _..., of Nori~ ~a, 2IMI Ed:....,.. _, lllow llltur* 7.1)
Hadley, J.I _, o.iM J. F., 19111, Wli dle*llc of Ille E...., l.lllltM 9Mlel: UU.S.....
W-'20 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 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TECTONIC PROVINCES FIGURE 1.5-11
60 50 40 CL
~
)(
CD "O
c
>- 30
=
u
~
fA 0
Ci: 20 10 CL-ML ML
/
10 20
~ v CH v
/
~
v
~
I\\'
v
~
CL
- . -- /
.. ~ ~*
MH o r OH
- ~~
I l,.(.".~ L or
/"'
- OL 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~
IN lb...
0 2
NOTES 4
8 01+03
---,KSF 2
- 1. ALL SAMPLES CONSOLIDATED ISOTROPICALLY TO AN EFFECTIVE CONSOLIDATION PRESSURE OF 1 KSF.
- 2. POINTS PLOTTED REPRESENT CONDITIONS AT FAILURE.
- 3. DESIGN CURVE WAS CHOSEN BASED ON THE CORPS OF ENGINEERS' RECOMMENDATION THAT TWO-THIRDS OF THE TEST VALUES EXCEED THE DESIGN VALUE.
8 10 SINf
- TANi<
, _ 33.5° 12 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
SUMMARY
OF CONSOLIDATED UNDRAINED TRIAXIAL TEST RESULTS OF IN-SITU SOIL FIGURE 2.5-18
w >
a:
u z
CJ en w
c I
I..
I z c IC t;
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ll e I...
u >
u
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uo z II CJ 0 c;; i=
w <(
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mt,,__ _____________________________________....,...
CYCLIC ITRE* RATIO LIMERICK GENERATING STATION UNITS 1AND2
- 1. ALL SAMPLES CONSOLIDATED ISOTROPICALLY TO AN EFFECTIVE CONSOLIDATION PRESSURE OF 2 KSF.
UPDATED FINAL SAFETY ANALYSIS REPORT
- 2. NUMBERS INDICATE TEST NUMBER DESIGNATED BY GEOTECHNICAL ENGINEERS, INC.
SUMMARY
OF CYCLIC TRIAXIAL TEST RESULTS
NOTES:
I.
For location of geophysical surveys, see Figure 2. 5 - 2 I 2.
For 9f'aphic lo9* of borin;s
- see FiQUrt 2.5 - 22.
0 0
0 EXPLANATION Exploratory borin;s in which samples were taken.
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.
Test wells Test pits
-~-250-Contours on orioinal ~
s~rface; contour interval 90 tMt.
200 400 108 109
'900 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SITE EXPLORATION FIGURE 2.l~tf
/
./
EXPLANATION 0
!90
- so
=-
rep rr ICALI IN 'ilT
---==~G;EEtN;EaR~A,1TrlllNG STATION LIMERICK D 2 UNITS 1 AN NALYSIS REPORT UPDATED FINAL SAFETY A==----
I IURVEYI GEOPHYllCAl FIGURE 2.1*11
/JE,-TH IN FEEr IO 50 BORING 1 JUll'l/tl:E ftltllrlOll
+ 187. 4 I ML EJRUNS1";i l K SHAL[-1 NTfRAEDOfD RFOD 1,;q-(<l<<J1W, ro :iR.. Y SILTSTONE ANU FINE GRAINED PUll* 1 ~11-riRO~\\N SANDSTONE SANDY ::.ILT~T<JN[ (Mulltf<ATfLY ltl\\HD)
REDDISH-BROWN SIL TY Sl\\NDSTON[ (MOOfRl\\TELY HARD)
REDDISH-BROWN SILTSTONE (HllRD)
(r.111ss111E)
CiR~YISlt-Af1DWN FINf GRAINED TD MfOl\\,IM GR~ I Nf D SANDS TONE l<f"DDISH-llHOWN VEtn FINE GRAINfD SANDY SILTSTONE (MODERATEL'I' liARD)
""'~t.----4 GF<AytsH-ARDWN vf'RY FINE ro FINE GRAINED
- "H C l!Er I SANDS TOHE AOR I NG COMPU'.TfO ON I 0-8-Eg CASI t<3
'0 I\\ OfPTH OF 10 1 300-Lfi. HAMMEii @ 18 11 Fl\\LL 1'"1[ < LEVEL (i ')'JI 011 10-24-(;'1 BORING 3
~
A6WITIO# + 190.01 aJJW COU#r 6Y.at.I 0
~--
..... ~~~--,__ ________ __
56/5 11 II 66 II
"-'_E..
~ ~~
40-1~
'0-ML RcD SANO~ SILT WITH HOCK FRAGMEN'S tHHIN'iW 11,K :;HALI *10 no I Sit""'11HJWN S... N[JY
'*IL"' :Ot/I WI 111 :;H... L!" J>l\\ll 1 tN<,5 REOOISH.llFWWN FIN[ TO.WDIUM GRl\\INED S'°'NDSTONE RED SHALE'I' SIL TSTON£ (wo1 UM H... Ro)
"Uf<PL I SH.GRl\\'I' 'FI NE GR'°'I NED S'°'NOY SI LTSTONf. (1tARO)
Rf. [l[l I SH.!'ROWN TO GflA'I', FI NE Gil'°' I N£D SANDSTONE RED FI NE GR'°' I Nf:O SANDY SIL TS TONE (HMIO)
BORING COMPLETED ON IQ-q-f:g CASll<G TO ;.. DEPTH OF 15' l40-L'3. HAl.'MF<<@ ~0 11 FALL
- .:i ~.'TE~ II~ eORI *.G o~~ 10-24-Eg DEPTH IN FEET RO 50 IOO 110 130 100%
140 100%
150 160 BORINe 2
~
AIWITIOll +191.51 fEW THIN SANDY SILTSTONE LAYERS BRUNSWI c~ SHALE-REDO I SH-BRDwr1 SANDY SHALf WI Tli SOME SIL TSTONf (HAr<O)
WE"A fHERED IN PART
'.J REDDISH-BROWN SILTY FINE GRAlr-e:OSANO-STONE INTERBEDOEO WI TH SHALEY SANDY SIL TS TONE (HARO)
RfDDISH-GRAY FINE GRAINED SANDSTONE (HARO) FRIABLE IN PART FEW TH IN SHALE SEAMS LIGHf GREEN FINE GRAINED SANDY SHALE (MfD I ~M HARD)
REDDl5H.FlROWN FINE GRAll;EO SANDY SILT-STONE (Mf"DIUM HARO TD HARO)
HEl)O I SH-Rf.OWN F 1 lllE TD Mro I l!M liRA I NrD SANDSIONF (llERY HAflD) FlllABLt:
JIC::litt:==+/-~"roo1sH-BHowu SLIGHTLY SANDY SILTSTDNr REDD I SH-BROWN Fl NE GRAINED SANDS TDNf" RED SANDY SIL TSTONE-SHALEY (vERY HARD)
C.RADI NG RFOD I SH-G'1AY ANO VERY SANDY GRADING SIL TY ANO 5HALEY GRADING LFSS SILTY GRACI NG SILTY BROWN MfOIUM GRAINED SANDSTONE (VERY HARD) L IMDNI TE STAI NIN<>, FRACTURED GRAQ IN, '>f'fEN I SH-GAA>
LOAL LAM I NAE Gf*AD I ~JG BLUE I SH.GRAY GRAD I NG REDD I SH-BROWr"-J REDD I SH.BROWN SIL TS TDNE (HARO TO
\\IERY HARO)
SHALE Y ZONf BROWN I SH-GllAY F 1 lllE GRAINED* SANDS TONE (HARD)
RED()I SH.GRAY fl 111£ GRAINED VERY SANDY SILTSTONE, MAS 0SIVE 0
(llERY H/lRO) liRADING SHALEY IN PART MliLTt*roLOl1FD ClA[f.N TO GRAYISli-PUf<PLE f I Nf 1JRA I NED SANOSTONf (HARO TO Vf RY HARi))
Iii (11)1 !ill-AROWN SIL TSTOr-1: (11rRY HAnu)
~RllWNI :;11-1>HAY SIL TY lll"RY f IN[ GHAINf O SANOS TONE (HMO)
RlDDISH.GRAY SILTSTONE (HARO) liRAY VERY FINE CORAINEO SANDSTONE MASS IVE (VERY HARO)
GRAOIN(j LIGHT llLUEISH.GRl\\Y lllTH FEW THIN SHALE PARTINGS CLAY SEAMi ClRAOll\\IG SILTY AlllD GRl\\Y IN C'D*.DR F I Nf TD MED I UM G RA I NED REDD I SH-llROWN SLIGHT~ Y SANDY 51 L TS TONE (HArrn)
RORI N *>
COM PL f Tf D DN I 0*1l-t;g
!ASINfi TO" Df"PTH or 1 1) 1 1110-L[l. 11/l~ll j
¥'1 11 F/lLI 1111111" LfVfL I: sn 1 Diii I IJ*;YI~ ')
BORING 4
...... AIWITIO#
- 186.0 1 aow COIJNr.$Yl#Ot.6 0 ---
64 IO eo 30 40 50 ML l<EDDI Sti-BfiDWN SllrlOY AND CLAYEY SILT f\\HUNSWI CK :;HALE.BR I CK HED SILT*
!iTDNf lo401*£ flATrLY f"R.U'.TUHEO RFD()! sH-llllOWN FI Nf r;llAI NED SANDSTONE HEOOl~.H-BfiOWN FINE GRAINED SANDY SILTSTONE REDDISH-BROWN FINE GRAINED SILTY SANDSTONE (HARD)
Rtnl)I SH.BROWN SHALEY SIL TS TONE (HARD) 60 -----* ------
BORlr.G COMPLETED ON 10-9~CJ CASING TO I\\ DEPTH OF 10 1 140-LB* HAMMER@ 30 11, FALL DEPTH IN FEET IO RO 30 40 60 IOOJ WATER LEVEL @ 30~
1 ON IQ*24-(,g BORING~
~
AIWITIO#
- l~.8 1 Rf DOI SH.BROW~' SANDY
-~[:'O CLAVE> SILT BR1Ct< RED *cOECOMf'lJSF.:D) SILTY SHALf (HARO)
GRADING WI TH ROCK FRAGMENTS GRAD I NG FI NE SAND BRUNSWI Ct< SHl\\LE-REDD I SH.llROWN SIL T'I' SANDSTONE (HARD)
REODI SH.BROWN 51LTY SHl\\LE'r SILTSTONE REDDISH.BROWN FINE GRAINED SILTY SANOS TONE RtDOI SH.BROWN SHALEY SILTSTONE
+ Rf"ODISH-!!ROWN GnAINED SILTY SANrSTONf Rf OD I SH-flRDWN StiALEY SILTSTONE (HAHO)
REDDlsH*llROWN VERY FINE GRAINED SANOY SANOS TONE eoR 1 ~ ~OMPL r, rn oN I 0-9-Eg CASINWI (;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(
RED SIL TS TONE SHALE>
GRAD I NG SANDY RFODISH.GRAY TO GRAY FIN[ ClRAINEO SANDSTONE GRACI NG COARSER REODI SH-GRAY SIL TS TONE (HARD)
GRAY, VERY Fll\\IF GRAINED SANDSTONE RF.DOI SH-GRA1 SIL TSTONf GRAY M/lSSI\\
Fl'Jf. GRAINED SANOSTONI:
GRADI':~ MFDIUM ro COARSE GRAINED FR I /
A':D POHOUS RED SANDY SIL TSTDNE WI TH SHALE PARTINGS (HARO)
BORING COMPLETED ON 10*1 ~- oCJ CASING TO A DEPTH OF ')I 140-LB* HAMltlER@ ~
11 FALL WATrR LEVEL @ 50 1 ON 10*24-ECJ
~Hf FIGUl<f:S lfl HiE COLUMI. LABELLED 11 11LOW COUNT" 0
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[
FOOT INTO THf UNOISTUR'lEO SOIL.
Tiff o.;r,1rs & MOOF<E SAMPLEH Is '~" o.o. ANO 21" 1.0.
lti[ STANOARD SPLIT SPOON SAMPLER IS 2" 0. 0. ANO I ~/8 11 I
- 0.
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
!HE Ef'GlrlfEl<ING PPOPERTIES Df TliE SOIL*
SOIL SAWLES WERE OBT/l.l~IED IN ALL BOl<INGS riUMBrHEO IC(; *NO HIGHER USING A STANOAAO SPLIT SPOON Si*MPLffl ADV/l.t;r:fO BY A 140-LB* HAw.tER F"'LLING ~Q".
WHEN ROCK WAS CORED, TliE FIGUHF'S IN THE COLUMN LABELLED 119LOll LDUrH 11 INDIC1\\TF THf P[HCHITr*GE OF HOCK l!El:OVERED IN THE CORING i;ur.
11-~DIU*Tt.D TO Tiff RIGHT or lliESE FIGURES !!Y HEAllY BLACK LINE*
t::LfV"TIOl'.5 Rt:rEH TO U*S*G*S* Df,TUM*
F.Jri LOCATIONS, 5££ Flc:iUIU 2.i*20.
LO<lS PR£PllFU DIV OllMlS AND MOOtll.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GR#NICL081 SHEET 1 OF37 FIGURE u.11..
,.,,,, i Ill FEET BORIN8 7
~
AIWITIOll *198.9' 0 ""'!~-
)2/E" 11 IO 10 30 OEl'TH Ill FEET IO 10 30 50 RfDDI Sfi-&llO*tJ CLAYO ANO SANDY Slll.t WI TH ROCK FRA~Mf'.NTS DRUNSWI t:K SHALE.RED 91 USTONE HllJHL.Y IV~A Tli[R[ 0 R£0 VERY "'N[ ORA I N[O IANOSTON<. (Will I vr)
NED r* I Nf ()RI' IN( 0 SANDY 11 L Tl TOf,j[
RfO Vl'RY FI Nf" GRA I Nf"D SANDSTONE Hf fl :lfi,6.L[Y SIL TS !ONl 0
HI U VI 1n t INf. t'il\\AINFl'I 1,1<1\\lllNtl liltA'r SANll:i IONE (HARO)
<.WADING TO MEDIUM GRAINFO GRADING TO FIN[ GRAINFO l'IEODI SH-8ROlllN SIL TS TON£ (HARO)
GRAY REDDI SH-SROWN SIL TY '\\/[RY FI NE c; l~A I Nf'.0 SANOS TONE Cl l<AO I NIJ ro liNll' I SH-BROWN
<lRADING MEDIUM TO COARSE GRAINED
!'(!IRING <:OMPLETFO ON f0-10*(g
!SING TO
~ DfPTti OF 101 r4D-LA* Hf*MMER 1' "501l FALL i!reff'1 LEVEL f.i' 45 1 ON 10*24-Eg BORIN8 8
$U11R1C6 A6VITIOll +201.E' HfD SHlllfY SILT ST<FF BRl'"lSWI CK SHALE.RED 5HALEY SIL TS TONE HI :iHL Y BROKEN
!RO*N T.O uRAY FINE GRAINED 9ANu.,coic.[
(HllRD)
GHl\\01 NG COARSER Rf.0015H.GRAY SANDY SILTSTONE uF<."
TO !ROWN IKO I UM GRA 1 NED S,._NOST0H£ I,;T(f<llEOOEO VERY sAr<Qy s IL TS TONE ANO RE:J 5HllLE) SIL TSTO,JE GR~Y FI t;E TO MED I UM GR!\\ I NED SANDSTONE FRIA8L£ RED SANDY SIL TS TONE (vERY HARD)
!'OlllNCl <'OMPLFTf'O ON 10-14-f.:C)
Cf,SINCl TO A DFPTH OF 10 1 1110-LB* HAMMER l*f ~0 11 t'ALL 11/ITEI< Lrvf.L (<r ':i02' OtJ 10-2'+-Eg DEl'TH IC:
IN FEET BORIN8 g Ml/llT/lit:6 AIWlf10ll + 20 I
- I I t:Of/llT nl9<<*
0 - --
"""'P"".... ----------
75 "
RfOO I SH.llROlllN SMJDY SILT (TOP SD IL) 56 II IO~
10 I~
30 I~
I~
IOO I~
110
~
/30-841 140-1~
160 551 ML P.F:DDI s... "'llflD.Wll< SANOY AND CLAYEY SIL r WI TH INTfRBFDDrD lllOCK Lll'IERS lllHIN!lWI C'I\\ SllALI *RfDDI SH*t;llA) llill l~l Ullil
"""I Nr
~llNOSJDNf'. (11i11m TO VFllY 11111m) llUID I,;11-AHOlllfJ Vf RY SANDY
~IL I~ rorJF INTf.<lll"llOFO WITH FINE GHlllNfli SANU-STONI: (vrHY HAHO)
GRAD I NCi SHAL! Y GRAY.... -n1u1111 (illAINED IANDSTONf tvrnv HAHD)
Ill GllLY WfATllfREO ANO POl!Ol<S FllOM
- 25. 51 *2~:.4 1
lfDDI 511-Cif!AY FINE GRAINED SANDSTONE Hf OD I SH-f\\llOWN SHALE REOOI sH-l!ROWN SIL TSTONF (vEHY tlARD)
GRAD I NG SAND\\'
REDDISH.BROWN TD GRAY FINE GRAll<IEO SANDSTONE (vERY HARO)
REDDI SH.BilOWt: SIL TY SHALE AND SILTSlONE (I NTERBEDDED)
GRAO I NG SANDY REDDISH-BROWN FINE SANDY SIL TS TONE (vERY H~.Ro)
REDDISH-GRAY VERY,-INE TO FIN[ GRAINED SANOSTONf (HARO TO llERY HARO)
INTERfffDOtO RFDOISH.GRAY vfR\\ Fil;[
CiRAINI 0 10 F INF GRAINED SANDSTONE AND REODISH-GRAY SANDY SILTSfONF (vrny HARD)
REDDISH.GRAY VERY FINE TO,-INE GRAINED SANDSTONE
( vERY HARD)
REDDISH-BROWN SLIGHTLY SANDY SILTSTONE SHALEY IN PART (vERY HARD)
GRADING SANDY R~ DD I SH-GR A y MEO I UM GRAINED SAr..os 10'.E REDDISH-GRAY TO !!ROWfo,; SANDY SIL TSTO~'E llROWN MEDIUM GRAIN[O Sl\\NOSTOMF, FRIABLE REOOI SH-!!ROWN SIL TITONE (vER' HARD)
I NTERIEODEO REODI SH.Gltl\\Y SIL TS TONE ANO Fl "-E TO ME 0 I UM Gl'IA I NED S'"NDS TOt.E (vERY HARO)
GRAOI N:; SHALEY REDD I SH.!!ROWN SANDS TONE-SLIGHTLY FR 1 AllLE REOO I SH-!!ROWN SIL TS TONE (VERY HARD)
SHAL EV GRAY FI NE CJRA I NED SANOS TONE (VERY HARO)
~F DD I SH*t1RDWN SHAL EY SI LT STONE;, (HARD)
GRAY l'INE GRAINED SANDSTONE (vrRY HARD)
RFDDISH.ClRl\\Y SANDY SILTSTONE (HARD TO llEflY HllRD)
GRAY FINE GRAINED SANDSTONE (vERY HARD)
GRl\\OING MEDIUM TO COARSE GRAINED HI Cllll Y
~*RACTURED CiRAD I NG Rf' DO I SH-GRAY Rf OD I sH-~ROWN SANDY s IL TS fDNF (vFRY HAllr>)
!IORI NG COMl'LET!O ON 10*8-Eg t'llS I NG TO A Ofl',TH 0,- I QI 140-L R.
H*'~,._,ER ¢l '0" FALL
)IAT['l LEVEL C' ~4} 1 0~1 IC*21r-EC)
IJEPTH IN FEET IO 10 30 DEPTH IN FEET BORIN8 10 Bl<OW~' "<Nf~Al'Jl!:D SllNDY SILT, TOPSOIL (MF 0 I LIM S 11 f>)
"Rl<NSl'/ICK Sl*Au~-flRICK RcD FINF: SANDY SIL TSTOIJr' Q,l,DLY WFATHERCO "n0oll'Jf5H-G"ll' FINE CiRAIN[D SA~IDSTONE (H.. RD) flFl;t< :efO CLA\\Fy SILTSTONE (MEDIUM H,._RD) 1111~1t1 Y 111'1 1l/1\\r*n 11r.it'.10IMTrP r-1rnM I ** 11 I l c I l *
~ !
1,:'HP.1'J
'rJ1.*::L:--Tc-o O
(')-IC:-~'?
(.-.;tt 1'l 1(~
n~~*TH or-I r;f f '1')-L*
!1"1r.~ f."1.l
~')fl,-,*t.L
- .'i Ci., Lr,,r*L,;, IX.< CI 10*211*('1 BORING 10A a.ow 0 ~T $YllMJt.$
IJE$ClfJllTIOI#
IH:11DI Sll-l'l'CJW~
- il<l\\VfL A'lfl Sl'ND
~(.
C,7.
IO RO 40 11 ML Sp..+GM (DE'::;F)
DARK ~ROWN 'O 8ROWN SILTY GRAVELL' SAND f.*1ir*~'.'.I Slf t_r--
l lt'1'1T (J.~.ay f/l""DI U'J TO
'o:. )~Jr-r,;
1 **=-*) c;;.1 CSTOrir (Ht*t~o)
REDDI SH-gfWW" SIL l STONE (HARD)
SHAL EY IN
~~.Ar CALCI 1E S'Rl'JGERS AND INCLUSIONS TRAC:F: *Of SllND
- -- SHAL FY ZONF.
Rf DD I SH-A'lOW"J SIL Ty Vl!'.RY.-INE GRAINED SANOS ror!t l r '~Ct*
... !!'!'11!!... --""'f"*
P.F:DDISH-BROWN SIL 'STOIJE (HARD)
I!"'...,..... __ -+\\
FFlli CALCITE INCLUSIO,JS AND STRINGERS t
REDDI SH-BROW"J FINE GRAINED SANDSTONE (HAl<O)
FE:8~LE LO'IF:
P.~DDISli-RR'.JWIJ VERY FINE TO FINE
~RAINED SANDY SIL TS TONE (HARD)
RFDDISH-RFWIVN '0 GRAY SILTY VERY FIN[
<iRAINE:D SMJflSTONf (HARD) rn*P L F ZONF "EDD I ~H-flRO\\WJ s IL rSTONE (HARD) n:w r.ALCI T" INCLUSIONS TR/\\(f OF sr**:o
<'U"lll(i c o*,WL<'TrlJ 0" IG-1.~-(')
<Jl!IG 10 fl n 1-PrH or 15 1 300*L* 1..
Hf'-':fN"I~ ~~*
l~fl I 11.'LL
\\~. 1 Jr*~ L1' r1.
r-10r itr *or<oFo DEPTH IN FEET
.55.
BORING 11 Ml/llT/lit:6 AIMm9 + I BE.EI
~2
- ML JO 521~"
NOTES:
l!RUNSW' "~ SHALF-Rf"D SIL TSTONF (HllRD)
Slil\\L "Y WI TH CLAY FILLINGS GRAD I NG SANDY vc-~y S,lit-;D' 0,.t.PK 9POW'J c-I t~f Gt'J~. I t-J~D S,A*'.OSTQt:~
(11,.r-o)
RED SA<JDY SILTSTO,JF (H~oo)
DAii>: 8 "OWN > I ~JF: GllA I Nf ll 3M/OS TON[
llED vf"ln SMIDY SIL TST0'"
ROfll rit;* COM~U re I) 01 1n-1~-E')
S"; TO t
,,,~Tll ()>"
11 1
~'.'/)-L~*
H/~.~1.~c-:-
r P~
11
~/*LL WtTEC. Lr*/l'"L (i )I,,' O'f 10-21J~'.l
- 1. See notes on Figure 2.6-22, Sheet 1 for Mtditionel expi1n1tion of log1.
- 2. For loe1tions of borings, Me Figure 2.6-20.
- 3. Logs preP1red by Ownes 1nd Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGI SHEET20F37 FIGURE 1.1-22'
DEl'TH IN FEET SORING 12 a.ow COl/f/IT $Yl#OI.$
IJE~T/Oll6 0 *---
.. :o If O
~o 11,,
gs~:,
- o DEl'TH IN FE Er
-=
ML Rf OD I s11-enow"t SAr;oy AIJO CLAYtY '51 L l GRl'Dlt'~ WI TH WE1'THfRFD POCK FRA'l'-~JTS f1RU"J'~.' I* K Sil.ALI -1*T0:11 SH-,,r.. owr.1 .:-Hl*Ll"f 51LT<;T0'JI (HM<ll)
MA'iS-1 VF fWD \\/f" 1<'\\ f'IJ'ff CH~AINEO SANOSTONr (vrnv HARD) i'<Jl,lflG '(Jt,1rL1 f'**u 0 IC/-1 I-('!
('1*SI':<; Tri p L1Ff TH 0* 11'
~'Y}-Ln*.11 l'nFL~ '1 JO.",-/\\LL 1.AJt*Tr Ln 1rL Ji/,
Of>-t 1r)-211-r-)
BORING 13 a.ow COUNT $Yl#Ot.$
- 6f::llPTIOI#
0 - - -
IO 60
'"I) 1:LA>I \\' >>IL 1 WI TH
~H1\\LI IJOCK I,~*A\\-iMt:N rs
!ll<l"J,,1111 !:K SHl'Lf'.RfDOI str*trnOWN S1'Nlh TO VI l<Y SM JOY s IL rs fONt"
?" s>l*IDS ro~ff LAVER
!IROWN TO REDD! sH*l!ROlllN MEDI UM GR1'1NED SllNDSTONF: (H1'RD)
~EDDJ SH.!lt!OW': SILTSTONE (HAllD)
SHllL*F ~
R[DOISH-~f>O'll~I TO l!ROWN MEDIUM GRAINED SAND~TOlff REDD I SH-BllOlllN SILTS TONE (HARO)
SH/ILE Y REDD I SH-!!ROWN TO GRAY 51 l TY VERY FI NE GR/I I NED SANDSTONE REDD I SH-!!ROlllN SIL TS TONE REDOISH.!!ROlllN TO
<JRA~ VERY FINE GRAINEC SANDSTONE 1101< I N(.l COM"L E HO ON I 0- I 5-E9 1*11s 1 NG TO p.,
DE.. TH OF 51
'.j00-LB* IW*~MER@ 18 11
!'ALL WAHi< LfVFL (I) 521. ON 10*211-f:')
DEPTH IN FEET BORING 14
~ACE Al.. TIOll +214.1'
~
$Y*W<<$
0 -.
g~ ~
DEPTH IN FEET c I ML HEO CLA'I y SIL r (sTlcF)
BRUNSWICI( SHALE.HIGHLY BROKEN RED RE8 1
~ rcrn~g.,E (HARD)
GRAOINCi SANDY SHALfY GRAOINCi VERY SllNDY F RAC TUREO /IND !IROKnJ FROM ~r:
- 5 1 TO ~7
- 5 I REOOISH-GRllY TO !IROWN FINE TO MEDIUM GRAINED S/INDSTONE PARTLY FRIABLE.
GRP..OING COllR5ER RED SANDY SIL TS TONE BORING COMPLETED ON 10-13-69 1~5:~~. T~,,~~~P@H I gr.
~' 2~ L WPTFI< Ll:Vt"l P.1 'J6f ON 10*..:-'1""1/)
BORING 1!5 a.ow COUNT IYl#Ot.$
- M:lfll'TIOI#
0 -----
ML eo 30 40
$0 f(f(IJ,.,'j.',11" '...illALr-kE OD I sH-Ol~OWN VERY f* IM (.lHAHffO SANDY SILTSTONE GtlAYi';H*BllOWN FINI' GHAINFl> SANDSTONE (tv-no)
INTER!!EDDED RfDDISH.llROWN SIL T5TONf'.S AND REDDISH-BROWN Fl*tE Gl<AINEO SANDSTONES
( VEi<Y tiJ'.RO)
BORING COMPLFTED ON 10-10-69 CASING TO f*
DEPTH OF 10 1 1Jl0-LB* HAMMEH @ 30 11 FALL V."1ER LEVEL @J 10 1 ori I0-24-6g DEl'rH IN F£Er 10 eo 30 40
$0 DEPrH IN FE Er BORING 16 MllFACE Al.. 110ll +226. 8 1 KFDDISt1*Bf>Of,~. SILi'*
Fil;~* liRAINf'O SAND BHUNSWllK SH/\\lt"-,;HAYISH-BRO"'N SlllY FINE TO l~[OIUM l*HAIN[D SllNDSTONE (HAtrn)
SO'-'F:
INlERBEDDED Sil TSTONE LAYERS Rl.DDl5H-RROWN SIL TST,ONE (tiAF<D)
Ff ti CAL CI ff S Tt1 I N(.lE RS AND INCLUSIONS SHALFY ZONE SHALE Y ZONE SHALEY ZOHE SHAL EY ZONE REDDISH-BROWN Sil TY FINE GRAINED SANO"'
STONE (HARD)
REDDI SH*BmlwN SIL TS TONE (HARO)
FEW CALCITE STRINGERS LIGHT :>RA' MED I U'-' CiRA I NED SA,.,OSTONE (HARD)
SIL TY ZONf WI TH CALCITE STRll)IGERS REDOI SH-BROWN SIL TS TONE INTERl!EODED WI TH FINE TO MEDIUM CilltAINED SANDSTONE; FEW CALCI Tf STRINGERS BORING COl.ll"LE TED ON I 0-1 7-69 CASING TO A DEPTH OF 51 300-ui. HAMl;lfl<@ )0" FALL WATER 'LEVEL @ 112~ 1 ON I 0*24-69 BORtNe 17
~ACE AIWfTIOll +227
- 2 1 aJ:>W COUNr $YM<<JL$
0 ---
RO~
REDOISH.BflOWN TO !IROWN CLAYEY SILT WI TH GRAVEL FRAGMENTS (MEDIUM STIFF)
Rf DOI SH-llRO#N SHAL£Y Sil TSTON[ (HARD)
SHAL fY StlAL f Y REDDISH-!!ROWrJ TO GRllY SILn VERY FINE GHArr;FO SllNOSTONE(HARD)
GRAD I NG COARSER GRA I NfD SANDY flOR I NG CO'-'l"L f ff D ON I 0* I 5-EC)
CASING TO> DEPTH 0,. IQI 300-LB* HAMM£f' @ ~0 11 fALL WAf[q LEVEL NOT RECORDED DEPTH IN FEET a.ow O COIH!lr eo 30 ---
40 50 60 BORINC3 i8 NOTES:
ARUNSWI CK SHALt':*RfDOI SH-BROlllN Sil TSTON[
(HARD)
RfOOI ~f1-P1F<OWN SIL TY SillNDSTON£ Rf DOI SH-l!l'<OWN TO Bl<OWN Ml CACfOUS Ill TITONE SOM!' V£10 FINE" *~l<AINfD SANO (11AHD) cl ti AO I tHAV.HFDDISH-RROWN VfR\\ F'INl (;RAINED SILT\\
SAMDSlONf (HARO)
Rf DD I sH-eHO!fo+.j SIL TS TONE (HARO)
SliALEY Stl~L F'I' i.HADI t<G VERY s~.r-.DY BORI rm r.OMPLfTED OIJ 10-11-59
(,'::ilfJG TO I*
DEPTH OF 71
~00-Lr<. HM.IMFR@ 1811 FALL W~Tfl' LEVEL MOT !<[CORDED
- 1. 5" notes on Figure 2.&-22, St..t 1 for 8dditionll txpl81'l.tion of log1.
- 2. For loe11tions of borings,... Figure 2.&*20.
- 3. LOii ~rtd by OMnll Md Moore.
LIMERICK GENERATING STATtON UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT.
FIGURE GRAPHIC &.ocm SHEET30F37
.,,,, i Ill
~INC9 20
'£ET..
OIJU#r.,_...
.~,.,.
0---
~*
Rf DO I SH.flROillf, >I NE SAi DY SIL 1 VFR'1 STIFFJ GRADIMi WI TH FllAGMt:NlS OF SILTSTON[
.IRUNSWI CK SHALE.REDD I SH.GRAY FINE GRAINED SANDY SI l TS TONE (MEO I UM HARD:
ffW SHALE PARTINGS ljRAY FI NE \\lRA I Nl!D SANDS TONE (HARO TO VERY HARD) Iii TH l IMDNI TE INCLUSIONS GRADING DARK BROWN* MEulUM GRAINED REI} SHALE, FISSILE, CALCITE STRINGEr<S lSOFT TO MEDIUM HARO)
I NTERl!fDOED REODI sH-GRA\\ SAIJDSTOlffS Mrn SIL TSTO<Jf~ (HARO TO VERY HARD)
GRAY FINE GRAINED SANDSTONE, MASSIVE ANO CROss-BrnDEO (ft!IRD)
RFDOISH.GHAY FINE SANDY SILTSTONF, rEW CALCAREOUS INCLUSIONS ( VFRY HAFID)
GRllO I NG Pl,IRPL I SH.GRAY I IJ LOLOI<
GRAD I Nf>
Rl'D IN COLOH-Lf SS SllND GRl\\01 NG REO.DI SH.GRllY AND SANDY GRACI NG REO, LESS SllNDY, illl TH C!ILCI TE STAI NGfRS GRAD I NG SANDY l!ORINl> COMPLETED ON IO*IE-69 CASlr.r. TO A DEPTH OF 9.QI
~00-LB* 111\\!~Eff 6 ~II F*'LL WATEt1 LEVEL.@ 481 01*1
!f;-~11-Eg DEPTH IN FEET BORING 21
~
- Y..,_I 0
Y',Jrt tHOOl~..;H-Rl'0:,rJ 'JP.r'!Dl
50 G.l<llDll"i SDMF '.>ANOS!Of-lf LA\\fl<S (HARD)
R~OWN Mf"OIUM Gl<lllNfD SANOSTONF SLIJlllLY llllATllll<fD (HAflD) l<lDDl~H-Bf<Oillll ~ILTSTONE (HARO) 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 l*JCLUSIONS I NTER9£DDEO REDD I SH.BROWN SIL 1 STONE AND s IL rv FI *If GRAINED SANDS TONE (Hl*~D ro VER'I f!ARO)
REDD I sH-BROwri s IL TS TO*JE (HARD)
LIGHT RFODISH-BROWN, GRAY, SILTY FINE GR.*. IN fD SANOS TONf (HARD)
F[IV CALCI f[ INCLUSIONS R[OOISH.BROIV*. SILTSTONE, FEW CALCITE eco STRINGERS (HAF<D)
SHAL ['r ZONE CAL Ct TE BEDDING STRINGERS B0111NG COMF'LETED O*J 10*1~-t;g ASING TO A DEPTH OF ')I 1!10*u1
- H*~ER {<tl 30 11 FALL WhTfl< LEVfL @ 2(;1 ON 10*211-6g DEPTH IN FEET BORING 22 a.ow COUll/r IYMllOL.$
0 -
-- -ft9!1,_,.........
~,l.~l)LJ!'!"'!'I
- ~-li-~fll~<IJW~N""'!'S'!"'!"I L"i"!1-!'!"!'1o~Ps~-o l~L ~~'!"\\"I I!"!",
10£/ll" 0 fll<lllfiWILK SllALr-11fFJlllSH*tlf<O'hfl :illf~TOIW RO JO
~o 11ur1<11r1m1 o w1 111
':.illf~L1 C.. <J1 r ro 11r,1<ri)
(JIH\\ri I l'J(i M.A.~>:>I Vt fi *~An I f\\Jt1
~;ANO'!
Ullll.Y I IN!" l/11/\\INl"IJ SAND~TCJt-W WI 111 OCCA*. :JNAL SIL 1510Nf. LAH H (11A1<D 10 VI HY llAl<D)
PFBllL F /Of'E REDr;1sH-liRAY FINE GRAINED SANDY SILT*
STONf WI fH FEW BUFF INCLUSIONS GRA"f FINF GRAINED SANDSTONE MASSIVE (llEl<Y HARD)
SHllLEY ZONE REODI SH.(i"RA) VERY SANDY SIL TSTO'>E WI TH CALCI ff STRINGERS (v<R) HARD)
GRAY FINE TO MEDIUM GRAINED SANDSTONE (vrnY HARD)
REDDISH.GRAY VERY SANDY SIL TS TONE WI TH CALCITE STRI NClERS (VERY HlfoRD)
FEW SHALE PARTINGS-MASSIVE
!IORING COMPLETED ON IQ*l')~g CASING TO A DEPTH or 10' 300-LB
- HAMMER 0 30 11 FllLL Wl'TER LEVEL @ zni ON 11)*24-E.g DEPTH IN FEET BORING 24 aow COIJNr IYMllOL.$
0 -.. *-"""'.-..... "t"--------~~
HEDDl Stl-11ROWN CLAYt:Y Sill (SllFF)
IO RO JO fiHlJNSWI CK SHALE-Hf:DD I Sfi-BROWN SHALEY SILIS TONE (MEDI UM HARD TO HAlllD)
SHALE Y \\.N PART FfW CALCI IE SfRINOElllS ANO tNCLUSIONI HrlJDI SH-RHOWN GRAY VERY FINE ClRAI NED SAND3 I ONE (HAtrn)
REDD I :m-BROWN SflALEY s IL rs I ONE REDO I sH-BHOWN TO LI GH I GRAY s IL TY lfEllY FINE GRAINED SANDSTONE (HARD)
REDDISH.BROWN INTERBEODED SILTSTONE ANO
.SANDS roNE REDDISH-BROWN FINE TO Ml".OIUM GllAINl!:O SANDSTONE INTERBED0[0 SILTSTON[ AND SANDSTONES
.f~.A.fllN*l hl!EL'IUM ro
,'Q.At~SE 1..iRAINEO LIGHT r,RAY MEDIUM GRAINEfl SANDSTONE (11ARC) rrw THIN SHAL~ PARl INGS AOR I NG COMPL rr ED Or*
I O-l '/-E9 d*SING TO II DEPTH OF 51 WATER LEI/fl@ 110 1 ON 10*211-69 DEl'TH IN FEET IO JO 50 DEPTH IN FEET 190"'1N8 2'5A
~
AIWITIO# +254.41 REDDISH-BROWN CLAYEY SILT ITIFF BRUNSWICK SHALE.INTERBEDDED REDDISH*
GRAY VEFIY SANDY SIL TS TONE Arm VERY FI NE GRAINED SANDS TONE llllA'r FI NE GRAINED SIL TS TONE, MASS I VE RED SILTSTONE, MASSIVE (HllRD)
SANDY SANDY IOR ING COMPLETED ON 10-17-69
~M~~~. T~A:...~~POH3g~. 11, "ATER LEVEL NOT RECOROEO BORING 26
~
EUWITIO#
- 2s2.gr J'J:. $Yl#OL$
0 ------~,.,.~9T'll""-------------..,.-
3g
- -r,01 SH*cc*O,'ol,.II,': S."*:D~ SILT STIFF) f 1 *n,11~SWI.*t( Sl-fr'lE-i*:fDOI s11-ur,OWN Sfl.NO'r
'A/3 11
- I LT~ TONF WI TH SHALf (SOFT TO
/0 RO JO
~-'EC I UP,t HMW) uf1f.J; I *JG HEDDI sH-GR.. Y WI TH CALr; I TE SP~ I T-JGERS
~Ht* LEY ClflAD I NG Sl'NfJ\\*
WISS I VE GRAY l'"INE GRAINED SANDSTONE illl TH 1'£*
SHALE PARTINGS (HllRO)
MASSIVE.SILTY IN PART RE DD I SH-l!l'IOWI~ SIL TS TONE ill I TH l'EW CALCITE STRINGERS AND INCLUSIONI (HARD TO VCRY HARD)
BORING COMPLFTl-D ON 10*1/-69 t'ASING TO 11 DEP rH OF 'JI
)00-LB* HAMMrn@ 18 11 FALL WAT(l1 LEVEL NOT RF:r ORDED DEPTH IN FEET t I BORING 27 MJIFM:E AIW1'IOll +I I 5. 0 I a.ow ct>IJNT 1.--ot.*
- WrlOI#
0 -- *-*--
DAiii< <iHAY 10 flLACK SIL I SOF I
/0 RO 50 NOTES:
I AldHIN1\\* l"Oll', 'tl\\Nll -
Ml' Ar rou:;
SOMI" l<IDOISll-Hl<O.,,. llLI Cil<ADINl. WI l~f sow* CLAY Rl!:DDISH-llROWN SILTY rlN[ TO llll!:DIUM SANDY GRAVEL (MEO I UM DENSE)
BRUNswi Cl( SHALE
"". REDDI sH-f;!POWN F lrJE GRAI~:: ~
SAllDSTONE lHARD)'
Hf.0013H*l!.. OWN SHALEY SIL TS TONE (HARD) rEw CALCI IE STRINGERS GRADINli VERY SANDY REDDISH.BROWN \\l[llY fl NE GlllAI NED TO F" I NE GRAINED SANDITDNE-CRO!s-ecooEO REODISH9eROWN SILTSTONE (HARD)
FEW CALCITE STRINGERS AND I NCLUS I DNS REODISH-BROWN FINE GRAINED SANDSTONE INTERBEDOED WITH SILTSTONE (HAlllO)
REDDI Sli-l!ROWN SIL TS TONE (HARO)
F Fill t.:ALC I TE SIR I NGERS ANO I NCLUS I ONI Hl'DDlsH-ElROWN SILTY \\/Eln FINf 10 FIHf[
GRAINED SANDSTONE (HARD)
HEDDI SH-BROWN SILTSTONE (HAlllD) rEw CALCITE tNCLUSIONS ANO STllllNerttl GRADING llERY SANDY LI Gl1T 8ROWN FI NE GllA I NED SANOS TON(
(HARD)
SOME Sll1STONE REDD I SH-llROWN SI l TSTONE (HARO)
FEW CALCITE S TR I NGER-5 AND I NCLUll OHi GRADING SOM£ FIN[ GRAINED SANDl10H£ BORING COMPLl!:TEO ON IQ-24*':;g CASlflfi TO~ OfF'TH OF 13 1 300-ui. tlAMMfk fi' 18 11 FALL w1,n:1< Ll"Vfl IJOT f>ECOROfD
- 1. SH notes on Figure 2.5*22, Sheet 1 for eddition81.1xpl.,1tion of log1.
- 2. For IOC1tions of borings,... Figure 2.5-20.
- 3. Logs pr1P1red by D1m11 ind Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOOS SHEET40F37
DE,_TH -1 IN FEET 90"1Ne 28
~
AltaTIOll
- 114.11 a.l>W COUNT IY_.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-
- 6.
Fl RM) 6
- ML*M
~~:~'NG SOME BROWN TO BLACK SIL TY
= I SILTY tollAVlL 1111 r11 l<t!lDl~nt*11110111N FINF:
til!AINEO SANDSTONf (MfOIUM Ol:NSE TO Of N~H)
SOMf \\lRA) I ~Hi-Will Tr SANOS TON[
RIWllSWI CK SHALE
- REDO I SH.PROV.N SANOY SILTS rONE (HMlO) f[l'/<,'Lr:tTr INCLIJSIO'JS SHALE SEAM SHALE SEAM REOOISH-BROlllN TO GRAY SILTY SANDSTONE WI TH SOMf SIL TS TONE uRAOING LIGHT GRAY SOME INIERBEDDED SIL lSTON[
REDO I Sit-BROWN SIL IS I ONE (HARD)
F[W CALCI lE S fRl NGERS LIGHI GRAY FINE GRAINED ro MEDIUM GRAINED SANDSlONE REOOI SH.BROWN SIL TS TONE (HARO)
GRf-DING ALUISii"Gr<AY E< 0111 IJG
'.DMP LEH D 01*1 I 0-2 3-ECJ USIMG TO '-
DEPTH OF 1, 1
~')0-Le. IT/,MIAEH (c 18 11 Ff,LL WI-TEil LEVEL I.OT llECCRDED BORING 29
~
AltaTIO#
+115.-;1 0 <<lflf!T
.,_.~-*....,-~'!"l"l~l"!-~'M:lfl/l~~"P'!'PltJ,~llW!P"'!!~--
s1 L
- 15.
- 32.
ML FI NE SAND -ANO CLA' GRAD I NG VERY Sr I l'F BRUN SW I CK SHALE -
REDD I SH-GRAY F 1 l;E GR,t. I NED SANOS TONE (HPRD)
SOME: SIL TS TONE Sl!:AMS GRADING M[OIUM ro COARSE GRAINED GRACING VERY l'INE liRAINEO Sl\\HD'r SILTSTONE LAYER GRACI Nt; BLUE GRAY GRACI NG REODI SH-e'IDlllN GRADING GRAY BLUISH"GRAY SILTSTONE LAYER (SHALEY)
BLUISH.GRAY SIL TS TONE (HARD)
(HARD)
LleHT GRAY FINE ll"AIN[O SANDSTONE (HARD) l'E!BL E ZONI!:
FILU I SH.GTlA I SIL TS TON£ (11ARO)
GRAD I NG REDO ISH-ll"OWN G Rl\\0 I NG VERY SANDY l'EW Cl\\LCIT[ ST'llNGERS 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<i<I fl DEPTH IN FEET BORING 30
$l/llFliC6 AIW.TIO#
+I I 5. O*
a.ow COUNT SYl#Ot.I 0
- g.
31
- ML*MH 10
<i RAY I SH-l:lLACK CL AYE' SIL I SOI' l GIHIDING REDDISH-BROWN (MEDIUM STIFF TO STIFF)
GRl\\OING SOME CLAY REOOISH-8ROlllN SILTY CLAY (MEDIUM STll'I' TO sr1rr)
- 8RUl-JSWI CK SHALE -
REDO! SH-8RO#N TO Gr<AY VEflY riNE TO FltlE GRAINED SAM OS TONE (HARD)
REDDISH-BROWN VERY FINE GRAllffD SANDY SIL TS TONE (HARD) SHALEY IN PART REDD I SH-BROWI J TO GRAY F 11;E GRAINED SANDSTONE (HARD) SOME CLAY
!- E~~,;~~=~~~!N SILTS TONE (HARD) SHALEY I" PAHT SOME VERY FI NE GRAINED SAND GliPD I NG VERY SANDY Hf.DDISH-BllOWtJ FINI' GRAINEO TO MEOIUM Gl<AINED SMJDSTOl;E (HARD)
REOOl-SH-BROlllN SIL TS TONE (HARD)
FEW Cl\\LCI TE STRINGERS /\\NO INCLUSIONS SHALEY IN PART REDDISH-BROWN FINE TO MEDIUM ClRl\\IN[D SANOS TONE (fill RO)
SOME SIL TS TONE REDDISH-BROlllN SILTSTONE (HARD) F*w Cl\\LCI TE STRI NGEAS BOA I NG COMPL E TEO ON I 0-22-69 Cl-S I NG T 0 A DEPTH OF I I 1
~00-LB* HAMMrH @ 18 11 FALL V.ATER u:vrL IJDT F<ECOnDEO DEl'TH IN FEET i BORINC! 106 COfMT SYl#Ot.I 0 --
105/G",,
11fDOISH*nROW~! CLA'EY ~IL l MfOltJM STIF~
r..HAO I Nii HAkO flRllN'.lllll 1'1( ::illl\\Ll -~rOOI sH-IJRl>WN SILT-
'.)TONI' (11.o.rm)
GRAD I NG SANDY r.RA'ISH-flROWN FINE IQ MF.ClllM GRAINfD SANOS IONf (HARD)
REDOISH-RROllN FIN[ GRAINED SANDY SILTSTONf INrERBEDDED G'IAYISH-111'!1 T[ _MfOiUM TO COARSE G'IA I NED SANDSTONE ANO J REODI SH-BROWN SIL TS TON[ (HARD)
REDO I SH-BROWN SIL TS TONE -(HARO)
!IOR I NCl COtM'LE TEO ON I 0-7-,09 WATER LEVEL @ l71 ON 10-211-fY DE,_TH IN FEET e
BORING 107 I
~
,.,,.+250.4 1
~
SYl#Ot.I 0 ---
,..,..--~----..... ----------..--..i~
I()() i.
flfDDISH-flHOWN r.1.AYf-y s1*.
- STll'r
<;O!'t ML
(~
l<lilJN'.iWI ( I( SllALr-r.l!AY I 511-n1m111N FI NE TO Mflll \\JM 1lHAI NHl SANDSTONE (HAHD)
INTERREDDEO GRAYISH-P.RO#N MEDIUM 10 COAHSF GRAINFD SANCSTONE ANO REDOISH-Bl<OWll SIL TSTOIJF REDO I SH-FlROWN SIL IS rONE (HARO)
Hf DD I s11-1JHOWN 5 IL TS \\"ONE (HARD)
BORING COMPLETED ON 10-6-69 WATFR LfVEL NOT RECORDED DEPTH IN FEET BORING 108
~
Alta1'I0#+24~.1*
~
IYl#Ot.I 0 --
72 l!I 97 tt ML REOOISH-RROWf< CLAYEY SILT STIFF REDD I SH-BROWN TO !IRO#N SHALE'r SANDY SIL TS10NE (HARD)
BRUNSWICK SHALE-REDDISH-BRO#N TO BROWN SILTY VfRY l'INE GRAINED SANDSTONE (HARD)
REDD I SH-BROWN MASSI YE SIL TS TONE (HARO)
GRAY, REDDISH-BROWN,-IN! GRAINED SANDSTONE (HARD)
REDO I SH-BROlill'< MASS I YE llERY FI NE GRAINED SANDI SIL TS TONE (HARD)
GRAY I SH-BROWN MEO I UM GRAINED SANDSTONE GRAYr "EODISH-BROlllN IW\\SSlllE SIL !STONE (HARO)
GR,&y, RECDISH-BROllH MASSIVf SIL TY SANDS TONE (HARD)
BORING COMPLETED ON r0-(,-69 WATER LEVEL @ ~9 1
ON 10-24-(,q DEPTH IN FEET BORING 109 RO lfO NOTES:
HEOC> I SH-mmwN (LA E '.
s IL I (MEO I UM Sr I >F)
BRUNS WI CK SHlll.E-REOO I SH-llRO#N SHALE ANO SILTSTONE {sOFT TO lllEOIUM HARO)
REOOI SH-BROWN MASSIVE SILTSTONE (HARO)
AROlllN MEO I UM GRAINED SANOS TON[ (HA"D)
REDD I SH.BROWN SIL TS TONE (HARD)
GRADING SANDY ClR(~;R~)oo I SH.-BROlllN SIL TY 5ANOST...
REOO I SH-BlllOlllN SIL TS TONE (HARO)
BROWN, MEDIUM GRAINED SANDSTONE '"'°"0) l'IOR I NCl CDl<WL ETEO ON I 0-4-69 NO W/\\TER IN BORING ON f0-24-69
- 1. SM notes on Figure 2.5-22, Sheet 1 for 8ddition*I expl.,,nion of logs.
- 2. For locmtions of borings,... Figure 2.5-20.
- 3. Logs prepared by OMMs llnd Moort.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGli SHEET50F37 FIGURE 2.1-11.
IO 20
$0 DEPTH IN FEET a.ow BORING 110 1~
1 t-
.l.~.*'r.JILT
.Tl
- HlJfJ'";~~*l "K )llhU'-tffDO I ~'11-n1.o *. r. I It I
,,,,._l~J!,* :r\\H.Y :JILTJ"Ot*I 1,11A*,
I If.I 1 1f.:.AINJO
~.ANO:ilOM (* t*H, llA!llt) ht P Sii I>, H)r~t (ti.A.HP)
Ht l>O I !'>*1*-1iM.A w*o I IJM UR.A. I NI-I)
~.AN(!';) 1 OM
( "~,,
HA**O)
(*JtR, HARD)
"DulsH-l'kOWr.,
~RA*1 !MID'* SILTS'ONE f;FDDISH-;RA i'INF.:iR... INED SM,os*DNE (vF w.
HA~o)
F<f"DDI ~*1-t<ROWN s IL rs TONE (HARD)
Ht DO I Stf-1, flOWN FI Nf: GRA I NF[) SANDS 1 ONf (v1.,.,
HA~o) l<ff!DISM-f*ROWN SIL ISTONE (HARD)
><*Dr11SH-,llA'o Fl~IE GRAINED SA~IDSIONE (vtR-, HARD)
~OR I" '
co~*p,_ E I ED ON I 0-4-69 r 0
.\\AT,*'\\
I rJ eOH I NG OM I U-2/1 -(.C)
BORING 111
$l/llFACE E&.l*TIO#.;* * ~. 2' COUNT $Yl#Ot.6
-~TIOI#
0 *11,,* ;ft'l"!'l'/'r---,-~"!"r* -~-~.
'>"**"* I!';*. ~-"!"'l!'tm-"""'-*""""~ll!!'S~I er)
40-i'ld r.'
I~ ;c;
'Jt-lPLr-1if[)~, I ~jtt-1*1<00*,r 1*11:::1*.I SILTSrmiE (11111"-)
r,/..:A,, f,t 1
1 1}1'.'itl-l*r'OiN~: Id l
1 i,~lf.o'J VI'*' I l~ff
.. ti*' I tJt 11 1 l1 I I rJI
.,1,1\\ I t.Jt I' $*\\P*Jll:S JlltJt
- ll no I ~*11-l*HOWr..: '> 11
~ ON~ (tiAhP)
---1 I s.-.Nos rONE LA' fR L iHT REDO I SH-l'ROWN F Hif *ifl... I NED SILT* Sf*NDSTOrJE (>ii*i,D) hf.Ofll:l.H-HRDWN SIL1S'.0Nf (HARD) f*C** 11 :Cl
- . 0~1PLf I f'D 0.. /I)-:,-
j
'.O O\\;*lfH it' 1'0'*1':.:; 01' l'J-2iJ-';9
= I IO 10 30 50 DEPTH
~
i IN FEET
~
aow O COUNT 10 20 30 40 50 ---
60-BORIN0 112 rniur::-;.;.1 ~-K' $HAL£ -HElJD I '.:.. 1 1-hh'J/'lrJ c 1LT ~TU.'.( HA?J J 11!'.DDI SH-'IHOWN TO llRA\\ t.IF01 t M 0
COA~Sf
.1~,A 1 r :~- D S* 1 :iJ *J ror 1 r*
~FD 10 t'EDJ I '.:>H-<<i'OWN M~SS I !f S~ND.
S>L'~*ou (*;f~
H"Ro)
I 1 S"NDS rONE LA 'rER
1 1 '*"*ER SA\\JDSlONE
'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 BORIN0 112A
~
- ftl'laTIOll *!.lt:.01 F'I w ff IN Sl'l,DS '01.t* LA'fFRS Bl<IJllS\\\\l.. K SHALi H*Wl'llllSH-G"AY MEDIUM 1J
')' *~H* (sf'/*I: f'C.
~f."!'.*srcr**-
(Hf.Rf) TO
- c*., "'-,u)
I*' DLI *;11-pl,OJ,';
~llPLI Y
~IL1S:Ot11:: (HARD)
't v.
Ci*L~ 111 lf,!L.LU'.jlOt*.S P..rw SIRIN'ifRS
'Jt-tfL~-.., zor-::
f't-*.'< 'LAC.I rt
- ir;.1rr...ifRS
,,,AC t,.
I 1;f ;,y '.:JA'.(.)Y
,:;f,AYl~H-RED VfR'1 FINE 10 FINE GRAINED SAlcD,TONt (HAHD),.RI A8Lf IN PART 1~fOC'1I SH-BROVJ~. ~Hrlt:Y SIL 1 STOt\\!E (HARO)
Vf,lY FEW SJ*r.JGY lO"'.ES
,,1*AU>~:G MAri-.
-~~LCITF ~:HINGFRS
!JKAO I N(j Vf RY S.A.t~lJ'r rHDDISH-llROWN TO Gf<AY Fl!;E GRAINED SA'IDSTONf (tiAl<D ro VERY HARD)
Ir 11FDDI SH-RROWN SILTSTONE LAYER
@ E5.0 1 liR"D I NG MF:D I UM TO CO,..RSE GRA I Nf.D AND Bf<OtliN 1*or ll:G COMPLETED ON /0*22-f::C) llr/ Htl LF.VFL NOT HECORDrD DEPTH IN FEET i 90"9Ne 113
,.._......,.,._ +21~.8 1
~
$>WOL*
0 -- *-
IO 60 100%
DEPTH =
IN '
FEET
~
a.ow COUNr 0
,x. l'I J1 ~ l'I IO 100%
20 HM~
rrrn:
30 ~
ICYJ%
40 f\\IHIN:511rt, K
- i!IALE-l~EDO I Stf-l'ROWN SILT*~TtlM (HAfffl TO \\/fin' ~1A1w)
HFOD I SH-flROWN SIL TY SANDS 1 ONf (HAR{))
tlfOOISH-l-IROWN SANO) SILlSIONF (,r1n H"RD)
BORING COMl'LETEO ON /0-4-69 llrATER LFVfL (gJ 59 1 ON 10-211-(39 BORIN0 114
$IJllFllCI ILl*TIOll +2M. ~ r 6'1'/t/llOU ML
,._= --
-=-
Pt 11n I '.;)H-nl~l'Wf>,j
'>I I * (s lfH) l*IHJN:'i'{i I 1 t(
- .Al~L! *H1 (l[l I '.itt-nlWWN
~IL T 'lTONf
<~*, 'l'I ll.~ n*L Y llAHI')
111\\flK f!l-llDl,.1!-1*1<0WN '.if! f>
VlllY Fltlf 11/IA IN~ 0 iANl>:J I ONI 1HA'Y, HfUDl":.itl-IHHJWN vr1n t INE' ljRAIN[D
.TO FINF URAINf[l SMJL~ro1" (MARO) t>Olll N~ COMl'LFTl'I' ON lu-~-69 111* o ><LrvrL ';'.1,', 1 on I f)-211-(')
DEPTH IN FEET BORIN0 11!5
$UIPlliC6 AIW'l#Jll
- 200. 0 I 0 t>>UNr n190C.--*.-.-----*-w
~_=_*_.,.. __
72 11 71 II NOTES:
ML RE OD I SH-llROWI~ CL" "Et 5 IL ST I FF)
MEDI **Iii "RUtlS*!I CK SHALE-REDD I SH-r,RAY FI NE.
',R,..IN£lJ TO llCDlllM C.RA>NFD SAND-S TOfff ( t~~ RD)
REDD I SH-IH<OWI< 51 L 1S lON[ (HARD)
GR,..llSH-PROWN 11[01Ulil '0 CO.ARIE *.R.. l~ED SANDS TONE (HARO)
RECD! SH-BROWN SIL TS TONE (HARD)
WI TH SOME S"NDSTONE DARK BROWN SIL TY VERY FI NE GF1A I NEC SANDSTONE (HARD)
RFDDI sH-BtlOWN SILTSTONE (11... no) 80R I NG COMl'L [ T[D ON
/ 0- ~-69 WATFH LfVfL Iii' 4% 1 on 10-211-(i9
- 1. See notes on Figure 2.6-22, Sheet 1 for eddition*I exp18nation of logs.
- 2. For locetions of boringa, SN Figure 2.6-20.
- 3. Logs preS)8rld by 08mel 8nd Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS
- SHEET60F37 FIGURE~
/JE,.TH Ill FEET t: I COCJlllT 0 ----
IO 20 JO 40 DEPTH Ill FEET 190"9NC3 116
...... ft6tl!ITIOll + 1g~.2*
1*1~Jr.::.1;1 *I'(
'>Hf-Ll*-1~t:*an I !:.H-*~P~Y CGAkSE
',ii/..l '.:::O !:il*I.
_ r,.,!";[
REDD I sH-nRDWN r I 11.E ';R" I NED SMJDY
~I l TS TOtH:
fH"DO I sH-PflCW~J r I NE GR" I "'ED S"NDS TONE "l[,)I S>1.F>R011N *;ER'f S"l*OY SI*_ *s 'ONE GRADING LESS S"NOY RED SH,,LE. FISSIL (wn)
~OMf I IJTfl<!c<fDD I Nli 1r1 I TH S-"IJOY
- IL I STOIJF
~EOOISH-~ROWN rlNE GR,,INl'O 5"N0STONE (H,,RO)
H
'.;IJ I ~11-IH<O#N SMlDY S 1 l l i TONf (\\/[RY
'11"f1[))
k£. {J' 's1t*o;,owN IMSS I \\If,- I NE
,-,R,, I NED SIL l Y S~NO~ TO~Jf.
!'OH I NG l:OtAPLfTEO ON I 0-3-E9 IN/.l(R LEVEL @ E% 1 0'1 10-24-ECl BORINC! 117
$1111FM:6 ft6Wr-
~1135.7 1
&OW O COfl#T.....
- ...,. ____ *_XI_*
Jo-*....;:;.a---1 1()(1%
100%
PHliNS~'ilt K
~;1tALF-HI l.iHl"( WEP.TIH F*ffll
',,C.rH)'r' SH.. Lf 1,n.-01 N:) t1.-.Rlit H OAliK tirO :illALf-Fl:.iSIL 1
~"'-"lllll\\1\\Tf'L'l llll:P J."rl\\,l<>lJ, l1l'il1*
IJMO\\ HI ll I Ir.JI
... t.AINl'O JAMll't' Sil TSl()~f' (1.1u1a,,.. TtLY HAl'll) 1wr,n1sH-1 dH.101Jr..1 r1N1 TO MfOlllM LIH.*dNfD
_,,.,rJ(J*_,f!lNt
"*tnn1*.JH-1ii.o.vN s..-.Nn'I s1Lr...;raNE'
~rn1Jl'~~t-**Hl)WN rlNt.
TO W[QIU*.'.* RAINt.O
$MW.. Tari~
<~TUnF RA TfL r HM<IJ)
I NTf"HHt-DOfD c;Rff"N I SH.GRAY AND fl ED SHr'L FS Ll.,ltT Ti.l MfDluM,,,,,.y MEDlu~* *,R,,INED
>"f<iJS TONE (H,,H o) f\\Ok I N*i l DMf'lfTED ON IQ*~-E9 r'o w.. ni< I' ROoONCl ON 10-211-':.1
!IORING COMl"LETfO D°' 10*24-ECj
'/,! TER LfVEL "OT RfC.O~OED DEPTH IN FEET BORING 118
$UIFM:6 ft6tl!ITIOll
- l'J8.,,
~
$YMHL*
0 -----
-~
';8 "
DEPTH C IN FEET
~
ML l:!RUNSWI lK SH"LE.WEl\\THERfO SILTY S"NelS TONE llfD(ll :rn***ROWN 'S"NDY SIL lSTO~JE (HAFllJ)
HEIJ f IN!
- ,f<AI NEil 5"NDS*TOtlE
~EO SIL n SHALE (H,,RD TD VERY HARD)
RfODISti.BROWN MEDIUM CiR,,INFD 5"NDSTONE f<[DDI SH-BROWN SMIOY SIL TS TONE (vl!:Rr HARD)
BO!< IM~ COMPlF TEO ON 10*?*E'1
\\\\**Tm LrVIL@ ~CJ' O'C 10-:*11-;:; 1)
BORING 118A
$UllFllCI ft.6tl!ITIO#
- I (;Cl. " I AOW O COCJNr ~$~'fl#.,..<<_*--.-------~---T,-'/IM_,. ____ _
- o IOO -
flf<UN~WICK s11..... 1**11ro SILT~IONI (11fRY 11,,1*0)
RfO >tNf TO Mf'DIL'lol liR,,INCD 51\\NOSTONf
(>i,,RD)
RrD SANDY SIL TSTOlt (H,,RD TO VfRY H"Ro)
INT! F;fffDDtD l!ROo!IN TO GR"Y SMIDSTONE (vEP* HARD) ArJD PUf'PL I sH-'lRl'EN 51 L TY SHALE (11ARO) lil<~J M1*01u"" l.ir<,,INfD S"NOSTOM' (vERY 0
llJ..IJD)
PUf<PL£ SILTY SH,,L£ (HM10)
MJD FI rt!!: 1.if1" I MED 9ArJOSTO,_.E GRAY FlfJf Gf1AlllED
- PfBlJL[ ZONE S"llDSTONE REDD I s1i-eROWN s I l TS TONE (11,,RD)
REDDISH.!IROWN Gr<Pr FINF TO MfOIUM SArlDY SIL lSTOIJf (H~ow)
.R.t-[)ltJ*..i Ll'iHT GRAY G~,0.\\ fl'lf" T(J l~ElJIUM <of'~t,ffD S"llDSTON[
(HMlD TO *Jfr*v H~;*D)
GR"O ll*G loolt DI Ullol ro CO,,RSE GR" I NEC R~DDISH.!!ROlllN FINE 5"N0r SILTSTONE (H""D) 0£,.TH. It:
IN FEET..,,,,
COUNT 0 ---
10 30 60 70 DEPTH IN FEET IO 30 40 50 70 ao BORING 119 i~~
1 I ti-:,;,*
_i\\T~'lY L/*Y!Y SILT flHllt15:1ICK S<MLE.RED ~HALEY SILTSTO.. f (t1A1~:1 To..>
J1-f<1'r t1A~L))
11rn Flt*IF TO MEDIU"" GR/*INfll SM10-s TD~IF (Ht no)
!{ED SMIOY SIL TS TONE (Ht RD TO VERY Hl'RD)
I NTERllEOOEO BROWN TO GR"Y 5"NDSTDNE (11EFn HARD) "NO PURPLISH-GREEN SIL TY SH"L E (HARD) l'HA', Mro1uM liHAINEO SANOSTON(
(VERY H"llD)
PURPLE SIL TY SHl\\LE (H,,RD) AND FI NE GH" I NED SMJOSTONE
!IORING COMPLfTfO ON 10*2-fq Yi' HR LEV(L t:OT RECORDED BORING 120
~
Altl!ITIOll + 155. BI LIJHT µf(.01'-..t1-f**(,.*;*
LL;..
1 :1 SIL' S'IFf f'RUNSINI cK SH/IL ~-f<cOD I SH-**,QW'* M,0551 VF
'_)IL JSlOr.F (HAHO)
PURPLr-GflEUI TO fi~UD I s11-0HOWN VERY i' I nr GIV I NED s IL TY SMJDSTONE trill ~Fl[00f0 flHOWtJ ro Gf<A) SIL !STONE (11Ae<o) "NC* PURPLISH-GREEN "l n SH,,LE GMA< MEDIUM ;;f~"INED SAN'JSTON,. (11ERY HP.HO)
Hf DUI s11-f1ROwN-Gll"Y
~ERr F INf CiR"tr*fO 10 ~l!'OIUM GliAINFO 5ANOS10Nf (H,,1~0) flC~ir.:; CD-Lf'EO ON 10*2*fg lrl-'~FC< LEVEL.: 1!3 1 0'*
1(-~li-,:g DEPTH IN FEET t: I
&OW COf/11/T 0 ---
RO 30 q()%
40 50
- o 70
- o
- o NOTES:
BORING 121 1-JfOOl~H-p1~ow~1 (L**F'r' SILT Arm ':>.ILTJTON[
R1)l*LP1 II<)
~.... 1 [)
1
~.!M '>Tl**
lO 51 llf)
BRUNSWICK SH,,LE.GR,,Y, loll'OI U~ Gll,,tNfD SMJU~ TONF (11ERY HMlO)
REDDISH.BROWN SILTSTONE (H,,RD)
INTERl!EDOfO VERY FINE GA,,INEO TO FINf" CiR" I NfD REDD I 5H~BR0111f< s IL r T S"NOS TONr AND REDDISH.BROWN Sil TSTONE REODI SH-AROWN SIL TSTO~if (H,,RD) ll'<TEll!EDOEO REDDl5... l!RO*N FINE GAf.INf:O SMJDS TONF M!O RFDO 1 SH.BROW~I S"NOY SIL TS TONE (H,,RD TO VERY H"RO)
B.OR I NG COMPLfTtD ON IQ*;(-fCj INATrl< Lfllf"L fl 3jl ON 10*211-E')
- 1. 5" notes on Fitu,. 2.5-22, Sheet 1 for edditionlll explen.tion of log1.
- 2. For locetion1 of borings,'" FituN 2.1-20.
- 3. Log1 prepared by 0.... Ind Moon.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINALSAFETYANALYSIS -REPORT-GRAPHIC LOGS SHEET70F37 FIGURE 2.5-22
100%
- I l!ORINe 122 Mlll'1#:!6 AIVITIO# + I ~2. ~ I 6Y.otl I-'! l.Jlil'.>11-Hl'l*'#tl '.)IL l'r t !t11
'U
~~* !JlllM
- Jlll\\INI 0 SAND (OEN~f) 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 Hllf!B)
'..>llALf SfAM lLl\\Y srAM I' LAY Sf AM (ll'IAY !ilLTSTONr-:>l-IALn tHM<D)i F[W CAl CI 1 E S TH I N<H' RS GFIAC I NG fH'ODI stt*t'lllOWN SHl<L f Y lOMf 11f.DDISH-RllOWIJ SILlY, VEliY Fll<E 'TO l'IN[
1,tll\\ I NI'[) SANDS IOtlf' (HArm) l<f DOI :.li-Fll!O\\~N SIL IS TONI (HA~D) llH>l>IS*ll*Bl!OWtl TO.:;HAY Vf-RY SNJOY SILT*
- TONF LAYfll (HMTD)
IHDDI SH.AllOWN SIL TSTONF (HARO)
SH/IL f Y ZONI flOR I NG COMPL [ T f 0 ON I 0*;?4-69 WPTCI< LfVEL ij 'J,\\ I ON
( Q-21i*(CJ BORINe 123
~
ftltlA'11tJll + 15 i *'JI
~
~.,...
-~IOI#.
0 -*** -
R-fD_O_IS-lt--ll-ITO-WI-~ -J(1-llf1-Y-~-IL_T ___ W_E_llT-HE-~-F'D IO RO If O
'.>~NOY SIL l:>TONF f*RUNSWI CK SH"'lE-REDD I SH-AROWN FINE 1,R,l\\llJ[lJ SILTY SllrlDSTONE INTERBEDDED, Q,llRK RED SHALEY SIL TS TONE l\\NO REDO I SH.AROWI\\ 5"'NDY SIL TS TONE (HARD 10 VE~Y H,l\\RD) f\\RICK RED 10 REDOISH-AROWN FIN[ l'iRAiN[D S,11NOS TONE 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 DEPTH ::
IN '
FEET
~
a.ow 0 COIJNT
~*:~
IO Ir()%
...,_,:'.~
I 011.
30 1r:iox If O
$0 BORINe 12~
~
Alt1A7IOll + i '/4, "/I l I f*.fdJ~JSi1I: K SH.Alf-LJkA'r, Vfll'Y FIN£ lHO.INEO SMllJY SILrSTOtlf
~'f n
"/I f<Y
- ~,11.f-;1*1*(
~11 1 LrY 5llf~TQ~.;f (vfRY Hl-h*;)
HEDDI SH-Bi>OW~J SH~LEY SIL TST.Jl'JE INTFRilFDDED REDDISf<-FIROWN FINE GR,.,INEO
~n.os TONE N1D REDO I SH-nf<OWN S,l\\NQY SILTSTO"f (H.. RD '0 VfR' H,l\\RO) nORING COMPLEffD ON 9-28-GC)
W' lfP lFVtl Ii¥ fQ~I OtJ 10*24-E<J IJE,.TH IN FEET IO -
DEPTH IN FEET BORINe 127
$UIFM:E ll.ltlATIO# *
- I '/8. 2 I ML "f<llNS\\~1,1( ~HALf-1H'OL1l:;11*n1<0'.'.N '.f"i.Y
- i,.,NilY "IL T*. JnTJI "i<CU.'!*.1 SH-l*f !_,
r J ~,JF
...,,Fo!AU~fG
~ff:O~TOr-Jt
!*1\\ I( K llf :-J
~/A;;51 1.1F SIL
~Of I (H....,....C) l'OR I~".
r'Ol~P F 'ED o~. I r:i-.-r;q "1./1T1*1~ L1\\.'L
~IOf 1,11u 01*0 BORINe 128
$""'1'M:E El.ltlATIO#* IP I
- I '
~.
0 -- ---*
~-..... -----------
r,7 "'
801~" i.
ML f'f<UNSWl1:K SHALF.F<EO, FINF. GRAINED
$MIDY Sllnf (1iAl<D)
~FD rl~.f
- "A!,.!F.O SIL
- l,At.:JS'D'd:
l*LrKISh-Rr'D 5"'~10" SIL
~-or.~ (H.. RD
- o oFR'* H"D)
, fR' SA.ND 1.'ER" SMcDY fif D 51 L FINE 1>R,.,INFD
~,_NT'IS DI-IF (H,.,RDJ 1 'FO *JfH' SM.0' SIL'STONf
!*01< If*
' Ol:PL E I FD or '1-.. - "')
/1 Tl"., ll. 1 I l r-JOT 1;f"1 ()
,1 1
DEPTH IN FEET BORINC!I 130
$IJ/FM:E ILi..,,. +I ';iq,') I IO RO 40 60 10
- o JOO NOTES:
~fDOtSH-* -,,0'.'/1. r:Lli.'rEi S1L
,*:1 ti SC::f SMJO (s 11 FF) flfHJNS*f,lt..K SHALE-M.ASSIVE RfDIJISH-C't<l:OWN vE.R'T' I I NE l~R.A I NfD S.ANrJ'T' SIL. T ~TONI' (H,.,Rfl)
REDD I SH.BROWN lJ IL TY S"NOS 'ONf.MJ\\SS I *if (HAR 0)
REDDISH-RROWN M"'SSIVE vER\\ Fll<E GR.. lf.fD S"'l'°Y SIL *s fOl-lf (H,.,Ro) flfD M"'SSIVE fl NE GR.. INE~ S"'NGY SILTSTONE (H,.RO)
RED V[R) SANDY SIL TS TONE' (H.. RD '0 V[R) HARD)
RED SM<O\\' SIL lSTONE BORING COMPL E T[D ON 9*24-69 WATFR LE'Vfl@ E71 ON 10-24-(')
- 1. See notes on Figure 2.5-22, Sheet 1 for edditional explanation of logs.
- 2. For locations of borings,.. Figure 2.5-20.
- 3. Logs prepared by D.nes Ind Moore.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOOI SHEET80F37 FIGURE 2.1-22
DEPTH IN FEET RO
~o ao
/00 110 120 BORINa 131A liRt,NSWI< I( SHALo-llEilDl 3H-BROWN M... SSIVf SIL TS TONE (t1P.RD)
REDDISH-BHOf;<J VEl1Y FINE TO FINE Gf<P. I le ED SIL T'r SH<DS TONE (HARO)
REDD1s11-ARDwr. M... SSl*IE SIL1Sf0NE (H... RD)
REOOI SH.AROWN SIL r*,
VER~ FINE GR... I NED
- 3M.OS 'DIS (HA~D)
Hf"{'[l I Slf-PlWWN JI LIS I Or-JF c~.
.'HtSS I VE)
HEDDI s11-sROM* s IL I.,
S... NDS fOl\\E REDD I SH-RROwM SIL TS 10NE (t;... RD)
REOOISH-E,lOAN SILTY VFR'f Fti*IE :iR... HJl':D s;* JSTO':E'
(?r'.~rn)
REDDISH-~ROl'JN S1,_*510NE (H... RO)
S... NO\\
REDD I Sti-BIWWN FI NE TO yf*RY FI NE GRP. I NED
'Sit'[) SANDSTONE (H... HD) nF:rDl~H-li1l01.fl SILTSTOrir (HP.RD)
AOR I NG COi.iPL[ T[O ON 9-26-9 Wf-TE'fl LEVlL rJOT RECO'lDfO DEPTH IN FEET 19<) ~
I(,'( ~
100/5" 10
~
40 ao 90 DEPTH IN FEET BORINa 133
~M:E Al.. TIO# *IE2. I' ML 1-.1* J SAND>
- > 11 l
( vf R~
5 1 r*~)
llRUrJSWI rK Stt,0Lf-P'Rl\\GMENTEIJ Rf.[!,, IL 1-
$ TDNr RFD SILTSTONE I' FINE ~R... INEO RED SANDSfOIJF@ :,;*~.0 1
RE~ F 1r1r GR... 1NEO SAl\\OS'ONE RED SIL TSTDf.IE G;;~ DI IJS SMJD I ER 1<ro TO *,llAY, FlrJE TO !ftfCIU:ft Gl:f-llJfD SMID 'S TONf Pt,RPLE l~fDll;M GR... I NED S.l! DS '0'.f RED SIL TS TONE (H... RD) f<lf),
SLl!1t-ITLY S~NDI :....ILT:fONl" (vrt<Y HAIW) 80R I NG COi.iPL E TED ON I 0-1-59 WATEf1 LEVEL@ E2 1 ON I0-2LJ-i:<J BORINa t35A
&OW 016Clfll#T'IOllS 0 COUNr
$Y.~WC.-*
0
- "-*-,...-~
... ~-0~5~1~L~1lll*,~c1*. A~**, "':,_~,~'~"~ ~:'."~~v~~lll, ~,,,"::.,'!'11~.r~:1:":*,*. ~, s 5 l'I
- 92.
ML fHrnrJ*~\\'¥11,1'\\ *,111'\\LI -oAAK HI() 'II( ATttrfO ()
'.JH/\\L j (rAf 1U!" 1t,A I f"l y !..Or r) llFI> ~!LISTON!" (t.10()t1l,Oll:L' 11/ll<U)
D/lkK nRI CK RFD !IL fY SH"'LE BO,_ING COMPLETED~ 10-1-69
'NATr~ L[\\IFL II 51 O~J 10-24-69 DEPTH IN FEET BORING 134 MOW llE~TIOI#
O COUNr SYl#OL
__...... ~--------.......... ~
PFOJ SH SIL; l I,.
\\IV!-
H ROCic.:
f RA'1Mf'h. s 1110 ~
10 --
1()/') ~
~o 30 40 60 ao 90 DEl'rH IC IN FEET ML
~ED "I NE GRA I !'\\ED SllNDS '0r<E (HilRD)
Pf~ SIL *5 <OfJE SAND I ER
~ED F'i r.E GRAINED SAi.OS IOfJE (H... RD)
"EL' SrflDY
~ILT5Trn:r
-:Jr ADlrn SI '!0 If"**
f* ED FI NE G<ll' I' JED SANDS TONE l<FO 5ANDY SILTSTO!<f (Hfl1D) i<fD SAND~fONI (Mr*citUM,;hAINI o)
Ll1~PLl~lf-il*/.'
SIL1~1Ur~,r. (t1At*L 1 )
~Ul*~L<,
Vt:<<Y I I~)[
C.'l~ I IJED SI' NOS TONE
';RADF.S 10 Rf.D SllND'I" SILTSlONf 110H IN.; COMP F 1 FD ON 9-2{,-,'.;9 il**ff,; L£V£L
~' ')01 ON IQ-211-69 BORING 136A MJlll'l/iC6 <a1'10ll +I ~I
- 5 I
~
llY.a..*
0 -- *- -*
~--... -*,,*,.*D*ll*I *~,*i-*A****o*w*N-CL*/l*\\*l*.,-f*l*N*f-SA*N*D*\\-S*l-L T
/0 2'/ ~
1Jfl/:!
11 l t ML 40 -
1
~--:ill'liii""iiiiii""" __
>'II Tl\\ :-(l,1(
<<ClCK f R/11;t.1fNT~
BllUNSWICK SHALE-RED 51\\NDY SILTSTONE (1.1rn I UM HARD ro H... RD)
VERY SANDY FROM 23 1 TO 25 1 RED FINE GRAINED SANDSTOl\\IE (HARO)
BORING COMf>L ETED ON g-~-6(}
WATER LEVEL @ 8'i 1 ON I 0*24-69 DEPrH IN FEET BORtNa 134A c::r $Y.a..6 0 -
$0 ao NOTES:
HI[>(") I '.iH-l*!(Qf.'l 1 r,1 /."
'::. 11 r,4t DI !.I'/
J 11 H)
RktJN>~llCK Stl... Lf-*1£001!>11-l,lflOlilN !>tlAl.£Y SILTSTONE (11... RD)
J.lEDD 1 SH'"ClROWN S 1 L TS TONE (HllRD)
REDDISH-llROWN FINE GR... INfO SIL Y
SAllDS TONE (MODER... lfL Y H,ORD)
REDD I sH-AROwN f 11,E GR... I NED s... NOY SIL 1 STONE (t.1DDERI\\ TEL"* HP.RD)
REDDISH-RROWN FINE GR.&INED SILTY SANDS TONE RfDDISH-[lftOWN SIL lSTONE (HllRD)
REDD! SH-AJ.lCWM VERY I' I NE GR... I NfO II l TY 5ANDST0Nf
"'fDDISH-i<ROWN SIL TY Sllf<.DS'ONE (H...,_D)
R~DDI sH-r-f>utJtJ 51* TS *c~JE (H.. RC.)
HIGllLY JOINTED l\\ND FRACTURED;
~1-5 1 TO 85.0 1 REDD I SH.BROWN SIL f., FI NE GRAINED S... NOS TQ~IE (H... RD)
RFOD I SH.RR OWN SIL 'IS !ONE AO,_ li'<G CDMl"L f TED ON g-~Q-':g
~,1'1fH LfVfL POT
~~[COROfD
- 1. See notes on Figure 2.5-22, Sheet 1 for
- additiOt'llll explenation of log1.
- 2. For IOC1tio111 of borif111,.. F.,,.. 2.5-20.
- 3. Logs prepared by o.,.. mnd Moon.
LIMERICK GENERATING STATION UNITS t AND2 UPDATED FINAL SAFETY ANALYSIS REPORT IWllCWll9 SHEET 9 OF '37 FIGURE...
BOfttNS 1 !50
~
.,..,,_ +250. I 1 Tri
~
rn.<<*
o 1~;-~---~gr-~~~~~"Tr.'r"~rnm-
- 26.
llHUNSllll CK SHALl* IAN, YfLLOWI SH.BHOWN SHALE INl[fH!F.DDfO 1111 IH TAN FINE 10 MEO I UM GHA I NED SANOS TONE ( SOf'T ro MEDI UM HARD)
LDC KA TONG Mf:ll9ER.8LACK SHAU'.
CARllONA*
CEOUS 1111 IH CALCITE S rR I NGERS (HARO TO llERY HARO)
OA*K GRAY SLIGH'LY SANDY SILlSTONE CALCARE:OUS
\\/EllT I CAL *HIGH ANGLE FRACTUIU:
GRAD I NG GRA)
HIGHLY FRACTURED ZONE INTERBEOOEO BLUISH.GREEN llLTSTONE ANO BROWN MEDIUM GRAINED SANDSTONE llLACK SHALE 1111 lH FEW CALCITE STRINGERS CARllONACEOUS (tiARO)
GRAY SLIGHTLY SANDY SILTSTONE-BANDED CALCAREOUS ( \\/ERY HARD)
GRAD I NG GREEN I SH.GHAY GRADING LIGHT REDDISH TINT l!RUNSllllCK SHALE-DARK REOOI sH-11RoWN-GRAY SLIGHTLY SANDY SILTSTONE NON-CALCAREOUS llROWN FI NE TO MEO I UM G RA I NEO SANDS IONE HIGHLY FRACTURED.FRIABLE (MEDI UM HARO)
REDD I SH.BROWN SIL TS TONE 1 SANDY A I TOP (HARO TO \\/ERY HARD)
OCCASIONAL HIGH ANGLE FRACTURE REDD I SH.BROWN SHALEY SIL TS TONE (HAllD)
GRAYISH.8ROWN PYRI TIC FINE TO MEDIUM GRAINED SANDSTONE-SOME SILT (VERY HARD REDD 1 sH-llROlllN SANDY s IL l STOr.E GRAD I NG GRAYI SH-l!ROllN WI TH INCLUSIONS (VERY SAt<OY)
PEBBLE ZONE "EOUl:>H-tll<UWN-(;RAY FINE GRAINED SANO-STOMF. (HARD) ar<ADlrJ*, MEDIUM flF1AINCO INrERBflJDED sA~msro~JE AND s1L1s:oNE REDDISH-BROWN SIL1SIONE (HARD) WITH CALCITE INCLUSIONS
- -EW CALCITE INCLUSIONS REDDISH-GRAY FINE 10 MEOIUM GRAINED SANDSTONE (HARO) 1NTERBEDDEO SANDSTONE WI 'H SILTSTONE
'\\_
FEW CALCITE INCLUSIONS
"-.cLAY SEAM GRAY FINE ro* MEDIUM GRAINED SAN!!ISTONE (HARD)
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 GRAY I SH.BROWN FI NE GRAINED SANOS TONE (HARD)
REDDISH-BROWN SLIGHTLY SANDY SILTSlONE FEW SCAT'ERED INCLUSIONS (HARD)
DE,.TH IN FEET 1ao ZIO z~o
- 140, 160 I~
BORINC! 1!50 SHALEY ZON[
QR,\\OING SANDY WI TH CLAY INCLUSION!>
GRAD I NG
!!ANDY LESS SANDY, FEW CALCITE INCLUSIONS FEW CALCI TF.
INCLUSIONS REDDISH-BROWN 'O GRAY SILTY VERY FINE TO l'INE GRAINED SANDSTONE (HARO)
SIL TS TONE LAYERS GRAD I NG M!':D I UM TO COARSE GRAINED REDDISH-BROWN SIL s*oNE (HARll) FEW CALCI '[ STRINGER ANO INCLUSIONS GRAD I NG SANDY PE!!JBLE ZONE PEB!'LE ZONF LIGHT GRAY FINE 10 MEDI UM GRAINED SANDS TONE (tiARO)
SIL TY ZONE FEW JOINTS WI TH STAINING REDOI SH-AROWN SIL TS TONE INTERBEDDED WI 'H Rf DO I SH-BROWN VER) FI NE TO FI NE GRAINED SANDSTONE (HARD 10 VERY HMO)
-SDMI' CllOSS BEOD I NG REOOI SH-BROWtl SIL TS TONE (HARO) FEW CAlC I TE I NCLUS 1 ONS GRADING LESS CALCITE INCLUSIONS (iRAOING SOME FINE GRAINED SAND-STONE LIGHT GRAY FINE TO MEDIUM GRAINED
!!ANOS TONF (HARO)
REDD I SH *I" ROWN SIL IS TONE (HARO)
FEW CALCITE l'ICLUSIONS GRADING SOME SANDSTONE llORING C~U:Trn ON 10-22-69 W~TF.R LFVEL NOT RECORDED DE,.TH IN FE Er = I
&OW o~'
8;!"
125 "
IO RO 30 40 50 60 70 ao so IOO llO
$YW<<JL*
REDD I s11-,,ROWN FI NE TO MfOI UM GRAINED SANDY SILT (MEDIUM Sr!FI' TO SllFF)
BRUN SW I C:K SHALE
- REDO I SH-l!ROWN FI NE TO MED I UM GRAINED SANDY SIL TS TONE (HARO)
SHALEY ZONE GRl\\OING SANDY FEW CALCITE STRIN8ERS GRllD I NG VERY SAND' REDDISH-GRAY SILTY VERY FIN[ TO,.INE GRAINED SANDSTONE-MASSI\\/£ (HARD)
REDDISH-GRAY SANDY SILlS,ONE (HARD)
FElll CALCITE STRINGERS GRAD I NG VERY SANDY GRAY \\IERY FINE 10 FINE SANDS10NE LAYER REDDISH-GllAY FINE SANDY SILTSTONE SHALE PAR' I NG VERY SANDY ZONE GRADING VERY SANDY WI TH SOME SANO-SlONE GRAY VERY FINE TO l'INE GRAINED SANO*
$TONE (HARO)
SOME SIL STONE GRADING REOOI SH GllAY llERY FI NE TO FI NE SANOS TONE WI TH SOME RED SANDY s IL rs 'ONE LAYERS Rf Dlil 511-f'l<OM> Slll\\LEY SIL* s*10NE (HllRD)
"RAUi N*, I. fl<\\
SANO\\. M*O (iflAY GRAY FINE GRAINED SANDSTONE MASSI\\/[
(HARO TO llERY HARO)
WELL CEMEN fED GRAD! NG DAllK BROWN-FR I ABLE PEBBLE ZONE GREENISH-GRAY FINE SANDY SILfSTONE PEBBLE ZONE GRACI NG VERY SANOY-GiRAY fEW SHALE PARTINGS PEBBLE ZONE BLUI SH-c;RAY SIL TS TONE LAYER REDOISH-AROWN TD GRl\\Y SILTY VERY FINE
- TO FI NI' GRAINED SANr>S T9NE L.WEP REOD I sH-BRO~*fJ SIL TSTOr~E \\HARD)
GRADING SANDY IN PART FEW CAL<~I TE:
INCLUSIONS ANO STRINGERS FE:W SANDY ZONES CALCl1E INCLUSIONS CALC I T*E INCLUSIONS GRAD I NG SANDY l!IORING COMPLETl!:O ON 10-22-Sq WATEf< LEVFL NOT RECRODED IO 30 70 NOTES:
IU/lnJC6 Alta,,. + 122.4 1 r.. ~* :-,
' 1_ J. *
->O; I)
RED SIL' G.. AVE_
HI GHL' FRAC TUREO AllU~ISll/I CK SHALE -
DARK RFD SIL TY SHALE REDDISH.GRl'Y,HIGHLY FRACTURED, FIN(
GRAINED SllNOS TONE DARK l*ED SILTY SHllLE (HAf10)
AOUK flF:O, flN[ uRAlllfO Slll!OY SILT:)TOIJE (H,<i<O)
A111 :*t( ;n:o. FRACTURfD, SIL TSTOfJr (HMiO)
RED FI NE r-RA I NED Sl.L TY SANOS TONE OllRK RED, HIGHLY FRllCTUREO, SILTSTONE
~HARD)
F!ORING COMPLE:TE:D ON IQ-I-Sq IMT.tH LEVEL fii 3~
1 m1 1()-211-E'I
- 1. See notes on Figure 2.5-22, Sheet 1 for lddition*I exp&*n*tion of logs.
- 2. For loc.tions of borings, see Figure 2.5-20.
- 3. Logs prepwed by o..,,.. *nd Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 10 OF 37 FIGURE 2.1:12
DEPTH IN FEET BORING 152
~
AEtaTIOll
- 254 *.gr 0 ~
,,,... _°'-"---.......... -*!!"'Xlfll'-~!'!!!"!"IO,!'!"-""!!'!"~'!'!""'!!'~
L I GHT YELLOlll SH-llROWN CLAYEY SILT ML 50 SHALEY IN PART (HlllHLY llEATHEFU:O)
(STIFF TO MEDIUM STIFF)
GR,0.0ING FEii HARD LAYERS LOCKA TONG MCMllER-!!L UI SH-GREEN SHAL EY SILTSTONE FRACTUREO IN P'ART GRACING YELLOlll IH-BROllN SOME I NTERllEOOEO SANDSTONE
!!LACK ANO TAN SHALE INTERl!EOOEO Ill TH r, REEN I SH-BLACK 51 L TS TONE (M£0 I UM H,0.RO)
GLAY SE,0.M SLACK SHALE:, CA"BONACEOUS (HARO)
!iREENI SH-GRAY SIL TS TONE-CALCAREOUS (HARO) WISS 11/E SANDY ZONE GR... O I NG LIGHT REC GRAO I NG SANDY BORING COMPLETEO ON 10-2()-69 WATER LEI/EL ~ 21 1 ON 10-24~g DEPTH =
IN I FEET
&Oii OCOU#T
/0 RO
- JO 40 50 60 10 BORIN0 164
~
Altancw *258. 7 1
.. EDD I sH-eROWN SIL TY S.'IND TOP50 l L
!!RICK RfD,DECOMPOSED 1 SANDY SILTY SHALE
(~TIFr TO MEDIUM. HMO)
GRAD I ~JG UNWf.it. THERfD (HA~D)
GRAD I NG TO REDD I SH-BROWN 5 IL TS TONE AND SHALE llRUNSlllCK SHALE-GREYISH-11ROWN FINE GRAINED SANOS TONE (VERY HARD)
QRAO I NG MED I UM TO COARSE GR,I. I NED SHALEY ZONE REDDISH-BROWN SIL TS TONE ANO SHALE C.'IL C I TE INCL llS I CNS SOME SAN{)
GnAD I NG SMIDY WI TH CALC l TE l/E I NS PEBBLE ZONE SH.ALE~
PEBBLE ZONE PfBBLE ZONE REDDISH GPA*f SILTY VERY FINE 10 Fl"JE GRAINED S,O.NDSTONE; FEii CLAY FILLED INCLUSIONS CL,O.Y SEAM CL~Y SEAM Gfl,O.DING MEDIUM GR,..INED SH,O.LEY ZONES RFD[l I sH-flnowN SIL TSTONF (H.'\\RD) nw r11Lr.1rr srP1f1r,rns S'.lME CALCITE INCLUSIONS.'IND STRlrJGERS GRAD I NG SANDY I PURPL I sH-oqAY GRADING RED-LESS SA"JDY FEW SH.'IL E P... RT I NGS GnAD, ING REDD I SH-GR.'IY. SANDY 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
<;RAY FI NE GRI\\ I NfD SANDS TONE (HMID) r.11oss-Elf'DDEO 1NTER"'[DDF.0 FINF. GR,,INED SANOY SILT*
STONf A"JD VFRY FINE GR... INl"O <;ANDSTONE (H!IRD TO VFR'r Hit.RO) HIGHLY JOINTED BROWNISH.GRAY FINF. GP.'llNF.D S.'INDSTONE (H,..RD) SL I 11HTLY rn I AALE
<~FOOl<;H-l'!ROWN SILTSTO~IF lH.'IRD)
RPOWNISH-GPA)' F l~
1 f GJ7,-~NFO TO MEDIUM Gr>A1r11 D SAl*JD'; 'IJrJ.~ (>!ARD)
RrDD I sH-!lr<OWN s I LTSTONF (H,,RO) C,0.L c I 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 ON I r.i-;:>11-r,')
DEl'TH,=
IN FEET BORING 166
~
Altancw+217.2 1
&Oii 0 COU#r
$Y-._<<_*,..._'!'!!'!'~!'!!l!!!'~*~Xlfll'~"!!"!"!i'!"r."'!'~.-~"'!'"'"""!""'111111111-RE0D I SH llROWN FI NE Sit.NO't' SILT WI TH TRACE OF CL!IY (STIFF)
IO RO ao 90-110 FEW THIN SANOS TONE LAYF.RS
!!RUNSWICK SHALE-DARK BROWN
~INf GRlllNEO S.'\\NOSTO"jf, FRI !l!ILE (HllRD) 11EDDI sH-11RAY SILTSTONE, SHALEY IN PART (VERY HARD)
GRAD I NG VERY SANDY GRAY FINE GRAINED SllNOSlONE BED (HllRD)
REDDISH.GR.'IY FINE 5.'INOY SILTSTONE (VERY HARD)
SHAL'E ZONE SOME CROss-llEOOING SHALE'!' lll'TH C.'ILCI TE STFI INGE"'S r,RAO I NG REDO I SH-llROllN FEW CALCITE STRINGERS ANO INCLUSIONS D!IRI< BROllN Fr NE GR.'\\ r NEC SANDS TONE LAYER REeD I SH-BROWN SHAL EY s IL TS TONE (HARO)
SANDY IN f'!IRT Gl>.'IDING VER't' S.'INDY GR.'IY rlNE GRAINED SANDSTONE-MASSIVE SIL TY IN PART PEflBL E ZONE RcDDI sH-GRA\\ SILTSTONE LAYER GRADING MFOIUM TO CO.'IRSE GRAINED GR.'IOING FINE ()RAINED fffDOI SH-GHA\\ SANDY SIL lSTONE (tiARD) 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)
~r:w ~11L~r Tr INCLUSIONS GR.'ID I IJG S.'INDY 111 TH SO"'E CllLC I TE STP l'iG~ns THrN GRfrN SH~E LAYER MllSS I VE GRllDING l/ERY SANO'!'
F Fii Cjl\\Lr I TE I NClUS IONS f"fW SHALi" Pjl\\RTINGS REDDISH-r;R,'IY l/fR't' FINE TO FINE GRAINED SMIDSTONE (H.'IRO)
SOME CROSS-Bf OD I NG GRADING MEDI UM GRAINED.DARK llROWN GR!ID ING SIL TY
~ORIN!; COM*~ETED ON 10-21~9 WATEn LFVEL ~')()I ON 10-24-6<)
DEPTH IN FEET BORINC3 1eeA
,_!;~T..... -.
- -r:
- o~""""
~,~,-------..------------------------
~o 30 NOTES:
r;fL'ul)~t-fi*OI"~;; FlMf GRA.JrJfO SANDY SILT (Mtel UM ST I ff)
UW SIL TSTONF LllYERS f<EDDISll-BROWN SILTSTONE (HARD) FEii CALCITE STRINGERS ANO INCLUSIONS Sjl\\IJDY I~. PART RrDDISH-flROlllN*SILTY FINE GRlllNEO SAND*
S TONI
(>iAllO) l"if DG I SH-~ flOWN SIL TS TONF (H.'IRD)
REDDIS~i-BROWN SIL!' VERY FltJf TO FINE GRA I tH I) SANDS TONE (HARD)
REDO! SH-BROWN SJ L TS TONE (H.'IRD) FEW C.'ILC I TE INCLUSIONS AND STRINGERS
$HllLfY ZONE REDDISH-BROWN TO GF!AY VERY FINE TO Fl'£
<311,a, J NCO SANDS TONE (HARD)
Rf DD I SH-BROWN SIL TS TONE I NTERefDOEO
'NI TH 51L TY VERY FINE TO FINE G"'AINEO S,llNDS TONE (!-!ARO)
LIGHT c;R,a,v FHJE GRAINED TO MEDIUM Gf'lll r~rD SANDSTONE (HARD)
RFOD I SH-BRO.-ri 51 L TS TONE (HARO) 801111\\li CDMPLfTEO O~J 10-23-9 wt.Tr<< LFl/fL fJOT <<r;OHOED
- 1. SH noWI on Fiture 2.5-22, Sheet 1 for
.tditionel txplen.tion of logs.
- 2. For locetions of boring1,... Figure 2.5-20.
- 3. Log1 prept!Nd by Demes Md Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
~L4*
SHEET 11 OF 37 FIGUREa.1111
llE"11 I#
FEET IO 10 ao
/00 110 I.. 0 l"O 160 -
e I l!K>flttNe 187
..... 61.1~+211.41 Htl<J'tf!J :.At1D'(
1 Lf,\\ !OP,f)IL Ht.Olll '..:>li-Hl*li'Nr!
i-lf1f_
10 MEDI UM ~ANOY f'l A 'f-~HI{ K \\
!IHl-Jf.J,~11' 1tll1l.I -111 IHJI ~)tt-1111<1WfJ *,11 I;, 10"11
'.ll'ilJrl', '.../11!'11
(\\.WH'r H,-1,IJ)
STOl'<f DARI( RfOO I sii*1111owN SllNOY s IL rs TONE
(~1Mrn)
DARK BROWN VER' JANDY SIL TS TONE (LI MON I H:)
N[DOIStl-flnOl'IN TO BHICK RED SIL"S10Nf' M*:,s 1 vr REOOISH-BilOWN rlNE Gl1*1Nf0 VEllT SPNOY SIL TS TONE (VEllY HARO)
!ff OD I 5H-hl'O'Nr I s IL TS T OrJE-l*Af. ~s I vr. *.,1/-.1 l'r lHI r1
/*L* I TF 3F.A*As REDD I SH-p:1c'MJ FI ti[ Gl<.A I rwo
~/dJ[JS rOf!F rHlrHLf (H/\\RU)
D*~K f'ED SHALEY SILTSTONE llfODISH-~-.OWN VE<<Y SA"JQ\\
SILTSTOfJE (vEc<Y Hr HD) M/\\SSI Vf O.A1d(
- ~EIJOISt-1-AHOWN FIME Gr1r1~ffo Sf*~ID sr:iw (vFnY H*rio) h:EOGISH-P*~GN~-J VEf.'Y S.ArJOY SILTSTOr'[
(v~'*Y HA<>) "ASSIVf
'- REeH~ ~~r Tgr. ~~ ~ y S ~~ ;~)'JNE 'H SSI v~
G~.ADlrJG 11[..... y s1~rmr
"-f<fDQIS;1-;1,Ql\\rJ SILT\\ SrrJDSTO'-Jr (*1f,,;
Ii~ *-0)
<<E"O SIL fSTOIJE (HARO)
't-<fOOISH-f***ONt~ StLT'I SANDSTJ'!F (vF
'l-11;-..*r>)
P1 OWN ro ()d/,'l t,W[*lllM lili,l\\)~!rO SANO:jTON[
(HA1m)
-tlEOOI sH-r>l/QWrJ SIL TSTONt:
(H~i.o)
GHADlrJl.i SAf~O'I-QlllAY-l't[DD1sH-BflOlllN '!ILIY *11*_-
GRAOIWi
~~fOIUM r:i~A!f"J:':l-
~FCDI s>--Elf'DWI. SILTST01,r (Hrl<O) llROwr.1sH-GRAY FINE GRlllNED TO MF DI UI<' "RA I NfD SAf'<DS'TOt1f GllAY*nroo1~111-eROWN SILTY VFR\\ rlNf GRAINFO SANDSTONE INTfRllFOOro WITH Rl-00 I ';H-liROWN SILTS TONE (HllRD TO VEf<f HAkO)
REOOfSH-~ROWN SIL !STONE (HARO) llOH I N<.i COMPL f TfO ON I 0* I 0-9 1.AT1i; u*vrL Wl 110~-' ON I n-:'.!1-t"--)
DEPTH IN FEET a.ow COU#T 0 -* --
JO "o
70 ao
- o IOO
° BORIN8 1ee llJllll'M:6 ~
- IE9. "° 1
- wro r l>rilO I -;11*n**OllllJ SMIOY S 11. T SOFT or O*At'OSI [) l<fOO I SH-llRO!f"l VERY SllNOY SIL fSfONf SHALt -Rroot SH-f!ROWN Y[O I lM SMIOS TON(. (HAllD)
SIL 15f0N[ (MEOIUlil HARC)
H[llD I SH-111<01111; SIL TY FI NE GR,- I NEC VNDS TONE (11.. HO) 1<[00 I SH-llllDlllN FI NE Sl*NOY 511. TITOl>j[ 1 VFHY MASSIVf (vERY HARO)
- roo1sH-t!ROWN SILTY FIME GR.-IN[C S.<MOS TOtl[ (VERY H*f<D)
-'EDDI SH-!!llOlll!*I SMJOY SILTSTONE f'l*I< µFD THlrJLY llED0£D FISSIL IH,t.L[
(SOFT TO MOO[l<ATfL Y H,.RO) l'l<OW*JISH-f1ED SANDY SILTSTON[ (VERY.
llf">D)
Srt~LE\\
O/\\R K Rf DO I SH.flROllll'I Ft l>j[ GR.- I Nt: 0 SMfOY s IL TS TOrl( ( vrRv H*RO)
H~OOISH.l!NO~ SILTY FIN£ Gil'AIN£D SlllJOSTONf*SLlliHTLY FRIA~L[ {HAl'IO)
L IGIH EIHOWNI SH-!H!AY V[liY SANDY SIL r*
sTom (tt.u<o)
REOOISH.8ROlllN SILTSTONE SOM£ IAl>jDll'IO LIGHT !!ROWNISH.GRAY Fil~ GRAINED VERY SANDY SIL TS TONE (HARO)
-:,RACING LIGHT GlllAYISH-!IROWN SILTY FINE TO COA~SE GRAINED SANDSTO!>j[
(vFRY HARO) fRI ;:I( RED SM-!DY SIL TSTOI~
li~,t.O I NG Stt,t.L (Y GR,t.O I NG WISS I VE GRAD I NG l'URl'L I SH-RE 0 REOOISH*c.HAY SILTY FIN[ GRAIN[O SAl>j0-Sl0"1£ (VERY HARO)
GRAOlllG MEDIUM TO COARSE GRAll>jEQ GRAD I NG FI NE ii RA I NE 0 liRAOING MEDIUM TO COARSE GRAll>jEC SOME CL,t.Y F ILLfD VUGS GRAOIN'* BLUISH-GRAY FIN[
TO MCOIUlll GRAINED SANDSTONE (HARO) ii RAO I NG M<:O I UM TO COAR5[ GlllA I l>j[Q SLIGHT1.Y WEATHERED GRAOlll(i rtNf GRAlll:EO RF 00 I SH.l!ROlllN FI NE GRAIN[ 0 :;,t.NOY SIL TS TONE (vERY HARD)
G~,t.QIMi eROlllN SILTY FIN[ G!ilAll>jED SANOSTDr1f (,fRY H.-Ro)
HCiHll Sn*&..O*f'< ~ t Nf 1ir<AH1~D SANO' SILTSTONE 1111 TH SOW SILTY Fit*[
GR,t.I NED SllNOSTONf (HARO)
BORING COMl'LETEOON 10*10-9
"'llTER LEVEL NOT RECORCEC
/JEl*TH i I#
FEET
&OJI llORIN8 18Q llJlll'//IC6 616..,,.,
- I 74. 4 I 0
~~
1r~-°'-*...., ____
- _~_,,.
___,_"11# ____ _
~5"'
IO 10 30 "o
60 60
- o IOO
° 130 flllUNSWICK Slf'l.E.REOOISH.~ROlllN Sil. I 1111 TH
'ilitlll_ I FHl\\uMfNTS
,;lll\\Y I oH-llllOlllN' wrA THERro, 1111 0 I l*M ltllA I Nt D S/\\IJD',.vr!f(MOD[RATFl.Y.HARO) kEOD,,.r-011owri SI I. TS TON£ (HARo)
GRllYIS~*-f!ROWN VEl!Y FIN£ GRAINED TO r1r1f CiRI\\ I NfO ~*NO:> TON[ (HAHO)
GR.AiOfS GR,.,YfR 1,1111ors TO VE!t'r F INF GRAINED Sii. TY SllNDSTON[
RfOOI s11-!IROWt1 SIL. TSTONE (HM<O) l<lOlll~H-F!llOWN TO AROlllN F'fNE GRAINED
, SANOS IONf (1<llRO) kfDDI SH-~ROWN ~IL TSTQllJ[ (HAl<D)
GRAYl~H-l!RO.,,,. ~IN£ GRAIN£0... ICtllC[0US S.-NUS TOPJ[ (MOOE RA TEL Y HARO)
RE DOI S'1-!!HOWN SIL, TSTONf (HllRO)
HfDOI SH 9 BROWN FIN£ GRAINED SANOS TON[
(1ti1HO)
~fODI SH.BROWN MASSIVE SIL fSTONE (Ht11RD)
SIL TY SANOS TONE IHDDl~H-f'flOWN SILTSTONE INTEIH!ED0£0 AT TOP GRAY I SH.!!RDWN FIN[ GRAINED SANOS TONE (HllRO)
RfODI ~H-8k0W~>I S'L TSTONf (HARO)
GR,t.y, REDOISH.8ROWN vERY FINE GRAINED SIL TY SANDSTONE (H.. RO)
REOOl 5H-flROWN 511.l; fOME (HARO)
~R,t.y, Rf DOI SH !!ROWl1 SIL TY S*NDSTONE (HAHD)
Mt:UDll>H-llHOWN Sll.TSTO~*( (Hllilll)
GRAY. REOD I sH-DROlllN s IL TY VERY r I Nf c;n111"fD SllNOSTO~JE (HllRD)
RfDOI SH-!!ROlllN SIL TS*TONE (HllRll)
GAAO ING SANO'Y GRADING TO MEDIUM GRAINED
!!O ~ 1 NG COMl'L f'TfO ON I 0-14*<~
WATER LEVEL NOT RECOHDfO DEPTH IN FEET 66%*1E%
10 RO "o
60-BORING 201
$lll#'llCE AIWArlOll
+ I 60. 51
REDOI SH.BROWN.CLAYEY SILT WI TH !I FEW ROCK FRAGMENTS GRAD ING WI TH MORE ROCI< F'RAGMENTS TOP OF ROCK @ E~
1 BRUN SW I CH SHALE REDO I SH.BROWN SANDY SIL TS TONE (MEDI UM HARO) WEATHERED TO 10 1 SI l TS TONE BE COM I NG HARD AND UNWEATHERED WEATHERED /\\ND SLIGHTLY DECOMPOSED IN ?
11 ZONE@ 16 1 SOME HAIRLINE CALCITE FILLED BEOD I NG JO I NTS SLIGHTLY WEATHERED -
LAYER OF VERY FINE-GRAINED SANDSTONE FROM 281'-2<1 1 GRAD I NG LESS SANDY SLIGHTLY WEATHERED@ ?4 1 GRAD I NG WI TH SOME FI NE SAND GRAD l"NG WI TH LESS SAND
- o-~-....... __.
GRADING TO REDDISH-BROWN SILTSTONE WI TH CALCITE FILLED BEDDING PLtllNES LEl#T#
0, C0/1£ llUM,.
'£1'C£MT llECtwEll'I AllD II. 0. D.
NOTES:
BORING COMPLETED ON ?-E*70 CASI NG TO 60 1 WATER LEVEL NOT T/\\KEN
?00-LB* HAMMER DROPPED 24 11
- 1. SM notes on Fiture 2.5-22, Sheet 1 for 8dditional 1xplMation of logs.
- 2. For locatiON of boring1,... Figur1 2.5-20.
- 3. Logs preJ*ed by o.,,.. and Moor1.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 12 OF 37 FIGUREP.11
BORING 202 50-
- 0---...... -
LEl#TH
., CO/IE
~llCEllT llECOflE/W MID If. fl 0.
+I ';J/. 2' CLAYEY SILT WITH ROOTS REDDISH-BROWN CLAYEY SILT GRADING WI TH ROCK FRAGMENTS TOP OF ROCK@ 71 BRUNSWICK SHALE REDDISH.BROWN SLIGHTLY SANDY SILT*
STONE
- MED I UM HARD
- BROKEN AND SLIGHTLY WEATHERED TO 15~
1 GRADING TO MEDIUM BEDDED TD MASSIVE SILTSTONE, HARD SLIGHTLY SANDY FROM 27~
1 TO 28 1 GRADING THINLY BEDDED AND WITH CALCITE STRINGERS FROM 41 1 TD 43 1 GRADING TO MASSIVE SILTSTONE BORING COMPLETED ON 3-10-70 CASING TO 10 1 WATER LEVEL @
300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARRE_
IJEl'TH It:
BORING 208
'EET --
COUNr SYM<<>t.$
0 17-l'I
---.-~RE!!'!D!!'!O!"!l"!!S'!'f!H~-B~R!!'!O~W~N~CL~A~r~E~Y""'!!'S~I L"'!T~W~l~TH~R~O~O~T!"'S TO I' 29 l'I 62 II 70-Lll#TH
., CO/IE
~llCEllT ll<<WllW 1119 If. fl 0.
ML GRADING WI TH ROCK FRl\\GME'NTS TOP OF ROCI(@ 12-!! 1 BRUNSWICK SHALE RFDOISH-GRA< VERY FINE-GRAINED SANDSTONE *MEDIUM 13EDDED WI TH LOCAL SIL TS TONE LP YERS
(1~
11 SPNDSTONE)
REDDISH-RROWN SLIGHTLY SANDY SILTSTONE MASS IVEL Y REDDED, HARD BDR I NG CDMPLE TED ON 3-2-70 CASING TO 12 1'3 11 WATER LFVEL 140-LP* HAMMEP@ ~0 11 FAr_L NY OOURLE TURE C:ORE r:>APRFL DEPTH IN FEET BORING 211 t#/J:r $YWOLS 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..
RO 30 40
- o -Ullll=::::J LEl#TH
"'CO/IE
- 1111111,
,.EllCEllT llECWEll'r A/llD If. ti. D.
FRAGMENT TOP OF ROCK @ 51 BRUNSWICK SHALE BROWN SIL TS TONE-MED I UM HARD BUT WEATHERED AND HI Cl HL Y FRACTURED TO 3QI GRADING WITH FINE-GRAINED SAND GRADING WITH LESS SAND GRADING LESS FRACTURED HIGHLY FRACTURED ZONE FROM 35 1*37 1 HIGHLY FRACTURED FROM 40 1 TO SQI GRADING WITH MO~E FINE-GRAINED SAND GRAY.GREEN I SH SANDSTONE BORING COMPLETED ON 3*5*70 NO CASI NG USED WATER LEVEL 140-LR HAMMER@ 24 15 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH IN FEET BORINC3 213 1 om;-1+0%
RO 40 60-LEl#TH O' COllE lfll#,
,.EllCENT llECtwEllY AND If. O. D.
qfDDI SH-r:POWf'! SIL 1 5 '0" 1f Hl"iHL'Y W[P.THFPID f-'~D
~,;...
l, 1 ~TG SRP.O I io Hf.t--'O r
THI~~ L/1'rFR 0~ GqE~f\\J SHALE r.,t..QL"'
cqt>". 1 l 1 PED ;:-PQM 50 1 1 0 r_Jj I P0RIN!3 rD'.IPLETfD Q',~ 2-zc:-7Q
'ASl*~3 '0 11 1 WATER LE\\IFL (] 2 1 -~" Of\\!
~-~-70 14*1 -LP*
Hl'-M~~r'.:J 0 30 11 ct>.LL
\\.Y rOG:F r.t-~~FL lSFD DE/l'TH IN FEET BORINC3 214
~
$YWOLS DE8Clfl,.r/Old 0 ---------.-*,.,*,*,*F*R _____________
10 l'"'l'f;-, I RO -
30 --
40--
LEl#TH O' CO/IE
- llUll,
,.EllCENT llECtwEll'r A/llD If. O. D.
DEPrH 1 IN FEET GP RROWN FI NE TD COARSE SAND WI TH COARSE SRllVEL AND COBBLES
!OP OF ROCK AT 12~
1 P'li!NSWI CK SHALE PEDDISH-eROWN SILTSTONE -
WEATHERED MJC LIGHILY FRACTURED TD 22~
1
- PP.DING WITH FINE SANO GRADINS WI TH LESS SAND
'.:;RE':N I SH.GRAY SHALE-PAR1L Y Wt A 1HEREO pcJD FRACTURED fOPING SOMPLETED ON 4-1-70 r PS I NG TO I 2~ 1 140-L P. HAMMER (ciJ 30" FALL NX DOUBLE TUBE CORE f'ARREL
<<OW O COUNT SYWOL-*s ______
,.,_x_'lf,,._r,*'°"'--------~
10 l'I ML GRAYCLAYEYSILTWITHORGANICMATTER JO Ei8 l'I 77
~
92 l'I 70-LEl#Tlt
°' COllE
- 1111111,
,.£1'CEllT llECOtl£/W AND If. fl 0.
ML TO 1~
1 REDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS AND OCCASIONAL SAND POCKETS GRADING WI TH MORE ROCK FRAGMENTS TOP OF ROCK@ 1515 11 BRUNSWICK SHALE REDDISH.BROWN SILTSTONE* HIGHLY WEATHERED AND FRACTURED TO 32t 1 GRADING SLIGHTLY FRACTURED GRADING HIGHLY WEATHERED ANO FRACTURED FROM 46!
TO 52t 1 REDD I SH.BROWN SANDSTONE
- H~RO WI TH A FEW FRACTURES SECONDARY WEATHERING FROM Ei2~
1 -Ei5 1
BORING COMPLETED ON 4-6*70 CASING TO 1!3 1 WATER LEVEL@
300-LB. HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE B~RREc DEPTH 1
=
IN FEET BORIN0 216
~
Al.. TIOll +IE!3'
~
SYWOLS
() ~l'I
---.--R-ED*D*l*s*H~--BR*O~WN-*C-LA*Y*E*Y-S*l*L*T--------
- 83. l'I LEl#rN
°' COllE
'EllC£11r llECOfl£/W AND II. 0. 0.
NOTES:
ML GRADING WI TH ROCK FRAGMENTS TOP OF ROCK @ 91 BRUNSWICK SHALE REDDISH-BROWN SANDY SILTSTONE SLIGHTLY WEATHERED TO 231 GRADING TO LESS SANDY REDDISH-GRAY TO REDDISH-BROWN FI NE-GRI\\ I NED SANDSTONE REDD/ SH-BROWN SIL TS TONE REDD I sH-13RllY CROSS-BEDDED SANDS TON£ REDDISH.BROWN SILTSTONE BORING COMPLETED ON 3*4*70 CASI NG TO 10 1 WATER LEVEL @ 30 13 11 ON 3*5*70 140-LB* HAMMER@ 3()
11 FALL NX DOUBLE TUBE CORE BARREL
- 1. See notes on Figure 2.5-22, Stwet 1 for Mtdition*l expl8n*tion of logs.
- 2. For locmtions of borings, see Figure 2.5-20.
- 3. Logs pre pi red by D*m*und Moore.
LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT CMM'lllCL081 SHEET130F37 FIGURE I.la
/IEl'TH I#
FEET i BORING 217 IO
- o--
u*rN tlF CO/IE llUll.
~llCEllT 116COVEIW MIO 11.0.0.
GRASS ROOTS TOP OF ROCK @ABOUT 5 14 11 BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE BADLY WEATHERED AND FRACTURED (27 14 11 TO 2gi4")
BADLY FRACTURED JOINTS AND VERTICALS (34 14 11 35 14 11
)
GRAD I NG WI TH MORE FI NE-GR A I NED SAND (44 1 TO 48 14")
BORING COMPLETED ON 3-19-70 NO CASI NG USED WATER LEVEL NOT RECORDED 140-LB* HAMMER @ 30 11 FALL DEl'TH IN FEEr BORING 218 I
&OW O~T IY.0'6 30-........,_....
LEl#rN
"'COllE llUll.
~EllCE#T llD:tWEllY AllO 11.0.0.
WATER BROWN FI NE TO COARSE SAND WI TH COAF'SE GRAVEL AND COBBLES TOP OF ROCK AT 7~
1 BRUNSWICK SHALE REDD I SH-BROWN SIL TS TDNE-H I GHL Y FRACTURED AND WEATHERED TO 2~
1 GRADING LESS WEATHERED ANO FRACTURED BORING COMPLETED ON 4-13-70 CASING TO 7} 1 140-LB. HAMMER @ 30" FALL NX DOUBLE TUBE CORE BARREL DEl'TH IN FEET i BORING 220 Mllll"ll<< AlwrllJll + I 72 1 REDO I SH l'IROWN CLAYEY SILT TOP OF ROCK AT APPROX* 416 11 BRUNSWICK SHALE REDO I SH-BROWN SIL TS TONE HIGHLY WEATHERED AND FRACTURED 5 1 TO 13 1 GRAD I NG WI TH FINE-GRAINED SANO LIGHT GRAY-GREEN I SH SANDSTONE
(
11 A 11 SANDSTONE) (MEDIUM HARD)
REDDISH-BRO_,,. SIL TS TONE WI TH WEATHERED AND FRACTURED 8-JOINTS AND VERTICALS ~1g" TO 39 1 GRADING WI TH FINE-GRAINED SANO
- o--........ ~
GRADING WI TH LESS SAND BORING COMPLETED ON 3-2-70 CASING TO 10 1 LEl#rN
"'CO/IE llUll.
HllCEllT lll't:OWllY AllO 11.0.0.
30 40 97%-75 60--
LEl#rN
°'CO/IE Hllt:EllT
/llEt:OIWllY AllO II. 0. 0.
WATER LEVEL @ ~
1 ON 3-5-70 140-LB* HAMMER@ 30 11 F"'LL NX DOUBLE TUBE :;DRE BARRE'-
BORING 221
""""" Al.. 110#. + 116. 7' REDD I SH-BROWN CLAYEY SILT WI TH ROCK FRAGMENTS TOP OF ROCK,._T 6 1 BRUNSWICK SHALE REDDISH-BROWN SILTSTONE SLIRHTLY WE,..THEREO TO 1 lt 1 VERY FI NE-GR A I NED REDD I SH-GRAY SANDSTONE GRADING TO,._ND BECOMING VERY FINE-GRAINED REDD I SH-GRAY SAN0'3TONE REDDISH-BROWN SILTSTONE BECOMING MED I UM BEDDED GRAD I NG WI TH SOME VERY FI NE SAND BECOMING MED I UM TD THI CK BEDDED GRAD I NG WI TH SOME FINE-GRAINED SAND BOR I NG COMPLETE 0 ON 3-4-7()
CASI NG TO II 1 WATER LEVEL AT 140-LB* HAMMER@ 30" FALL NX DOUBLE TUBE CORE BARREL IJEl'TH i IN BORING 222 FEET allW O OOUllT,.,,._,
40-LEl#rN
"'t:OllE llUll.
HllCEllT
""'1WllY AlllJ 11.0.0.
DEPTH IN FEET
- I
&OW OCOUNT IY~I 3
l!I
- OL I I I I I I 100%-3%
RO --+-t1...:.
70%-20%
70--
LEl#TN fJ' CO/IE llUll.
~EllCEllT 1'£CtWEllY AllO II. 0. 0.
Ill BROWN FI NE TO COARSE SAND WI TH COARSE GRAVEL ANO COBBLES TOP OF ROCK AT 11}'
BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE -
WE,.THERED AND HIGHLY FRACTURED TO 26 1 GRAOI NG LESS WEATHERED AND WI TH FINE-GRAINED SAND BOR I NG COMPLETED ON 3-22-70 CASING TO 11 1 140-LB* HAMMER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL BLACK RGANI FI NE SANO GRAD I NG TO BROWN IN COLOR TOP OF ROCK @ 8 1 I 0 11 (,.PPROX*)
BRUNSWICK SHALE REDD I SH-BROWN SANDY S 1._ TS TQ*IE HIGHLY FRACTURED Jo.LONG BEDDING PLANES &. VERTICALS (11 1 TO 21 1) 111 TH IN LAYER OF REDD I SH.BROWN CLAYEY SILT AT 23 1 3 11 BADLY FRACTURED JO I NTS ANO VERT I C,.L (30 1 TO 42 1 )
GRADING WI TH MORE F INE-GRl\\INEO S,._NO (55ig" TO 61 1)
BOR I NG COMPLETED ON 3-6-70 CASING TO 11 1 WATER LEVEL@
ON 3-10-70 140-LB* HAMMER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL
~-50
- o--
LEl#rN
"'COllE INll.
HllCEllT
""'1fMIW AllO 11.0.0.
NOTES:
BORINe 22e M#lll2 Al..,,. + 172. 71 REDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS TO,. OF ROCK AT 6 1 BRUNSWICK SHALE REDDISH-l'IRO_,,. SLIGHTLY SANDY SILTSTONE REDDISH-GRAY FINE TO MEDIUM-GRAINED SANDSTONE REDD I SH-BROWN SANDY SIL TS TONE -
HARO MEDIUM TO THICK.BEDDED REDDISH-GRAY FINE TO MEOIUlorGRAINED SANDSTONE REDDISH-BROWN SILTSTONE BORING COMPLETED ON 3-24-7()
CAS I NG TO I 314 11 WATER LEVEL@
140-LB* HAMMER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL
- 1. See notft on Figure 2.6-22, Sheet 1 for eddition.i expl.netion of logs.
- 2. For loe11tions of borings,'" Figure 2.5-20.
- 3. Logs prepered by Demes aid Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GR#HICLOGI
,SHEET 14 OF 37 FIGURE,.-..
DEPrH IN FE Er BORING 226
~
El.EW!fTIOll +I 17. 0' t.t::r SYlll*OLS D£$C/lll'TION$
0 4
l"I GRAY AND BLACK CLAYEY SILT
- SOFT 7
l"I ML-OL 10 66%-50 60-*
LEl#TH OF COit£ ltUN.
1'£/ICENT 11£CtWEltY AND 11.0.D.
DEPTH f3 IN FEET
~
6LOW COi/NT 0
7E'. -.
10 -
20 I oo;S-707S 50 60 10 80-*
LENfJTH OF CORE llUN.
PEllCENT RECOVEll'Y AND R.O.D.
'r'DDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS
- FI RM l)P OF ROCK AT 91
,,-lUNSWI CK SHALE REDD I SH.BROWN SANDY SIL TS TONE -
TH IN TO MEDIUM BEDDED VERY FINf"-GRAINED REDDISH-GRAY SANDSTONE
- MEDI UM BEDDED REDD I SH.BROWN SLIGHTLY SANDY SIL TS TONE MED I UM BEDDED BE COM I NG MASS I VE GRADING WITH SOME VERY FINE-GRAINED SAND SAND GRADING OUT BORING COMPLETED ON 3-16-70 CASING TO A DEPTH OF 13 14 11 WATER LEVEL @
140-LB* HA~ER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL BORING 227 SURFACE ELE'.f/fT/Ofll +202' SYMBOLS ML-GP DESCRIPTIONS REODISH-PR::JWN CLAYEY SILT Wl1H R08K IRP..GME~ TS
'OP OF ROCK AT Li PRU~JSWI CK SHALl HFOD I SH-[-l ROWr'\\ SILTS TON!::_,
l~ADL Y wFArHF~FJ AND FRACTLPRFO r:J I?'
SL IGHTI' WFA IHFRF:O TO 10 1 F REQL'ff\\-:-
HI GH-ANGl ED '-JO I NTS vOfNTS BECOMING HCALEO WI TH CALCI lE f'ECD I SH-GRA' SANDY SILIS TO~JE RECCISH-GRAY MEOIU~l-GRAl~JED SAN.JSTONE REDO I SH-PROW~J SflNO'r SIL TS TONE F<ECD I sH-GRAi MEO I u~rGRA I Ni::o SAf'J'.)S TONE RfDnlsH-~f~OWN SLIGHiL'r SHALY SILTS 1 0NE LOCALL' SLIGH'LY WEATHE~ED AND MEJl.JMHARD 0.E:OMI NG LESS SHALY
=-<ECOMING SLIGHTLY SMJCY 1JRAOI NG WI TH LESS SMJO 30 DEG Rf E SL I C KENS ' 0 ES @ 50 1 ROPING COMPLETED ON 3-5-70 CA s I NG TO I 0 I WATER LEIJEL NOT MEASURFO 300-LR* HAMMER (al 24 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH IN FE Er BORING 228
$IJllFACE El.EW!fTIOll
+204. 7 I A-3"7 SYllllOLS 0 ~
RE_D_D 1-SH ___
BR-0-WN-. C-L-AY-EY-S 1-L T----
D£$C/lll'TION$
75%-0%
10 100%-0%
60-*
LEN~TH OF COit£ llUN.
PEltCENT ltECOYEltY AND R.O.D.
DEPTH C IN
~
FEEr
~
6LOW COUNT ML.
GRAD I NG WI TH ROCK FRAGMENTS TOP OF ROCK @ 7' BRUN SW I CK SHALE REDDISH-BROWN SILTSTONE SLIGHTLY WEATHERED TO 16 1 GRAD I NG
~IASS I VE ANO HARD VERTICAL FRACTURES FROM 34 1 10 37 1 GRAD I NG SLIGHTLY SANDY BORING COMPLETED ON 2-20-70 CASING 10 8 1 WATER LEVEL @ 50 1 ON 2-23*70 300-LB
- HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL BORING 231 Sll/IFACE ELE'.f/fTION +216 1 SYllllOLS DESCRIPTIONS 0 ~--*
.-f'l'l'l'l'!'~~-.~BR~O~WN~~~'!!"!'!"T°'::~l""!'i'l'i"!l".,.,r,l'l!'l:l'~'"'
AND ROOTS -
TOPSOl l Bl 63%-0
,ao%-11 70--
LEN~TH OF COit£ llUN.
PERCENT RECOYElt'I' AND 11.0.D.
REDDISH-BROWN CLAYEY SILT GRAD I NG WI TH MORE ROCK FRAGMENTS TOP OF ROCK Al 8 1 BRUNSWICK SHALE REDD I SH-RROWN SLIGHTLY SANDY SIL TS TONE MEDI UM HARD TO HARD, WEATHERED AND FRACTURED REDDISH.GRAY FINE TO MEDIUM-GRAINED SANDSTONE RED:JISH-BROWN SILTSTONE -
HARO 4 ZONE OF SOFT CLAYEY SIL 1 @ 31 1 GRADING WITH SOME FINE-GRAINED SAND SAND GRAD I NG OUT GRADING WITH SOME VERY FINE SANO eoR I NG COMPL E ~ED ON 2-1 CJ-70 CASING TO 10 1 WATER LEVEL @ SI I ON 2-23-70
)Q0-ui. HA\\AMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL DEPrH IN FE Er
~o
- JO 90 100 110
/:JO
'"o 160 LEN~TH OF CORE lliJN.
PERCENT ltECOVERY AND 11.0.D.
BORING 229 SllflFACE El.EW!fTIOll +214 1 D£$C/lll'TIONS REDDISH--"ROWN CLAYEY SILT WITH ROCK FRAGMENTS TOP OF ROCK AT 51 BRUNSWICK SHALE REDDISH-BROWN SANDY SILTSTONE SLIGHTLY WEATHERED AND FRACTURED TO 11 I GRADING WI TH CALCITE BEDDING PLANE STRINGERS SLIGHTLY WEATHERED FROM 16 1 *17 1 GRADING MASSIVE AND VERY HARO FRACTURED FROM 3li1*34 1 GRADING WI TH SOME VERY FINE-GRAINED SANDSTONE VERY FINE-GRAINED REDD I SH-GRAY SANDSTONE SLIGHTLY SHAL Y SIL TS TONE REDDISH-GRAY FINE TO MEOIUM GRAINED SANDSTONE REDD I SH-BROWN SANDY SIL TS TONE FRACTURED TO 78 1 70° SL I CKENS I DES WI TH DECOMPOSED SILTSTONE AND CALC:I TE FILLING@ 78 1 GRADING SLIGHTLY SANDY GRADING WI TH LESS SAND FI NE-GAAi NED REDD I SH-BROWN TO REDD I SH-GRAY SANDS TONE REDDI SH.8ROWN SILTSTONE -
MEDI UM BEDDED DEPTH IN FE Er
- LOW BORING 229 COUNT SYM*OL5 D£5CRIPTION$
160 170 180 190 200
-210 GRADING WITH FINE-GRAINED SANDSTONE AND BECOMING MORE MASSIVE GRAD I NG TO VERY SANDY F I NE-GRAINED REDD I SH*G RAY SANDSTONE MASSIVE ("A" SANDSTONE)
GRADING TO GREEN SANDY SIL TS TONE REDDISH-BROWN SANDY SIL TS TONE 220---..........
BORING COMPLETED ON 3*24*70 CASING TO 201 LENGTH OF CORE
- RUN, PERCENT llECOVER'I' AND R.fJ.D.
NOTES:
WATER LEVEL@ 98 1 4 11 ON 4-9-70 300-LB
- HA~ER @ 24 11 FALL NX DOUBLE TUBE CORE BAR'REL
- 1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
- 2. For locations of borings, see Figure 2.5-20.
- 3. Logs prepared by Dames and Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 15 OF 37 FIGURE 2.5-22
80fttNC9 230
_.... AIWTIO# +217 1
.,,.,, i
,'br
~
0 COU#T
,,...!"""l'lll *..,.mlll'!'~.... ~*-'#1111'
...... -r.---_-___ _
l!l'IOWN CLA YfY SILT IO 160 110 LEl#TN OF COllE HllCEllT
~IW
.'llfOO I SH-l!ROWN CLAYEY SI LT WI TH ROCK FRAGMENTS TOP OF ~CK 0 6 1 BRUNSWICK SHALE l'IEOO I SH-l!ROWN SIL TS TONE EDD I s+1-l!l'IOWN FI NE TO COARSf-GRA I NED SANDSTONE -
MEO I UM HARD AND WEATHERED REDO I SH-l!ROWN SIL TS TONE GRAD I NG SLIGHTLY SANDY REDD I SH-BROWN SIL TS TONE
~n LAYER OF DECOMPOSED SILTSTONE AT 58 1 REDDISH-GRAY FINE TO MEDIUM GRAINED SANDSTONE (HARD)
Rf DD I SH-BROWN SIL TS TONE (HAR 0)
REDDISH-GRAY FINE TO MEDIUM GRAINED SANDSTONE (HARO)
LOST CIRCULATION AT 1241 (iRAO I NG WI TH LESS SANO DEPrH 1 IN FEEr BORING 230 a.ow COUNT IYM<<>LI 1*0-LEl#1'11
°'COM llUll.
Hllt:EllT
~IW AlllJ 11.0.0.
DEPrh 1 IN FE Er a.ow O COUNT 21 s
53 s 100%-0%
'EllCEllT llECOt'EIW AllO 11.0.0.
REDO I SH-l!IRUWN VERY F-I NE-\\iRA I NED SANDSTONE REDO I SH-BROllN SLIGHTLY SANDY SIL TS TONE SLIGHTLY SHALY BETWEEN 1821 ANO 183 1 BORING COMPLETED ON 2-18-70 CASING TO 10 1 WATER LEVEL 0 1071 ON 2-18-70 140-LB* HA-R 0 ~II FALL NX DOUBLE TUBE CORE BARREL BORING 232 BROWN CLAYEY SILT WI TH ROCK FRAGMENTS ANO ROOTS GRADING DENSER AT 3 1 GRADING WITH MORE ROCK FRAGMENTS TOP OF ROCK @ 51 BRUNSWICK SHALE REDDISH-BROWN SANDY SILTSTONE WEATHERED ANO PARTIALLY DECOMPOSED TO 9 1-6 11 SLIGHTLY WEATHERED TO 18 1 HAIRLINE JOINTS PARTIALLY CALCITE FILLED GRADING WI TH LESS SANO VERY FI NE-GR/\\ I NED REODI SH-GRllY SANDS TONE WI TH TH IN CAL CI TE HEALED JO I NTS BORING COMPLETED ON 3-2-70 CA S I NG TO I 0 I WATER LEVEL@ 12 1-8 11 ON 3-3-70 140-LB* HAMMER @ 30 11 FALL NX CORE BARREL USED OEl'TH IN FE Er 10 30 40 10 i
BORINa 233 MJlfll>>C6. Al.. TIOll +225 1 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 BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS TONE WEA THE RED AND MED I UM HARD TO 8 1 SLIGHTLY WEATHERED TO 16 1 REDDISH-GRAY VERY FINE-GRAINED
'SANDSTONE REDDISH-BROWN SIL TS TONE FILLING GRAD I NG WI TH SOME FI NE SANO 60-~Mlli..__...
BORING COMP LE TEO ON 3-6-70 CASING TO 101 Lll#Tll OF COlll 111111.
'lllt:lllT Mt:WllW AllO 11.0.0.
WATER LEVEL @ 131 ON 3-10-70 300-LB* HAloMER@ 24 11 FALL NX CORE BARREL USED DEPrH IN FEEr BORING 234 I
RO If 0 10
- o--...... _...
Lll#Tll OF COllE 111111.
'lllt:lllT Mt:WllW AllO 11.0.0.
REDDISH BROWN CLAYEY SILT WITH A LITTLE FI NE SANO AND WEA THE RED
.<0CK F Rl\\GME NT S TO~R~~l~~C~l~H6
't.:5~ ROCK FRAGMENTS@ 31 BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE -
HIGHLY WEATHERED AND FRACTURED TO 171 THEN LESS FRACTURED HIGHLY FRACTURED FROM 20 1.TO 231 LP.YER OF GRAY I SH-BROWN SANDSTONE FROM 26 1-8 11 TO 28 1 HIGHLY FRACTURED ZONE FROM 28 1 ro31 1-8 11 HIGHLY FRACTURED ZONE FROM 35 1 TO 4~
BORING COMPLETED ON 2-?7-70 CASI NG TO I 0 I WATER LEVEL@ 48 1-6 11 ON 3-4-70 140-LB
- HAMMER @ 30 11 FALL NX CORE BARREL USED DEPTH IN FEET 40
- I BORINC9 23'5 Mllll'M:6..
..,,., +223 TOP OF ROCK AT 51 l!RUNSWI CK SHALE REDD I SH-BROWN SIL TSTONE*IADL Y WEATHERED ANO FRACTURED TO 8 1 MODERATELY WEATHERED ANO FRACTURED TO 18~
1 GRADING WITH SOME FINE-GRAINED SAND GRADING WI TH LE.SS SANO GRADING TO FINE-GRAINED SANDY SIL TS TONE GRAD! NG WI TH LESS SAND REDD I SH-BROWN SIL TS TONE GRADING TO AL.TERNATING LAYEl'IS o,-
SILTSTONE AND SANDY SILTSTOH£
- o-.....-..i....... _...
Lll#Tll OF COlll 111111.
'lllt:lllT llROWIW AllO 11.0.0.
NOTES:
BORING COMPLETED ON 2-23-70 CASING TD 6 1 WATER LEVEL@ 35iq" ON 2-24-70 300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL
- 1. See notes on Figure 2.5-22, Sheet 1 for additional exsnnnion of logs.
- 2. For loe11tions of borings,... Figure 2.5-20.
- 3. Logs pnpered by OMMtS 80d Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGI SHEET 16 OF 37 FIGURE 2.l-Z2*
DEPTH
~
IN FEET
~
BLOW O COUNT 10 42 55%-10%
10 20 30-40 50 LENGTH OF CORE RIJN.
PERCENT RECOVERY AND R.O.D.
DEPTH C IN
~
FEET
~
BORING 236 SiJRFAC-E EL£1114TION + 2 I 5. 5 I DESCRIPTIONS SILT WI.H R~CK 8RUNSWI CK SHALE REDOI SH-G"A>
VERY F INE-GRAI NFD SANDSTONE
~EDDISH-B'<O'°'N SILTSTONE-SLIGHTLY WEATHERFD TO l}:\\ 1
'~RAD I ~(i MORE MASS I VE AND HARDER GRADING SLIGHTLY SP.}..JD'r RORI NG COMPL!'TfD ON 2-21-70 CASING TO 10 1 wnrn LEVEcc @* 34 1 '~
1 ON 3-S-70 300-LB* HAMMER @ 24 11 FALL NX OOURLE TU8E CORE RARRFI BORING 237 SURFACE EL£1114TION
+2?3 I
,.*o~~Jt'T S"//180LS DESCRIPTIONS O ~* ~** ~~**r----r--~~~~~~~""!l"!'T"'I"' ______ _
10 20
=-
REDOISf-' BR WN CLAY[Y SILT ML GR.ADI N~ WI TH ROCK FRAGMENTS TOP OF ROr.K @ 5 1 RRUrJSWI CK SHALE -
REDC I SH-BROWN SANDY SIL TS TONE WEA-HERED AND BROKEN TO 6"!> 1 SLIGC'TLi WEATHERED TO 17 1 GRADING VERY SANDY SR/\\DING WI TH LESS SAND SLIGHTL) WEATHERED ALONG CALCl 1 E-FILLED BEDDING 001NTS
'\\_
GRAD I NG WI TH SOME FI rJc SANO if;;;:::.:.:i;;.:1----4..
REDDISH-BROWr' FINE-G~AINED SANDS ONE 30 40 50 60-~lilliiirrl............
LENGTH OF CORE RIJN.
PERCENT RECOVERY
'ND R.O.D.
REDDI sH-sRowr" s1 L TS 1 0N£c w1 rH CA,_c1 -E-F I LLFD
~EDDING,JQlf\\rS GRADING WITH VERY i="lr\\'E-GRAlhJED CROSS~BEDDED SANDSTO~E BORING COMPLETED ON 3-4-70
- As 1 rVi '0 GO' V1t'TER LEVEL @ )2 1 -C::"
ON 3-5-7Q NY :OPE BARREL USED BORING 238 SURFACE EL£1114TION. +244 I SY//IBOLS 30 -
40 60 --.Li;~i........
LENGTH OF CORE
- RIJN, PERCENT RECOVERY AND R.O.D.
DESCRIPTIONS GRAUi N8 WI TH
~~Nl TOP QF ROr>< Ar 42 1 BRUl*JSWI Cf< SHALE ROCK FRAGMFfJ 1 S REDDISH-8ROWN SANDY SIL'STON[
SLl'3HTL'r WEATHCRCD TO 12 1 GRAOI NS WI TH LESS SAND SLIGHfL'1 WEAIHE'lEJ f.!EAR BEDDlrJG JO INT S REDDI Sf-'-GRAY VERY FI NF:-SRA I NED SANDS TONE GRl\\OJNG 1 0 MORt SANDY AND LO'.:ALL'r DECOMPOSED
'ffDDISH-GRAY FINE TO COARS[ SA\\DS10NE h!EDD I sH-8ROWN SL I 3H I l 'r SAND" SIL1510Nf SOME SCATTERED CALCI TF HEALFn
._JO I rHS POP I NG COMPLETED 01': 2-2'3-70 CASING '0 10 1
WA'EP LEVEL@ )0 1
ON )-2-70
')00-LB. H.~MMEH @ 24 11 F.~LL NY CORE:_
HAR~E:_L LSfD DEPTH f:*
BORING 239 IN
~
SURFACE ELEVATION
+23gr FEET
~
BLOW O COUNT...;S~~~~~~~oL_s~,......... ~~~DE~S~C~R~l~P~Tl~O~~~s~~~':':'"'""
1EDDISH-9ROWN CL!,YEY SILT WITH SOME
~O:K FRAGMENTS 10 20 30 --
60------i........___
LENGTH OF CORE
- RIJN, PERCENT RECOV{RY AND R.0.0, RE:_ 0 D I SH-~~ R 0 WN CLAY E Y 5 I L T W l I H R 0 CK FRAGMENTS AND SCAT~EREO LEDGES OF REJRr,cK TOP OF ROCK AT fll 8Rl~NSW CK SHALE REDDISH-BROWN SANDY SILTSTONE REDDISH-GRA.Y FINE-G'lAINED SANDS ONE SLIGHTL> WEATHERED TO 10 1 REDD I SH-DROWN SIL TSTO\\E SL I CKE NS I DES @ 4':) DEGREES SCATTFRED HIGH ANGLF CALCITE FILLED
)Ql~\\TS TO
~7 1
REDDISH-GRAY FINE -o MEDIUM-GRAINED HEDD J SH-P-ROWR SANDY SIL TSl ONf REDDISH-GRAY VERY FINE-GRAINED SANDSTONE, VERTICfl.L.JOINTING THROUGHOUT REDD I Sf-'-BROWN SANDv SIL TS TONE POlll'\\'G COMPLCTEO 2ASl'\\G TO 10 1
'/~ATER LEVEL (Q_l 140-L8* HAMMER ON j-4-70 30 11 FAL'_
NY DOUFLE TUBE CORE BARREL DEPTH
~
BORING 240 IN
~
FEET
~
SURFACE EL£1114TION ' -z BLOW OcouN:...,.s~~~'//l,r8*0*L*S--...--,~F~o~G-1s~H~-~P~C*~o~~"'_s~c-,_R~~'~:~~-'o~"N~1~-.-----------
41 I"!
ML-GP 10 50 60-~--.... --
LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.O.D.
~ f 0 D I s H -=-- f* 0 Wf\\J c L /* \\ F \\
s I L I w I f f-F ~A J MF\\ TS TOP o~ RO'K rC;
- HARD, WI TH A FEW FRACTURES SEODI NG
.__.101 '\\.TS HEAOfO WI TH CP.L' I lF REDDISH-GRAY ~l~<F-GRAINED SA~OS 1
0l'JE H.ARD, WI TH A FEW FRACTURES RORI NG
=OMPLF TED or,: 2-2')-70 CASlNS ro 18 1 WAlFR LF\\/~L @: )4.) 1 Gr'J 2-2(:..*-'/Q
!40-LP* HAMMfH iJi 1 ~0 11 FF*Ll f'JX OOUPLf Tl,PE
,~ORl R/*RR~L DEPTH f3 IN BORING 241 SflRFACE ELEVATION +
FEET
~
BLOW COUNT ow--~
10
'10%-10%
SYlllBOLS ML ML 30 ----.!C:::
- 5%-30%
60 _ _--.-liirrrri ___
LENGTH OF CORE
- RUN, PERCENT RECOVERY ANO R.O.D.
DESCRIPTIONS
>:~QiJl.lf\\,-LA\\f'-
SIL 1 W lH R:JCK FRAGMEN'S R::DC:
- iH-GROW~~
~L.0..':C-' SIL'
'OP oc HOCK Al
'3~
1 rs*~H\\SWJ CK SHALE RE"ODISH-P.ROWN SN'<DY SILTS'ONl--,
MEDI UM H~RD AND SLIGH LY WEA 'HE RED
'0 I 3 I -4 r:;HADlr'-JG WITH FINF SAhJDSTONE POCKET 0' SA,D'i SIL S IONF 2) 1 -27' EE"C'OtJING H/\\RC MASSl1;E VERY SAND\\
SIL TS-ONE
~EDDI SH-BROWN SIL ISTO~E -
IN S TPA "TUM "0RING COMPLETED ON 2-27-70 CASING
'O IC 1 -11" WATER LEVEL@ 10'-4" or: 2-2S-'/0 140-L8* HAMME'l (a) '.)0" FALL NX OOU8L E TUP,F
~ORf RAPqf L DEPrH IN FEEr BLOW BORING 244 SURFACE ELE'tl/ITION
+259 I COUNT SY//IBOLS 0
11
""!!!'R'!'E!!!'DD~I s~H!'!!-~B~R'!!!o!!!w~N*c~L~A~Y~E!'l!v""!!!'s'i"1 ~L T~-!"'!'M!'!!E'l!:o"i'1~u'l!'l'M-DE$CRIPTICNS 61 STIFF -
HARD AT 31 TOP OF ROCK AT 5 1 BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS TONE HIGHLY WEATHERED 100%-40%
GRADING TO HARD AT 8 1 1>..;.,.;;:,,a......--~\\ BROWN SIL TY SANDSTONE HARD lm"'M----~ ~EDDISH-B~OWN SANDY SILTSTONE -
HARO 20 76%-67%
30 GRAY FI NE SA.NOS TONE -
HARD REDD I SH-3ROWN SANDY SIL TS TONE -
HARD BROWN AND GRAY SIL TY SANDSTONE -
HARO BROWN SANDY SIL TS TONE HARD BROWN SI l TY SANDSTONE -
HARD l!Of/:1_*
7%:__' ~t::::::::l:;=;:I REDD I SH-BROWN SIL TS TONE -
HARO LENGTH OF CORE
- RUN, PERCENT RECOVERY AND MO.D.
NOTES:
BORING COMPLETED ON 5-6-70 CASI NG TO 51 WATER LEVEL@ 29 1-2 11 ON 5-11-70 140-LB* HAMMER AT 30 11 FALL NX DOU6LE TUBE CORE BARREL
- 1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
- 2. For locations of borings, see Figure 2.5-20.
- 3. Logs prepared by Dames and Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 17 OF 37 FIGURE 2.5-22
90"9NG 24!5
....... Al.. TltJll +251 I Z I 00%-76%
I 00%-93%
I 00%-80%
50------~
LEl#rN
., CO/IE HllCEllT llB:OWIW MID II. 0. 0.
SILTSTONE WE" THERED ROWN SIL TY SANDS IONE -
HARD EDDI SH-BROWN S'°'NDY SIL TS TONE -
HARD GRAY I SH-BROWN SIL TY SANDSTONE -
HARD REDD I SH-BROWN SANDY SIL TS TONE -
HARD BORING COMPLETED ON 5-7-70 CA S I NG ro I 0 1 WATER LEVEL @ 5~
1 ON 5-11-70 140-L B
- HAMMER AT 3011 FALL NX D9URLE TURE CORE BARREL c:
BORING 246 I
0 4/:, $Y..
_<<_*... lml"!'---~!""--'#lf.~~*~T.~'/OI#~'!"!'!'"',,.,..~~
BROWN CL,.,YEY SIL T1 SOFT TO THEN I 00%-93%
50_...... ___ __
LEl#TN
,,, COllE l'EllCEllT HCOWIW AND II. 0. 0.
ST I FF TOP Of ROCK '°'T 5 1 BRUNSWICK SH,.,LE REDD I SH-BROWN S'°'NDY SIL TS TONE -
H'°'RD BROWN SIL TY S'°'NDSTONE -
H'°'RD REDD I SH-BROWN S'°'NDY SIL TS TONE WISS I VE 1 H'°'RD 2 11 THI CK SH,.,LE SE'°'M '°'T 27t 1 BROWN SIL TY S'°'NDS TONE -
H'°'RD REDD I SH-BROWN S"NDY s IL rs TONE -
H"RD GRAY SIL TY S'°'NDSTONE -
H'°'RD BORING COMPLETED ON 5-8-70 CASI NG TO I 0 1 WATER LEVEL @6} 1 ON 5-11-70 140-LB* HAMMER '°'T 30 11 F"LL NX DOUBLE TUBE CORE B'°'RREL DEPTH IN FEET BORING 247 IO 70-LEl#Tll
°' COllE l'EllCEllT 11£COV£rl' AllO II. 0. 0.
FR,.,GMENTS TOP OF ROCK '°'T 3 1 BRUNSWICK SH,.,LE IC M TT R SILT WI TH ROCK REODISH-BROWN SILTSTONE WI TH CALCI TE-HE,.,LED JOINTS HIGHLY FR,.,CTURED SLIGHTLY WE",.,THERED AND FR,.,CTURED GRADING WI TH MORE FINE-GRAINED SAND GRAD I NG WI TH LESS SAND SLIGHTLY WEATHERED AND BADLY FRACTURED FROM 38 1 TO 45 1 MORE FINE-GRAINED SAND BORING COMPLETED ON 3-3-70 CASING TO 8 1 WATER LEVEL@ 17 1 ON 3-11-70 300-LB* H"MMER@ 24 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH IN FEET BORING 248 RO I 00%-57%
I 00%-70%
I 00%-70%
60-.......... iilliiiil----
LEl#Tll 0, COllE 1111#,
HllCEllT llECtWEll'f AND II. 0. 0.
BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE PARTLY WEATHERED AND HIGHLY FRACTURED B-JOINTS 10 1-16 1 WEATHERED AND BADLY FRACTUREO a-JOINTS 19 1 T021 1 3 11 HIGHLY FRACTURED B-JOINTS AND VERTICALS AND SLIGHTLY WEATHERED BETWEEN 43 1 AND 44 1 SLIGHTLY >/IEA THE RED AND FRACTURED a-JOINTS 46 1 TO 47 1 BORING COMP LE TEO ON 3-3-70 CASI NG TO 101 WATER LEVEL @ 10 1 5 11 ON 3-11-70 11.!0-LB* HAMMER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH IC IN BORING 251
$IJllf'lfCE Al.. TIOll + 25 3 I FEET
$YWOL$
IOO-~
LEl#TN 0, COllE 111111/,
l'EllCEltT lrECOVEIW AND If. 0. 0.
,.ICllll'TIOI#
REDDISH-BROWN CLAYEY SILT TOP OF ROCK AT 3 1 BRUNSWICK SHALE RE DD I SH-BROWN F I NE SANDY SIL TS TONE SLIGHTLY WEATHERED, MODERATELY FRACTURED MASS I VE HARD THIN-BEDDED FROM 30 1 -36 11 MASS I VE BELOW 36 1 3
11 LAYER OF BROWN FI NE TO MED I UM SANDSTONE AT 37 1 TH IN-BE ODED FROM 51 1-52 1 GRADING TO GRAY IN COLOR GRADING TO REDDISH-BROWN IN COLOR GRAY FINE TO MEDIUM SANDSTONE -
HARD REDDISH-BROWN FINE SANDY SILTSTONE HARD, THIN-BEDDED BROWN I S H-G RAY FI NE TO MED I UM SANDS TONE -
HARD REDDISH-BROWN FI NE SANDY SIL TS TONE HARD SOR I NG COMPLETED ON 5-19-70 CASI NG TO 6 1 WATER LEVEL NOT MEASURED 140-LB* HAMMER @ 3Q FALL NX DOUBLE TUBE CORE BARREL DEPTH IN FEET 10 100%-96%
99%-m c: I BORING 249 Ml/llWl:E Al.. TIOll +265 I 1 TOP OF ROCK AT 5 1 BRUNSWICK SH"LE REDD I SH-BROWN S"NDY SIL TS TONE WE'°' THERED GR,.,DING WISSIVE '°'ND H'°'RD '°'T 7i' 50-..A.fl..............
BORING COMPLETED ON 4-30-70 C'°'SING TO 10 1 LEl#TN
°' COllE 111111/.
l'EllCEllT MCtWEIW AllO II. 0. 0.
NOTES:
W"TER LEVEL @ 8t 1 ON 5-11-70 140-LB* H'°'MMER AT 30 11 F"LL NX DOUBLE TUBE CORE B'°'RIH:L
- 1. See notes on Figure 2.5-22, Sheet 1 for additional 1xplan1tion of logs.
- 2. For locttions of borings, '" Figure 2.5-20.
- 3. Logs prtptred by Dtmes and Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGI
- SHEET 18 OF 37 FIGURE M-12
)
BORING 252 SURFACE ELEVATION +243' DEPTH
{3 IN FEET
~
SYlilBOLS DESCRIPTIONS BLOW O COi/NT 10 l'!.=-fmfl'l'l'l".-.--.... -R*E-DO*f*S*H*-a*R*O*Wl\\--C*L*A*YE_Y __
S_f L*T--*S*O*F*T*T*O-rl I?:',
fHEN STIFF 20 30~
40 lOP OF ROCK /IT ')f 8RUNSWI CK SHl'LE
'-REDD I SH-BROW~ FI NE SANDY SIL TST8~JE
..,_;...;..ol----k HARD 8L T MODERATELY FRACTllRED IM=&----L\\GRAYISH-BROWN FINF TO MEOfUM -
\\-RE~~~~~:~~~W: ~~~~ SA~JOY SILTS10NE HARD 6
11 LArER OF PROWN SANDSTONE AT 23' 50------i.......... _...
fORING COMPLEILD ON 5-12-70 CASING TO 10f LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.O.D DEPrH t:
IN FEET
~
BLOW COi/NT 0-32 l'!
81 70%-0%
10 20 30 40 WATER LEVEL @
140-L R
- HA MMrn AT 30 11 FA, L l NX DOUBLE TUBE CORE BARREL BORING 253 SURFACE ELEVATION
+236' SYfilBOLS DESCRIPTIONS S LT SOFT T
SIL TS TONE WEATH[RED GRADfNG HARD
,~T 3~f GRAYf SH-BRO"IN Ff NE TO MEDf UM SANDSTO"E HARD REDD I SH-BROWN SAN Dr SIL TS TONE HARD 3
11 SHALE '_AYER AT I 5+/-f LAYFR OF 3RA' Ff Nf SANDS 'ONE FROM 31~ TO 32~
1 HARD GRAY i=-1Nt SANDY SILTST'.Jt\\IE l)FR\\.
H.ARD 50-...._.iiioiioil...___.
RORl~JG ~OMPLrTEO ON 5-11-70 CASI NG TO 5 1 LENGTH OF CORE
- RUN, PERCENT llECOVEllY AND R.Q.O.
WA IER LEVEL (cl I 0 1-E 11 ON 5-11-7(]
140-LB* HAMMER Al 30 11 FALL r.J:X COUBLE TL18E CORE E'ARREL BORING 254 DEPTH
- 3 IN
~
FEET
~
SURFACE ELEVATION +271l'.!:.
BLOW COi/NT SYMBOLS DESCRIPTIONS 0 IC)- =~--tl'l'l'l'P'l~----i..-*R*, F*o*o*1*s*H*--P-RO*w*,*: ---L*A*,*F** --SI L**-w*1***H-CO*,*~
20 30 40 50 --
60-~---....
LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.O.O.
l=" Rf< G ME r\\ TS TOP OF ROCk AT 5 1 PHUNSW! CK SHALE REDO I SH-PRCWr\\. SIL - S TONF HI GHL" WEA IHEREC MJD FRACl URED ro 17 1 GRADfNG TO SA,NOY -
VERTfCAL FRACTURES FROM 17' TO 28 1 GRADf NG LESS FRACTURED AND WEATHERCD GRAD I NG LESS SANDY GRADING MORE SANDY GRADING LESS SANDY POPJ f\\F; COMPLE TFO Of\\J 3-4-70 AS I 'L; 0
I 'Jf WA-EA LEVFI 14 1 -4 11 ON ~-11-70 140-LP
- Hf,fl.~MER (J
~J'! ;:-ALL 1\\
1 Y 00 1_1rLF
'l'PF *:-ORE PARPFL DEPTH
- 3 BORING 255 IN
~
SURFACE ELEVATION +2r:g 1 FEET
~
BLOW 0 COllNT--r,~S~>"."/t/.-'B~O~LS-..-~---~-s_c_R_1P_r,,_'O_N_s_~--
r-ROWI'< SILT"-
CLA\\
SOFT TO 2'
10 --
30 40 50-*~...._.._._.......
LENGTH OF CORE
- RUN, PERCENT RECOVERY ANO R.Q.D.
REOOI SH-"RC\\WN CLAYCY SIL 1 ior or ROIK /\\ l 4~1 PRU~~SWI 'k'.
SH,C.LE' h'COD I :;;H-'" ROWr'\\
SANDY SIL 1 STONE GRfff'J SHP.LE f',I 152 1 THINL'r REOOEO, MFOIUM HARO SANOS -oNE f~ASS I VE,
~ARO RFoci1 s~-PROw~\\ SANDY s1 L Ts10NE H.t\\PD FOFl\\G CCJMPL* 1 EO ON ';J-1-'/Q
- =ASl\\G
'O CJ' WA'FF; LE'otL ifIJ 1'1~
1 or, 5-11-/0 140-LP. HAI/Mc~@ ')0 11 FALL NX 00',*P.LE TU~E C:ORF RARRFL DEPTH t:
IN
~
FEET
~
BLOW COi/NT 0-~
21 l'!
33/E" l'!
150--
LEN6TH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D BORING 257 SURFACE ELEVATION
+2':1' SYlilBOLS ML DESCRIPTIONS RC:OOISH-F,ROW'J CLA'EY SIL' Hl\\RO A 1
2~'
TOP OF ROCK A' 'JI PRUf\\JSWI CK SH/I.LE REOOISH-P,ROWN Fl\\E S,A~J[JY SILISICJ'Jl GRAT SIL Tl FINE SAr\\05 ONf HP~O AND C'ALCAREOl'S RFDO I SH-BROWN F '~F SMW' SI ONf PRO'N~I FI ~IE SANOSTO'E REDD I sH-rROWN r-I NE SMD'I s IL ls 10t-JE t.:~Ql/\\lf\\J
~ lf\\JF ro tv1F61LW SAf'JOSlONF 4
THICK LA'1ER OF PR:JW'\\J SANDS'Of\\Jf MASSIVE HARO Gh:'A 1 1 sH-PROwN s Lr..,
SANDS* ow:-
GRA'<
FI NE TO MCD I UM SANDSTONE REDDISH-8ROWN FINE SMJO'r SILISTONE PORING 1-:0MPLETtO Of\\J 5-2s-7c CASING -o 10 1 WATER LF\\IFL NOT MfASURFD 140-LP. HAMMER ca; 30' 1 FALL NX OOcJBLf TUPE CORF 0 ARRCL DEPTH
~
BORING 258 IN
~
FEET
~
SURFACE ELEVATION+243' SYMBOLS DESCRIPTIONS BLOW COi/NT 0
- y-;- ~;;--ll"l"l'!'"l'l' ___
'f""*R~E~D~[J'!"l~S~H"!!_'!'!'P'!'!'R~OW~l\\~C!"L~A'!"Y"!!E!", *S-1,_*-!", -----
~I l'!
WEATHfHEO ML 20 30--
REOJISH-L~ROWf\\J SA'\\JDS ONF AT gi 1 TOP oc ROCK AT I I I HRUr\\JSWICK SHALE REDOI SH-BROWN F lNE SMJO'r SIL TS TONE HARD R!:::_OLJISH-~ROWf\\J SIL'Y SHALE C'Ar~DED GRA'r I SH-BROWN FI NE SIL TS TONE CALCITE FILLED PARTS P.A!\\:CEC GRAVISH-RF:;:OiN~J SILIY '.::lANOSl*:Jf\\JE l
~i~~~~ EDD I SH-P'<OWN SANDY SI 1. TS TONE GRA' F 11\\E SANDSTOr'E -
NONCALCAREOUS
,ALCARECJUS SIL TS TONE GRA' I SH-BROW~I FI NE SANOS TONE REDCISH-GRAY-8ROWr' 8ANDED SfL'STDl\\E 40-50 I 'l0%-'11%
60 ---L.J...._..... _
LENGTH OF CORE
- RUN, PEflCENT RECOVERY ANO R.Q.D.
NOTES:
\\
RflNCEC GRA'-
SIL TY SHAl F
'-RE10 I SH-8'lOW~I SANDY CALCAREOUS SIL TSTQNf REDDISH-BROWN FINE SANDY SILISTOl"E HARC RR OWN I SH-SRA' SANOS TONE 0 0Rl~'c COMP1_ETCD ON 5-13-70
~ASI lQ IC' WA 1 ER LEVEL N01
~IEASLR*O 140-L~. HAMMER (iii 3CJ" FALL NX OOlrRLf
~-!BE CORE PARR EL
- 1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
- 2. For locations of borings, see Figure 2.5-20.
- 3. Logs prepared by Dames and Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 19 OF 37 FIGURE 2.5-22
BORINC9 2'59 alJtl.,,...
o~
35/6" LEl#Tll
°' COlll
!NII.
HllCEllT
""°"'"'
AlllJ II. A 0.
llE/ITH IC:
IN
,EET SOFT STIFF EDO I SH-BROWN s.-.NDY s IL TS TONE -
H... RD 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
===~R
... Y s.-.NDSTONE RED s.-.NDY s IL TS TONE I ' RED sH.-.LE. -* NON c.-.Lc.-.REDus RE DD I SH-BROWN s.-.NDS TONE -
H... RD REDD I SH-BROWN SH... LE BROWN s IL TY s.-.NDS TONE BDR I NG COMl'LE TED ON 5-5-70 c.-.srNG TO 101 w.-.TER LEVEL@ 24! 1 ON 5*11-70
)l!O*LB* H.-.MMER.-.T 30 11 F.-.LL NX DOUBLE TUBE CORE B.-.RREL BORIN0 260
~
a.1.. TIOll
+269 1 BL.-.CK CLAYEY SILT -
TOP SOIL TO 1~
1 REDDISH.BROWN CLAYEY SILT WITH ROCK FR.-.GMENlS -
STIFF TOP OF ROCK AT 41 l'!!'!!!ll!llllt---4..\\BRUNSWICK SH... LE REDDISH-BROWN SILTSTONE HIGHLY JOINTED 85%-42%
98%-44%
30 40 50-LEl#Tll
°' t:Olll
!NII.
HllClltr ll£CtWllW AlllJ II.AO.
AND WEATHERED GR... DI NG TO HARD ROCK... T 8
BROWN SANDSTONE -
HARO THIN BEIJDED BROWN SH.-.LE -
SOFT REDD I SH.BROWN SANDY SIL TS TONE -
H.-.RD ROWN SIL TY SANDSTONE -
H.-.Ro REDD I SH-BROWN SANDY SIL TS TONE -
H.-.RD LAYER FROM 23-24 1 BROWN S/\\NDS I ONl H/\\RD BROWN CALCAREOUS SH.-.LE BROWN FI NE TO MED I UM s.-.NDSTONE -
H... RD BROWN FI NE SANDY SIL TS TONE -
H.-.Ro BORING COMt'L ':TED ON 5-4-70 CASI NG TO g I WATER LEVEL@ 20 1 ON 5-11-70 140-LB* H.-."""1ER @ 30 11 F... LL NX DOUBLE TUBE CORE BARREL DE/ITH IN FEET t I LEl#Tll 1111111.
~EllCEllT llft:OWIW MIO II.Cl/I.
BORIN0 2e2 MJlllWt:6 AIWTIOll +26 3' YELLOW I SH-GREEN CLAYEY SILT WE... THERED TOP OF ROCK I\\ T 5 1 BRUNSWICK SH... LE GREEN SIL TY SH... LE GRAY FI NE s.-.NDY s IL TS TONE I NTERLAYERED WI TH s.-.NDSTONE GR... Y SILTY FINE s.-.NDSTONE REDO I SH-BROWN FI NE s.-.NDY SIL TS TONE GR.-.Y SIL TY FI NE SANDSTONE GRAY FI NE TO MED I UM s.-.NDSTONE GR... Y FI NE s.-.NDY SIL TS TONE GR.-.Y Fl NE TO MEDI UM s.-.NDSTDNE GR... Y SIL TY SHALE REDO I SH-BROWN s.-.NDY s IL TS TONE BROWN FI NE TO MED I UM SANOS TONE REDD I SH-BROWN FI NE s.-.NDY SIL TS TONE IJEl'TH i IN FEET BORIN0 262
~
a.1.. TIOll +263' alJW COUNT $YM<<IU 100%-98%
2DD-10"0J-100%
-2JO--
LEl#Tll
°' t:0/11 INlll.
HllCEllT
~,,.,
AllD II.AO.
DEPTH IN FEET REDDISH-BROWN FINE s.-.NDY SILTSTONE GRAY FI NE TO MEDI UM SANDSTONE REDD I SH.BROWN FI NE s.-.NDY SIL TS TONE BORING COMPLETED ON 5-29-70 c.-.s I NG TO
) 0 1 w.-.TER LEVEL NOT MEASURED 140-LB* HM.4MER @ '30 11 FALL NX DOUBLE TUBE CORE BARREL BORIN0 263 REDD I SH.BROWN CL/\\ YE Y SILT WI TH GRAVEL FRAGMENTS BROWN FINE TO MEDIUM SAND LAYER 2 1 THICK TOP OF ROCK AT 7~
1 BRUNSWICK SHALE eal::::::3tGRllY FINE SANDY SILTSTONE -
HARD BROWN FI NE SANDS TONE RO 30 40 -
5o-~----*
LEl#TN
"'t:0/1£ INlll.
~EllCEllT llECOWIW AND II.AO.
GREEN TH IN-BEDDED SIL TS TONE' WHITE CALCAREOUS FRAGMENTS AT 30 1 FI NE s.-.NDSTONr RED CALCAREOUS FINE SILTSTONE BROWN CAL Cl\\REOUS SANDSTONE PORING COMPLETED ON 5-14*70 CASING TO 10 1 WATER LEVEL NOT MEASURED 140-LB* HAii.MER@ 30" FALL NX DOUBLE TUBE CORE BARREL NOTES:
- 1. Set notlll on Figure 2.5*22, Sheet 1 for eddition81 1xplM"11tion of logs.
- 2. For locetions of boring&,... Fiture 2.5-20.
- 3. Logs s>rePM'ed by Demes end Moore.
LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 20 OF 37 FIGURE,...
DEPTH 13 IN
~
FEET
~
BLOW COUNr 0 -,
20 -
30 --
40 50 60 70-80 90 100 110 120 -
130 LENGTH OF COllE
- RUN, PERCENT RECOVERY AND R.Q.D.
BORING 270 SURFACE ELEVATION + 11:y SYMBOLS ML-GP DESCRIPTIONS
- r-I ~H-'
UV!/"
I r I '
- I L
~F 0
I I _,11-II j--Jt_ -I
- r. I"
~J t--
I
';:,H1° 01/'r:
[1 r
'.,I L o* [--1-1 I,*
\\ r.,r L src)~,IJf.R'l JiJFA""!"HrRING t\\~JO OCCASIONAL r:-nolNJ Pc_t,NF JOINTS WI rH LLSS SP. 1\\C'
';Ci:A)I NG WI TH LESS srr,ONOAP wEATHERl~JG ANO rRi,CTURING P,OR I NG COMP LE TfD O" 3-20-70 r,As I r>.Js T '.) I l :
WP. ~FR Li?IJFL @
Of'J 300-L P
- HAMMF ~ fl 24 H;L L f'JY 00 1JF"*Lf TU8E CORE P,C.PRFL DEPTH f3 IN
~
FEET
~
BLOW COUNT 0--
IL 20 30 40 BORING 271 SURFACE ELEIMTION +202 I SYMBOLS ML DESCRIPTIONS REDD I SH-BROWN CLAYEY SILT WI TH ORGANIC MATTER -
-OPSOIL GRADING WI TH ROCK FRAGMENTS TOP OF ROCK AT APPROX*
4 1 BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE -
HIGHLY FRACTURED, PARTLY DECOMPOSED, BADLY WEATHERED TO 22 1 GRAD! NG WI TH LESS SA'JD GRADING wllH MORE FINE-GRAINED SAND fl AOL Y WEA I HERfO, F RAC TUR ED, DFCOMPOSED AND POROUS FROM )0 1 TO
~ 3' PARTLY WEATHERED, HIGHLY FRACTURED FROM 4QI TO 501 50 -----ii.-i...__...
BORING COMPLETED ON )-12-70 CASING TO 10 1 LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
DEPTH f3 IN
~
FEET
~
BLOW COUNT WATER LEVEL @
300-LB* HAtd.1ER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL BORING 272 SURFACE ELEVATION
+223' SYMBOLS DESCRIPTIONS 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 ___
c
~
20 30 50-LENGTH OF CORE
- RUN, PERCENT RECOVERY ANO R.Q.D.
AND CLAYEY SILT G RAO I NG WI TH ROCK FRAGMENTS TOP OF ROCK AT 5 1 8RUNSW I CK SHALE REDDISH-BROWN SILTSTONE -
WEATHERrD AND FRACTURED TO 10 1 VERTICAL FRACTURE FROM 7 1 TO 10.3 1 GRAYISH-BROWN SILTY FINE TO MEDIUM SAl"DSTO'-;E -
VERY HARD REDD I sH-BROwN s IL TS TONE HARD GRAYISH-BROWN SILTY FINE TO MEDIUM SANDSTONE -
VERY HARD VERTICAL OPEN FRACTURES FROM 22.5' TO 23 1, 23.3' TO 24.5 1,
25.5 1 TO 2E:. 5' RCDDISH-BROWN SILTSTONE -
HARD GRAY FI NE TO MED I UM SANDSTONE -
VERY HARD GRADING TO FINE TO COARSE SANDSTONE HIGH ANG'.E FRACTURES FROM 35.5 1 TO 35.') 1 AN[) 3g.5i TO 40.0 1 REODI SH-BROWN SHALEY SIL TS TONE -
HARO
- <RAY FI NE TO COARSE SANDSTONE -
HARD RORING COMPLETED ON CASING TO 51 WATER LEVEL @
ON 300-LB* HAMMER @ )0 11 FALL NX DOUBLE TlJBE CORE BARREL DEPTH
~
IN
~
FEET
~
BLOW COUNT o~
44 20 30 I 00%-6?%
50--
LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
DEPTH
~
IN
~
FEET
~
BLOW BORING 273 SURFACE ELEVATION +207' SYMBOLS DESCRIPTIONS REDDISH-BROWN CLAYEY SILT WI TH ROCK FRAGMENTS TOP OF ROCK AT 3 1 BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE WEATHERED AND FRACTURED TO 15 1
GRADING HARDER AND LESS FRACTURED GRAD I NG SANDY flADL' FRACTcJREO FROM 33~
1 TO 3CJ~I BORING COMPLETED ON 3-24-70 CASING TO 10 1 WATER LEVEL @
300-LB* HAMMER@ 24 FALL CJX DOUBLE TU8c
--oPE HARREL BORING 274 SURFACE ELEVATION +217' SYMBOLS DESCRIPTIONS COUNT 0 12-.-i1-"'1111"""" _______
R_E_DD--I S*H*_*B*R*O*W*N*r*.l*A*Y*F*Y--S*l*L*_*W*l*T*H--R*O*C*K-100%-20%
20 60--
LCNGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
ML FRAGMENTS TOP OF ROCK Al 'J 1 BRUNSW 1 CK SHALE Rt DO I SH-E?ROWN SILTSTONE-HIGHLY WEATHERED AND FRACTURED TO 25 1 GRAD I NG LESS WFATHEREC ACJC crrnc fU~ED I HF RED M\\'D HIGH_'
Ff',AC Tl,'hEC FROM I
'0 431 RO'~ING C8MPLETEO ON 3-2')-/0 C-:ASINri
~o ::;i WATER LE\\lfl... (C'
?~~
1 30C-LP..
HAMME~
24 FALL
'-JY OOU8LF TL 1 PE
~oRr PJIRREL DEPTH IN FEET 20 30 40 50 60--
LCNGTH OF CORE
- RUN, PERCENT RECOVERY AND R.O.D.
NOTES:
BORING 275 SURFACE ELEVATION +220 1 SYMBOLS ML-GP DESCRIPTIONS REODI SH-BROWN CLAYEY SILT WI TH ROCK FRAGMENTS TOP OF ROCK @ f~
1 BRUNSWICK SHALE RE DD I SH-BROWN SLIGHTLY SANDY SIL TS TONE WEATHERED AND BROKEN TO 8 1 SLIGHTLY WEA THE RED TO I It' GRAD I NG VE RY SANDY GRADING LESS SANDY GRADING SANDY BORING COM PL ET FD ON 3-25-70 CASING TO 10 1 WATER LEVEL @
140-LB* HAMMER @ 30 11 FALL NX DOUBLE TUBE CORE BARREL
- 1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
- 2. For locations of borings, see Figure 2.5-20.
- 3. Logs prepared by Dames and Moore.
LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPH IC LOGS SHEET 21 OF 37 FIGURE 2.5-22
llE/#TH i IN
'£Er BORINe 27<<5
...... Altltl70ll +223 1 l>WOC.6
- WTIOI#
0 ~..
..,.~~""'!'"'1!~111111!!11111111!1111!""!'!!1!!!1!11!!1!------
- o--
uw,.,,
- COM
/Niii.
,.lllf:lllT Mt:t/WIW AlllJ "***
DEPTH IN FEET 10 i
30-Lll#Tll
,,, COlll
/Niii.
~llf:lllT Mt:t/WIW AlllJ "***
llROWN CLAVEY SI LT TO,..SO IL REDO I SH"'8',0WN CLAYEY Sil T 1111 TH ROCI<
FRAGW:NTS TOP OF ROCK AT 61 8RUNSllll CK SHALE REOOISH.8ROlllN SLIGHTLY SANDY SILTSTONE 8AOL Y WEATHERED TO 81 GRAD I NG lil>RE C~ETENT AT 8 1 REDD I SH.8ROlllN FINE-GRAINED SANDS TONE REDDISti-BROlllN SILTSTONE -
MASSIVE AND HARD GRAO I NG VEll'r' SANDY GRADING LESS SANDY 80R I NG COMPLETED ON 3-26-70 CASING TD g1 WATER LEVEL Ci 300-LB* HAMMER Ci 24 11 FALL NX DOUBLE TUBE CORE BARREL BORIN0 277 REDDISH BR YIN CLAYEY SILT WITH ROCK FRAGMENTS TOP OF ROCK AT 41 BRUNSWICK SHALE REDDISH-BROWN SANDSTONE*HIGHLY FRACTURED TO 20 1 REDD I SH.BROWN SIL TS TONE REO'O I ~H-BROWN SANDS TONE REDD I SH-BROWN SIL TS TONE-SLIGHTLY WEATHERED WI TH MODERATE FRACTURING BORING COMPLETED ON 3-27-70 CASING TD 101 WATER LEVEL @
ON 300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL DEPrH IN FE Er I: I
&OW 0 t:OUllT 8
123 90%-10%
IO LEl#Tll
°'COM
/Niii.
,.£11(;£11T HCtJWIW A/ID ~. 0. 0.
- = I 40-LEl#TN
"'COlll
,.£11(;£11T HCOWIW Af/lllJ 11.0. 0.
DEPrH IN FEET 0-10--
BORIN0 278
~
AIWITIOll
+240' LAY Y SILT WI TH ROCK GRADING WI TH MORE ROCK FRAGMENTS TOP OF ROCK AT 6 1 BRUNSWICK SHALE REDD! SH.BROWN SANDY SIL TS TONE WEATHERED AND FRACTURED TO 1gi5" LAYERS OF DECOMPOSED ROCK FROM 14 1-15 1 AND 161*171 GRAOI NG LESS WEATHERED ANO FRACTURED 30 DEGREE SL I CK!"NS I DES AT 23 1 GRAD I NG TO VERY SANDY BORING COMPLETED ON 3*30*70 CASING TO 10 1 WATER LEVEL @
300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL BORIN0 27g Mllll'llt:E Al*TIOll.. 2471 BRUNSWICK SHALE REDD I SH.BROWN SANDY SIL TS TONE WEATHERED AND HIGHLY F RAC TUR ED TO 1716 11 GRADING LESS FRACTURED GRADING LESS SANDY GRAD I NG MORE SANDY BORING COMPLETED ON 3-27-70 CASING TO 3 1 WATER LEVEL @
ON 300-LB* HAMMER@ 24 11 FALL NX DOUBLE TUBE CORE BARREL BORIN0 281
~MZ ELEtaTIOll +200 I CLAYEY SILT T ACES OF PEAT SILTY CLAY* HARD SILTY CLAY -
HARD WATER LEVEL NOT MEASURED 90.. IN0 284 llE/#TH I:
J/Er I
...... AltaTIOll +21 O'
&OW O COUNT 8Yi"'wat.,..._*... _,.._ __..
_'<<:lf._P_T/O.-W6-----
REDD1 SH.BROWN CLAYEY SILT 10 30
$0 LEl#TN
°' COii£ lflJ#,
,_£11f:£MT 11£CtW£1W AllD II. 0. 0.
i 40-
$0-LEl#TN
°' COii£
- llUll,
,_lllf:EllT
~,,.,
AllO II. 0. 0.
TOP OF ROCK@ 61 BRUNSWICK SHALE REDD I SH.BROWN FI NE SANDY SIL TS TONE GRAYISH-BROWN FINE TO MEDIUM SANDSTONE REDDISH-BROWN FINE SANDY SILTSTONE GRAYISH-BROWN FINE TO MEDIUM SANDSTONE REDD I SH-BROWN FI NE SANDY SIL TS TONE GRAYISH-BROWN FINE TO MEDI UM.SANDSTONE REDD I SH-BROWN FI NE SANDY SIL TS TONE BROWN FI NE TO MED I UM SANDS TONE BORING COMPLETED ON 6*2*70 CASING TO 51 WATER LEVEL NOT MEASURED 140-LB* HAMMER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL BORIN0 28~
MJlllfl<< AltaTIOll +I 66. 60 I BRUNSWICK SHALE REDD! SH-BROWN FI NE SANDY SIL TS TONE MODERATELY FRACTURED BROWN SIL TY FI NE SANDSTONE
.. SLIGHTLY FRACTURED GRAD I NG REDD I SH.BROWN RE DD I SH";BROWN FI NE SANDY SIL TS TONE GRADING TO GREEN SILTSTONE AT 30 1 BORING COMPLETED ON 6*16-70 CASING TO A DEPTH OF 6 1 WATER LEVEL NOT RECORDED 140-LB* HAMMER AT 30 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH II:
IN FEEr a.ow 0 t:OUllT 12 11 52 11 60%-7%
IO _.__..,.
100%-69%
98%-62%
30 NOTES:
BORINe 288
!ROWN CLAYEY SILT Ill I TH SOME GllAVEL FI LL BROWN 51 L TY SANO BRUNSWICK SHALE REDD I SH.BROWN SANDY SI L TSTONE FRACTURED GRADING LESS FRACTURED BROWN F I NE TO MED I UM SANOS TONE REDDISH.BROWN FINE SANDY SILTSTONE BROWN FINE TO MEDIUM SANDSTONE REDDISH.BROWN FINE SANDY SILTSTONE BORING COMPLETED ON 6*12*70 CASI NG TO A DEPTH OF 3 1 WATER LEVEL NOT RECORDED 140-LB* HAhMER 0 ~II FALL NX DOUBLE TUBE CORE BARREL
- 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.
- 3. Log1 prepared by Dames and Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS*~
SHEET 22 OF 37 FIGURE a.1-2'
1---------------------------~3GQFTEST"V~-----------
soR1NG 300 - LOG OF TEST WELL DEPTH BORING 301 - LOG OF TEST WELL DEPrH IN FEEr BORING 287 SURFACE ELEVATION + I 11r:. 46' BLOW 0 cr:_uNr~S*Y.~'M.-~_o_L_s_,..---------DE--S-C-R-IP-T-~-O-N-S-*-------
PR'.JelSWI CK S.MLE g5%-42%
10-30 I 00%-82%
Tl%-71%
60_... lliiiiiii.... _..I LEN*TH OF COltE
- lllJN, PERCENT 11£COVER'f AND R.Q.D.
RF'.JO I sH-~ROWN FI l'.J[
sAr--JD'r s IL s 1 or*Jt HARD AT 2 1 FINE SNJDS'ONE REDDISH-PROWN 1Hl~J r;FQOfJ SILTSTONE GRAYISH-eROW\\ Fl\\E 10 t</EOIUM SAf\\JDSTONE GANOCO GRAYISH-RFD SILTSTONE WI 'H SL I CKfNSI DES GRAY Fl~JF
!O MEOIU'.' SANDS>OelF HARD f-.!EDDISH-f-ROWN f--INf sAr\\JOl SlLfS[O~.JF HARD REDDISH-BROWN FINF SA~o*-
SIL'SlONF HARD RCJRI CJG COMP LE !ED oeJ E:-11-?0
.!.ASING
'0 A DEP"H or g 1
<IATl:R LE\\/E_ NO r ><E* ORDEn 140-LP* HAMMER,\\-
)0 FALL NX DOIJPLE TUPE C'ORF f,Ah'f-<CL DEPrH
~
BORING 288 IN
~
SURFACE ELEVATION +I ? I. 2g 1 FEEr
~
SYMBOLS DESCRIPTIONS BLOW O COUN~
~6
~111,,,,,..-Nl __ L __ T"' __
R_F_D __
n1s--H---8-~-o-~-N--rL_A_Y_E_Y __
S_l_L_T_V_l_IT.H __
R_O_C_K_
FRAGMENTS 30 40 -
50-----
LENGTH OF CORE
- RllN, PERCENT RECOVER'I' AND R.O.D.
Bfili'JSW1 ! K SlrncE Rf-00 I SH-RR0 1hN FI NF SANDY SIL TS TONE HIGHLY
'~i:ATHERED -
HARO AT 8~1 R-001'.:>H-Bf~OWN SlLTl' 1--INE SANOSTONF FR.Al T 1.mEO RFDDISH-13ROwel FINE SANDY SILTSTONE SLIGHTLY FRACTL!t<f:D lffDOISH-8ROWel SILTY FINE ro MEDIUM SANDSTONE -
HARD flEDOISH-BROW~J FINE SANDY SILTSTONE HARD "0FING COMPLETED 0"-
S-10-70
'AS ING TO A DEPTH OF 10 1
~ATER U\\/EL NOT RECORDED 140-LP* HAMMER AT 30" FALL NX OOl_1f*Lf--
llJPF CORF RARRFL*
10 ---
20 40 BORING 289 SURFACE ELEVATION +20'3 1
'CP Cl-
- .0,
- f. T
' CJ'J, I,..,.(
SH~ Lf I SH-'* :.:,o*t~f\\J SIL. S Qf\\Jf-f*'F DD 1 s1-1-~* ;:WM~ FI "Jf SM*JO' s 1 L
- s, o~r -
HPR[
'*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 1 J-*fDDlD FINf SP.l\\rJ'.
~*'H~~~',
1
- ~~~'f TO Mt DI u~ SANDS 'OLF 50~__............ __,
LENGTH
><QRll\\JG COMPLfl[Q ON C:-J-}*J ASINl1 IQ ::2 1
'NA l[ ~
F'/EL
~~:)T MF--ASll-.!FJ OF CORE 14*'.>u'
- HAMMER (oJ 3G' FALL
- RUN, NX OOLPLF ll RE CORF FA.KRFL PERCENT RECOVER'I' AND R.Q.D.
DEPrH
~
IN
~
FEET
~
BORING 290 SURFACE ELEVATION
+2'31 I BLOW SYlllBOLS DESCRIPTIONS O C°!!'!T
)I
~fr'rjm'!l"'----""T--~G~R~A~'~'S~H~-~R~R~O~W~N~CL*A~Y~E~'--S*l*L*,----------
ML GflAOl~IG riRowr-11s11-*,r-LLDW roP OF ROr< Al 4~1
~\\\\PRUeJSWI rK SHAU
\\~ ::~:~ ; : ~~ ~:~~~~ T~~~ TS TONE
~ARD 10 20 30 ---
40 50-~
..........a--..1 LENGTH OF CORE
- RllN, PERCENr RECOVER'I' AND R.Q.O GRA' I sH-r-.ROWN SANDY s IL Is TONE FINF AND HIGHLY FRAClL'REO GEDO I s-1-:::::jROWN FI NE SANDl SIL 1 S l 8~JE TRAC;:-S OF SllALY ZONES PROWt\\ SIL ry FI NE SANDS TONE:.
\\./E:_H'v HARD PEDD l SH-E?RUW~,J ;: I NC SAl\\JD'l SIL' STONE HARD FOR I NG COMPL E - ED ON S-17-70 CASI
- 0
') f WATER LEVEL NOT MEASURED 140-ui. HA"'1MER@ 3[]" FALL NX DOUFLF TUOE CORE B.ARREL IN SURFACE ELEVATION 12')8 ;t FEET 90 -
120-150 180-210~
240--
270 300----
DEPTH IN FEET SYlllBOLS DESCRIPTIONS CL GP.ADI
!J..'::;,l*J\\AL SAr'DS TOr 1
>-~
- ,Feio1sH-1*Row~ s1L s-ol\\Jt RECDIS~~-~RDWN SILTSTOf\\JE BORING 302 SQllFJK:6 D.l'WfT/0# RIVER BOTTOM -
+l'.J').81i a.ow O COIJNT
$Ylt/60L$
28 WATER 20 LENGTH OF CORE
- RIJN, PERCENT RECOVERY AND R.O.D.
RIVE'< flOTTOM RCDDI SH-RROwr~ SIL TY SAf'JDY GRA\\.r'fl_
TOP OF ROC:K (ii, 3' rELOW RI VE~ po-10M
,-.quecsw1 CK SHALE REDD I SH-RROWf, SA Iv DY SILTS TONf WE.ATHEREG 10 17f BELOW Rll/FR BOTTOI/
BORING CDMPUcn:o LF IO-E-70 CA:ilNG U:icD TD A DEPTH or 3 1 RFLOW RIVFR ROTTOM 30rJ- - B
- HMIMER (OJ 2i+
11 FALL NX DOUBLE TUBE COP'-
B~RREL DEPTH IN SURFACE ELEVATION +?!4'.!:
FEEr SYMBOLS DESCRIPTIONS 0 ~---~~=-=---r-i~~~~~~~-----
RED CL,\\YEY SILT ANO OCK FRA M TS R!:--UU I SH-t'i-IOWr"\\1 SIL 1 S 'Or\\JE" 30~-
60--
90 120--
RED SAN~STONE RO:O~ I SH-8'-<DW'I SI LlSTONE 180-SAfCDS TONE AQUIFER ZONE REDO I SH-BRO WI\\; SIL TS TONE 210 240~-
FRACTURE ZONES 270-NOTES:
- 1. See notes on Figure 2.5-22, Sheet 1 for additional explanation of logs.
- 2. For locations of borings, see Figure 2.5-20.
- 3. Logs prepared by Dames and Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 23 OF 37 FIGURE 2.5-22
U*nt
- COIM
~/ICE,,,.
ll<<OWIW r, i -
o~.
IO 100%/47%
n --
LE*nt
°'"""
111111.
NllCEllT
~,,....
.oRINe 303 RIVE~ l!IOTTOM * +105.3 1t TO COARSE SIL TY SAND WI TH GRAVEL TOP 01" ROCK@ 7 19 11 BELOW RIVER BOTTOM BRUNSWI Cl< SHALE REDD I SH.BROWN SIL TS TONE WEATHERED ANl'l FRACTURED TO 12, 1 BELOW RI \\/ER BOTTOM
()RADING GRAYISH-BROWN I 15 1 BELOW RIVER BOTTOM AND MORE SANDY BORING COMPLETED ON 10-5-70 C.t.S I NG USED TO.t. DEPTH OF C) I BELOW RI VER BOTTOM 3Cr()-LB* HAMMER@ 24" FALL 80"8NCI 304
........--... 23.9 1 ML TOP OF ROCK @ 16' 3 11 BRUNS WI CK SHALE REDD I SH-BROWN SANDY SIL TS TONE WEA THE RED TO 22 1 BORING COMP LE TED ON C)-22-70 CASING TO 16 13 11 WATER LEVEL @ 4 14 11 ON 9-22-70 300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CO~E BARREL BORINe 309 121.5*
IO 88%/14%
81%/0%
&.aMITH OF CORI RUN,NRCINT MCOVIRY AND R.O.D.
TOPSOIL REOD I SH-BROWN SANDY SILT WI TH ROCK FRAGMENTS LARGE FRAGMENT OF ROCK @ 2 1 TO J' TOP OF ROCK @ I 5 1 I I II BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS 1 ONE WEATHERED TQ 19i 1 GRADING WI TH LESS SAND@ ICJi 1 BE COM I NG REDD I SH.BROWN SIL TS TONE WllH CALCAREOUS INCLUSIONS AND HAIRLINE CALCITE BEDDING FILLINGS*
BECOMING SLIGHTLY SANDY@ 21i 1 BECOMING LESS SANDY@ 25' BORING COMP LE TED ON CJ-21-70 C.t.SING USED TO A DEPTH OF 16 1
WATER LEVEL @ 6 1 ON 9-22-70 300-LB* HAMMER@ 24 11 FALL "JX DOUBLE TUBE CORE BARREL ll!IORINe 3oe
........... +140.1 1 REDD I SH-BROWN SANDY SILT TOP OF ROCK @ 51 BRUNSWICK SHALE REDD I SH-BROWN FI NE GRAINED SANDSTONE WITH SANDY SILTSTONE WEATHERED TD 27 1 SANDSTONE GRAD I NG MORE C:JAf1SE, SLIGHTLY PITTED, MORE WEATHERED WEATHERED, BROKEN AND DECOMPOSED 19 1 TO 27 1 REDD I SH-BROWN SANDY SIL TS TONE BECOMING HARD @ 35 1 GRADING WITH MORE SAND @45 1 GRADING WI TH LESS SAND@ 49i 1 BORING COMPLETED ON 9-25-70 CASI ~G USED TO A DEPTH OF 5i 1 WATER LEVEL NOT RECdRDED 300-LB* HAMMER@ 24 11 FALL N)( DOUBLE TUBE CORE BARREL LEl#TN O' COii£ lllJll.
HllCEllT MCOVEIW AlllJ II. 0. 0.
80"8NCI 307
~+141.9 1 FILL Cl NOERS AND SIL TY SAND REDO I sH-B ROWN SANDY s IL T TOP OF ROCK @
12i 1 BRUNSWICK SHALE REDD I SH-BROWN S.t.NDY SIL TS TONE WE.t.THERED TO 5i 1,
VERY FRACTURED TO 4, 1 VERY FRACTURED@ 21 J TO 22 1 VUGGY AND WEATHERED @ 2C)I TO 29'1 GRAD I NG WI TH LESS S.t.ND BORING COMPLETED ON 10-1-70 CASI NG USED TO.t. DEPTH OF '5t 1 WATER LEVEL@ 12 14 11 ON 10-1-70 300-LB* HAMMER @ 24" F.t.LL NX DOUBLE TUBE CORE B.t.RREL NOTES:
BORINe 308
.........__+141.7 1 LIGHT GRAY Fl Nf GRAINED SANDSTONE WEATHERED TO 8 1 GRAD I NG TO REDD I SH.BROWN $ANll'.
SILrSTOl\\IE@ 10 1 SANO GRADING OUT@ 17 1 VERY FRACTURED @ 40i 1 TO 4li 1 VERY S.t.NOY @ 4 3, 1 TO 44 1 BORING COMPLETED ON 10-2-70 CASI NG USED TO A DEPTH OF 2 1 3 11 W.t.TER LEVEL@ 26 1 7 11 ON 10-5-70 3()0-LB* HAMMER @ 24 11 F.t.LL NX DOUBLE TU!'E CORE B.t.RREL
- 1. See notes on Figure 2.5-22, Sheet 1 for M:kfition1I explan1tion of logs.
- 2. For loe1tions of borings, see Figure 2.5-20.
- 3. Log1 prepered by Dimes Ind Moore.
LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE Ura
Ill,,,, i o*
37 6
IO 60 94%/33%
llORINe 309
....... ~+184.2 1
ML GRAD! NG WI TH ROCK FRAGMENTS TOP OF ROCK@ 10 1 BRUNSWICK SHALE REDDISH-BROWN SANDY SILTSTONE WEATHERED TO 24 1 -6 11 GRADING TO REDDISH-GRAY FINE-GRAINED SANDSTONE @ 35i 1 GRADING GRAYISH-BROWN@ 39 1 GRADING TO Dl'IRK REDDISH-BROWN@ 42 1 GRAD! NG TO REDD I SH-BROWN SIL TS TONE
@ 47 1 GRAD! NG WI TH SOME FI NE SAND @ 55 1 GRAY! SH-BROWN SANDSTONE FROM 60 1-66 1 GRAD I NG TO REDD I SH-BROWN SI L TS TONE
@ 66 1 BECOMING SANDY SILTSTONE@ 68i 1 BORING COMPLETED ON IQ-8-70 CASI NG USED TO A OEP TH OF 14 I WATER LEVEL NOT RECORDED 300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE Bl'IRREL 6
IO 100%/80%
46 i
Lll#rN OF COIM
,_EllCll/T llECOVllW AMO lf.0.0.
OEl'TH IN FEET I: I llORINe 310
...........,,. +140.4 1 FI LL -
GRADES TO SANDY SILT WI TH ROCK FRAGMENTS AND OCCASIONAL CINDERS REDD! SH-BROWN SANDY SILT WI TH ROCK FRAGMENTS TOP OF ROCK 0 I Bi I BRUNSWICK SHALE REDD I SH-BROWN SANDY SILTSTONE SLIGHTLY WEATHERED TO 22 1
- VERY FRACTURED TO 21 1 VUGGY @ 31 1 TO 31i 1,
WEATHERED CALCACEOUS INCLUSIONS GRADING BLUISH-GRAY AND !.<<:lRE SANDY
@ 42 1 VERY FRACTURED @ 47i 1 TO 49* 1*
BOFU NG COMPLETED ON 9-29-70 CASI NG USED TO A DEPTH OF 18i 1 WATER LEVEL @ 121 1 ON 9-30-70 300-LB HAMMER @ 24 11 FALL BORINEI M-1
.........,.,,_ +249.8 1 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 75%-40%
IO I 00%-57"fo 16 L£/l#TH OF COlfE
- llUll,
,.EllC£#T lf£CfWllW AND If. 0. 0.
GRAVEL -
TOPSOIL REDDISH-BROWN SILTY CLAY -
FIRM REDDISH-BROWN CLAYEY SILT WI TH ROCK FRAGMENTS -
VERY FI RM TOP OF HIGHLY WEATHERED ROCK AT 5 1 3RUNSWI CK SHALE REDDISH-BROWN SILTSTONE -
HIGHLY WEATHERED TOP OF HARD ROCK AT 5t 1 MODERATELY FRACTURED
<JORI NG COMPI FTFn ON 4-28-70 CASI NG TO 51 WATER LEVEL NOT ENCOUNTERED 140-LB* HAMMER@ 30 11 FALL
/0 60 94%/26%
i L£/l#rN OF COii£
- lflJll,
,_£/ICl#T llECOVEIW A#D If. 0. 0.
DEl'TH i IN FEET 110"9Ne 311
........... +l.41.71 TOP OF ROCK @ 9*'
BRUNSWICK SHALE FRACTURED, 10 1 TO 15 1 REDDISH-BROWN SANDY SIL TS TONE WEATHERED TO 171 VERY FRACTURED, 101 TO (5 1 GRADING MORE MASSIVE FINE-GRAINED SANDSTONE AT 32 1 TO 371 BADLY Pl TTED AND WEATHERED@ ~1-371 REDD I SH-BROWN SIL TS TONE WI TH SOME FINE-8RAINED SANDSTONE@ 391 GRADING TO REDDISH-BROWN FINE-GRl'llNED SANDS TONE @ 42 1 GRADING TO REDDISH-BROWN SILTSTONE WITH CALCITE STRINGERS@ 46 1 BORING COMPLETED ON 10-6-70 CASING USED TO A DEPTH OF 9 1 WATER LEVEL I '7f 1 ON 10-6-70 300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL
- CORE LOSS DUE TO GRINDIN8 OF RCCK 110"9Ne M-2
....... ~
0 '°""'.,,...r"""!l!'!'*..... ~~llllllll!~llllllllm~-----
BLACK CLAYEY SILT -
SOFT 6
/0 g
EO I 00%-72%
L£/l#TH
°' t:OllE llflll.
~llCE#T
~,,.,
Alltl lf.ao.
REDDISH-BROWN CLAYEY SILT WITH ROCK
.FRAGMENTS -
FI RM TOP OF ROCK @ 41 BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS TONE -
HARD INFREQUENT HEALED FRACTURES BORING COMPLETED ON 4-29-70 CASING TO 41 WATER LEVEL NOT ENCOUNTERED 140-LB* HAMMER@ 30 11 FALL DEl'TH IN FEET
/0 I 00%-22%
i DEl'TH i IN FEET
/0 NOTES:
110"9Ne M-3
........... +251.0' REDD I SH-BROWN CLAYEY SILT WI TH ROCK FRAGMENTS -
STIFF TOP OF ROCK @ 4 I BRUNSWICK SHALE REDDISH-BROWN SILTSTONE -
HIGHLY WEATHERED GRADING HARDER AT 6~
1 BUT HIGHLY FRAC:TURED GRADING LESS FRACTURED BORING COMP LE TED ON 4-28-70 CASINGT04 1 WATER LEVEL NOT ENCOUNTERED 140-L.B* HAMMER @ 30 11 FALL llC>"9Ne M-4
+250.8 1 CLAYEY SILT WI TH ROCK FRAGMENTS -
FI RM TO ST I FF TOP OF ROCK @ 2 1 BRUNSWICK SHALE REDDISH-BROWN SANDY SILTSTONE SLIGHTLY WEATHERED AND HIGHLY FRACTURED GRADING LESS FRACTURED TO HARD SIL TS TONE BDR I NG COMPLETED ON 4-zg-70 CASING TO 2 1 WATER LEVEL NOT ENCOUNTERED 140-LB* HAMMER@ 30 11 FALL
- 1. See notes on Figure 2.5*22, Sheet 1 for eddition*l 1xpl8f"l*tion of logs.
- 2. For IOC8tions of boring1,.. F.,,_ 2.5-20.
- 3. Logs prepered by 08mes 8nd Ml'Cn.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE
.... lilcU.*
SHEET 25 OF 37
LEl#Tlt
"'t:OllE
'EllCEllT
""°""'"
AllO 11.0.0.
LEl#Tlt OF t:OllE ltUll.
'EllCEllT 11£COffEIW AM II....
BORINe 400
.....,..,. +160.9' STATION: N 60,,
E'm l!IRUNSWI CK SHALE RED TH I CK BEDDED SILT! TONE BECOMING MEDIUM BEDDED t 11 CLAY SEAM REDD I SH-l!IROlllN I" I NE.GRAINED MASS I VE SANDSTO'NE SOME CLAY IN JO I NTS BORING COMPLETED ON 2-25-71 BORtNe 401
.......,.,.+174 1 STATION: N 6013 E 3862 TH IN TO MED I UM BEDDED REDD I SH-BROWN SIL TSlONE SOME VERTICAL FRACTURES WI TH CAC03 FILLING VERT I CAL HIGH ANGLE FRACTURES FROM 8 1 TO 12 1 t" CLAY SEAM REDD I SH-GRAY FINE-GRAINED GENERALLY MASS I VE SANDSTONE BORING COMPLETED ON 2-26-71
- (BLOCKAGE PREVENTED RECOVERY OF LAST RUN)
BORtNe 402
........,.,. +179 1 STATION: N 6069 E 4072 o~_..!111111!11_.........
B-R-UN-SW-IC-~-SH-A-LE __________ __
I~
REDD I SH-BROWN MED I UM BEDDED TO MASS I VE 92%
LE/NTN OF COii£
- llUll,
'EllCEllT llECOVEIW AND 11.0.0.
lEPTH IN FEET 0
JO - 100 -
100 15 -
72 20 -
100 25 -
PERCENT FRACTURED FRGM 8 1 TO 9 1 TH IN CLAY SEAM 0 131 (60 DEGREE FRACTURE)
REDD I SH*BROlllN FI NE""GRA I NED MASS I VE SANDSTONE TH IN CLAY SEAM (60 DEGREE FRACTURE)
REDDISH.BROWN MEDIUM TO THICK BEDDED SIL TS TONE THIN CLAY SEAM TH IN CLAY SEAM BORING COMPLETED ON 3-1-71 BORING 501 SURFACE ELE\\llO'ION 280' DESCRIPTION 0.0 - 5.0 SIL TY SAND, B~O\\o/N, FIP.11, H!TH ROCK FRAGMENTS.
5.0 - 26.0 SANDSTONE,
- BROWN,
~NED, HIGHLY JOINTED: WEATllERED TO DEPTH OF 9 FT.
CORE BADLY BROKEN FR~1 14' to 21' CORE BORING CIJ1PLETED 8-20-11 RECOVERY DEPTH IN BORING 502 SUtRICE ELEVATION 210' FEET O£SClllPT10N o....-~-,,,.,,.,,""".-~~~~~~~~~~~
- -r.::"I'!'.
10 90 15 20 100 HiHHH!
PERCENT CQE RECOVERY 0.0 - 5.0 SIL TY SANO, BROWN, FIRM, iJ!TrnOCK FRAGllENTS.
- 5. O - 20. 5 SAtlOS TONE. BROWN, llT'T'HWE INTERBEDS OF SILTSTONE.
SOFT ZONE FROM 15' to 18' BuRING COf1PLETED 8-20-71 NOTES:
- 1. See notes on Figure 2.5-22, Sheet 1 for addition*I expl.n*tion of logs.
- 2. For loc.tions of borings,.see Figure 2.5-20.
- 3. Logs prepuld by D*mes.nd Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LQ81, SHEET 26 OF 37 FIGURE J.9.11
L-i
- 1 ocn OSc:h,, Mull P *
.strlll(;tur*
10 I 0
~L~~n 15.2'-35.2'!.MDSlONE
- RED, VERYflJIE-GRAl~THINSH~H PARTUIGS.
flODERATrlY FRACTURED 20 100 P.AW.LEL TO liUITL'f' DIPPING BEOOING.
OCCASIO"'L VERTICAL
~o;~~Es.AVERAGE C°"E LE~GTH
- z.
30 100 L-6
-1ocn O Schuylkill Pump Structure 1*
-11.0'CLAYEYSILT 13.0'-23.0'~:RED,VERY Fillr.-GRA!fEO.HAll().JCJOERATELY
~~~g*AT~~S TO GRAV, "fDil.14 T~
1 1
1~.*,,~,~pStl\\Jctu0.* 0 **
~
- 2.0' RA.llROAD BALLAST 2.0' -5.0'SHALE:
R(()
5 THIS JS A HAND-DUG PIT.
flev.138.R L-12 Tir;;.. ~* -* *-.. ~.
1-! REFUSAl.0100 10 (ALIGER HOLE, llO SNl'l..ES)
Elev.145.9 W-3
-1001 0
SChuylk1ll PumoStructure 10 100 0.0' - go* SAJj(l* qln, ~HISE, RAN~ GRAVEC--
9.0' -
19.0' SANDSTONE:
GR.OTO RED, VER'fFJNEGAAntlf1il'T'HSHALEPARTIPfGS.
HARO.JIODERATELTFRACTURED L-2
-1001 O Schuyl~oll ::": St"'7:,
S~OYSILT. ClAHY, D
- '1 L-7 zo L-13 11.0
-14.0'GRADESTOSAIUJ:'iT!JJff, WE:ATHERCD.
14.0' -24.0'SA/'IOSTONE:
RED, VERY FINE-GRAINED, HARD, WITH SHALE PARTIJllGS
- IDERATELY FRACTllll:ED
~~i;-:~LEL TO BEDDING.
ONE VERTICAL 0.0' -
12 O' qu:
CLAYEY ANO 5ANDY WITHGRAVELB'E'IOW8' 12.0' - n.o* SAHOSTCfllE*
RfO HIGHLY WEATHEREO,Wl"HSOFTSHALEPART!NGS O &;;huylkill PumoStructure
~:HIGHLY WEATHERED 10 (AUGERHOlE,1'ClSA,,_,LES)
W-4 Elev 104
- lOO-OSchuVlic.111 PumpStruc1urE 100 0.0' -l0.5'SAMJ*SIL"Y,S0'4E SM.LLGRAYEL ~-
10.S'-20.S'SANDSTONE:
lil!THHEOSHALE~.
fRACTUREO.
L-3 20 96 L-8 12.0' -15.0'GAAOESTOSHALEAND SILTSTOfl_!_:lilEATHFRfll --
1), D' - 25. 0' SANDSTONE:
VERY FINE-5RAINEO,~SHALE PARTINGS.
J'ICDERATELYJOINTED
~~~:~~ CORE LENGTH JS ABOUT i Schuylkill PumpStru~ture O~
OO'BOSILTCLAYEYANOSANOY WITHTRACl orGR:AnL
~
I 8 0 12 0 SHALE Hf.HU l
WlATHERElJ 10 REFUSilLAT12C AUGnlHOLE L-14 Elev.141 lII*-;~.~:::~.~~~:.*'"
10 (AUGERHOLE,NOSAl'IPLESl W-5
=100%
O Sclluylklll Pur-ipStructure
,,1.. i *
.JlJ 0 0' -
!O ~' SANIJ GAAVELU l0.5'-20.S'SA/'IDSTONE:
RED,FINE-GRAINEO,WITHZi5ii£SOFSHAl.E; HARO.
L-4
=1:121 O
Schuyl~lll.,Pu7Structure 0,*
0.0' SANDY SlLT
'.'o 14.0' -24.0' SA'llSTONE:
flNE-GRAINEO,HARO,~LYFRACTUAED PARALLELlOBEDOillG,OCCASICWAL VERT!CALJOJNTS.
AVERAGE CORE LENGTfJISA80U14INCHES J
61 20 I
lle'I. 90.9' L-9 O Schuylkill PumpStructur" l 0.0' -13.5' SILT:
SANDY ANO CLAYEY O
WITH OCCASJONAfF.RAm RFIOW 110' 10 15
- l ()()~
W-1 REFIJ5AL1i118.5' (AUGEPHOLE.NOSAl"IPLES)
O Schuylkill PumpS!ructu'e 10 15 zo 0.0' -6.0'SILT:
DENSE, SANDY WITH OCCASJO~lf.l.- S*LL GRAVEL B.O' -ZB.O' SANDSTCJrfE.
RED, VERY FlNE-GRAtflED~OSUGHTLY COARSER A.Jill GRAY AT 13 FEET. HARO,
~DERATELYJOINTED W-6 REDTOGAAY.
L-5
~ E'O't O Sc:huylk1ll PumpStructuri!
I 0 I 0 0.0' 12.S'SILr:
CLAYEYAPCI SA'llYWJTH)(lllTbRAVELSSTARTTMG AT9'.
~~IT - 15.0" SHALE:
WEATHERED, 15.C'-25.0'~STONE:GRAYBROWN, H[GHLV FRACTLRUfl5WITEL TO 8EOOING.
SltALEPARTINGS.
20 80 L-10 O Schuylkill ?ump Structure W-2 100>
GAADESTO~lillO.O' (AUGER 1-fllE, ~O SAMPLES I REFUSAL A~ 17.0' O :Xhuvlk.111 PurflJSlructure 10 0.0' -7.6'SILT:
SANDT.DENSE WITHOCCASJOOlSMALL GRAVEL 7.6' -27.ti' SHALE:
RED,JH!NLY 9EOO£D,l"IODEillITfFRACTURED PARALLEL TO NEAR-HORIZONTAL BEDDING.
m n
D
[IlIT))
mm
[illil]
m LJ
~
D Overall percent core Percent EXPLANATION Fill.
Overburden, undifferentiated.
Sand.
Sill; clayey sill (ML).
Sandy sill (SM).
S<l'ldy gravel (GM).
Sill with siltstone frogmenls or boulders.
Clay(CL).
Silly clay, sand and gravel; clayey sand( SC).
Si Its tone.
Si ltslone and soil; siltstone and sandS1ane.
Sandstone.
Shale.
W-6 -- Hole number fie" 104,...___Elevation, top of hole
Site Structure where drilled Lithology Fle1*
87-+------ Elevation,bot1om of hole For location of borings, see Figure 2.5-20 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 27 OF 37 FIGURE 2.5*22
S-1 11eo.1..
I I 10 II JO 10 II 10 10 II 100 IOI 110 Ill S-6 Elft.1115
- lOll 0
10 II 1*
- .** - *.*..M!.£l.!!.*
~*,j.r~~ ='*
L..,. -- c nau.
lO.O'
- D.O' -*
181\\M-Wl*D 1111.TER Z. l' - J.9' Slllt W11 MIO *YEL
~Yf.M~wvin~llli ans.-T011FI£T:TllDI eel 1.[im11S AftMlf: 6 - 10 IKNES.
S-IA n... "'
C.R.* t*
0 10 II IO 10
- o 10 10 70 10
~o n... 1s S-7 Elrt'. 111 C.R.*11111 0-
~
10 I 9 to t I so Elev. 8J 19.0'-Jt.l'~
- ~.lJo~~~ r:E:OO..~'
c.:n*o MIDI*. acw1.,_
YDTICll. JOIWTS. Att:- mu U:-' l IC.:S TO CUTI!
23 FE£T, 6-10110UIELCll2JFE£T.
S-18 n.... 111 10 I I to I I 10 It
- O
- I 50 19 io 10 IOI 110 110 Ill 110 IN
-7.0'9M!.!....lli:!.
J4.D'-J4.l'SOflllll:
- ~i
- ::*~F,:.
ll.D' - *.D'?
~~-~P::.:LEL TO...._, mnm -***.wcUIE CmE LEIKTM IS I IC.:5. t9I:
IMIEllLY...,ED In.OW 5fi '1ET
-4t.O'U>>.lL1...JtllJ S<J.0'-51.D'~
IO.O' 2 UICH 50f'T zt.:
~'. WN}:*~~g_~.,
- aims "--S.
111.6'-112.0'~,SOFT.
n.., 1*
Elrt.101 S-5 Ehv. Hiii Q lclhuyMl:HIP'UlftPl5tructur1
~
... :~*
0
- .M11itith'PM1""
10 II 10 19 S-8 Elrf.llfi C.R.*llXl'l Q lchu'fNdll 5-11 10 0.0'-2.0'liMTtR 2.0' - 5.D' M*IUlll S-3 El*** lU C.lt.*-.....,...__
0
~~::.
a.a* -1.0' nu*wmsw
~ 111
~*.
lflTM*m
~~-~' ~
- .*.*~
~.,,
111*
10 I I 10 II JO II
- O
- o E1... 7Z.J S-9 E1*v.123
- lOOI...
I I El.,.99 S-12 flt¥. 79 Ja.o*ccm-mDra.
,.,5' - 37.0' OPD IOTJCM. JOJWI'
- LDST 50l llll1DAT M.5 FtET.
4J.5' SoteS'ftlE *s Sl'lCll.E AllftM-
!i2.0'-55.9'5ILTST*:RED,IWll, SIW.ElllPMT.--
0.0'-9.0'CLATt:TSILT*SIWJ.
~io;..T~4J.;.~~
PIECESTOllFUT,TllElltllODCCllE.
0.0' -14.0 SILTY WI> AJll l&\\'n.
S-4
[1....
C.l.*IPS 011!!11!11.l:ll!alr--
10 II IO II 10
- o S-IO El*.1*
C.R.*1~
l.O' 5' SILTY MW llMb:
o:;:=io;=.J'-1""""'
10 l>.0'-2.!i'~
2.5'-7.0'SILTY __ ___
For explonallon of 1ym11011, Sff 111eet 27, Fi9urt1 2.~-22.
- 2. For location of borln91, '" Fl9ure 2.~ -20.
LIMERICK GENERATIN~ STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC Local.
SHEET 28 OF 37 FIGURE.l.lol2
T-1-1
- J~ev.2SE.7 O Unit1Cooii 100 20 I
2' 3 0 T-1-2 D.O' -J.Q'OV£RBUROEN.
WEAntEREO ROCkAND~KFRAGHENTSWITHCLAV.
- 3. O' - 30. 0' 5ANJSTCflE:
RED, HARD, F!NE-liR.AIN£DGP.AOINGTOSILTSTOflE INPARl.
OCCASIOfllALmmcALJOINTS.
CORElENGTHSAVERAGEl INCH fR~JCPT*j 5*9.5 FHT; H!ENAVERAGE 10-15 INCHES O
Unit1~i~.Toviier II o.o*.J.5SILTSTO""°'"'STO"'*
WEATHERED,CLAYEV.
T-1-13 T-1-18 El~v. 249.3 T-1-21 3.5' -5.0'BITRESl!:TANCEAT35 FEET.HARDAT5FErT 0.0'-J.O'OVCRBURDEN:
REDCLAY ANDROCkFllA1H'lirr.-
3.0'-30.0'..sJ..L.I..S.Il:
SOFTZOftES T09F£ET.
PRIMRILVJOINTED PARALLELT08£DDINGWITHAN OCCASIONAL NEAR VERTICAL JOHff.
SAHOSTOpj[JJl!PART.
CORELENGTHS MERAG[ LESS TiiAN 1INCHTO9 FEET,4UCHEST020FEET,THEN 12INCHES.
Unit1Cooi1ngTo-*
0 1
r==;
o.o* _ J.s* (APPRO>.) S!LTSTOllC
-===
WEATHIREO, SIJllE FILL. --
~ J.5'-5.0' (APPRO~.).D!:..!21~~
T-1-23 T~r,,,~
-=~;
~.o* - s.o* ::~:~~:
lJJllW£ATHEREO T-1-3 Elev.2265 T-1-4 Elev. 256.5 AugerHolP 00' -3.5 OVERBUROEl'I:
ROCKFRAG-
'1ENTS IN CLAY----
35' -30.0'S:LTSTONE.
RED,riARD, SAFIDSTOpj[Jl'l~CASIONAL
'IEF:TICAL JOHfTS.
CORE LEl'IG-~S AVERAGEB-lO!NCHES.
ra- ~;., ~, _,.,..
4.0' - 6.0' BECl:ft~ HA~O AT 4 FEET S
i,*,'*
RHUSAL AT 6 0 FEET T-1-14 Ele~. Z16. O T-1-20 T-1-22 O.J
- 3.0' OVERBURDEIC ROCK FRAGl>IENTSAN~
3.0' -5.S'SHALE:
VELLOO,DE-C~POSlD, CLAYIT-
~A~~. -G~2o~~G 5f1°mi~. SI ~~;ONE CCRELENGTHSAVERAGEd!NCHESTD
~~~~ ~u:~ AVERAGE ~-10 INCHES T-1-5 I 0 15 3 0 T-1-6 T-1-15 JC' -4.Q' SILlSTfiliI.
MEATHEREO, CLAYEY 110'-JO.O'~:RED,riARD, SAllOSTONE!NPART.
AVERAGECORE LEt~GTH 2 INCHES.
BELOW 6 FE[T IW~RAGE 'Nf.REASES TO lJ 'NCHES.
3.5' FEET Elev.Zll8.9
~ 97%
lM- ~~~~:~~Pl~
BS 300 SANDSTONE
'.iRAV IO m~s~~:h~I~!~RAINED, BRITTLE I
- 991 2 *(SEE NOTE3) 4 0.0' - ZJ O' SILTSlONE RED-BROW~,
"IEDllJM HARO, SCATTTRED STEEPLY OIP-Plr<<3 CALC!lE-fJLLED JOJNTS ANO CALCITE GRAINS.
Unit 1 Cool11l!lTOw"r 0
I
[.. _~]-
00' S.O' SILTSTOfllE RED-BROWN.
-::--::--=
'4lU!lJf'IHARD.~11EC BRO!:;fl'I 99
~--=-::-~~
~~?.II?'
l' PIECES FRO~I 1.0'
-~-
T-1-7 I '
2, 3 0 T-1-8 T-1-16
-3.0' S!LTST~E: l:IEATHERED 3.D'-30.0'~RED,AAAD, SANDYSILTSTONEINPART PR(),'il!J'IENT BEDDUIG.
CORE LE~li1HS AVlAAGE 2 !~CHES TO DEPTH i', A~ERAGE 6 !"!CHES i~~E~,B~~0~4~~*~ND 11.H~AliE 10 T-1-9
-2.5'0YERBUROEN iA~r: ~~~r~T~~,X~1.u~c~i~L STlEPll' DIPPING JOJIHS CORE LlNGTHS AVERAt:E 2 INCHES TOB',
BHOW8' AVlRAlil:IJ IO!NC*ffS.*
T-1-10 T-1-11 T-1-12
-4.D'~ERBUllDEN 4.0'-7.0'~.GRAY-RED, IOJERATELYHARDWJTHCLOSE HORJZOIHAL JOIHTING,l101ST 7.0'-JO.O'SlllSrDN£:
MEAlHE.REO.
SOFTT013FE~STC>>IEIN PART.
JOUTS ARE PRil"Wl.RILY ALOllG BEDOINGWITHNIOCCASIONALNEAR VERllCAlJD!NT AVERAGfCORE LENGTHS BELQl,j 13 FEET JS 6 INCHES OVERBURDEN SILTSTONE r~-o.******"--
~-~-
z.o* -6.0'SlllSTOfl~ BECO"'ES
=
VERY flAAD ATsmr.-
=
O UnrtlCoo~ngT<>w!!r rn 0.0"-t..O'SllTSHllE:WEATHEREO GRAOJN(] TO HAADAT"TrEET.
T-1-17 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 5
8-A 20 2 5 30 OG' -20.0'SllTSTONE*
RED-BROWN, l'IEDllJM 1-'ARD, SCATTERED CAEllE.-
FILLEO,STEEPLY DIPPIJ<<; JOI'HS BROl<rn ALOtlG l'lEAR-l'ElnICAL JOHHS ~
2l',,HQ28'.
3/4"HORIZONTALCLAY StJl1fl2.9
~R~l.~E'.l !N~O 1/2'
-SO'S_ILVi_TON_F*
Rf.1-BROWN, l-VIRO lo/JT~ TRACt OF lLAY l'l I 8'
~N~~ I 12" 1-1/2" DI ECfS FROM T-1-19
~~~~D ~v o~~~R~E~~gw 5~~6~
7.0' -30.0'SAJilOSTONE:
GRAV, HARO, t~~i~_TORE~ILTSTONE 8
Elev. 2?3.6 II U. 0' - ZO.O' Sil TSTOfll:
REO-BRQl,jN.
2ii~:~HMD,~CALC!TE
~R~~E:~ FROM 0. 5' NEM YlRTICAL JCHNTS {d IZ.4 AN013.2'-l34'
~E~~.~~RT[CAL, 1W~-ST/\\INED FRACTURE 00' -?O_O'SILTSTONf*
RED-SRCllN,
'4EOILl"IHARD,~ED,SCATIEREO STEEPLY !JIPPJHG CALCIH-FILtED JOINTS 0.0' 4.0' onRBu~DEN:
CLAYEY S!LTANIJROC:~~
40' -30.0'SllTSTONE:
REO,HARD, SANOY,SAHOST~T.CORE LEllGTHSAVERAGEOJIHCHESTO Dt:PlHOfll F((T,THEN10-15JtcHES.
OCCASIONAL NEAR VERTICAL JOINTS.
I.
For explanation of symbols.see sheet 27, Figure 2.5-22.
For location of borings, see Figure 2.5-20 3
Holes 2 !hrough 39A are numbered to indicate plinth foundation for the Unit I cooling tower wnere hole drilled LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 29 OF 37 FIGURE 2.5-22
II 10 10 10 II 10 11 C.l... UI 0
10 I I IO
- 17. IHI *'ft :Sl n..... 1 new.. lll.7 26 l1.,,N.I,_
B-3 llew.N.1 B-8 new. 147.4 Ele.,.m.4 111* CU.'f LM111 t ll.I' -
U.t'.
.... Te**IZ91'._.
~- ~: wm:.::-:~
cm-nu.n,muu tt"'9t* *1m.
-1m11z*-1*,nas1 J.Z' - 4.0' LPCID IW..Cllt._.. mEP\\.t' Dl"'918.-mtl:r.0' -11.1'
-llTOl/2"-l"llllaSt 11.Z'
- 11.1'.
~O'SD.!MlntSILTS!W
~~-~~:~
mr* -
UClPT.,,.
- m-.:o aT I.I' - 7.1' __. 1.11
~ 1.t'.
lD.0'-11.!i'!!lll!J!I.:
~~~,-.z:~~* ~:;
lJ.0'-U.5'*14.!i'-U.3' SLIM\\.Y WUTMEBD. )M KUlf 17.1'.
0.1' - 1.0' SILT M1111 SILTJ!W
!!11111!!1
- d..~~~rS
- r:s mm. ":t: CM.cmwn1s.
CLAY -.- mEP\\.Y DI,,U15 JOlm I I.I' - I.I'.
~IM..*mEllLYDl"IKJOIJTS I 1.1' - 7.5'o lt.O' - 12.5'; 17.7' -
11.4';11.t'-ZO.O'.
LPOIOICM.CITEM.*JOIJTI 17.0'-17.1'.
17A liJlw.ZJJ.7
~-16.0'w..!'IIM.:IE~.
_..... S1tlft.Y 11"'1* JWlmS fl'.1'-J.1'*10.0'-10.1'.
10
~tl0.7'-11.l'.
II C.l.*111 0
10 I I 10 c.*.**
0 10 I I 10 19 JO C.l.
- 111 0
10 IS 10 Elev.Zll.7 32 new. Ml.I B-4 Elew.ZQ.l
~.:-.1~'~-~lfT
~--:a~~:.-*
fWt J.1 1
- J.t' -
1.4' -
I.I'.
t:m 1MMS catm..'f AT IUl*OI-Z9Tlll,._.,_
._CM.CJTtLEACJll*IO.S'-
2.!l'Wl0.1'*12.l'.
UMt1c.ttneT-Ele*.212.3
&-9 El*"* 241.J
~O'SILTlflntSJLTSTOllE
- i:;._Y~~~T, cu' lD nms TO 1.5'. TNH IEIXIE tEDIIJI
-.SL.JIMn.Y WAMm EIU!'T Wlllf 1911D.
111*-114*SOfTLAYHStl1.fi'-
U.5' IMllEllN..*SU[fl\\.YOI,.,llCJOJlfTS IU.t' -11.5'.
~IM.Cll&STtEPUOJ,.,I"6JCim 1z1.1* - n.o*.
0.0' - 1.0' SILT Vint SlLTSflE
!!l!!ll!!!l:
~i::,.Y~~.. ~u,.,6.o, mE IS *o..-. EUMIMI llJTlt SCATTDO CM.CITtCiMIMS.
-.;[II FD 6.0' - 7.8'.
W.1'111.8' -12.5'.
USS11Wlltl* TNICK50FTEli.. llEAA-
.,_llGITAL.LAYHt16.4'.
lll)UJIFJ01117.5'-1,.o*.
20 Eln. ZI0.5 10 I I 10 B-5 10 I 9 10 30 Elev. 214.5 B-IO O Un1tlCDolin1T-10 I S 10 IS Elev.218.1 SMD'l'll0.1'*11.4'.
.... 11.l'-13.Z'IUT
.S.MKO.
LCll -.£ CM.CITE CDllTED f'MClllt(
116.S'.
0.0' - 2.0' SlLTlflTH SILTS1Jll:
!!!!!!l'!!l=
- i~~i~sa:*:-C-SILT/CLAr M.TIIJ TU 1.5'.
IU*Y WATIEMD F9 6.5' - 11.1'.
~:t..~... -=:: ::"'su~*o CM.crn****
MJllMSCINE:IRGl-STAUllMliil20.0'-
Zl.O'. TMCE SIL T/IDU l'MmDTS Al.Ill& IOl-ltOIIZlllTM. l'LW I 21. O'.
s.tT I Z9.S' - J(J.O'.
0.0' -1.0'SILTIJTNSiL~
!!!!!!II!!!
u~~*~~ :i.s lllD*- TO *r, fll:Dnlil IMD,
.S.TIEMD EJICUT AS.,,.CD; Dm*DCALCJTEllUJMS.
lllJlllFJIOllS.0' -!Ui'Alll6.8'
- 7.1'.
1(2'* NCIUZOK'l'M.CLAYEY Sill SEMI 7.0'.
llEMHOIIZOITM.CA.l.CITELJtmw.
1170'-22.0' llD:o Al.Ill& VERTICAL JDUfl I 2!1.J'-21.9'.
10 10 10 11 10 10 IS 20 IS 23 new. m.1
~rTt=::~~~
....5.:S'-5.4'
..rtl15.I' -15.7'.
Eln.211.l 39 Eln. Z41.4 UM:1~T-B-6 Ell"ll.220.B B-11
- J;.-:.:: liltll&. ~
MPLY Dl"J* CAL.CITt-nLLID JDllTS.
AL* --'flllTlut..xnm 12.5'-:S.7';1.Z'*l.5';1.l'*
1.2' *ti 13.0' - H.0'.
ICTTLED,lllTMCALCITEl16.6'-
17.0'.
AT 10.0' ~
-..-. IUll.11 fll1millT11SCATTllOICAL.CITt*lllS
- LMI*. muu 01,,111&
FWTl.m:S I 10.0' - 12.0'.
.... ll.0'-11.0'.
1/C....... lllllTN..LAYEICI'
-~ll)CKl14.0'.
lllmllll.0'-11.8'
- IUllD.J'-20.1'.
IM*lll 1 21.1'. 21.J' 111TH sonn L.AYD.IZ1.2'.
IELOll 12.0', R[D-llUll, lfl:Oil.l'I HMO
..._..lHE*DlflTHSUTIEIED STUF'lT 01,,IICCAL.CIU-FILLEllJDlllTS.
lllXDIAUmsFlM':TlJl[l22.0' 22.6'.
23A
,. --Tl-~=a-.-=
-
ctil.Cm *t*.- ITll:PLY H"I*
=
.iorm.
I
- l~
10 EleT.nt.3 39A B-7 B-12 EleY.243.&
- 191 0
10 I S 10 IS 30 Elo. Zl0.9 0.0' - 2.0' SILT lfITM SILTS!fll(
~:
- .
- .::ig;.NI~",;,
TO 4.0'. llCRS _. I 4.0' IUT MIKY,_,.... -
a.-TAI*
son KMS 10 a.a*.
~~::.::~:=-*
SMIU LA'PllS *..msCM.CITI STH.,_'f Dl"I* rwtUllS I 8.0' -
I.I'; 13.0'
- lt.O' Mill 15.1' -
11.0'. TUCE OF C~'f AL* All 0.0' - 1.0' SILT wn* SJLTSTm f!!!ll!l!![l:
lll.Oll12.0',R£D-llallTOWY,
..:01111 111\\llJ lllTM S£VCUL 5TIEPl f DIPPUli C"-ClTE-FILLEll JOillTS.
For Hpl-tlOn of 1ymll011.-
'""' 27, F19ure 2.,-22.
- 2. For IOcatlon of llorln91,1M Fl911re 2.,*20.
- 3. Hol" 2 ttrough ~a.-. nurnll.wcl to lndlcalll plltftl fllundallon for the Unit I cooll111,_ where hole -
drilled.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGUREU.*
8-13 8-18 8-23 Elev.250.1
- 95f O Unit! Cooling Tower 20 3'
0.0'-1.0' S!LTWITHSILTSTONE
~GMEPHS: -----
l.0' - 3lS SlLrSTONf WE~THEREOTO~
BELOW 15.0', RED-BROWll,
~EOil.111 HARD Sc:ATTEREOCALCJTELAlllIMEANDST[EPtY QIPPINGCALCITE-FlLLEOJOtrffS.
BROKEN ALONG STEEPLY-DIPPING JOINTS P 21.B' -
~4.3' LESSTHAAl/8"HORIZONTALOECIJfllPOSEO ROCKL!IYERP25.4' 0.0' -1.0'StlTWITHSlLTSTONE FRAGft:PffS ----
l.0'-36.0'SILTSTONE:
- SOFT, HIG-!UWEATHE~.5'.
BROKEN,WITHCLAYP17.B'-1B.7'.
BELOlllZO.O',REO-BltOWK,l'IEDILMHARD, SCATTERED CAL.CHE QIAJltS MD CN..CJTE-FILLEO STEEPLY OIPPINGJOUTS.
BRm:ur ALONG SUE Ply DIPPING,J[l[HT'i P22.0'-22.9'.
SOFTER. ~llEWEATHEREO!i 32.D' BROKEN Al()fjG JOINT ~ 33.5' - 34.0' 0.0' -2.0'SILTlil!THSJlTSTONE BOULDERS.
2.0 '-370'51LTSTONE
HIGHLY WEATHERED, SHAif1'020.0'.
BELOW 20.0' KDil..14 HARO, SLIGHLY 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' 8-14 Unit 1 CoohngTowe1 B-19 0.0'-lO'SlLTWITHSlLTSTONE f~~_!!TS. -----
- 2. 0' - 23.O' SILTSTONE:
SOFT.
HIGHLY WEATHOfffilQ""ll.O'.
Ur>1t1CoolmgTower 8-24 Elev.250.l
~ 921.
O Unit 1 C~~~ Tower I'
20 0.0'-l.O'SILTllJTHSILTSTOHE fAAGllUITS ----
1.0' - ?R ~* SILTST~E* RfD-Rll:lllN TOGRAY,WEATHEREDT012.5'.
BELDW12.5',MEOIUNHARD,5CATTERE0 CP.LC!TEGll.AINS BROK£N,SOFTWTTH1/2"CLAY/DE-CCJt>!JSEOR0Cl(LAYER!illJ.8' -13.9'.
BROl(EN ALOl'IG STEEPU DIPPIHf.SLIGHTLY IRO~<,TAINEO FRACTURES@ 2?.9' -23.b'.
0.0' -24.S'SJLTSTONE:
RED-BROWN TOGRAY,H!Qt~ECTOl4.5'
~~~r~:a 5
~L~?~~~s
"'i"~H~~~~PL.,.
DIPPING CALCITE FILLffiJOINTS.
RON-STAINED!llS.5'-17.2.
NlM:ROUSCALCITELAMINA[.
- R~~~-~o~u:~EPLY-DIPPING JO!'IT BROKENALOP<<;STEEPLY-OIPPINGJOH!T ll 30. 4' - 30. ~'.
8-15 10 30 B-20 Unit 1 Cooling Tower I'
20 30 8-25 Elev.251.6
~ gn; 0
Unit 1 Cooling Tower 20 30 3'
0.0'-2.D'SllT\\flTHSILTSTONE FAAGMENTS ___
l.0' - 32.0' SJLTSTON[,
SOFT, Hl'"t1U WEATHERED TC~
BELilW lZ.O', REO-BROWH TO GRAY, l'EOIU~
~~~[ T~l~~i~~ ~~~T~~~~~l y ~~~~~~ED CALCITE-FILLED JOINTS SANOY,MICACEOIJSf<ll6.0' SOFTEi;.,
SHALY@22.8 BROUN ALONG STEEPLY DIPPING FRACTURE
@30.0' 30Y 00' -0.5'SILTWITHSILTSTONE FRAliMENTS ----
0.5'-34.0'SJLTSTONE WEATHERED TO~-
BlLDW 14.Q', REU-BR'N. SCATTlRrn CALC!TEAHOCALCIH*rILLEOJOINTS
~~~us SOFT LAYERS@ 14.0' BROKEN ALONG STEE~l Y OJPPING JOJNTS tt23.5' -24.4';25.0'-26.0'.
0.0'-J.O'SILTWITHSlLT5TOrlE FRAGl~ENTS AIW BOULot:RS:
3.{]' *:?.5.0'SILTSTONE:
RED*BRDWN
~g ~~!* MICACEOUS, HIGHLY WEATHEREG SAJCJYi!l2.0'-lJ.J' l/2"NEAR-H{]RIZONTALCLAYSE~
~ 12. 5" lJ.5' ' 14. 1 14 _(J'
- HON \\TAillEO, l!HOKF~ @ IL4 NI.KROUS CALCITE LN1INAE.
B-16 8-21 89
~lev. 247.3 O Unit 1 CoolmgTower 20 0.O' - l. O' SILT WJTH SJLTSTOtt!:
FRAliMENTS -----
- O' - 29. 5 Sll TSTClttE SOFl', H IIJHLY WEATHEREOT014.5' BELDW14.5',REO-BR{]Nl'ITO!iRAY,
~~~~HARD. SCAlTERED CALCIT[
~T~~~: ~lj:~~G C:.AY-COATEO JOINT l /2" N~AR-ttJRJ ZONTAL
~LAY ~EA~ (l
'4.5' -14.7' i~z~, NEAll-HOR!ZONTAL CLAY SEAH (3 0.0' - 1.0' SILT WITH SILTSTONE FRAGMENTS 1.0' -13,0' SJLTSTONE:
1-Hra!LY WEATHERED Nt.tlEROUSSOFl'LAYERS.
13.0' -
13 5' SAN!lSTOHE*
G~Y. FINE GAAINEO,HARD,MICACEOUS lJ.5' -35.0'SILTSTOHE:
GRAY-BROWN,flltEDll.M~EOUS.
~~~~~r WCATHERED/DW)WOSEO @l 14.8'-
mg~T~O~ iN~~~T~~~~~l Y
~~~~i~~ED CALCITE-FILLED JOINTS 8R01(Ell ALOJlllG STEEPLY DIPPllfG FRACTURE@l2J.4' 24.4'.
8-17 8-22 llev.24B.4
- 9):r; O Unit I Coo!ongT,nwer o.o* -2.0.::>ILTllllTHSJLTSTONE FRAQ!.ENTS ----
2.0' - 25.3' SILTSTONE son, HIGHLY WEAHEREOT015:0' BELOW 15.0', REll*BRO~TOGR.AY, JlllEDllJPllHARD.SCATTEREOCALC:TE CiRAINS.
25.3' -26.9'SANOSTONf:
GR.AY-BROHN,WliW,f~
STEEPLY JiPP!Nli LALC!H-Flll!:O,IOINr
@25.0' -26.7' 26.9' -35.0' SILTSTONE RED-BROWN, MEDll.JIWIRO,U~O 0.0' -1.0'SILTWITHS!LTSTONE FRAIMNTS*
l.0'-32.0' S!LTSTONl WEATHERED TO~
Ll. !!RCMN-GRA't, MEDILi'! son TO HARD,IRON-STAINED@l4.0'*l7.0' BELOW17.0',lifUllT*BRCMN,Jl!EDILl'I HARD,UK:ATHEREO.
SCATT(RED CALCIHGRAINSA11J STEEPLY DIPPlllG CALCITE-FILLED JOINTS.
BROKEJI ALONi STEE~LY DIPPING, IRON -
STAINEDFRACTUREl.130.B'-32.0'.
I For explanation of symbols, see sheet 27, Figure 2..5-22 For locot1on of borings, see Figure 2.5-20 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 31 OF 37 FIGURE 2.5-22
T-2-1 10 I ~
100 20
, 0 4
22
~ 9~~~~-
l56.0' Un1t2Cool1ngTo-r 34 Elev.
ZS~- 2
~ 901
-3.0'QV[RBUROEM 3.0'-30.0'SAHDSTONE.
- GRAY, HARD, [i!L'-DillG--m-irnr,-SIITSHINE INPART,COR[LENGTflSAYERAGE 41NCHES,BELOW1J'AVERAGE 10-151JtCHCORE.ENGTHS 0 O' - 0 ~* SILT 0.5' -31.0' SILTSTOHE RED-BROWN, l'IEOill! HAim, iiDEfilITy WEATHE:IUD J/4 ~Rs'f~Iior~~ CLAY/DECOMPOSED STEEPLY-DIPPINGJO!l'ffStl8.9'-9.8'.
l/4"CL.AYJO£C(MIQSEDROCKSEAMALONG S' JOHil
@I 9.8.
LESSTHAH1/4"SHALELAYEREl11'.
"ICAEOUStlZ8.0' -30.0'.
VERYHICAEl)JStlJO.O'-Jl.O'.
0.0' -23.5' SILTSTONE:
REO-BR(jjN, 11£0[114HAllDS~LC!TE GRArNSAlllCALCJTEFILLEOJOHtTS.
0 Uriit:2C~ngTowar 0.0-0.5' OVERBURDEfll 0.5'-6.0' S!LTSTOllE: R£0-BRCMll.
f'il...M£ROUSM~ALCLAYSEAHS l"-1-1/Z"WIDEFROHO.O' - 3.0';
ltJ[)[AATELY!IEATHEREDBEUM.
~-\\~~~.ltJOERATEU SOFT SHALE LAYf:.R 10.6'-28.S' SILTSTOIU:REO-BR<lijfll, Jll"[)ILJllHAlilD,~<;EYERALSTHPLY OIF'PINGCALCITEF!LLEDJOINTS.
MJCACEOUS, SAllOY AT 12.5 SHALE LUER II 228' T-2-2 ue~. 258
~ 100~0 0
Urnt'2Coo~1-~
0 Tower 20 7
= 92 _3'J.Eln. 256.3' 26
=
9
/~:v. 256.4 O
Lrnt2C".l:io~"9Tower 10 I 5 35
- 16. ~'/;
2.0'-30.0' SILTSTONE RED,11ARO, SAHDSTOfrlEINPART,CORELtl<<iTflS A~EAAGC 2 INCHES T() ~EPTff 1-,*.
8EL(l,j" 10' AVElilAGr rs 12-16 INCKES.
0.0'-73.0'SILTSTC>>tf*
REO-BIHlWN, l'ED!l"-~RO~D,CALCITE GJlAJJjSSCATTEREDTHRf.NJGHOUT.CORE
~m~~y~~r~P~~- c~LE~TE-COATED
~o~~:s @I l. O' -Z. 5' AND 3. 4 *-
~~E~~l V-OIPf>JNG JOINT @ 14. 7' 0.0' - 22.5' SILTSTotlE: RE0-8ROO,
~~~L~~~* F ~~~E~~~E~~C ~~~p ~:!NS BIWKEfllFRDM 0.0' - O.J' AND 1.0' 1.2'.
NEAR-YERTICALJOJNTSlllO.O' AN0175'-19.3'.
O Unit2CooltngTowec 30 l.0'-6.S'SILTSTOllE:
RE0-8R/JtiN, Hlfl1LYWFATH~~H!OU<;CLAY SEAASALONG10°-l2°BEDDING 6.5'-9.0'SANOSTONE:
GRAY-BROWH HARO.l/2"~ZO'fTJ\\LSEllMS 1116.8'AN08.7' 9.0' -33.0' SILTSTONE:
RflHlROWll.
TOGRAY,14COI~COfllTAillS SCATlEREDf.ALCITFGRAINS GRAY,MICACEOOSill6.9' -18.9' WITH SM StiALE LAYERS.
2"CLAYSEAAALOfli8°PLANflilZ4.3'
!J2"NEARV[RTICALLAYEROFSOFT D£COPtPOSEOROCK(a31.9' T-2-3 10 Elev. 256.9
- 9U Umt2Cool1"9Tower Elev.233.9 28
= 91'.~i ev. 256. 78 O Urnt2CoolmgTower 35A 0.0'*JU.O'illl5I!lfil....
RED,HAAD GRAY SANDSTONE UI PART.
PROM!H£NT NEAR l<<JRIZONTAL B£DD!JjG FUCTURES WIT11DCCASIONALN£ARV£RTJCALJO!NTS.
CORE LENGTHS AVERAGE 10 INCHES O.D' -2J.O'SILTSTOME:
REO-BRC*N,
~~~!~7 ~~~~HE~~~A~H~~~~-~~CEPT FOR CAI CITE LAMINAE" AND JIJHHH<<l Iii 0.5'*
3.2'.
S>'ACJ.~G OF 1/8" TO 1)4" JOINTDIPPll'tG75°1i1THl/16" COATUGtl 10.3' - 11.l'.
STEEPLVDJPPINGJOINTS
!!113.0'.]4.3'
- 0. 5' OVERBURDEN*
0.5'-22.0' SJLTSTONE:REO-BRC:WN, JIEOllJllHARO,CONTATiiSl'JiLC:ITE LAMINAE AND CALCITE~FILL£D JOINTS.
STEEPLY-OI>'PING JOHf!'S ti 1.4' J.3'AN01fi.O'*l6.3'.
~~~~ CLAY COATING ON JOINT lil 1.4'
~:~~~N INTO l/4' PIECES ii 18. l' l-1/2" SHALYLAYERl!ll8.3' l.O'~i:!!__R~KFRAGl1{NTS l.O'
4.0 'SJLTSTOfllE
RED-8ROWPI CONl A I NS NUl"ltlmUSillY SF ~S UP Tfl 3-l/2"WIDE 4.0' -7.0'SAllDSTONE:
GRAY-BROln'j.
FlNEGRAfNED~
7.0' 25.5' SILTSTONE:
RED-BROw.t, MEDILIMHARO. ITiiWrnHrnDHCEPT WHERE NOTED.
l-1/l"SHALELAYERtl6.5'.
2"SOFTSHALELAYER@7.4'.
5Afll0Ytll0.0'-IO.f' l /8~ - 1!4" SHALE LAYERS ti 8.l
9.l';l8.5'-19.J'and20.0' ST£EPLYD!PPJNf,JQJNTSh'ITHSQ!'I[
~~~;.~DATING ti 22 8 - 23 2 ~rid 2~ O' T-2-4 14
=IM'lElev.256.7 0.0' - 30.0' SlLTSTOHE
- RED,
~RO, WWY IN PARTAllJGRAIJCS TO SAMJ-STONE TO OEPTH OF 12 FEET.
8ELOW12FEET, ROCKIS 0 RJ'4ARJLYSILTSTONE.
CORELENGTHS
~VERAGE 3 INCHES TO 12'.
BEllll DEPTH OF 12'AVEAAGEISOVERlOINCKES.
MCJST i~~~I~~~AKS ALONG NEARLY HORIZO~AL O
Unit 2
~*_:iTovwer 0.0' - 8.5' SILTSTONE: RED-BRCNPI.
29 Ele~. 756. 9
-911 15 25 MEDIUM ~RD, UNWEAfHERED.
~~E~P~~.OIPP!Nli JOINTS@ 1/2'-Z' ANJ BROll:.ENFROJ'18' -8.5'.
- 8. 5'
- ll. O' SANOS TONE:
GRAl-BRC:WN.
"INE GRAINED, ~ARO ll.0'-28.S'SllTSTONE:RED-BRCN".
MEOl'-'IW\\RD,UNWEATHER£0.
0 O' - 0 ~*
SILT Afr(} ROU FAAGMFNTS *
- 0. S' - 25. O' SIL TSTOHE: REO-BRCllN,
~~~~~~( ~i~LE~~6i~~~~ CAI cm AND PIEAR-'l'ERTJCALFRACTUREi13.5'-4.0" BRO~E.H Iii 2. 9' -3. O'; 5. 4' -5 6 '. 6. 5' -
6.6',7.6'-8.0'.
~~r: NEAR t-ORIZONTAL CLAY SEA!'! Iii 8ROKENWITHSOFTROCK@l2.6'-12.8' BECCJIES GRAY,
~ICACEOUS @ 21.0 358
- 2.0'
~'=-I_Jtl.':_11 __ Ri!!...£!Ar:MEPIT~
~I~~-~ ~[~~H~~~~~TO_!I!,:
llED-BRO~N.
3 C
- 5. ~' SAHOSTOHE "lfCIUM-HAR0.172"CIAY 4 C' LE.ACHED
'~°"' 5. 3 58' -27.0'SJLTSIONE lffO.QR(Mj, LOCALU BROl<(N ALONG SHEPL~ DIPPIPtG JOINTS.
RROl<EN FR~ 5.8' - 6.2' l/4"CLAYSEA.lli18.7'.
T-2-5 Jl!f (see noie 3i
[leY.260
=lOOt
=97.21 O
Uni1 l ~~~Tower o.o*-zs.o*~:REOTO GRAY,YERYHARO,SILTSTOHCHI O Unit 2
C.'.:_~.:'_To-r 0.0' - 16.!>'
SILTSTOIE:
RED-BR:Otlll, 10 20 14-A tle~. 2~.7
-'Mt.
PART.
'iCATTEREDJOIMTlfllGPRIMAAILY PARALLELTOBEOOING.
CORELENGTHS
- r~~~~p~~~o IfllCHES, INCREASING El e~. 2~5. 5 18 Elew.256.8'
=92.7S:
Un1t2CoolingTower 14-B 97
~lev 256.]
- ~-............ ~,,_..
- __-=-
11£0!~ HARO:~O CALCITE 98 *~~=.-.*
- ~N!~R~~~:~NJ~~N~S 0~0~~~;5'.
AHD 7.7' -10.0'
~
=
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 20 32 Elev.256.9
=81.7S:
Ele~Q.78
=98.3t u1111lCoollngTower El e~. 241. g
- 83.lt 0.0'-15.0' SJLTSTONE:RED-BRCMPI, NrDl~HARO:~DCALCITEAND NEAR-VDITICALCALCITEFILLEOJOINTS.
BRO([t,JNT01/8"-J/4"P!ECESfil
~:~: ~ 1.4' ; l. 8' -2 2' ANO 7. 4'
~HA_ Y, SIJFTER @ 7 4' *8. O' STEEPLYDJPPINGFRACTIJRESWITH l/4"-1/Z"CLAYtl4.3'-5.0'
~~~~~/~~TURES Iii 2.9'-U' A"'O 38 10 I 5 2 5 0
urn12_c~~~ Towe*
10 20 25 0 0'
- 5 O' SILTSTO"'E :
REO-BRC:WN, J'l:OJl.11HARO.~SCLAYAN(I OECC....POSED ROCK SEA'4S UP... 0 1" mm:::
!>.0'-8.0'~:(ill.J!YTD REO-BRO~. Fll'IE TO
~OllJllliRA!NlD HARl, GRAOESTO<;JITY@7.0' 8.0'-15.0' SILTST()N[:
REO-BR<Ylilf, HARO,~ITHSC~ALCJTECOATEO JO!HTSBROKEN'.:'8.4'-94'
=~~.~?RIZ::JITAL SILT-COATED JOINT NEAR HOHZlllfTAL. JOIMT WITii TRACE OfCLAYfll7.5'.
~~~~~ r Ol"Pilll Jorm 11
- 1. s
~~~~N INTO 1/2" - !" PIECES !I 21.5' HIGHLYWEATH£R~'.lJffljEATHERECl BHOWCXC[PTFORSEVElru.LOCALCLAY SENtSlFT03/4"11IDEl\\JIOSCATTERED JOINTJlli.
16.5' - 19.5' SMDSTOU.
GRM-BROWPI, FINEGRAJl'IELl,11AR_D __
19.5' - 21.5' SILTSTOn:
RED*BRO'ti'I, "fDllJllHA.RO,LI~
SILTAfllDOECl:WOSEO ROCK.
0.5' - 2.8' TII:TSTOIC: R:ED-!UICW, HAAD.STEEPLY~FRAC"TURES
!i!OS'-2.4'.
2.8' *9.S' SAlllOSTOIE:GR.AY-BROWN, FIN[ GRAll'IEO, HARC, STEEPL ~ OIPPil'IG FRACTUR[Sfl3.2'-4.8'.
!ROH STAI~EO CLAY-COATEDl'"llACTURE lil5.5°*8.0'.
fa~~[ WITH THJ/lj CLAY COil'HNG 9.5'-27.0' SILTSTONE:RED*8ROWN, t'ARD,UNWEAT~TTEREDCALC:ITE GRAINS MD STEEPLY DIPPING CALCITE fILL£0J(]JNTS STEEPLYOIPP!fllGFRACTURESfl22.8'-
23l'AND2S.0'*26.0'.
0.0'-?7.0' SILTSTON£*RED-8RCWN, l-t)RIZOlfTALC~T040'.
8ECCMESMEOI~MARDBELOW.
SCATTEREOCALCITEGAAINSA"O CALCITE FILLED JOINTS
~!CACEOUS @I 14. 0'-17.O' l"SHALELAYERtl200' SAllOYP20.3'-21.0' For explanation of symbols, see sheeT 27, Figure 2.5-22
- 2. For location of borings, see Figure 2.5-20
- 3.
Holes I through 38 ore numbered to indicote plirth fourdotion for the Unit 2 coolino tower where hole was drilled.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 32 OF 37 FIGURE 2.5*22
A-I A-7 Elev.251.8 Auger:lcll!
0 Sni. P~~
10 I~
A-13 Ele11.255.6 A119ert1ole 0
Spray Pond I 5 A-19 Elev.261.5 Auger Hole 0.0'-2.0't.!!:..!:_
2.0'-11.0'~
BROWN,<;AMJV 11.0' -12.0'SHALE:
YELLOW-GP.AV, HJGti_Y WEATHEJi.rn--
0.0'-J.O'fILL 3.0' - Hl.0' llb.!...l!!l*
LIGHT BRO~ TO YELLOW 8RCMN, CLAYEY.
- ~~~f REDDJSH BRCMN TO RED A; RHUSAL AT 1B.O FEET.
-11.0'£!11,_
11.0' -14.0'SILT.
RED-BROWN WIT~ SHALE FRA"GNEKTS.
14.C'. 18.0' S!::IALE' RfD,HHiHLY WEATHERED.
0 p
1
~
o.o* - z.o* f111.
20
£1e'l.240.6 A-20 Elev.262.0
'-ilerHole 0
Spray!°:~
~"'~'~,
2.0'-"5.6'~._Q!J_
- YELLOW, BROWN 15.6' -21.0'llill......C.L.
OARKBR()lijNWITH SCATIEREDGAAVEL BECOfl£SBLAC.:AT19.6FEET A-2 Elev.265.8
'"'""'I~~"""'.
0 ih
~ 1\\1
'°"1\\~,;
5 10 A-8 A-14 15 30 35 A-21 o.o* -.:.S'Elbl 2.5 -llO'SJlT YELLOWBROWN, CLAYEY,BECC>>1ITlt!RECLAYEYWlTH DEPTH SCATTERED SA~DSTONf f RAG-MENTS, T05. 5 fEET.
- SOFT, 0.0'-4.6'5llTYCLAY.
YELLOW BROlilN 4.6'-12.0'SILTYSANO*
RED-BROlilN,VERYrTii[.TR.(f[SO' H£0llMTOCOARSESANO
\\2. 5' - 35. ~' _Uhl, BROWNISH-RED, CLAYEY LESS CLAYEY BELOW 17.5 0.0'-2.0'f..!lb.
~o 0~REE~is~*B~~arTE~~~L~~EEN-GRAY SHALE FRAG.~ErfTS LESS T'"°AN 1/8 INCH IN OIA'1ETER A-3 A-9 20 A-15 Elev.257.B AuQerHole 20 A-22 9.D
- 14.0' CLAYU SILT 01L' ll(IHT BR~N lillTH NlMEROUS SHALE FRAGli4ENTSLESSTKA.Nl181NCH DIAMETER BECOl'ESYELLOliil*
- ~o~~-~L~~~i* F!Nt SU~-SAMO
~j~;y~ ~~~.C~~:MJ~~OWN, ORGAN[CMl\\TERIO.LANDMICA
~~~R ~~~ir~~E6 1
~~E~r~ )~F ~~~~~~N 13.0' -22.4'ill.I...l!!J.:
RED-BROWtl WITH THIN LAYER<; DF 1-nr.HLY WEATHfREDSHALE REFUSALAT22.4FEET J.5' -39.C' SILT BROlo'N,ClAYEY,
- ~E~ 0 FEET m
- -BROWN BELO\\J 5.0
-2J FILL
~R~N. i~i~~T~~ttL4~H '.
12.0' -13.0' SHALE REFUSALAT13.0FEET A-4 EleL 250.2 A-10 Elev Auger ~ole 0
S ra 15 20 A-16 20 A-23 3 5' - 9.6' SILTY SA'°'D HLLOW-BROWN TO RELl~~Y CLAYEY Ulb.
~llil*
12.5' - 22.5' ClAYErSJLT.
RED-BROWNTO RED,~SSCLAYEY AT17.0FEET.
SCATTEREOSHAlE
~~~i~~S, 6 ~~~ i~~~ ~E~~ INCHES o.u'-35'~
J.5' - 25.6' SILT.
LIGHTBR~N TO iffDDIS~ BP.Olm," l'ERY CLA.HY BECOMES LESS CLA~EY AT
~.S FEET REFUSALAT25.6fEET 0.0' -2.J'llil 2.0' - 12.S' illlJ..!!J:
YELLOW-BROWN, BECO~ES LIGHT BROWl'I WITH TRACESOFCLAYAT110FEET.
12.5' -15.S'SHALE GR[Ei,*YELLOW,
!'tOOEIUTEi..Y HARO:--
~~6~~.-16.5' ~:
REFUSALAT16.5FEET.
A-5 A-If
[lev. 2S2.4 AuqerHule Spray Pond T1,111 20 A-17 15 20 A-24 3 5' - l? D
~LAYEY SAAD____ilfl B~oi.u' F'.NE' SIL TY.
BECOMJN(i RED TO PEC BROWN AT 7.0 *EH lll:REASING CLAY CONTENT lil!TH OfPTH 4.5' - 7.5' CLAY BRO'llN, sr1.n V[l!YSOFT,Wrr:-
75'-25.D' SILT
- 3ROWN, V'ERYSOFT,WET 16.C' -20.0 TRACESORMEDJUM-
~~l~l~ANO GRADES INTO SOFT, 0.0' -2.0':.lbl Z.O' -
12.0' SlLHCLAY
)ARK BROWN,SANOY.---rfNITOHEOtUH GRAJNED.
-3.C'f.!ll:_
~E~~o~ ~~6~~ ~Am ~l_h_T_ U1Ll
-14.:l' SHALE REfUSALAT14.0FEET A-6 E:ev.l53. 7 A..igerf1ole 0
Spray Pond A-12 A-18 Elev.
Auger Hole O Sprd 10 20
-J.O'~
3.0'-160'SILT. RE03ROWN, CLAYEY SCATmE05HALEfRJl.r.-
'1El'ITS fROl'I 7.Q - 13.0 FEET 00'-4.0~
4,0 -11.0'SAN!.i VERY SILTY, CLJ.l'rY. FINETOMED-l~GRAJJitEO. BECOfUREOD!SHBROWN WJTHSHALEfRAGHEN-SAT7.0FE£T 110' -145' SHALE REO,i-ilr,,,LY WEATHERED REFUSALAT14.5FfET.
D.D'-20'QJ:..1:.
~~~r~: ~~i~~TEW~'.
~~O~~. sr~r~: ~ri-%f:Nt:6~~~0W-SANO.
BECOMES WIDV CLAY AT 16.0FEET.
R£FUSALAT21.5FEET.
For explanar1on of symbols, see sheet 27, Figure 2.5-22.
- 2.
~~~-~~.at1on of borings.see Figure LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 33 OF 37 FIGURE 2.5-22
A-25 Elev.252.1 A-31
'"'"~'~'::::.:::**.'
.:$**~*
- /~
10 Ele'o'. 243 2 A-37 A-43 0.0'-2.0' FILL 2.0. - lZ.Ii' CLAYEY SILT
(~L)
YELLCM-BRCWN GREEN, HIGHLY 0.0' -4.0'£1!!_
4.0' -12.5' SHALE GREEN-YELLOW, HI(iHLVllEATHE~
0.0'-3.5' FILL
~R~N~ ~~Ig~T~~L~LR'£4.
-ZO.O'lli.!_
20.Q' - 22. 5' SHALl llHUSALAT22.5FEET A-26 A-32 A-38
'""~lli':::::.;*
.!.~!~
11 1*":;?;
I
- .~~~ 10.0'~
l 0.0' -
- 17. 0' SHALE:
YELLOM-~REEN, HIGt11.YWEATHlR~R)HARDFR~
'2.0-13.0FEET.
17.0' - 19.o' 2.l.b.!_L~U SA~OV.
REFUSALAT19.0FEET
-15' FILL
-6.:J'Clll.Y(CLI 6.0'-19.5'~
BROWl'l,TRACESQFCLll.Y
-2.5'f.!11_
~R~9.s'~
Auger A-27 A-33 A-39 Ele'o' 253,J 0.0' -2.5'C!LL
~R6wt1 -w~!H 0
~cii~~R~~L A~o 1~~L~~w-Sf'V,LL GRAVEL.\\.trn coARSE SANO OI5TltlCTC[l_i}RCJ1ANCiEAT170 FEETTDBLACK.llfTHFRAGlilEflTSOF WEATHEREDSHAlE.
DRILL!NGll()RE DIFFJCULTAT12.0FEET
- 3. 5'
~l.hl:_
3.5'-Z6.fJ'~MEDIUM TODARKBROliilt,BECOf'1ESLJGHT 8RO!INI~H ~ELLOli AT 12.0 FEET REFUSALATZ6.0FEET 0.0' -2.0':..!!.!:_
2.0'-I0.5'filT_jt!_L_l:
YELLOiol-
~~~~E~~CCJolHtG om: BROWN AT
-12.5' ::.IL_l_i~:
SLACK
~f G~~Y -w~:T~ERi~LE: 'fELLOlt-GRHN, A-28 Elev.27i.?
Au9er ~o le o~"'.'.;""._
.. *}:- i
- I,,,
10 A-34 Elev.261.8 Au9erHole 0
Spra) Pond A-40 0.D'-2.5'~
~R~N~ ~~A~~y~~Esy6~~~~~£ SAND.
BECJlilESDMRll:flROlfflllJBLACK AT 9.0 FEET WITH ~~~V SH.o\\LE FRAG-MrnTS TO 1 /4 tNr:H [p; O~AME""ER ORILL:NGDlfFICULTAT10.5FEET.
0.0'-3.0'f.!l!:.
J.O'-lJ.O'll_!,__T~*
BROWN, CLAYEY.
lJ.O' - 14.5' C_bfil__jg.l:
BROWN,S!LTY.
REFUSALAT14.5FEET.
-2.0'Ffil 210' S:LT UARKBROlofN, BEC~ED-8ROWNAT A-29 Ele~. 274.B
,,,., ~,,~~,,.,
- z,;
1 1.~:111:.
- %111::;,
10 A-35 Elev.262.g Auger Hole 0 Spray.:~::~
10 A-41 Elev.263.4 Au9erHole 0 S ra Pond
,.~2:
15 20 11.0'-lJ.O'llil....Q!U:
DARK BROWN,SANDVWlTHSHAL.EFRAliMENTS REFUSALAT13.0FEET.
0.0'-3.0'f.lhk_
J.0'-21.0'SILT(l'I...):
LIGHT YELLOW TO YELCNl!ROWN WITH FRAliME~SOFHIGHLYWEATHERED SHALE.
21.0'-23.S'SAALE:
GREEllISH
~m~ BEC(JtES""IDV TO BLACk AT 23.0 REFUSALATZJ.5FEET.
- 2.0* Ffil
-29.0'.fil.U:
REDDISH,CLA'fET.
29.O' -
3~. 0' SHALE.
WEATHEREO,CLArrr-A-30
'"'" ~'[ll*'::,
. =*frul
- -:3:-.:~
- /JI*_~-:;;
5 I
10 Elev. 249.7 A-36 Elev.265_5 Auger Hole 0 S ra P°'"!
"'?-*
jp*.~I Iii'.~.. -
10 10 A-42 Elev.261.7 Auger Hole 0 Spray Poncj 15 EleY.2JJ.2 00'-J.5'f.!!:l
~Q5~EDr~*;~~ru.~. DARK 0.0'-2.S'E!l!_
- ~H~LA~~h~r~[~~:~ET ~ECCl1ES REFUSAL AT 18.SFHT.
-13.0'f!lb.
13.0' -21.0' SlLT RED BROWN, CLAYE'f.
-28.S'~:MEATHEREO.
AEfllSALAT2B.5FE{T For e*planation of symbols. see sheet 27, Figure 2 5-22 For location of borings, see Fi9ure 2.5-20.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 34 OF 37 FIGURE 2.5-22
3 0 SP-!
B.5' -19.5' fill,ORANGE-BROWN, SANOY (11..)
(165-19.S'flklrefinesand
,.,.ith roc.k-lHe l~yer.}
19.5'-23.S'SILTYSANO, YELLCMBROWN,~P.AVEL
& CLAY. BLAC~ V£RTICAL STREAKS
{SM).
23 5' - 26.0' SILT, YELUll'-
BR(l,jN & PURPLE-JiEDWITH GRAV NODULES* HACESAND (11..)
25.0' - 31.S' SILT, REIJ-BROWN TOYELLClil-BROl~RADESFROM FINESAPWl'SILTTODARKBROWN CLAYEY SILT (11..).
SP-5A 3.5'-7.0' SANOYSJLT,YELLOW-SROWN, ~TILED.1'03TIT, TRACE
!;RAVEL{"-).
7,0' *10.0' CLAYEYSILT,YELLOW-8RCMN,J<<>TILED~SAND ANOGRAVEL(Jll.).
10.0'-15.0' SAlilOYSILT,RED-BROWN,TRACEOF~).
SP-9A SP-13 Elev. Z64.9 2.5' -5.5' 5.5' -7.5' SILT,l'ELLOW-BllllliN, PLASTIC, S01i1E-mvn (rt..)
om"~*~:
P-1 5
D-1 0.0'-Z.5' £!.!:.b.
~~N~ ~j~h~~rM~~ G~~L~~T lONES,SillSTONEPIECfS(flt.).
- r11*:*
ill!:.
3,5' - 8.0' CLAYEY SlLT, RE~
BROWN, TRACE~.
8.0' - 11.5' SANDY SILT, JlfJTILEO YELLOW-GRAY,T~plf GRAYEL(,.L) ll.5'-14.0' SllT,YELLOlo-8ROW"'°,AND CLAYEY SILT; TAAL'rOF SAND {11q).
14,Q' -24.9 SANOYSILT,YfLLOW-BROWN(lt.)
24.0' 24.9' FRA<ltENTS I 0 3 0 SP-2 Elev.263.0 Spray Pond it ~\\i#
SP-6 Elev. l~.B Spray Pond li::'.O' -15.0'SILT,OAANGE-BROWN MIO YELLNHiROWN, ~ITH GRAVEL (Jill.)
15 O' - 16.S' SANDY SLT, YELLOW-BROWN,SLi!iHTLYPLASi!C (lllL)J6.5-205~Y_Q.~
GRAY 20.5' -l6.D' SJLT,YELLOW-Bll.OWN,TRACErJNES.llNO(J'1L).
26.0' -Jo.a* SILT,R£D-BROWN.
THINLAYEROFYITIOllSJLT.
WEATl1ERED SlLTSTONE, HCRUUNTAI BEDDING DRESERVD ("1LI
~< 0.0'-2.5'fl.!:.1_
-- ~ #
SP-10 flflv.272.J o~"'"~
~. ~
~\\ ~.
~'
SS-l 5
2.5' -5.5' CLAYEYS!LT,YELLOll-8RCMN,TRACE~0GRAVEL01LJ.
S.5'-9.0' SANDYSILT,BR(}.IN, SLIGHTLYPLAS~GRAm (ML) 0.D' - 2.5' fill 2.5'-6.4' SAl'IOYSILT YEJL().1-BROWN,PLASTI~
GRAVEL(rt..).
SP-3 SP-6A SP-I I Elev.269.0 Spray Pond 3.0
~
3.0' - 13.0' CLAYn SILT, REU-BROWN.TRA~
BLACKSTAINHIG(P4..)
13.0' -
lS.5' SILTY SAND, PURPLE-0.t<OWN,TAACEOFCLAY
- s"1) 15.5' -18.0' SANDYSJLT, RED-BROWN,TRACfOFCLAY.(ML}
IE.O' -23.0' SILT,PLRPLE-B~O"'N, FINE SAND;'G'AAYEL ANO WEATHEll.EOSILTSTONE("L) 0.0'-2.5' lli-1.
2.5' - 6.0' ~LAVEY SIU, YELLOW-mMN, TRACEWSANCl'ML).
5.C-8.5' SILTSTONE.GREEN-3RClWN,PARTIALLYWEATH£REO(P4..).
8.5' 9.0' SILTYSAH0,YELLOW-8Rll.IN, SOME GlliELT'SMT.
SP-14 SP-14A 0.0' -2.5' I.!.il 2.5' - 5.5' CL.Arn SILT, Jl(ITTLEO BRCMN,TRACEOFFJNESAND(P4..l SHALE, DARK GRAY-GREEN SP-16A 0.0'-3.5'.u.u_
J.5'-75' SANO,SJLT, RED-BROWN ('"IL;--
7.5'-10.5' S!LT,VELLOW-BROWN, Al'tDCLAYEY_SI_L.r;--lfEO-BRDllN("L) 10.S' -16.5' SANOYSILT,REO-BROWNANOYELLO~OF GAAVEL1:ML)
HARDER, ROCK-LIKE
~R~ 20.5 FILL
~f~~~ 6.0' llil* '<<'.lTrLED 6.0'-8.0' S[LTYGRAVEL.YELLO'ol-811.QllN(GH)
SP-7 0.i:~:~,::73
/,*,-.:'-115 SS~ 1 5
SP-llA o~~;;;:~r.
1rf//,
P-1 5
LL_J 6,5' ilU_,YHLCll-TRACEOFFINESANO
- 3.0'@.
3.0' -5.5' SANOYSILT,RED-BRCWN PLASTJc.*11.Ac~ANDGRAVEL (Hl)
~A~o;. 6T~AC~l~~y c~Yf~) ~ED-BRCllN, 0.0' -2.5'
£1..!::..!:.
2.5' -5.0' CLAYEYSJLT,RED-BROWN, TRACE OfGRAVITTHL).
l'()RECOYERY5S-l.5' SP-15 0.0' - 3,5' fill NDRECOYERYJ.5'-6.5' 6,5'-22.S' SANOYSILT, TAN. 11!1H FlNEGRiWITTJllL) 20 SP-4A SP-8 0 i~:;::
~;,'
SS-I 5
55*2 SP-12 4.0' -10.0' SANOYSILT,REO-BRIMN,TRA.CEO~)
10.U' -2!.0' SILT,RrCi-BRCMN, PLAST!C,TRACEor-sANJANO GRAVEL{"l.)
21.0' -21.]' IJ.AtEr....ilL.,
11.£0-B~,TRACEOFSANO (It..}.
0.0'-1.5' f.!!:.!:.
l.5'-6.9' SANOYSILT,TAN, SOMEGllAVEL-Sf!Elf~
FRACMNTS(J'1L).
- 4.0'fill
- R~N, ~J~f gt.Ng"~tT(~~LLOW-5.5'
- 9.0' CLAYEY S:LT, YELLO\\o-8ROWH, TllACE~"llSANO (ML) it.O' 16.0' SAHOYSILT,R:ED-BR!lilN,TRACEC~E lill.AYEL(lt.).
16.0 -16.4' S!LTYGAAYEL,RE0-8Rllill'l.SANOY,TR:JIT1:~1.
0.0' *2.5'.U1!:.
- 2. S' -
- 5. 3' CLAYEY S:L T. ~ELLOW BR!lilN, TRACE~
- R~: ~J~E ~N~A~~~ED VELLOll-lill.AVEL (Ji!L).
£1!!Y.266.7
-2.5' Fill
- 2. 5' - 5.5' SILTY CLAY, YELLOlol-BllOION, P{)TILEO, TRACE OF SANO, GllAVEL(CL).
5.5'-11.0' 5.ANOYSILT,YELLOW-BllOWN,PLASTICT"l5'0CITT'SOFNON PLASTIC SILT AN~ CLAYEY Sill.
TRACEOFGRAVEL("'9.).
0 ll"~
p'.'~
SS-1 ;*,. f 5 I 11.0' - 12.0' SILTsmNE, DARK Bii.Qi.iN TOBLACK,WEATH[REO("L)
-3.5'.Ll..!:..b.
3.5'-10.0'~.HOTTLED Gll.AY-BROllN,PLASTJC,TPACEOF GRAVEL(Hl).
7.0' -10.0' YELLOll-8ROllN,li!TH POCKETS Of CLAYEY SILT.
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) lOLO' - 21.0' SILTY GAAYEL, YELLOW-BROWN, WITH SA~
0.0' -2.5'.U1!:.
2.5'
- 7.0' CLAYEY SILT, VELLOW-BR(}.IN, TRACE~c~
FRAGMCNTS(ML).
7.0' -7.8' SILTAN!lGRAYEL; PARTJALLYWEA~(""1..-~)
For explanation of symbols.see sheet 27 Figure 2.5-22 For location of borings, see Figure 2.5-20.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPH IC LOGS SHEET 35 OF 37 FIGURE 2.5-22
SP-17 Elev.251.7 rtugerHole O Spr111 ="I~\\~
,;;;;);
'>f!..
10 I !
20 SP-23 Elev. 211.2
-2.5'LJll.
2.5' -7.0' SILTY CLAY SCttEPEBBLES~--
7.0'-22.5'SILTYCLAV*
DUllPLE-BROWN,SLilit!T~SOMESAND ANO PEBBLES
-2.0'f!!l 2.0' - ti.O' SILTY CLAY*
PURPU-BROWN, DRY,Si'.iRfl'iriiBrES.
6.0' - 15.5' S[LTY CLAY ORV, SM PE~
15.5' -63.5' SJLTST~E BR<Ml,SCl'IECLAYPRESE'fl".
SP-18 Elev.259.3 Au9er Ho l~ ra Pond 0
~Ill~'~
70 80 90
//*JU I//
'I
~ill I/,
~1
..... 0.11111.1 11, P-1 0.0' -2.5'.u!:i 2.5' -
- 12. 5' SIL TY CLAY DAR~ BR0'-4H, ORY, f()QERATHY PLASTfC, SO~lE PEBBLES 12.5'-19.S'SILTYCLAY llROWll,SOMEPf~
0.0' -2.0' FILL 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 12.SFEET.
HIGHLVW£ATHEPED, FISSILE,HIGHLVFRACTUREDALOllG B£DDING PLANES, SOME FRACTURES ARE CALCITE FILLEO.
NUl'IEROUS CALC!TE STRINGERSAADCLAYFILLINGS.
CORE LENGTHSRANGEFRCl'ILESSTHANl
\\~~£~~ 10 !..:HES, AVERAGIM> 2-4 4J.0'-46.0'SANOSTOtlE; REOOISH GRAY, F[NE-GRAhEO, MICACEOUS. WELL CEMENTED, HARD 46.0'-60.0'SILTSTOllf:*CLAYSTONE;REO TOREO-BROWNSEOtJENCEOFCLA'fSfotiE AHO SILTSTONE.
60.0
-62.S'SANDSTOM£:
- GRAY,
'11£ATHERST08RICKRED FI~E-MEDI~ [;RP.HIED, '11£Ll CEMDITD 62.5'-E16.5'SILTSTOllE-CLf.YSTONEAS ABOVEAT46.0'-60.0 86.5'-94.0'SHALE:
RED TO GRAY GAAOINGTODil.AiliUCK.
GRADESTO SILTSTONE.
SOFTFR()l:B7.0' BB.5'.
94.U'-120.0' SJLTSTONE-CLAYSTONE REDDISH, flllICACEO\\JS, AS Aoovr---
SP-19 Elev.259.6 AuqerHole I 0 S eyPof\\d
~I~!:,:,~
~~ii\\ _1,~
P-2 Elev.265.0
=lOOl 0
Spray :o~;
10 I '
20 q
30 3,
40
.J.O'!:..!..!:!:.
30' -12.5' SILTY CLAY
~OIST S()lffpf8Bl(S~
12.5' -15.0'9:A.!_:
OARt::.BROWN,
~TllllTHAWLLAfOJlllOFSAllD, SOl'EPEBEILES.
2.5' - 9.0' SILT YELLOW-BROWN, lLAHY WlTH"S°mlE.RED SHAlF FRA~ENTS.
9.0 -12.D'Slll-SHALl:
GRAl-BROWNSILTr,RAO[ffGtHTOHIGHLY
'lEAIBERED SHA1.E 12.0' - 59_5' SILTSTONE*
GIUY-GRErn GRAOHIG TJ GRAY-RED, HlGHLY WfATHFRrD.
Pol.ANYCALCIHSrnINGERS 46.2'-46.8'VERT!CALFAACTURE FILLEDlllTHCALCIH.
59.5'-61.S'SAllJSTOME:
- REDDISH, fINC*f'EDILl'IGAAil'tED,HIGILYFRACTURED SP-20 P-3 60 100 0.0' - 3.0' Qll 3.0'-22.0'SILTYCLAY PURPLE-
- ~~~* SLIGHTLY !101ST, SCME FINE 22.0' -65.4'S!LTSTONE.
PURPLE-BRCNNllJIHS{]'IECIAf7ili"QSAND 00'-3.5'~
3.5'-8.D'SILT; SllGHTtY CLAYEY."
~l. 0 ' -
l 5. 0 ' SHALE :
R ED-B RCMll,
~IGHL Y WEATHERED TO 15 FEET.
15.0' -44_0'SJLTSTONE:
RED-BROWN WJTHSCATIERED--vnTrrX[FRACTURES
,\\ND)~[ CALCITE STRINGERS 44.0'-65.0'SANDSTONE GP.AV, FlNETOME'.l!IJflll-GPAJNEo.
SP-21 P-4 25 30 0.0' - 12.5' SILTY CLAY*
BROWN, DRY, SOME PEBBLES.--
12-5'-60.D'SILTSTONE:
PURPLE-BROWN,SOHECL~NOPRESEl'IT.
SANDSTONE.lilEATHERED 46.0' 75.0' SWl.L(; iiRAY TO WIHTE ANO VARI-COLORED rO"BCXc1c OCCASIONAL Flf'CE-GRAillED SANOSTOfl£ ZONES. F0j JQil'ITS JOINTS IRON-STAINEU TO
~7 FEET SP-22 Spray Pond 11\\1\\I
/'l1111/
P-5 0
S ra Pond
- o 4 5 100 55 100 60 70 0_0'-2.5'.u!:!:.
2-5' - 16. 5' SILTY CLAY*
~ROWN, DRY,SOMEPEB~
16.5'-62.2' SILTSTOftE:
FURPLE BROWN, SOJllE CLAYANO SlND FRESENT 0.0' -12'SA.llOYSILT.REllW!TH OCCASIOOL~ClES 12' -21.0' SHALE HIGHLY lllEATflERED.
21.0' -37.0'SMllLE:
REO,HIGHLT JOINTCDTOJ5f"['L'i."5CJIEZONE50F FJNE-liRArllEOSANOSTONE;rnRELOSS
[115..\\llDSTOJIE.
37.0'-71.0'S.ANDSTONE:~Y, F!hE-liRAlNEO,iiilMDfITYJOINTEO, PR(fUllENTllEARmmcA.l.JJJNTS IRQlll-STAillJNG TO 54 FUT.
COflELEl<<iTHSAVEAAGE61JKHES 46' -
4'::1' BLACK:
60' -64'VARI-C0LOA.EO,GAA¥Mll lllITE.
For explanation of symbols, see sheet 27, Figure 2.5-22 2
For location of borings, see Figure 2.5-20 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 36 OF 37 FIGURE 2.5-22
TP-1 ELEV. 257.5 SPRAY POND o-~-"'-.
'*~.
\\\\..\\\\.
~. ~*
0.0 - 3.5 FILL
'\\\\
5-10-3.5 - 4.5 TOPSOIL 4.5 - 11.5 SANDY CLAYEY SILT, WITH GRAVELS. (CL)
ELEV. 246.0 TP-2
~LEV. 259.6
,PRAY PONO 0.0 - 2.5 FILL 2.5 - 3.0 TOPSOIL 5-,__
2:1 3.0 - 8.0 SANDY CLAYEY SILT, WITH GRAVELS. (CL) 5-o 8.0 - 10.0 SILTSTONE I SHALE ELEV. 249.6 TP-3 ELEV. 258.O SPRAY PONO
/
/
/
/
/
TI
/
v
/
/
/
i/ I/
ELEV. 250.5 TP-4 ELEV. 265.1 SPRAY PONO 0.0 - 3.0 FILL 3.0 -
3.5 TOPSOIL 3.5 - 7.0 SANDY SILTfCLAY, TRACE GRAVEL (CL) 7.0 -
7.5 SIL TS TONE f SHALE
~***
- ~~1'*
0.0 - 3.0 FILL
- ~*~
3.0 - 4.0 TOPSOIL 5
/
4.0 - 8.0 CLAYEY SILT (CL) 8
/
~ ***
6.0 - 8.0 SAND AND GRAVEL POCKET
' i/
8.0 - 8.5 SILTS TONE ELEV. 256.6 TP-5 ELEV. 261.5 SPRAY POND 5->---
B ELEV. 253.0 TP-6 ELEV. 262.2 SPRAY PONO n
5--
ELEV. 254.2 TP-7 ELEV. 264.5 SPRAY POND
/ v
/
I/ /
/ v 5-'--/ v v 2-::1 / I/
/ v /
v v
/
/
ELEV. 256.0 TP-8 ELEV. 269.9 SPRAY PONO 0.0 - 3.0 FILL 3.0 - 3.5 TOPSOIL 3.5 - 7.5 SANDY CLAYEY SILT, WITH GRAVELS (SC) 7.5 - 8.5 SILTSTONE 0.0 - 1.5 FILL 1.5 - 2.5 TOPSOIL 2.5 - 7.5 SANDY SILT WITH GRAVELS [CL) 7.5 - 8.0 SILTSTONE I SHALE 0.0 - 2.5 FILL 2.5 - 3.0 TOPSOIL 3.0 - 8.0 SANDY SILT I CLAY (CL) 8.0 - 8.5 SIL TS TONE 0
~'..~~~
0.0 - 3.0 FILL
- ~.. ~
~.. ~....
3.0 - 4.0 TOPSOIL TP-9 ELEV. 265.2 SPRAY PONO 5-v /
v / I/
-v /
S-1v / v
,/ I/
ELEV. 257.7 0
5 5-TP-10 ELEV. 257.4 SPRAY POND
~*~
~\\~
S-1 H:tt}
ELEV. 251.9 TP-11 ELEV. 268.3 SPRAY POND 0.0 - 3.5 FILL 3.5 - 4.5 TOPSOIL 4.5 - 8.0 SANDY SILTfCLAY
[CL) 8.0 - 8.5 SILTSTONE 0.0 - 2.5 FILL 2.5 - 3.0 TOPSOIL 3.0 - 5.0 SANDY CLAYEY SILT 5.0 - 5.5 SIL TS TONE I SHALE 0.0 - 3.5 FILL 3.5 - 4.0 TOPSOIL 4.0 - 10.0 SANDY SILT (MLI 10.0 - 10.5 SIL TS TONE ELEV. 257.8 4.0 - 5.0 CLAYEY SAND ANO GRAVEL (GC) 5.0 - 8.0 SILTSTONE ELEV. 261.9 (CL) 5-TP-12 ELEV. 255.8 SPRAY PONO
-2.:1 ELEV. 245.3 5-10-TP-13 ELEV. 259.3 SPRAY PONO ELEV. 248.3 NOTES:
0.0 - 3.0 FILL 3.0 - 4.0 TOPSOIL 4.0 - 10.5 SANDY SILT (SC) 0.0 - 3.0 FILL 3.0 - 4.0 TOPSOIL 4.0 - 11.0 SANDY SILT (ML)
- 1. FOR LOCATION OF TEST PITS, SEE FIGURE 2.5-3C.
- 2. TEST PITS IN THIS SERIES WERE MADE TO INVESTIGATE THE SOILS IN CONSTRUCTING THE SOIL-BENTONITE UNER.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPH IC LOGS SHEET 37 OF 37 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
Normal
?V'c?/ Level E/. 251 Poad
/2' 1 801/ cover 80/lam E/.241
/2 L1/7er 12"' So/I cover 12,, R/,.OroP' oecrd//79 S'erv/ce Rood E/. 255
/2 L/aer Top o//Val'o-rol So//
-Filter I a bric (Jurface of bedrock TYPICAL SECTION OF SPRAY PONLJ SL OPE
/VOTES:
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
//?occordonce W/la.r15TM o 698.
Graphic Scale in Feet 0
10 20
.30 I II :: 10 I LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TYPICAL SECTION OF SPRAY POND SLOPE FIGURE 2.5-24
U/7//
Elev.
WI
( ~/)
(,,ac 7) o
/OO 200
.300 400
~z";?A,-=,.--~--*
o-+-~~~---~~~--~~~_._~~-----t 41 So/I 123.8 ~
Cover (61.4) ~
239 Liner 119
~--
(56.b) ~ 2
~
~
In-Si.lo 126.4 ~ 5 5o/I (61)
~
'~
~
~
~
~
() 9 Soil-Benton/le Liner ond Soil Cover
\\/- Av9. lndvced
,,.\\
Shear Slress
\\
\\
\\
\\ B&drocK r8edl°d 230
- ~~~~~---'-~~~---'~
SUMMARY
OF LIQUEFACTION ANALYSES DEPTH BELOW POND BOTTOM FT.
2 3
4 5
~
7 8
9 10
//
SHEAR STREJ.IGTH PSF 44-67 YI j/j
/3t:J 16 t!..
I b6 2.U:i ZJ3 2!.JI AVE.. l/.JOL/CED FACTOR Sl-IEAR ST~ESS OF PSF SAFETY 23
/.9 3~,-
/.9 4-:~
/.9
{,,o
/.9
/2
/.9 84
/.9 96
/.9
/08
/.9
/2C/
/'". 9
/32
/.9 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
SUMMARY
OF LIQUEFACTION ANALYSES FIGURE 2.6-2&
N. 7800 N.7600 SP-14 N. 7400 0
Q 0
Q M
~
M w
w SECTION B ""'
'l SPRAY POND SP-7
+
SOIL BORING TESTPITS SP-8
~
-+--------------------+--*t SP-13 Q
Q,....
M w SP-12
\\SECTION C Q
Q O>
~
w
/
PONO PERIPHERY SP-11 Q
Q...
~
w LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND SECTIONS FOR SOIL PROFILE FIGURE 2.5-26
270 260 250 240 230 SILT, BROWN TO RED-BROWN, SOME SAND I TRACE OF GRAVEL (ML)
.. H
"";"...I
~Q zZ
-~
i~
1 SILTSTONE, RED-BROWN TO YELLOW-BROWN GRADES FROM.FINE SANDY SILT TO CLAYEY 1
SILT HORIZONTAL BEDDING PRESERVED. -.
I I
I I 1 1
0
~
~....
~..... ii i~
i~
FILL PURPLE - BROWN, CLAYEY SILT WITH SOME SAND AND GRAVEL 0
PROFILE A 0
5 10 VERTICAL SCALE 10 20 HORIZONTAL SCALE
~ I
~....
iQ -I
§~
CLAYEY SILT, RED-BROWN, TRACE OF SAND, BLACK STAINING (ML)
SILTSTONE WEATHERED, PURPLE-BROWN SOME SILTY SAND AND GRAVEL Ii VIE ~s, 11 I n I I I I I I I I I I I I 15 30 LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND SOIL PROFILE A FIGURE 2.6-27
t-u. -z 0
t:=
<( >
w
..I w
2IO 231
+-------~-----.L-------------
I Fill, PURPLE-BROWN, SILT WIT: GRAVEL AND COBBLES-BOULDERS
~,.,.
~.,
- l -:~,
'*',"" t; I hi.,,
~* ~,
t 4t~'
4
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~
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j
~~~~~~~~~~~~~~~~~~~~~~~~~~-----
~~ I
-~ILTYGRAVE~REDBROWN,SAND~TRACEOFCLAY (GM) THIN HARD LAYERS OF SHALE SANDY SILT, YELLOW BROWN TO BROWN, TRACE OF CLAY AND GRAVEL (ML)
SILT, RED-BROWN, TRACE OF CLAY AND SAND, TRACE OF GRAVEL (ML)
SILTSTONE, NEAR HORIZONTAL BEDDING
.. ~
~....
L....ol -
-t1 T I I I I T 1 I 1 ;
~--"t:LAYEY SILT, RED-
~BROWN TO YELLOW-BROWN.!-'......
GRAVEL (ML)
TRACE OF SAND AN1nl' v~
TRACE OF CLAY AND GRAVEL (ML)
I)/
.. ~,
..,./
i/
v I
ROCK-LIKE LAYER
~*******
~"'.
- 1*1:1'.f.I* l:'I : t{:
0
': *.....;;,___-SIL TY SAND, RED-BROWN, GRAVELLY, TRACE OF CLAY (SM)
CLAVEY SILT, RED-BROWN, TRACE OF SAND (ML)
PROFILE B CLAYEY SILT, RED-BROWN TO YELLOW-BROWN, TRACE OF SAND AND GRAVEL (ML) 80 120 HORIZONTAL SCALE IN HET 0
2 4
8 VE.. TICAL SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PROFILE B FIGURE 2.6-28
I-LL.
2 0
~
<( >
w
...J w
270 266 262 258 254 i:n C'li CD q-N ci. w Cl) c 0 z
~ ::>
a: 0 0 a:
a:i 0 SILT, MOTTLED YELLOW-BROWN, TRACE OF ANGULAR GRAVEL, SAND (ML)
I SILTY GRAVEL, YELLOW-BROWN, ROCK FRAGMENTSANDSAND(GM)
I
~t~'11tf1~1~t*A*
SHALE, DARK GRAY-GREEN./ I c,,
.¢ CD MN ci. w Cl) c 0
z
~ ::::>
a: 0 0 a:
a:i 0 SANDY SILT, YELLOW-BROWN, CLAYEY, VERTICAL GRAY SILT LAYERS, PIECES OF SILTSTONE (ML)
I IJolHJHW PROFILE C cO CD NN ci. w Cl) c Oz
~ ::::>
a: 0 0 a:
a:i 0 SANDY SILT, YELLOW-BROWN, POCKETS OF CLAYEY SILT, TRACE IWiff i'ri 1111111 ROCK LIKE, DARK BROWN TO BLACK I I I I I 11 I I I I I I I I 1 0
40 80 120 HORIZONTAL SCALE IN FEET 0
2 4
8 VERTICAL SCALE IN FEET 0
ai CD
.-N ci.. w Cl) c Oz
~ ::::>
a: 0 0 a:
mo SIL TY SAND, YELLOW-BROWN I SOME GRAVEL (SM)
LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PROFILE C FIGURE 2.5-29
N7880 270 240 270 240 TP-13 I
TP-1 I
.TP-3
.TP-4
.TP-2 I
--t I
TP-9 *
.TP-5 i..._i----------.+.,_ _______ _..,
I TEIT PIT LOCATIONS SCALE: 1" = 100' TP-12 I
TP-3 I
ROCK FILL SANDY SILTY CLAY l TOP SOIL
"'SILTSTONE/SHALE SOIL "'OFILE, NOftTH SECTION ROCK FILL TP-7 TP-9 I
TP-8 I
TP-11 SPAAY POND
/BOTTOM, EL 241 TP-11 I
I
~*----
~OTTOM, EL 241 SOIL PROFILE, SOUTH SECTION
-N-NOTE:
LEGEND TEST PITS 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 0
GRAPHIC SCALE IN FEET 100 200 300 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT TEST PIT LOCATIONS AND GENERALIZED SOIL PROFILES FIGURE 2.5-30
280 LL.. 260 z
0
~
<( >
~ 240 w
220 280 LL.
- 260 z
0 j::
<( >
~ 240 w
I-Li.
z 0
j::
<( >
220 280 260
~ 240 w
220 280 I-LL.
260 z*
0 j::
<( >
~ 240 w
220 END OF CONSTRUCTION
~~-
~If =-~11h-~111?"----~----
BEDROCK? :--~il~-,~--::-----~
LONG TERM STATIC
--5?:---
280 I-LL.
z 260 LONG TERM SEISMIC Q
I-<
w 240
..J w
220 POST-SEISMIC F.S. = 2.3
SUMMARY
OF DESIGN PARAMETERS SHEAR STRENGTH PARAMETERS UNIT WT.
(C IN psf, ¢IN DEGREESI (pcfl UNDRAINED EFFECTIVE SEISMIC TOTAL SAT.
c
¢ C'
¢*
c
¢ IN-SITU SOIL 122.0 126.4 1.2Pc 0
0 33.5 0.610~
0 SOIL-BENTONITE LINER 113.0 119.0 o.95Po 0
COMPACTED SOIL COVER 120.5 123.8 1.2Po 0
RIPRAP BEDDING 130.0 130.0 0
40 RI PR AP 130.0 130.0 0
45 NOTES:
- 1. 4, =MEAN EFFECTIVE PRINCIPAL STRESS, 2.<Jc{ =EFFECTIVE OVERBURDEN PRESSURE.
0 29.0 225 20 0
33.5 o.6iao 0
0 40.0 0
40 0
45.0 0
45
SUMMARY
OF RESULTS REQUIRED CONDITION F.S.
END OF CONSTRUCTION 1.30 LONG TERM STATIC 1.50 LONG TERM SEISMIC 1.10 POST SEISMIC 1.10 RAPID DRAWDOWN 1.25 RAPID DRAWDOWN
~.~
COMPUTED MIN. F.S.
CIRCULAR WEDGE ARC 3.8 5.7 2.4 2.6 1.1 1.1 2.3 4.3 2.1 1.7
-:::_::::::-Ji-,;,'ll~"=====-~1;-,
,,,__-=-__
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT
SUMMARY
OF SLOPE STABILITY ANALYSES FIGURE 2.5-31
~
~
"\\
I~
I
(\\J I~'
I
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 L. e£_'!/7d:
A So// A
- So// c o--~---~~~~-L-~~~~-l~~~~~
0
/
2 3
o; I-u:f
~*sr 2
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
2 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 To/o/ Shear S/ress Po,rcvnel'e,rs
<? = 20 ° c -=- 225 ~s/'
(See !Vo/e 3)
Oes190 Cvrve I
..... - t. -
0 = 220 jJS/'
- LEGE NO A So// A
$01! c 0---~~---~~~~--~~~~~~~---~~~~-~~~----
0 I
2 3
rT; t rT3 2
I kSF 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 24H...
7H...
41MIN. 11MIN 100 IOMIN.19MIN. 4MIN. 1MIN.
100 I
CLEAR SQUARE OPENINGS 3/8" 3/4" 1-1/2" 3"
,..... *c; 50 30 11 I
10 70 I..
.. l50
... z Ill
~ 40 f
30 20 10
,I -
I p
I I
I I
~ --
- 0so (0.006 mm to 2.38 mm)
~
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I
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II I I
I I,.
. '~..
T 10 20 30 a
Ill z 40 -c Ill 150 a:
.... z Ill 10 ~
f 70 80 90 100 i
N 8 § §18&;
~ ~ ~ ~-~ ~~~
~
~~ ~ ~~llqO\\Q N...
.,..,........ * *...... I 8
0
.002 24H...
7H.R.
. OOl5
.009
.019
.037
.074
.149
.297
.590 1.19 2.i1 4.71 1.12 11.1 M.1 71.2 127112 DIAMETER OF PAfllTICLE IN MILLIM!T!flll RANGE OF IOIL GRAIN llZE FOR IOIL-BENTONITE MIXTURES HYDllOlllTER ANAL YI*
TIME f'IEADINOS SIEVE ANAL YI*
CLEAN SQUARE Of"ENINGS 48M 100 IN., 11MIN.
90MIN.1tMIN. 4MIN. 1MIN.
290 100 IO 30 11 I
l
____ *:**--~
15" I" I 70,
I-IO z
- II 40 r
30 20 10 0...
~
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-*11 TP
>OIL A:.
'P *1!:
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' --1-- "
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-- ""' i lilC:" TP*
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~
SOL
*111 *1111 1-'
II I
I I
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1,111 I
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11 I I
. !a I
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11 I
I I...
~
s l'I ra II~ 18~
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"!~ ~ ~'":tlt~C!
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0
.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 IOILS UIED IN SOIL-BENTONITE MIXTURE DEllGN TESTING 0
10 20 30 a...
40 z c Ill 10 IC
.... z Ill ao ~
f 70 IO 90 100
SUMMARY
OF SOILS FOR SOIL-BENTONITE MIXTURES SAMPLE SOILA SOIL 8 IOILC SOURCE TP-1 TP-13 TP-3 TP-11 TP-1 TP-12 LL 32 41 37 41 PL 20
'D 21 21 20 Pl 12 14 11 17 23 16 NAT. W/C 20 21 21 31 30 11 CLASllFI-CL CL CL ML SC IC CATION 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 COARSEST SOILS RESPECTIVELY IN THE SPRAY POND AREA.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SOIL USED IN SOIL-BENTONITE MIXTURE DESIGN FIGURE 2.5-34_
60 50
-- 40 0..:..
)(
Q)
"O c
~ 30
~
u..
a Q.
20 10 CL-ML ML
/
10 20
~/
CH v
/
~
/
~
/
CL
/
J ~
MH o r OH
. y v ML or
/
OL 30 40 50 60 70 80 90 100 Liquid Limit, LL Note:
The plasticity of soils shown are for the soils used for soil-bentonite mixtures. The plasticity chart for the soil in general in the spray pond area is shown on Figure 2.5-17.
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
\\J
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S0//-8enlon/!e M1xtvre~
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r
//7701 e y yy /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
--** -r--... ----
I
---*---**+-*- -~-
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- Wix tu re
- ---*
(7.5/o be/Jloo1le ond 92.5 % on-s//e soil_,
/o-B by we/ ht.)
. t 0
5 7-5
/0
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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
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LEGEND
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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT 1189.0I I
TOP OF SOIL
-~....--""T'""--r--.~-r---+-..-----.---.- SHEET PILING LIMITS OF EXCAVATION FOR POWER BLOCK EXCAVATION (UNIT 2 D.G. BLOG) 5 4
(UNIT 2 D.G. BLDG)
~
(SHEET 1OF11)
FIGURE 2.5-37 3
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LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY f PIPELINES 8t ELECTRICAL DUCTS JH~ET Z OF 11'.
FIGURE 2.5-37.
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- ELECTf'ICAL bUCTS St:tlET 3 OF '11 FIGURE 2.5-37
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- ELECTRICAL DUCTS SHE!TIOF n FIGURE 1.1*37
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& EL~EET I CF 1_1 FIGURE 2.5-37
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LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR DIESEL OIL STORAGE TANKS a DIESEL OIL LINES SHEET 8 OF 11 FIGURE 2.5-37 Rev 08 11/98
220 200
(.'.) z 0
(.'.) z (PROJECTED 10 FEET WEST)
(PROJECTED 40 FEET SOUTH) 00
(.!)
z (PROJECTED 30 FEET WEST)
(PROJECTED 40 FEET NORTHEAST)*
N
(.!)
z PROFILE B-B (FROM SHEETS 3 & 7)
PROFILE C-C (FROM SHEET 4) 60 80 100 I
WEATHERED BEDROCK:
REDDISH-BROWN SI LSTONE; HIGHLY WEATHERED AND FRACTURED, GRADING LESS WEATHERED AND FRACTURED DOWNWARD.
NOTES (PROJECTED 30 FEET EAST).
<l'.
co co
(.'.)
z er:
0 a:l
- 1.
THE STATIC AND DYNAMIC PROPERTIES OF ROCK ARE PRESENTED IN UFSAR SECTIONS 2.5.4.2.1, 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.
- 3.
Fl LLS ARE PRESENTED IN UFSAR SECTION 2.5.4.5.4.
- 4.
SEE FIGURE 2.5-22 FOR LITHOLOGIC LOG OF BORINGS.
- 5.
CONTACT BETWEEN WEATHERED ROCK AND ROCK IS GENERALLY GRADATIONAL OVER 2 TO 5 FEET.
(PROJECTED 10 FEET SOUTHEAST)
N co N
(.'.) z LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY I PIPELINES SHEET 9.OF11 FIGURE 2.5-37
260 250 240 230 220 210 200 270 260 250 240 230 280 270 260 250 240 230 co UJ z
~
- I:
u
~
- 2:
LU z
_J
- I:
u I-
~
- 2:
BRUNSWICK LITHOFACES:
REDDISH-BROWN SILTSTONES WITH INTERBEDDED SANDSTONE AND SHALE CONTACTS ARE COMMONLY GRADATIONAL t=----~~~~~~~~-
BRUNSWICK LITHOFACES:
REDDISH-BROWN TO GRAY*
SILTSTONE, SANDSTONE AND SHALE.
SOIL AND WEATHERED BEDROCK UNDIFFERENTIATED REDDISH-BROWN CLAYEY SILT WITH MANY ROCK FRAGMENT OF SILTSTONE AND SILTY SANDSTONES
(.'.J z cc
- SPRAY POND g PUMPHOUSE PROFILE OF ELECTRICAL DUCT PRO Fl LE SHOWN IS FOR UNIT 2 PROFILE FOR UNIT 1 IS SIMILAR 40 60 80
\\
NOTES LU z
- 1.
SEISMIC CATEGORY I ELECTRICAL MANHOLES ARE FOUNDED ON BEDROCK OR ON CLASS A CONCRETE BEARING ON BEDROCK.
- 2.
SEISMIC CATEGORY I ELECTRICAL DUCT BANKS ARE FOUNDED ON BECKROCK, WEATHERED ROCK, DENSE NATURAL SOIL OR TYPE I FILL.
- 3.
CONTACT BETWEEN SOIL AND WEATHERED BEDROCK AND BETWEEN WEATHERED BEDROCK AND BEDROCK ARE GENERALLY GRADATIONAL OVER 2 TO 4 FEET.
- 4.
SEE FIGURE 2.5-.ll FOR LITHOLOGIC DESCRIPTION OF BORINGS.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY I ELECTRICAL DUCT BANKS SHEET100F11 FIGURE 2.1-37
~\\
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. \\
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__ _,___/
l'
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r-- I
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- 1.
~~
)
I
~~~H-----*---b~--T---t-:--~l
\\\\
//
ttt~*.:. f /-' I
/
-- __r--. ~T I
/
i
)
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
PENNSYLVANIA READING bOlfo1lt f..
I MARYLAND I '
I I ' I DELAWARE I
\\
I CAMDEN NEW JERSEY
,TRENTON 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 Figure 2.5-3.
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) 0 25 Miles LIMERICK GENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC STRUCTURE. VICINITY OF NEWARK - OETTYIBUllG IAllN FIGURE 2.5-*
~
~
':;l z
~
~
~
s:
~
u..
i
~
TOP OF BASE MAT *
\\
SURCHA~GE I q,
~
~
~'.~~. *... ~-: :
DESIGN WATER TABLE
~-
..J
~~OU ND ACE SUJ:iF
- t SECTION THROUGH EXTERNAL WALL Po2
~{_
SOIL ANO WATER PRESSURE DfAGRAMS NOTES:
Fb1, Po2, Po!
- TH~UST RESULTING FROM SOIL IN TME 'AT REST' STATe Pw
- TMRUST RESULTING FROM UYO~OSTATIC P~ESSURE Fbu
- TH~UST RESULTING FROM SURCMARGE PRESSU~E f'Al1.,PA£z* THRUST ~ESULTINCZ FROM C fJ DYNAMIC ACTION OF SOIL *
+-+-'="
......... IOU WATER. (seeo-WMITMAN FORMULA 1 1e10)
Poi * ~ Ko ~b ( ~-L) 2 Po2 *Ko ~b (1-1-L) l Pos * ~ Ko II' La Pw *~ lfw L 2 Pou* Ko ~ H PAE*~ 'lfa 1-4 2 lc:'.h.
PAE/
a 0.3 (ITl<v)l<A'l!JH 1 P.1ioE2. * ~ Kvk.1io ts H' PaE = <J.f-l(1+Kv)0-6!<1, +j/.IKv
- ~etitro1vied rLta1t'11n9 wall ti?!:>4Mpt1 Ofl U~t..d WHERE~
~"' §T°'1fl(.., ~~!E.R.~t-A.C.:n Vf. CMnf
,,.~~S<..lRc c,oErFIC..{E.'NT
- Ko.. COEfflCIENT OF EARTH PRESSURE "AT REST"* 0.70
~b *BULK UNIT WEIQlfT
- 135 p.ef.
"If'* 8UOYANT UNIT WEICiMT
- 77.Sp.d'.
~s *SATURATED UNIT WEIGNT*l40~.£ Vw *PENSITY OF WATE~ *62.5 p.d'.
<\\.'
- SURCMAri?Gf PRESSUftE* 2SOpd K~
- MO~IZONTAL ACCfLEeATION/ 9 0.015 Foll 08£ 0.15" r(}ll..SSE Kv = PE11rtt11L HecEl..ERATJC'lll /§
- ~Kh LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LATERAL SOIL PRESSURE DIAGRAMS FIGURE 2.6*39
V) 0..
~
E 0
N
~
w§ 1--
011 Z(.!)
8 0
0 0
0 0
0 0
CX) co v
N 0
CX) co N
z:>t 0 v N
I 0
M I
0 v I 0
co I
0 0
0 N
c "'
?-
z
<(
a:
I-(/)
a:
<(
w I (/)
(/)
(/)
a:
Q Q z
<(
Q w
w
(/)
w
(.)
z w
a:
w u..
w a:
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 I <
~-------.---------+---------1---------t-------~t-------~ 0 a:
I!>
0 I!>
0 N
N
% '01.l'v'H ~Nldll\\l'v'a I!>
I 0
co I
0 0
li; a: <
w
- I:
(/)
0 O>
~
a: c c z <
c w
w
(/)
w u z w
a:
w LL w
a:
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT DAMPING RATIO VS. STRAIN PROPERTY TYPE I BACKFILL MATERIAL FIGURE 2.5-41
N8200 111000 o:
o*
~;
- -*-**-*t-*-**-**-**-
8 7
o*
0
- w I
1 I
I
--.. __ l__j_ _ _ti.__J I
I-.--
-~--l.-.---...L~==l_
I 6
5
~----
4 0
0
~I w
/
0 50 3
\\ 1 I
-4 1oy
_,(yp
~0.-9o-llZ-3'sp EXPLANATION Strike..i dip of bedding.
Joinu -
lroctures, -ing dip;..iicol joint {right);
dall>ed ~indistinct.
LITHOLOGIC DESCRIPTION B - Bru,..;q. F9!!!1!!ion - Roll 10 -
.._... inar~-
81-Bru-- -
L.acl<8blllf-B2 - Bru"""""" -
locblionl -
Dip of slick..-.ided joint pt.,., -ing dip of llict..-.
L -
l.ocbtonp Formotion - lllook,,,. or...,_
!Note: dip-slipli,_,ion..._,.I with~
10 -
or -
unitJ Repraontotive joont. -ing r-of dip -
joint opocing.
L1 -
Light m-.., -*wry hlnl.,.,.._
IS. abbreoiotions below.I
.-...S -
with minar lilly *-
Prominent bedding-pi.. cl*y mmT1.
Vert1Cal or 1WJeM1ertal slope in excwation; n.:hulW toward lower lido.
Denotes elewtion of excavated surf-=e a1 location shown.
Lithologic uniu recognized in ~inu.
IS. description at right.I Exposure of black Nte members of Locka1ong Formmtion.
stone; -
LoC811y -
......-.of d-looqirinls L2 - Block to cWk -*hood, -y.-...
-or~;-
L3 - Yellow to brown. -y
~lino-ta
-vt~llilty-.-*
minor,,_;--w.-..
y......-
L4 - Bisi<, highly -
~;ill port-y
\\1Af
"'2 4
1.____J Location of Geolog;c Sec;tion (Shown.., fi11Ure z.5-43)
,J I
1 I i I
.,J
/
N 100 SCALE IN FEET (j) hngul* joints or lrocturm; -*lly WMthenld -
o*iclHtainod, -
with clay films. Width is shown -.
cio.-tpoced fr-=turm form MrTOW zone.
@ Froc:turezone1/2"to24"wide;upto2*1/2"
~t right latorol offwr-; zone tsminates ctownw.d at L1-L2 oonuct.
@ Numerous curving. gantly dipping slidcen-lided joinu. Striotions -
pure dip-llip
.tjustments.
@ Low*ongle joinu with llickensides e._i in slope.
@ Prom;,_, --.,..- ot -
otlicipo
{1' to H/2' thictl.
2" offwr. N. -
dn. froctu,. mno 2-24"
- .:.;_-::.:.;=-* cloya>otod, (I) F roc:tu19 zone; lroctu,.. dip 10"N to 7o"s within zone 8 widll; iron-bned lfitd No olhou. All mft motwiel to firm rock.
8 pion -
-ions -
OXCOWlion con*mion prior to Pi1acinQ lining or t.dtfill.
ABBRElllATIONS USED:
150 200 2
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
-*=-
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC MAP OF ~y fOND FIGURE LM2
NORTH
...J 280
(/)
~
z 0
240 I-
<(
w
...J 200 w
NORTH
...J 280
(/)
~
z 0
240 I-
<(
w
...J 2 00 w
L5 1~
Prominent green shale bed N 8100 N8000 N7900 N 7800 SECTION A-I SOUTH 1--
I Tuffaceous, soft
Spray Network "C "---------1~~1 Concrete backfill to El.239 280
...J
<J)
~
L5 Minor fracture zone I
~
- ii*.~~-:*~~-~-~j}... ~-;:... ~-:-
L 2< projected) 200 z
0 I-
<(
w
...J w
N 8000 N7900 N7800 SECTION A-2 SOUTH N7700 N7600 EXPLANATION Brunswick Formation 280 240 200 z
0 I-
<(
w
...J w
Lockatong Formation (Black claystone or shale members shown in dark stipple)
NOTES:
I. Southern continuation of Section A-I is shown in Figure 2.5-9.
- 2. For I ithologic descriptions see Figure 2. 5 - 42.
- 3. Rock surface at spray pond networks was backfilled with concrete to elevation 239 (see Section A-2).
- 4. Location of sections is shown on Figure 2.5 - 42.
LIMERICKGENERATING STATION UNITS 1 AN02 UPDATED FINAL SAFETY ANALYSIS REPORT
. SPRAY PONO '*M.08fC SECTIONS FIGURE 2.1-a
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 E. L. 2 '2'3.. O
~---........ -z.-z;
- 1 I TYPE. !I fl LL I
4d+/-
100 1+/-
----- ---*- ------------------+------------------t--------
?.:.\\:/~TOP OF F.Oc..1"1--
N +
-1
~E.L.l~O-~ ---
I I
I i
i ! i
~ELl/O.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 \\.
I i
t'
&IJ l&J c =
~
u e 0 c >-
0 0 -
.H -
0 -
en 0 a:
10,.-.---.-----.....-----.~---r----~----..-----r----r---""°'1"A,,._~
o I
I)
I I
I 01"-----1------1----~5------+-----+-----t~---+-----t---~,,__---I 0 i 0
I o fJ_
0.11----4-~---+---+---+---+--~41
_~~~----t
~
12,-
0 j t
!I
-+-----+-----1~1 _,.... __
__,.+----~-----..
I c
I 04J-----+------+---~1-----+-----+-----t-----t--t--.-1'"'--...~--T"----1
- -+'--~-,..__* __ -+-__ ---t.
-... ~- ---
o.z u
I e
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 :
j 3 r z I
l I
'b.oooe o.ccm j I'D tf O.OOI l
~
~
I I
OJXB O.OI 0.03 0.1 g Q81-------------+-------------1----__;;::i~----~
c 0 *c
~ ! 0.6t---------1P--------..... -------1 J~
-~ Q41----------t-------.-.------------1
- 11 j.5
~i 0.2t------------------+------------1 12
~I
., ~ 0....._ __________ _.. __________ __.. ____._ __ _.
0.003 0.03 0.1 O.ooot 00003 QOOI QOI 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
- I :J Range of values for data shown In Figs 5 and 6 -----
.g ~ 0.4t---------------------1-------------------~---------__;~.+-J.~~~~-------------------J 0
0
~ :e 0 0 cu cu
~~ 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
N8400 NSOOO N7600 N7400 ---~
I
/!+--Rock bolts installed in 21 slope
~:~~~t."o~o //
I I
~Excavations for column footings~
STR/TURE I,
I
~I 0 0 Ul,,,
w
~I 0
~I I
~
0 50 100 LE GENO
[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 ~.
150 200 SCALE IN FEET LIMERICK GENERA'nNGITATION UNITS1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-48
)
s 260 250 240 s
Mox. Pond EI.
251
=__sz__
See Fig.2.5-24 for rip-rap and liner detail SECTION D Soil and highly weothered rock----....
s
===-- ~r=-:__
Gray, hard. induroted (calcareous) siltstone and fine sandstone
~
~-
SECTION E
~~
Fresh to moderately weathered/-
brown and ton siltstone and silty sondstone 1some cloystone; clay films on some bedding plo ns SECTION F Top of competent rock (oppx.)
Shotcrete 4" min.
N Soil and highly weathered rock N
260
~-250 Compacted soil cover over soil-bentonite I iner N
260 250 s
Header pipe cone. encasement Hord, gray colcoreo/
siltstone SECTION G N
260 250 230 NOTE:
FOR LOCATION OF SECTION~~
SEE FIGURE 2.5-41 0
5 10 20 40 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND ROCK SLOPE PROFILES FIGURE 2.5-49,,