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NEW BRUNSWICK NEW \\) 91 .}Ji! \\.' _,*Ii ( i' JERSEY ? 11 7 ;! jj ~II ' 11 s}I ~LANTIC CITY 1 DELAWARE I ATLANTIC ~ OCEAN MLLES 10 0 10 20 30 4()
==~ LIMERICK GENERATING STATION UNITS 1ANO2 FINAL SAFETY ANALYSIS REPORT SITE LOCATION MAP FIGURE 2.M
NOTE: THIS FIGURE IS BASED ON THE U.S. GEOLOGICAL SURVEY MAPS OF POTTSTOWN, PA. (PHOTO REVISED 1973), AND PHOENIXVILLE, PA. (PHOTO REVISED 1983). LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT GENERAL SITE AREA MAP FIGURE 2.1*2 REV. 52, 06/88
NOTE: THIS FIGURE IS BASED ON THE U.S. GEOLOGICAL SURVEY MAP OF PHOENIXVILLE, PA. (PHOTO REVISED 1983). LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT SITE PLAN FIGURE 2.1-3 REV. 52, 06/88
I J I I I I c:~ 1~ 1~ SWlTCHYARD HYDROGEN ENCLOSLIRE RAOWASTL* ENCLOSURE Sl'FIAV PONO COOLING TOWER UNIT 1 COOL ING TOWE A UNIT2 WATER TREATMENT TECHNICAL SUPPORT CENTER BUILDING IT TURBINE ENCLOSIJRE TURBINE ENCLOSURE UNIT 1 UNIT 2 r i / NORMAL. RELEASE POINTS PA STAT( COORDINATES, SOUTH lON( llN FEETL ELEVA.TIONS !FEET MSLI © TURBINE ENCLOSUFIE VENT (NORTH STACK! N 331,932 E 2.603. 786.5 ELEVATION 416 TWO HVAC VENTS FOR REACTOR ENCLOSURES N 331.782 E 2,603,786.5 ELEVATION 416 HOT MA INT[ NANCE SHOf> HVAC N 331.860 E 2.603.950 ELEVATION 416 THREE STACKS FOR AUXILIARY BOILERS N 331 862.!:i E 2,603.962 5 ELCVATION 423 FIGHT STACKS FOR Ol(S[L GENERATORS N 331.700 E 2,603,786.5 EL(VATION 253 WATEA V4POR/ORIFT TWO COOLING *OWERS N 332,798 E 2,603.4 74.5 E 2,604,158.5 ELEVATION 764.5 SCHUYLKILL RIVER DIFFUSER DISCHARGE N 330.311 E 2,603,021 ELEVATION 104 PLANT !'ARKING t N. ~ I I \\ 25' 75'
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POPULATlQN l(fl' L) On~* J00.000 S.000 lo H).000 50.000 lo 100.000 @ 1 500 lo S,000 @ 2.HlOOtcd0.000 o l 000/o 2'.500 @ 20.000to 25.000 <? 500 10 1-000 I 0 000 to 20. 000 2 $0 10 SOO l/J>der 250 LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT POPULATION DISTRIBUTION GRID, 10 - 50 MILES FIGURE 2.1*6
LIMERICK GENERATING STATION UNITS 1AND2 FINAL SAFETY ANALYSIS REPORT LOW POPULATION ZONE FIGURE 2.1*7 REV. 11, 10/82
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EXCLUSION AREA BOUNDARY 731 METERS ESE SECTOR 'tL----coNSERVATIVE ASSESSMENT Xia* 2.9 )( 10""4 1* . !r' REALISTIC ASSESSMENT X/a.. 1.2 x 10""4 ~ 0.01 0.050.10.2 0.5 1 2 5 10 20 30 40 50 60 70 80 90 95 98 99 99.8 99.7 99.99 PERCENT OR PERCENT OF TIME VALUE IS EQUALED OR EXCEEDED LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REV. 14, 09/08
10..4 LPZ 2043 METERS ESE SECTOR 10"' 0.01 IUl5 0.1 0.2 0.5 1 2 5 10 20 30 40 50 80 70 80 90 96 98 99 99.8 99.9 99.99 itERCENT OF TIME VALUE IS EQUALED OR EXCEEDED LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CUMULA TVE PROBABILITY DISTRIBUTION OF FOR BOUNDARY FIGURE 2.3.4*2 REV. 14, 09/08
10-5 -\\ u w J1 )( 1cr8 2 EXCLUSION AREA BOUNDARY 731 METERS ESE SECTOR 11 72 TIME ltERIOD FOLLOWfNG 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 X/Q 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 <J ~ c )( 10-8 2 LPZ 2043 METERS ESE SECTOR CONSERVATIVE I 18 72 124 TIME PERIOD FOLLOWING P'OITULATEO ACCIDENT (HOURS) jNOTE: Information is this figure is for historical purposes only. I LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT ACCIDENT XJQ VALUE FOR RELEASE PERIODS GREATER THAN 2 HOURS AT THE LPZ BOUNDARY FIGURE 2.3.4-4 REV. 14, 09/08
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NOTE: THIS DRAWING ONLY SHOWS POWER PLANT BUILDINGS, AUXILIARY BUILDINGS NEEDED TO GENERATE ELECTRICITY, AND SUPPORT BUILDINGS ATTACHED TO THE POWER PLANT. COMMERCIAL OFFICES AND PARKING LOTS ARE NOT SHOWN. Ll~RICK GENERATING STATION lMITS 1 ANO 2 UPDATED FINAL SAFETY ANALYSIS REPORT SITE PLAN FIGURE 2.4-1 Rev. 2 July/q2
COLUMBIA COUNTY ( NORTHUMBERLAND ) ~- COUNTY DAUPH~ COUN~~N ~' / NOTES: ~UZERNECOUNTY~
- 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 MILES 5 0 5 10 --~-~---~ LEHIGH COUNTY \\ l ___ rv -N- ,,r1 I { ) I \\ / 'K \\ ~(~ ""' \\ MONTGOMERY \\-.... COUNTY CHESTER COUNTY I / DELAWARE COUNTY (L-- 1 PENNSYLVANIA I SCHUYLKIL~ L____ _____ R_IV-ERBAS--IN---- BUCKS COUNTY LOCATION MAP LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYKILL RIVER BASIN WATER USE FIGURE 2.4-2 I
PA-424 PA-423 INDIAN RUN AUBURN-------..,. KERNSVILLE PA - 4 78 ____________ _......., __ BLUE MARSH ___ FELIX PA-422A .~--- PA - 422 .---- STILL CREEK TAMAQUA-I TAMAQUA -2 ONTELAUNEE BERNHART GREEN HILLS --------...~ KEY Storage dam Run - of-river dam w Dam considered in seismic study v Future dam Adopted from Bull.4, Dpt. of Forest 8 Waters (Dpt. of Environmental Resources) Commonwea Ith d PA. LIMERICK G.S.---'"* 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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NBOOO 220 KV SWITCHYARO N6500 ~I LEGEND: --- Runoff <Mvide line 2?0~ FOi' *ddiUonal aymbob Sff Fk;), 2.4-.t NOTE: I /-*-****--------------------**-- -- i j ~ *"' / ~ --, /
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AD~. d M.HIOT ~J.1HSC>7 Max. E.G.L.* 262.7 ~ El259.1 ~ DETAIL 3 Ignored Flow Area (typ.) 263.0 / EL ~62. .--L--""" l---920*---l SECTION E-E' 0 40 80 ~22:0 ti 261.0 d 260.0 cri ~ 259.0 258.0 Expandf!d Vertical Scale HORIZONTAL SCALE IN FEET DISTORTED SCALE V *!OH / 1.---"" / / 0 100 200 300 400 500 600 700 800 RATING CURVE - SECTION E-E' I-Q* 620 cfs FLOW (cfs) Collection Point C P-I.§:. Vicinity Normal depth for Q* 620cfs
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w w z 0 <{ w w 260.00 255.00 250.00 245.00 240.00 236.00 0 I') * + Cll o"? -,... U(lj a.: w '6' % Culvert assumed blocked ( typ.) ~ CP 2 Q) IO 0 t-.., ~q 0.... 0...... Cll UCll 0 ..J IL LoJ ..J l.oJ SECTION A -A' Max. W.S. EL. 245.5 Q
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HORIZONTAL SCALE IN FEET DISTORTED SCALE: V* SH Road El 256.0 (crown) Road Spray Pond Emergency Spi 1 lway Max. PMF W.S. El 253.0~ El 252.0 Normal W.S. El.251.0 SECTION 8-8 1 SPRAY POND EMERGENCY (From Fig. 2.4-5) SPILLWAY f-w w 265.00 .... 260.00 z 0 f- <{ w 255 00 w 250.00 f Abandoned Road I Embankment 0
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Cooling Tower Unit 2 not shown I f Sym. Max. PMF W.S. I r SECTION 81 - 81' Max. El. 262.7 I f Road I 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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- 1. THESE BLOCKS EXTEND FURTHER TOWARD NORTHEAST, BUT NOT SHOWN ON THIS DRAWING.
SITE PLAN FLOODING CONTROL AREAS LIMERICK GENERATING STATION EXELON NUCLEAR APPROVED SHEET NUMBER SHT.3 1 H G F: E: D c s* A* REV 6 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
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<I: U/1 DIESEL BLDG QI Q' (SJ ! ~I w* ' U/2 DIESEL BLOG 8 0 5 Q Q N ~ w I HP i LISTER AREA I GML BLDG 4 0 z <I: Q Q ~ ~ w 0 1230 60 1183 60 1133 0 ~~--------l-----'-'l---'-"l---+ll:_:__-_L__~~----1..-li':l:::¢r~ LGS WARE DUSE BUILDING Q ISl Ul ~ w 3 90 113 0 - +- - - - _1_44 --- - -- - v () ISl ISl co ~ w TABLE OF ADDITIONS & CHANGES USE ONLY PRINTS SHOWTNG LATEST rJATE ISi IS) ISl LO LiJ NOTES: Q Q N lD w
- 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. ~ ~ a 2 1
10,000 300 2!SO 200 c -~ c a; E I SO ~..: 't IL 140
- I
~ 130 0 ~ 120 I 10 10,000 100,000 I I I I I I I I I ~ _/ ~ ~ ~ ~ I I I I I I I I 100,000 o From backwater study 0 From friction - slope - discharge relation ( Fig.2.4-13) I Discharge - cfs 1,000,000 I I I I I I 111111111 300 2SO ~ r.v J.:..r - 200 .r.( ~,, ~ ~ I SO I 140 130 120 I I I I I I I I I I 1 I II 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 (FORMERLY FORESTS AND WATERS)
- 2.
- (i).- INDICATES STREAM GAGING*
STATION; SEE TABLE 2.4-9 CARBON COUNTY LEHIGH COUNTY SITE " I \\ ) I c' / ( I I ' 'K '~-:),, BUCKS (" "" \\ MONTGOMERY \\.......,._ "" COUNTY CHESTER COUNTY /'~ ELA WARE COUNTY SC ALE IN Ml LES 0 5 10 I 5 - - - ~~SYL\\,A~IA \\ I SCHUYLKILL
- Jlllt... [
L:~R BASIN:- ~ COUNTY LOCATION MAP LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER BASIN FIGURE. 2.4-8
130 I'-/ \\ / ~ v ~ I - FROM FIG. 2*4-7 /\\ ~~I ~~---~ rv 10 15 20 25 30 35 40 50 55 60 1000'SOf FT. FROM SANATOGA NOTES' I PROFILE FROM SURVEY DATA TAKEN BY SANDERS ANO THOMAS, INC, THEIR DRAWING I OF I DATED 7/17/72, PROJECT NUMBER 3208.
- 2. ALL READINGS TAKEN ON EAST SIDE OF SCHUYLKILL RIVER.
- 3. ALL RAW DATA SHOWN. NO ATTEMPT MADE TO ADJUST FOR POSSIBLE HUMAN ERROR IN LOCATING HIGH WATER MARKS.
(TOP OF OIL DEPOSIT WHERE VISIBLE) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SCHUYLKILL RIVER HIGH WATER PROFILE FLOOD OF JUNE 22, 1972 FIGURE 2.4-9
0 0 ~ 0 It) 0 ~ 0 rf') 0 U) N a:: ~ a:: l&J co I- ~ z - IC) I\\ l&J 0 v z \\ l&J a:: rf') a:: \\
- l 0
l&J \\ a: N \\ IC) I\\ 0 0 0 0 0 0 0 0 0 0 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
z 0 fi. APPROX. PLANT SITE U.C. SANATOGA BR. 356,000 C.F.S. 200,000 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. >~ ~ ~ 140 t-------1~------f-----+----------+------+---t 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=======t========:f:~=:::~=:~::::~:::=:=:~ Cl).,.: I&.. a: l&J ti ~ 21,000 C.F.S. 100~.~:L:!~.~~~~.~~~~+/-~~~~~.~~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 4.0 s.o 6.0 10.0 I ~ / / 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 Dam
- VFWSD = 317. 5 38 36 34 32 30 28 26 24 River miles upstream of Limerick RIVER PROFILE SCHEMATIC 22 51!!!!i;;;;;;;;l!!!!!!ll;;;;Ol!!!!!!Oi;;;;;,iiiiiiiiiiiiiiiiiii!!!!!!!!!!!!!!!!!!!!!!!!~l5;;0iiiiiiiiiiiiiiiiiiiiilii!5 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!i2!&0iiiiiiiiiiiiiiiiiiiiii25 MILES CONTOUR INTERVAL 100 FEET DATUM IS MEAN SEA LEVEL LOCATION MAP-FEATURES OF DAM FAILURE STUDY 20 Ontelaunee Dam
- J FWSD = 304. 2 Maiden Creek Dam V FWSD= 397.5 400 300
+- cu cu LL.. I z Q Plant grade El. 216.5}_ ~ UJ ....J 18 16 100 0 14 12 10 Birdsboro Section 0 1000 3000 5000 7000 8 Standard Proiect Flood 250,000 cfs 6 4 2 216.5 PLANT GRADE 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.
~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
P-1 ZN1---L-------+--!rft--+---+--t-----]l~~~~-r----r §N ~U-___µ~~--+---~------r 1973 1974 1975 1976 I :I P-21 I I -J11r~+---+-------i-I ~ I::, s~~--i-----t-----:-r-- ~~ j'\\----J-if~--tr-=-r---~r-- HYDlltOQlll:APH or M:LL P-1 Zn QN f-d > \\ ~ ~~ 1973 ~/\\ \\/\\j I 9 74 M 1g75 I 9 76 I 9 77 ~~\\ rl ~ _/ ~ ~' I \\ /' 1-J I I I 9 75 I 9 79 I 980 I ,_973--97-4 --------~ A At1 A 1 /~\\ / \\; J ~ \\/ v ~ v v I I 98 I l 9b2 I 983 I 984 I-I I P-3 ~L r\\1\\l 1~r A ~ T 985 I 986 981 1988 H\\'1111 OllllAPH or IELL P-l NOTES: For loc9tions of ~mtion wls, - . **Fiture 2.4-11"
- 2. T-ponry Miit P1, P2 Ind P4-. destroyed during conatruction.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS (SPRAY POND AREA) (SHEET 1 OF 3) FIGURE 2.4-18
I P-9': L--~, I I i ,-*--+------+- -* -*-----__ j_ __ - I - I
- ----*-----*--------*-.~--*-**------ --*--*--*---* --*--- --* ---~- -----
~-------~--------* -~-*----- ~~- *-------- P-1711 -*---+--**------+-- -1 ! I +-------+ l I '---*--*-*----*---*-***-""-"----~~-- -----~--~ ---**------ -~- -- ----
- 1. fOf' loc:etions of oi-wtion...... -
- fifuni2.4-15"
- 2. ~
""'Sl"*20 llld SP-21 dntroyed during ~;s.-21,...-byl'I
+------------1 J, OltlllVATIOH Will WAI A*~MtOlllll.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS (SPRAY POND AREA) (&MEET 2 OF 3) FIGURE 2.4*18
6:"tt1+--..-+-~+-+----++-+---+-t-+---bo<;t+--+----+-t---~ I-< P-11 ~__.4-1--+---+-+-~----+---+---+-f----t-----+----~+--------+-----+---------j------j 1 979 1 980 I 98 1 1982 1983 1984 I 985 19 86 198 7 1988 HYOROQRAPH Of ELL P-11 6~1"'---------9-----c---c~'---'--_._~------'"<->""'+-_.._.__-f==-'=a...~~"'--"-------P-~-r+V-~d"""""'---".+l--\\-c---+---, ~4----+------1------t------+-----+----+ I 980 I 982 1983 1984 I 985 I 986 I 98 7 1988 HYDROQRAPH Of Ell P-12 P-14 5~+---~=--t-----+--.---!------+---+-------l----+-----1------+-----H <( ~ +---------+-- 1979 1980 1981 1982 1983 19 84 1985 I 986 1987 1988 B~++*----+--<-+--++----+---.-++-+t--+<.-+--jr~ I- <{ P-16 d~+-11+-+++----++-+------+-+--t+---r-Hr---+t+-i\\--+t----+--+--t+---+----+------t----+------+----+---1 9 79 1980 I 98 1 I 98 2 I ~Bj I Y84 I I I '~sl I I -~ ---- j I A I A I ~ I .!""\\ ~\\r ,............ l,,, ~ ""'"'-) VT\\j T I t I I I I I I 979 1980 1981 I 9 82 I 9b3 P-13 t ~~~--t+l-l't---+-H-t-+-----t----+------+---+--+--------+-1 ~ i ~+!rrn"TTTrrrrh-r"TTTrn-rrrl"TTTrn-rrn-rhrn-rrn-rTTf-rrrm-rTTn+rrn-rTTTITr+m' 1979 1980 19 81 I 982 1983 1984 I I I 985 I 1986 I 9 8 7 I 988 HYDftOGllAPH or.:LL P-15 ~
- 1. For locations of wells. -
Fiture 2.4-16
- 2. Note c:ompr-i vertic:el _. of hydrotnphl of 1'11. 1'1hnd 1'14.
- 3. W* 1'13 mnd 1'16......... duri111 on'90inl COllltnlc:tion..i.........
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT HYDROGRAPHS OF OBSERVATION WELLS (POWER BLOCK AREA) (StliET S OF!) FIGURE 2.4-11
200 ~ ILi UJ 190 LL (/) _J _J ILi 180 ~ z 0 ~ 170 a:: w (/) ID 160 0 z 0::: ILi 150 ~ ~ LL 0 140 z 0 ~ <X > 130 w _J w 120 4.0 (/) w ~ u 3.0 ~.. z 0 ~ 2.0 <X ~ a.. -u 1.0 w a:: a.. 0.0 I I I l I ~--* _,..*"\\. I
- 1
\\ I I
- '-.J r*~
--*-* 1 I
- I r*.........,*
~ -,.1 I I \\ 1--*--* I *..._*-...... I
- --r I
...__*-*t--*- p II I I ____ _......--+----------1 I .-. I I /'.... "1\\.... ,/..... I I I --.. ------i---------* P 14 I '\\/' I I I I I I I .. ~...._I II I / t** 1
- 1 I :'.......
I /... I I
- -...... -.i.
- I I...
I.* /_ I ! I I p*1s p 13 I I I I I I /A-.. -------~-------i------r-----+------ p 15 ~, I I I I I /'** I I 1
- -**-**~**-**-.. ~
- -**-P 12 I
I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 10 20 JULY 1979 NOTES:
- f. 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) (.!:) <( 0..... >-a: <( ci - z <( z~ c 0 00 0 a: C'> en ca c U) ~ a: w Q) ca ..c al Q) ~ ca C'> Q)
- J w
3: ca C'> ii. Cl. 0 z
- J z
.::,t, ~ LO, -~ ~ .... al en E*-
- .J U)
(.!:) <( 0 M en w z M N ON 0 co M 0 O> O> co en Lt) en ~ en M 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.... ~--....... ~--~~--.~~--~~--~~---~~ ...... ~~--~--~~-- 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--------------~------------~~--~----~--~~--~-- o 2000 4000 6000 8000 10000 DISTANCE (FT.) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT CROSS-SECTION OF SCHUYLKILL RIVER AT LIMERICK (LOOKING UPSTREAM) FIGURE 2.4-22
- 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
40~- V!RG1N.A
- ~;;f,,~Y.ri
- : CAROUNA rf.1
~( gf/' ...::i~~ !// z; \\~.' //F lJ1> 'J;;~3 4.~o
REFERENCE:
N M d JohlllOll, O.W., 1946
- Fenneman,
- . *.'.an of the Unit.cl States; Physi09raplc DiYlllOlll o c U.S. Geol09icol Surwy, Washington, Scale 1: 7.000.000 0
10 20 30 40 ~ 60 SCALE IN MILES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PHYSIOGRAPH.IC DIVISIGNS FIGURE 2-1-t
0 10 15 II I " f II [ N C [: THll IWI" W.AS ""[".AllL!:D "llOM "OllT IONS 0" THI: "0LLOWI NI U*l*l*I* TO.. OClllA"HIC Mo'l"l:WILMINITON1 D!L*-N*J*-"A*'"MO*, 1966,ANO NE:WAllK 1964. HOLOtlY ADA"T!:D IN "AllT i<llOM ~ "[NN* 111!'.0L. SUf!VfY lfOLCMllC.AL M.A.. O" "L!:NNo
- 19EQ, STATUE MILES NOTE:
PRESENTED IN PSAR AS FIGURE 2.5.8; PREPARED BY DAMES AND MOORE. KEY EXPLANATION DESCRIPTION CRETACEOUS: UNCONSOLIDATED SANOS ANO CLAYS TRIASSIC: DIABASE SILLS AND Dll<ES TRIASSIC: LOCKATONG LITHOFACIES; ARGILLITE AND SHALE TRIASSIC: HAMMER CREEK LITHOFACIES ANO BORDER CONGLOMERATES TRIASSIC: BRUNSWICK LITHOFACIES;Sll TSTONE, SHALE ANO SANDSTONES TRIASSIC: STOCKTON FORMATION;SANOSTONES AND SHALE ORDOVICIAN: LIMESTONES. DOLOMITES, SHALES CAMBRIAN: OUARTZITES,PHYUITES AND CARBONATES PROBABLE LOWER PALEOZOIC: SCHISTS, GNEISS AND GRANITE PRECAMBRIAN: GRANITE GNEISS, DRANODIORITE QUARTZ MONZONITE AND GA88ROIC ROCKS .!iJ.-- FAUL TS CHALFONT FURLONG IFLEMINGTONJ © NORTH BORDER HUNTINGDON VALLEY--<:REAM \\/ALLEY ROSEMONT LIME VILLE BRANDYWINE.MANOR .,JlJ,-DIKES 8i SILLS ELVERSON Q) DOWNINGTOWN DIKE HAYCOCK Sill © ROCK Hill Sill 8 ZIEGLEll Sill ST. 'ETEllS Sill LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL GEOLOGY FIGURE 1.1-2
c ] c *c; c
- I c
0 c
- I c
- I 0
0 NW 0::
- I
\\; Cll c c
- I Q::
~ 0 ~ \\; 0 0::
- I
- I c
~ c Cl 0 0 ~ .c Cll .c -c: a 0 ~ c 0 iii '..J
- I FEET 2
2000 0 - 2000 - 4000 - 1000 - 1000 -10000 -12000 -14000 -11000 -11000 ~ ... = ~ 0.. ~ ~ ~ 0:: ~ G D.. ~ ~ Cl ~ \\) ~ \\; ti ~ ~ ~ t ~ .. *~ ~ ti ~ ~- Cl
- ~
~ 0 ~ Cl ~ LLI ~ li) \\) ~ c c .E -~ ~ \\.) -~ ~ 0 ... c ti c ~ = 5 ~ ~
- I ti.
0 ~ -~ g t:l ::I
- I
~ ~ \\; ~ 2 ti '1:1 \\; ':i: E e- ~ ~ ~ l c Cl 0 ti u t ~ .c lit * '..J 'i Cl c:i \\0 (I) <i)(I)
- i
....... G }.... : \\) c: t:l ~ ti ~ II.I c z
- I
- J 0
~
- I
- c
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- I 0 *
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- E
(.) 0 N 0 UJ _J Cl fl. I I ~ ~ ~ Dck 0110 Ooh Skw Sc St I ~ rm*tl a: ~ n l'EET 2000 ~~~~~~~~~~~;;~:::!!~J":~r=~--:~~....,i3~~~~::-:;~;?~==~~~~~~~~~~~~~~~~~~~~::1~~~~::f==f~~~g.i~~~~~~~~~"~~~~~~~~~~~~~~~~~~~~~~~:-;.:--rr~-100~ [ - 4000 - 1000 - 1000 -10000 -12000 -14000 -11000 L-~~~~~......:::.._..:::...~~.....:::::::....~~~..::::::"-~~~--'-~.LI....LJ:._i..u_L.L~~~~~~--"-~~~~...L_l.l__J_JJ_~~...L_!..___~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_;::~...;c:.~.... _J:.._~_._--l..._~~~~~~~~~~~~.r-11000 REGIONAL GEOLOGIC SECTION -ANTHRACITE REGION TO SOUTHEASTERN PIEDMONT No vertical exaggeration NOTES: I. Redrafted from the G1olo9ic Map of P1nn1ylvonio, 1960.
- 2. Section *ut1nds from approximot1IJ Sunbury, Pennsylvania to about II miln Southw11t of W11t Ch11t1r, Pennsylvania, pouin9 within 22 rnilH of the Limerick 1it1 throu9h 91olo9icolly similar terrain.
0 EXPLANATION ~: Jid diabase dfkes and sills,ltg Gettysillu"J =t:n (Brunswick equivalent), ~qc quartz ~le congl.-rate.~n New Oxford fonnat1on (Stockton equ1valent). mNSYI.~:*IFl)ppost-Pottsville fon1111cions; f>p Pottsvi 11 e group - sandstone and conglOlll.!rate with coal. -MtSslssiPPfAN:Mmc Mauch Chunck fonnat1on - shllle and sandstone;Mp Pocono group - conglG111erate and sandstone. DEV!llilAN: O'ck Catsk111 fonnat1on, red sandstoMs and sha1es;DrnPlar1ne gray to brown shales, gray-wackes, and sandstones ;Oho Hamil ton group, u"- d1fferent1ated;0oh Oriskany and Helderberg fonnat1ons, und1fferent1ated. ~~~~~~~~.k':r~m~~;e~~~~i:~S:~1~~~~u~~d llcKenzie fonnat1ons, und1fferent1ated;Sc Cl1nton group;St Tuscarora fonnation. ORC~iv-ICIAN: Central Pennsylvania -Or Reedsville fonnation,Ucl Curtin fonnat1on,Ob Beekman~ group; Great Valley -OrnPlart1nsburg fonnation, ~:'~~~!~~o a~~~~~~~~. f~::~~~!; f~=~* - m~~~ ~;: i~~~~=~t: ~~~~c~n:~~f;=~;==~ town fonnations,£* 5nitz Creek and Buffalo Spri"'s fonnat1ons;£1 Elbrook fon1111t1on;£1v Leithsville fonnat1on, und1fferent1ated;£1 Ledger fo1W1Uon, tk K1nzers fon1111t1on,£v Vintage fon1111t1on,(e~ Antietain and Harpers fonnations ;£doChicki*s fonnat1on. PROBABLY LOWER PALEOZOIC:Xpt peg111atite;X11C l'eter'$ Creek schfst;Xwc Wfssahlckon fonnation. 1lbite-chlor1te schist;Xw W1ssah1ckon fonnat1on, 011.,- clase-mica schist;Xc Cockeysville 1111rble; X141 Setters fonnation. PRECAltlRIAN: PC undifferentiated; 1 gabbroic gneiss and g166ro; td granodiorite; 11 graphit1c gneiss, gn gran1 te gne1 ss. FAuLT, arrow indicates relative lllllve.ent GEOLOGIC CONTACT DIKES, peg1111tite or diabue, as indicated z 3 SCALE IN MILES LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT REGIONAL GEOLOGfC SECTION FIGURE~
ERA PERIOD FORMATION/ROCK TYPE THICKNESS IN FEET OUTCROP LOCATION CENO-RECENT AND RIVER ALLUVIUM ZOIC QUATERNARY A/t.:J TERRACE.DEPOSITS CRETACEOUS SAND, SILT AND CLAY TRIASSIC L.OCKATONG HAMYER CREEK 0-20 0 TO OVER IOOO 500<rl5,000 ALL AREAS COASTAL PLAIN TRIASSIC LONLANDS STOCKTON FORMATION 3000 PERMIAN PENNSYLVANIAN MISSISSIPPIAN ~VQNIAN SILURIAN ORCXMCIAN NQIE: CYCLIC DEPOSITS OF SHALE, CLAY, COl\\L LIMESTONE 8 ~ POTTSVILLE GROUP SANDSTONE a caG.OMERATE CO'JGLOMERATE, SHALE, SANDSTONE AND SOtlE LIMESTONE SHALE N¥J SAM)STO'JE WITH OOME LIME STONE Da..oMrrE, LIMESTONE SANOOTONE, SHALE AND CONGL.OtlERATE CO'JESTOGA AND BEEKMANTOllN LIMESTONE COM:>COHEAGUE AND ELLBROOK LIMESTONE QUARTZITE, PHYLLITE AND DOLOMITE GlENARM WISSAHICKON SERIES SCHIST a GNEISS BALTMORE GNEISS PICKER ING GNEISS FRAM<LIN MARBLE Modified from Figure 2.5. 14 of the Limerick Generating Station PSAR, using data from the Geologic Map of Pennsylvania, 1960 edition. 3000 1400 1900 TO 4100 GREATER THAN 9000 UNKNOWN VALLEY AND RIDGE PIEDMONT UPLAND AND GREAT VALLEY GREAT VALLEY AND Pl EDMONT UPLAND PIEDMONT UPLAND READING PRONG PIEDMONT UPLAND READING PRONG AND PIEDMONT lPLAND 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
C5 c
- IJ m
°' * --,~** ~ "'-1... _... f ~ /* ..21 c: "'D 0 ~ m 0 ~~ -:.~~~ I
- 1!'
- ~ '
'l...,/. /..*. GEOLOGIC MAP OF THE LIMERICK-POTTS,.OWN AREA 0 2000 6000 10.000 SCALE IN FEET
REFERENCES:
THIS MAP WAS PREPARED FROM PORTIONS OF U.S.G.S. QUADRANGLES; 80YERTOWN, PA., DATED 1968; POTTSTOWN. PA_, DATED 1968; SASSAMANSVILLE,PA., DATED 1968, AND PHOENIXVILLE, PA., DATED 1968.. CHESTER COUNTY PLANNING COMMISSION, 1973, CHESTER COUNTY GEOLOGY, CHESTER COU... TY PRINTING DEPARTMENT-. LONGWILL, S. AND WOOD, M., 1965, GROUNDWATER RESOURCES BERll.S COUNTY. PENNSYLVANIA,PA. COMMONWEALTH OF PENNSYLVANIA DEPT_ OF INTERNAL AFFAIRS; GROUND WATER REPORT W22,59P. NOTE: THIS MAP PREPARED BY DAMEI ANO MOORE AS PLATE 2.2-1 IN THE 117'4LIMlfUCI<. GENERATING STATION G&OLOGIC fH!f'OAT. mmmn 1Wla. '--'*.... - ,_,ttun....a: .. *:--.-~*c- _,G.,MtH ~,....
j, so* 79° 74° 73° 72° 43° so* 79* 77* 76° 75* 74* 73* 72° 71° 70° 69° 43° 40° 39° 38° 37°
-----+Lt...
71° 70°
REFERENCE:
American Geophysical Union, 1964, BQU9Uel" Gravity Anomotr Map of the United Stat11, U.S. Geolo9ical Survey, Wa1hin9ton, D.C. Scale 1:2,500,000. 0 100 1~0 SCALE IN MILES CONTOUR INTERVAL IOMILLIGALS LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT BOUGUER GRAVITY ANOMALY W. FIGURE a.1
i5 c:
- D m... t
. i.
- 1
.,_...,..__:.it>,\\\\ r-m _:D 3:0 m~
- XJ >
-e> Oz ~m "1:1 -4 o- -4 (") cnZ -4.... om
- E~
z- ~ c: "a c !j m c
- ;... i AEROMAGNETIC
REFERENCE:
THIS MAP WAS PREPARED FROM PORTIONS OF THE FOLLOWING: BASE MAP U.S.G.S. 7.5 SERIES, llOYERTOMI, SASSAMANVILLE, POTTSTOWN AND l'HOENIXVILLE OUADftANGLEI (1-CULTURAL REV*K>N). AE~TIC llllAP COMPILED BY Lii.a RE~EI INC. FLOMI 1114 BY GRUMMAN ECOSYITE*, C<>f'P. \\; .-.. ~ 0 2 2 SCALE IN MILES INTENSITY OF THE LIMERICK - POTTSTOWN REGION TOTAL MAGNETIC INTENSITY CONTOUR= 10 GAMMA IN-s:ERVAL NOTE: THIS MAP l"REPARED BY DAMES AND MOORE AS PLATE 1.2*1 IN THE *4 LIMERICk GENERATING STATION GEOLOGIC REP'OAT. ..., (1*1-,.. Fllll hl.. I)
\\ { { I
- v/
E L. H lJ '( L. E4000 z ~ ~ I IQTQ: For tocatien of flGPflrsical turve,s ....,....,. 2.5 -21. 2. For............ of borl.. s, s* Fiture 2. 5-22.
- 3. Geolotlc sections A -A and 1-1 are shown on Fieu'" 2.5-10 2.~..:..11.
BH-30 (' z 5 C.-... *-*
- ,~-4* *M-2
[JOO() 0 0 EXPLANATION Exptoatoty borift91 in which 1GmsHe* were taken. Exploratarybori,.. corwerted to ground water oDHrvatlon welts. Auter holft Auter holft In wltictt..el pet "'IOrftlt* '""..,.. c~. Exploratory holes in whtd'I 4-inch dlarnetw ccn IGmpln where taMn. + THt wells 0 THt pits -2~0- Contours on orittnol ground surface ~ contow inlllnal IO fHt -140- C:...W. on,., ti,. *. Ele¥Gtion of '°' ti rock from '°II of llori"ll. LJ GeolOfic section. 8 I
- e z
ICALI IN 'HT LIMERICK GENERATING STATION UNITS 1AND2 'T UPDATED FINAL SAFETY ANALYSIS REPORT TOP OF ROCK CONTOURS FIGURE 2 ** t
NORTH COOLING TOWERS I-0 0 C\\I CX) z ~ 250 z z 200 0 <[ Lo.I ..J 150 Lo.I SPRAY PONO Borino P-1 Boring SP-22 Boring Borino A-25 projected 80'W) ( projected 80' W l 0 0 0 I"- z OricJinal ground Normal pool El. 2~1' El. 2,.1----1 ___ - --- I I El.~ --- ---- '.j'. ~: * .. ~'.; :_ ~~ ;::~. ;:_*:::*~ ;*f 0,}f 0-=.j/ ~ :=. >S>FiZ)i. UFi" ~fJ/jI/i,i~Pj'f/l &. j f < 1 I. f::.* ::J:il: f~1~Y.5 [;,~~}.
- * - _:. :-. - *: :-. *- * *_:. 7°BRUNSWi'CI< AND 0LOCKA1'tiNG LITl-IOFACIES' interllle~: -. *. ** :"" -
- * :-. *_:. *
- Beddino dips northward 10* to ie*, * * * "."'". * * "."'".:..: * -
. :: siltstone with interblddld eandttoneond thole.'-
- _:. ** '.- * : *_:. :-.. - _:. *. :. -. Brunswicll cOMistl of,.cklish-brown _liltston! 1
- -. '.- * * "'."". : with. minor 1~~1 varia.t~n1 fro"! !J9 to 20:::. * * :: :._:. * :- contects ere COllllHftly 1r*d*tieMI
-*-**..* -:,_:.** -* sondstone,ond shale; Locllatong con11sts of DIOCll*--****-*. -**-.-**-.* -**. -**::. ** -*:_.. -:,.... -*.-**--**-*'..-**.-**- *. -**.-**.-*** ** -*.** - . ~i 1:_.0}&. ~x
- r%~
- %
5.~'i,*:];:~Jt'j_**Si f;. ::-:£\\5.Y~ :ir;, > l ~ p ~(/Y.ID":_:_:::}c:f(;EX:f JJZ<~ ~i::j.:y~*:< :::C:: i*~ i' SECTION A-A (ALONG E3920 LOOKING EAST) CIRCULATING WATER PUMPHOUSE B I 250 200 150 Boring 238 ( projected eo'w) UNIT I TURBINE ENCLOSURE UNIT I SOUTH Boring 110 (Projected 120'E l 0 50 100 150 ~!!!!!!!!!!!!!liiiiiiiiiiiiil!!!!!!!!!!!!!!!!!!!!!! SCALE IN FEET Boring 276 (Projected 45'E) REACTOR ENCLOSURE DIESEL GENERATOR ENCLOSURE Boring 9 0 0 co U") z 250 200 150 100 50 0 I-Lo.I Lo.I z z 2 I- <[ Lo.I ..J Lo.I I-Lo.I Lo.I lJ._ z z 0 I- <[ Lo.I ..J w ~: For location of Section, see Figures 2. 5 - 9 and 2. 5 - 13.
- 2. for Logs of Bori nos, see FiCJure 2.5 - 22
- 3. Section B-8 ii shown on Figure 2.5-11.
- 4. Boring locations projected to section along strike of bedding ( N 75* E ).
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SEC'AQN FIGURE* Ute
WEST &&.I LaJ LL z 150 z 0 -' &&.I .J &&J El.211t FILL 0 c Lo 0 m ft) 0.E Al.. 0 c *- A SECTION B-B (Along N6000 Looking North) EAST 150 z 0 ~ &&.I ..J I 00 w 0 NOTES: I. For location of sections 111 FiQur1 2.5-13.
- 2. For IOQI of borings, 111 FiQure 2.5-22.
- 3. Section A -A is shown on Figure 2.5 -10.
100 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC SECTION
ERA PERIOD FORMATION BRUNSWICK LITHOFACIES LOCKATONG LITHOFACIES i TAI ASS IC 2 HAMMER CREEK LITHOFACIES STOCKTON FO.. MATION CONESTOGA DRCX>VICIA-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 LlfuATtON OF E~~£.\\. 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 dmy end,,,.. "~ o1on11 clay...,,, pat-"' boOOing. Iii Ill Iii Ill Wol dlfined zono al_, 8'**1, llMply dipping joinlll within* zone llboul 6 to 8 ft.-; ~olong-joinla F.-ZanoB-2to10inchooolclayond~n:ici<.-~~ IPll*lll*Olntwll..--n:D. Sl'Ollla., 10-111~-- Sllq,-joinl. z o n o 1 1 4 1 o 2 i n c h o o ~ o c l l n i c i ---m-1.Zanoll-.no_.. _ _.nd. F.-zonoup.,4--.~n:ici<-,jolnlod.0119"131o4inchoo ---.Zanoll-.no_.. _ _,nd_ V-llopo-lnn:ici<lllPllOlnll11o3ocll,do'91' 1121o1 lnClllNCk~plono -lnllolllndldo'91'-.~-alclay-Na.2.)-
br2.,4.... al1Wdoompollnlrock.
8 7 ~ ~ UNIT NO 1-Turbi"' Enclosu,.. ~if I@ ~-......... @/~/ 16 Dl£Sl:L 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
fltGU,.E 13A. Fr*ctur* Zone A *t Mh *nd N lin" Looking down on th* zone. SW 11 to the left of th* photo. The P*lnt outlln" th* er* to be exc*v*ted for dent*I tre*tment. Note th* numerou1 throu8h1oing Jolnt1 *t *n *cute *nel* to the fr*cture zone. P:IGURE 138 - Fr*cture Zone A *t Mh *nd N lln" Looking NE Into the ctentel exc*v*tlon, lmmedlllt*IV prior plKlng concrne In It. FIGURE 13C
- Fr*cture Zone A *t Mh *nd N lln*1 Looking SW *long 1trlk* a1 dental concrete i1 being pl*ced in th* zone.
FIGURE 130
- Fr*cture Zone B *t D line Looking SW *long th* zon* *ft*r dent*I excev*tlon Into It. P*lnt In upper left corner of photo muk th* "D" llne, Th* ec*I* In th* zone i1 6 Inch.. long. Not* th* numerou1 Jolnt1 P*rall*I to th* zone.
Th* zone h*r* conulned a m*xlmum of 2 Inch** of clayey mat*rl*I end decompoMd rock. FIGURE 13E - Frectur* Zon* B *t Column line 31.9 Looking SW *t zone. Cl*v *nd decompoMd rock *r* *bout 10 Inch" wide her*. Th* P*lnt In the center of the photo mark1 column lln* 31.9. P:IGURE 13F - Frecture Zone B 1t Column Footing F-31.SI Looking SW *long th* ltrlk* of th* zone. Thl1 uu wH covered with concrete before It wH tr.. ted, thu1 d*nt*I exc*v*tlon wH c*rrled through th* concrete *nd Into th* zone below It. Th* fr*ctur* zona h*r* contained up to 10 Inch" of clay and eoft weathered rock. Scala In th* bottom of th* exc*v*tlon 11 6 Inch** long. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SUPPLEMENTAL PHOTOGRAPHS A THRU FI GEOLOGIC MAP OF POWER BLOCK EXCAVATION SHEET2 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
D YORK MARYLAND 76° I WILKES-BARRE BETHLEHE <D ALLENT~ PENN SYLVAN I: tJBANON
- WILMINGTON
--r ' \\ I \\
- DELAWARE
\\ 0 Delo wore 76° I DOVER \\ Boy \\ 75° I 0 NEWARKD NEW JERSEY 41° EXPLANATION ©2.1 Intensity uncertain. Number, represents magnitude if given, Intensity m 0 Intensity DL Intensity J[ 0 Intensity E: Intensity E NOTE: An asterisk ( *) by a cluster of epicenters indicates that one or more have been displaced slightly for drafting convenience. Formal I ocations are reported for all earthquakes in Table 2.5-8. 0 25 Miles LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT EARTHQUAKE EPICENTERS WlrttlN 50 MILES OF SITE FIGURE 2.1-11
43*
- ~~:\\,~~:>TAU)
/t4-'**~:.:
- t1jl'
~--- ,' \\.. I I '\\ I, I I I I '"£!°-- Miles !';f./6 f ""'~:i,,' 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 2.1-11
60 50 40 CL.. )( Q) "O c ~ 30 = u ~ UJ 0 CL: 20 10 CL-MI. ML / 10 20 ~ / CH v / ~ v ~ / Iii"'" CL
- ....... /
- i ~*
MH o r OH
- ~7.
Y.:".~L or ~
- OL 30 40 50 60 70 80 90 100 Liquid Limit, LL LtMEtUCK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PLASTICITY CIMATOF......
~YPONDAREA FIGURE......,
~ 4 -+-~~~~+-~~~~+--~~~~f--~---,~....-.~~~~-4-~~~~---1 ~ I~ 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; ~ i i ll e I... u > u --~~~~--~~~--**~~~--W.t#-t--~~~~+-~~~---1*... 0 NOTE en en w a: I-C/)
2
..J u.... >~ uo z II CJ 0 c;; i= w <( c a: .. i 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 - 21.
- 2.
For graphic 1<>91 of bori~s, see Figure 2.5 - 22. 0 0 D EXPLANATION Exploratory borings in which samples were taken. Exploratory borinQs converted to ground water observation wetll. Auger halts Auger holes in which well permeameter tests were conducted. Exploratory holes in which 4-inc" diameter core samples whert tallln. Test wells Test pits -~-250-Contours on original ~ surface; contour interval 90,..,. 200 400 100 '°P '900 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SITE EXPLORATtON FIGURE l.t-:tt
¥..~~-~~---***** .............. ~-....... -*---**-........... ~-.} EXPLANATION 0 Snot point Hd for uphote velodty THt well u measurements. !Qll: perform.d -- r.-..-l#gl.....,.,. supet wi.. -' ion and hnicol direct tee ~ Damn and roe ar SCALI IN 'llT ---==~G;~ENNiEetR~A',TrlllNG STATION LIMERICK D 2 UNITS 1 ANANALYSIS REPORT UPDATED FINAL SAFETY IURYEYI GEOPHVllCAt. FIGURE 2.1*11
IJE~TH IN FE Er BORINB 1 JUll'M:I ILIWITIOll + 187. 4 I c::r $Yl#OU 0 *- - -~,....---------- 10~ IO 10 30 ML 8RUNS1';I ( K !>HALt:-1 NTfRflEOOfD ~ff)[) 1 ';~1- [<IHJWI, ro :;R.. y s IL TS TONE ANl* FI NE GRAINED Pt:Dl* I ~11-r.ROM*~ S.ANDSTONE SANDY !>IL r"T<JN( (Mullt HATFLY llAHD) RE DD I SH-!! ROWN SILTY SANOS TONr (MO Of RA TEL y HARD) REDDISH.BROWN SILTSTONE (HARD) (Mi'SSIVE) ________..... 11HOWN ro REQDISH-BROWN FINE rillAINED TO If O -~ri*=~==='l,,F~~~~~Ms~~~~~J~~E SNIDSTONf
- "H FEET = I GRP y I s11*rrnOWN FI Nf GRAINED TO MfO I l)M GR;. I rffD SANDSTONE f<f'DDISll-llHOWN I/EH\\' FINE GRAINED SANDY SIL TS TONE (MODE RATEL 'I' liARD)
GRi'Y I sH-llROWN \\/fRY FI NE ro FI NE GRi' I NED SANDS fOME FIORI NG COM~LE' TfO ON I 0-8-£9 CASI ri3 ro " Df PTH OF I QI 30Q*u;, HAMMEii @ 18 11 Fi'LL I'<~ i [ < LEVEL Q 5'? 1 011 I 'J-24-'1 BORIN<3 3 Mllll1'lltt:6 AIWITIOll + 190. 0 I 0 t:OUt!._T $Y--~CM.*6-.--------~--*-"*'/0.*------
- 6/511 II Rm SAND~ SIL r WI TH ROCK FRAGMEN s b6 II ML 70-IHHIN';w11
- 1< '.illALI -1.i 00 I 911""'1110WN Si'Nln
'.I L I :' ; 0111 W 1111 :;lti'L (' J> i'H 11 N<, S REDO I SH-8ROWN FI NE TO.MED I UM GRi' I NED Si'NOS TONE RED SHALEY SILTSTONE (wo1UM Hi'RO) "Uf<PL I SH.GRi'Y 'FI NE GRi'I NED Si'NDY SIL TS TONE (~1i'RO) RHJnlSH-f'IROWN TO Gf!i'Y, FINE Gl1i'INf0 Si'NOS TONE GRi'DING DLlllSH-IRi'Y RED FI NE GRi' I NED SANDY SIL TS TONE (HARO) llORING COMPLETED ON 10-'1-£9 CASI I.JG TO ;.. DEPTH Of I')' 140-L'l* HAl.'IJF<<@ ~0 11 FALL
- .:i ~nE~ 1 *J eoR 1 *.G o'~ I 0-24-Eg DEl'TH IN FEET BORINC3 2
~ ILIWITIOll +191.'5' aow COCJNT $Yl#OU 0 - --..-...... ~~~~'!!'-"'!!"'!'!"'!"!"'".... - 10 If O 60 IOO 110 130 llfO 160
- 1
~ H !'1!01'.N 1*INE.,hAIN[D SANDY SILT (F I RM) fEW THIN Si'NOY SILTSTONE Li'YERS BRUNSWICK SHALE-REDD I SH-BROWll SANDY SHALE WI TH SOME SIL TSTONf (HARD) Wt'A fHfR[D IN PART 'J REDDISH-BROWN SILTY FINE GRAll'EOSAND-STONE I NT£RBEDDED WI TH SHALE'!' SANDY SIL TS TON[ (Hi'RD) Rf OD I SH.GRAV FI NE GRAINED SANDSTONE (HARD) FRIABLE IN Pl\\RT FEW THIN SHALE SEllMS LIGHf GREEN FHJE GRAINED SllNDY SHllLE (MfD 1 l,;M HARD) REDD! 5H-Fl~OWN FINE GRl\\INED SANDY SIL r* STONE (Mf'DIUM HllRD TO Hl\\RDJ HEDDI SH-Rf.OWN FI NE TO M[DI UM GR/\\ I Nf'D SANOS fONF (VF:RY HAllD) Fflll\\BLE HEDDISH-Bf<DWN SLIGHTLY Sl\\NDY SILTSTONr --~ ..... --+._:-.._REDD I SH-BROWN FI NE GR/\\ I NED SllNDSTONf RED SANDY SIL TSTONE-SHALEY (vrnY HllRD) GRl\\DI NG SIL TY /\\NO SHALEY GRADING LESS SIL TY l"lRAOI NG SILT"Y BROWN MED I UM GRAINED SANOS TONE (VE RY HARD) LIMON! TE STAI NIN<~, FRACTURED GH,AQ I N.1 r'iPfE:N I SH-GRA'\\ lOAL LAM I NAE GRl\\D I ~JG BLUE I SH-GRl\\Y GRl\\D I NG REDD I SH.BROWN REDDISH-BROWN SILTSTONE (HARD TO VERY HARD) SHiil EY ZOtff BRDWNISH.rilll\\Y FINE GRAINED*SANDSTONE (~llRD) REDOI SH.GR/IV Fl NE GRiii NED VERY Sl\\NDY SILTSTONE, MAs's1vE°(VERY HARD) GRADl~G SHALE'!' IN Pl\\RT MULTl-rOLOllfD GREfN TO GRl\\VISli-PUHPLE I I NE <iHA I NED Sl\\NDS TONf (HllHD TO Vf RY HllRD) lli*Dll1511-fl><OWN SILTSTo~(vcRV HARll) l'lH\\JW,_.l'.ill-1>HllY SILTY Vl'RY >!Nf Gl<AINf D SANDSTONE (HllRO) R~DD I SH.GRAY SIL TS TONE (HllRD) liRl\\Y VERY FINE GRAINED SANDSTONE MASS I VE (VERY HARD) GRADING LIGHT llLUEISH-GRllY WITH FEW HllN SHl\\LE PARTINGS CLAY SEllM; liRl\\DING SILTY /\\ND GRl\\V IN C'O*.OR FINf TO MEDIUM GRl\\INED REDD I SH-BROWN SLIGHT~ Y SllNDY SIL TS TONE (HlllW) RORIN'l COMPLfTfD ON 10-tl-£9 '11s1 Nn TO /I llfPTH or I ') 1 1110-ui. 1111~11 91 ~" r11L1 llf/1111< LfVfL f:' 8'(~! ON 10*21!*('] DE~TH IN FE Er BORING 4 .....- ILIWITIOll *I BE.0 1 aow COCJNT.$YllllOL6 0 --* 64 IO 20 98% ML !IHUNSWICI< ~HALE-BRICK HED SILT*
- TONr MOl,ffli'TFLV rRM
- TUHED RFDOI sH-llllOWN FI Nf <;HAI NED SANDSTONE HEDDI ~.H-l'IHOWN FI NE GRi' I NED Si'NDV SIL TS TONE REDDISH-BROWN FINE GRi'INEO SILTY SANDSTONE (HARD)
Hf'Olll SH.BROWN SHi'LEY SIL TSTDNE (HARD) 60 -----* ------ BOR I Ml COMPL E:TEO ON I 0-9-(;9 Ci'SING TO A DEPTH OF IQI 140-LB* HAMMER@ 30 11, Fl\\LL DEPrH IN FEET IO 10 30 If O 60 100% WATER LEVEL @ 301 1 ON 10-24~9 BORING~ $Ulfll'lltC6 ILIWITIOll
- I ~. 8 1 fHDDISt1-BROwr; Si'ND\\'
.~(:ID CLAYFY SILT BR 1 CK Rt:D.(OECOMPOSF.:D) SIL TY SHALf' (HARD) GRADING WI TH ROCK FRl\\GMENTS GRAD I NG FI NE SAND BRUNSWICK SHl'.LE-REDDISH*!!ROWN SILTY SANDSTONE (Hi'RD) REDD I SH-BROWN 51L TV SH/\\LEY SIL TS TONE REDDISH-BROWN FINE GRAINED SIL TY SANDS TONE REDD! SH.BROWN SHALEV SILTSTONE REDDISH-!IROWN VERY FINE GRl\\INED 511...0Y SANOS TONE llOR Im ~OMPLr lf"D ON 10-9-Eg CllSIN<i TO 'A DFPTH OF 11 1 ~O()*ui. lli'MMfH *'1 lfl 11 FALL W/\\Tl'l1 LF-/f". t1J 'j0~ 1 ON 10*211-':'.' DE~TH IN FEET = I BORING 6 MJlll'M:E &I..,,. + 185. 4 I cr:r $Yl#OU 0 *-. ------........,...., r-1,!"'"\\'""';
- '!'!",, ~,-."'"!i'!"'!l1~'!'!"L --* ----
10 30 N 0 Tr Si l'lf<UIJ';WI CK SllALf-Hl 0 SIL ISTOlff (...ClDI 11i'!fL'f ll~HD) RlO f 11.L r;~l\\INED SllriDSTONE RED SILTSTONE SHi'L o' GRl\\Dl"I(; Sl\\NDY Rf DD I SH-GRAY TO G RI\\ Y f IN[ GR/\\ I NEO SI\\ ND STONE GRl\\D I NG COl\\RSfR GRAY, VERY FINF GRi'INED SANDSTONE REOOI SH.GRAY SIL TSTONf GRAY M/\\3S I '.'t FI 'Jf. GI</\\ I NED 91\\NOSTONI: GRl\\Dl!J~ MFDIUM TO COl\\RSE GRl\\IN(D I' RI; A**: D PDHOUS AED 51\\NDV SIL TS TONE WI TH SHllLE PARTINGS (HllRD) BORING COMPLEHD ON IQ-I~* o9 CASING TO i' DEPTH OF ')I 140-LB* Hl\\-R @ ~ 11 Fi'LL W/\\TfR LEVEL ~ 5() 1 ON IQ*24~g iHr FIGUl*f:~ llJ TliE COLIJMr. LABELLED 11 BLOW COUNT" '1NOICAT[ THI: tJUMBFr' OF BLOWS REQUI PED TO l'DVANCE EITHER THE OAIAES & MOORE SAMPLfR OR I STAl*JDM*O SPLIT SPOOr1 SAMPLER A DI SPNCE ~ ONE FOOT INTO THf UNDISTUR'ffD SOIL* Tiff o;MfS &:. MOORE S~MPLrn Is '~" o. D. i'NO 21" 1. D. lilE STll...OARO SPLIT SPOON SAMPLER IS 2 11 0. D. ANO I 3/8 11 I* 0. O>,TA RELATIVE TO THE ENERGY USfD TO ADV~NCE El THER SM#LER /\\RE IMDICATED AT THf BOTTOM OF ALL BORINGS DRILLED TO INVESTICli'TE IHE Ef<GINfEl<ING P~OPERTIES or* TllE SOIL* SOIL SAMPLES WERE DBTfll*JfD IN ;,LL B0111NGS r1UMBEHED l{Xj AND HIGHER USING A STllNDARO SF'L IT SPOON Sf*MPLf H ADVMfff 0 BY A 140-LB
- HAMMER Fi'LL I NG
~0 11 WHEN ROCK WAS CORED, TliE FIGUHF'S IN THE COLUMN LA!!ELLED 11 9LOW l0UIH 11 tr*IDIC"ff THf PCRCE~ITAGE OF ROCK llEt:OVERED IN THE CORING 1;u*. llWIU*HD TO Tiff RIGHT or TtlESE FIGURES !IY HEi'VY BLACK LINE* t.LfV,.TIOl'S RrrEH TO u.s.G.s. or,TUM. F-ltl LOCATIONS, SH FICiUIU 2.i*20. LO\\lS PR£PllflE D IY OllMES llND MOO Kl. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC L08I SHEET 1 OF37 FIGUREU.
BORINC9 7 .,.,,,, i Ill FEET ~ AIWITIOll +1913,q I <<Nllr..,,._, 0 ,.......... -~mlllll!~~---~~~~ )2/E" ti RF~~~~~l:~~~*~:R~~~~;/*NO s.-NOY s1i...t /0 10 30 40-IO 10 30 50 DRUNSWI l:K SHALE.RED SIL TSTONl HllJHL'I' WUHt!EREO RED \\/£RY FIN£ GRAINED IANOSTON£, (1t111lllV£) RED F INf GRAINED SANDY SIL TSTOl.I( R!'O I/FRY Fl 1111': GRAINFO SANDSTONE llf 0 SHAt.rY SIL TS l(ll*W l<I ll VI I<\\ I INI. 1;111\\INFI' ~AN11:i10N£ (H,-RO) l,Hfl.OINli lillA"f <ll~AOING TO MEDI u.- GRAINt'O GRADING TO FINE GRAIN£0 REDD I SH.BROWN SIL TS TONE (HARO) GRAY REDDISH-SROllWN SILTY*VERY FINE IWA I Nf.0 SANDSTONE GllAOIN!J ro <iRA\\ISH-BROWN GRADING MEDIUM TO COARSE GRAINED !'0fllNG <:OMPLETFO ON l0*10*fg 'SING TO > OfPTH OF 101 r40-LR* t!f*MMER $ 30 11 FALL 11rnre< LEVEL (.J' 4".i' ON 10-24-c:g BORINC9 8 !Rl1"lSWICK SHALE.RED SH,-LEY SILTSTONE HI ~HL Y BROKEN l!RO.,... T.O GRAY FINE GRAINED 9ANLit"l)tllE (HARD) GHAOJ NG COARSER REDO I SH.GRAY SANDY SIL TS TONE G_F<,,' TO BRO"'N MfO I UM G RA I NE:O S!INOSTONE I ~;T( Rl'lfOOEO VERY SANDY SIL TS TONE ANO RE:J SHALE'< SIL TSTOti[ GR~Y Flt.£ TO MEDIUM GRAINED SANDSTONE GRAD I NG TO Gl'IAY I St!.l!ROlllN FR I ABLE RED SANDY SIL fSTONE (11ERY ~AlllD) !'OtllNG l'OMPLF'TfO ON 10*14-9 Cf,SING TO A DFPTH OF 10' lllQ*LB* HAMMER '.*1.* ~0 11 1-ALL 111\\TEI< Lrvf.L 61 502 1 OtJ 10-2'+-Eg DE~TH IC IN FEET BORINC9 g ~ Alta110ll +201. 11 <<Nllr..,,... 0 --- l""'ft~..----------- 75 " RfDO I SH.BHOlllN SMJOY SILT (TOPSOIL) 56 ti IO~ ao I~ /00 110 ~ /J0-84l Fl!'OO I s11'"BRO.Wl'I; SANOY ANO CLAYEY SIL r WI TH INTfRllFDoro ROCK LAYERS lllHIN~WI c*t-; SllALI *fffOOI SH*t;Jl/I) t.11 Ill UM lil<l\\INr ~AN0SfON£ (11.i.1m TO l/Fl!Y llAIH>) lff!JOI *;11-1u<0111ri VI* RY SANOY ~IL I~ TOrlr INlf.*llrllDFO WITH FINE !.iHAINfU SANo-STONt: (vFllY HAtm) GRAD I NG St!ALE. Y GRAY MFOIUM Gl~AINED IANDSTONf ~VE~Y HAHD) lllGltLY WfATtlfHEO ANO POtlOllS FfW!ll 25.51 -2:,,4 1 If DD I ~ltl-GflAY FI NE GRA I NEO SANDS TONE l<fOD I SH-RllOWN SHALE REODI SH.BROWN SIL TSTONf (vEHY ttARD) GRADING SANDY REDD I SH.BROWN TO GRAY FI NE GRA 1 l<IEO SANDSTONE (vERY 1-iARO) REDDI SH-BilOWt; SIL TY SH!ILE ANO Sil TS TONE (I NTERBEDDED) GRADING SANDY REODI st1*1!ROWN FINE SANDY SIL TS TONE (VERY 1-i>RO) REODISH.GR... 'r llERY,-INE TO FINE GRAINED SANDSTONE' (1-1ARO TO VERY HARO) INTERlffODtD RFDOISt!.GR/I) VfH\\ Fll'<E GRAINfD TO F INF ()RAINED SANDSTONE AND REDD I SH.GRAY SANDY SILT~ fONf (VERY 1-iARO) REDOISH-GRA'r vnn FINE TO P'INE GRAINED SANDSTONE (vERY >!ARO) REDD I SH.BRDlllN SL I Gl-iTL) SANDY SIL TS TONE SHALEY IN PART (vERY HMO) GRAO I NG SANDY RF.OOISH-ClR... Y MEDIUM GRAINED SANDSTOr.E REODISt1-GRAY TO l!RO*p.; SAND) SIL TSTO~'~ l!ROWN MEDIUM GRAIN[O SANOSTO~JF, FRJABLE REOOI SH*!!RDWN SIL TS TONE (vER\\ >!ARD) I NTERBEDDED REOOI st1*G"AY SIL TS TONE ANO Flt.E TO MEDIUM GllAINEO SANOSTOf\\E (VERY HARO) GRACI NG SHALEY REDD I st1*!!i!OlllN SANDSTONE.SLIGHTLY FR 1 Al!LE REOOI SH*!!ROWN SIL TSTONf (VERY HARD) SHALEY GRAY FINE CJRAIN[O SANDSTONE (vER'r HARO) RFDDISH*l!ROWN SHALEY SILTSTONE;, (HARD) GRAY r'INE GRAINED SANOSTONE (vERY >!ARD) RfDD I SH.GRAY SANO) 11 l TS TONE (HARD TO VERY 1-1ARO) GRAY FINE GRAINED SANDSTONE (vERY HAiiio) G RAO I NG MED I UM TO COARSE GR/I I NED HIGHLY FRACTURED G~ADINCl RFOOISH.GRAY Rf Oil I sH-flROWN SANDY s IL TS TONF (vfRY HAHD) IOR I NG COM~L ET!O ON I 0*8-E9 r*11SJNG TO A Of,.TH 0,- 101 140-LR
- H1\\~ll.1ER ~ '50 11 FALL fl*T['l LEVEL
- ~ 04) 1 O~J IC-211-fC)
DEPTH IN FE Er BORING 10 ~M;E AltMTIOll
- I')~. 7' 0 COUNr.fYl#OL.f JO 30 22 ti 23 II DEPrH IN FE Er BHOW~.' t* 1'-if~Al'.IED SANDY SILT, TOPSOIL (rvtr=:OI UM 51 IF F)
"RllNSWICK Sl'ALf.RRICK R(O FINf SANDY SILTSTOIJr,QADLY WcATHER[O f'nON'J I sH-G"A' FI NE GRA I NfO SAMDSTONf (H.. fiD) flf'l:K FD CLA'rFY SILTSTONE (MEDIUM HARD) G~AD I N!i vrRY H!IRO 111n1tt Y 111 11 1lJ1tr*o /\\Ml'.wnnrP r*1rnM I
- I/ I l c.1
~I ' 1 :-n1r.1r;
- -)1:::Lrrc-o o** (')-1~-C:'?
'*'.jlf 1r.; lC {l~f*TH or-l'jf I '1')-Lo. !1"11.~ r.;_1 ~')II ;*f*ll Lr "!'L '~ I., :. I (1'1 I n-211-('* BORING 10A aow 0 ~r sr..,._,_~_"....,-...... ~~-*~""'-._.r..10#6 ____ _ l<Fnfll Slt-l'l'OW~ 'LAVEY SIL' WI 11-i SOW: 1;1*AVf:L Mill s.a.No 10 20 40 ML (DE~l~l) OM~K ~ROWN '0 EIROWN SIL TY GRAVELL' SAND Sr..t-GM f.-1ir 'S'.'.I ~ Slf*Lr~- llrlHT r;.?6'Y ~."DIU~., TO
- 0 1* ".Jr* :,*
I"::'"') <;1.r*csrorir (Hr-l:io) R!'DDI SH-~ROW" SIL lSTONE (HARD) SHAL~Y IN F>P.R l CALCI 1E S'RINGERS AND INCLUSIONS TRAC-:F:*Of SAND --- SHALFY ZONF: RFDD I SH-B'lOW"J SIL l Y V!".RY.-1 NE GRAINED SA.NOS fOt!~ LI [h ~~lt----t"* RFDDISH-BHOWN SIL lSTO!JE (1-i!IRD) P'~lt----+\\ Ff'W CALCITE INCLUSIONS AND STRINGERS t REDOI SH.BROW"J FINE GRAINED SANDSTONE (HAl<D) PEB~LE lONF P.~00 I SH.RRDWfJ VfR' FI NE TO FI NE GRAJNE[l SANDY SILTSTONE (1-1ARD) RFODISH-RROWN '0 GRAY SILTY Vl!:RY FIN[ liRAIN((1 SANDSlONF (1-1ARD) rn*PLF ZONF '1EDD I ~H-!IRO\\WJ SIL !STONE (H.a.Ro) FEW r.ALCI 1~ INCLUSIONS TR/1CF Oi~ Sf*":O l'U>>rr1c; r o*.~f'Lr*rrrr 0" ll'l-1.~-('J
- tr JG 1 o fi nr-1* r11 or 151
~no-L' 1.. /H *~fN"f~ f~' I *~~!I j "'LL \\~. 1 r *~ LI \\ r1. r' 10T /~r Ql(UFD DEPTH IN FEET BORING ii 11111'1#:6.....,_ +I SE.EI 0 COU#r .fYw-1~<<*.f--.-----**'M:lfl/'*-*"*:G*--* ---- 1tEo CL/l)C) SILT WI TH SHALE n~AGMnJls
- 5'J.
~2
- ML 10 521~"
$0~- NOTES: BRUNSW 1 *-~ SHALf-RF:O SIL r:srONf (HARD) SHAL**y WI TH CLAY *ILL I NG5 GRADING SANDY 0,ADK 8P0tii'*J C'" I r~f GC,A, I t*l~D s.-*~osro~;~ (1tAr'D) RE 0 SAllDY s IL Ts ~Q,.lf (H> OD) Sf~.AL r Y DAl1>> Rf<Oi!rN >I MF. Gl<A f NJ l' SA'.IDSTON[ llED vfln SMID'r SILTSTN" ROI/I r1c;- COM~U fl D 01 111-lf=-E() '151',r; TO t '.JI ~flt tff 11 1 ~U:1-L~* 1tr~.,,.._Ac-:: r.. IH ~!-LL Wf.TE" Lr'/rL 6i; ')I,, I O*I I0-211~'.l
- 1. See notes on Figure 2.6-22, ShHt 1 for 8ddition81 expl1n1tion of logs_
- 2. For loe1tions of borings, IH Figure 2.5-20.
- 3. Logs preP1red by OllfMs 1nd Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET20F37 FIGURE 1.1-12'
OEl'TH IN FE Er BOAIN0 12 aow O ~~ $YWOL-*$-.-------~--T.*'/OI#----- $0 11,' RfOOI s11-1'l"0W'I SAi:oy /\\'JD CL/IYFY SILT f1RU"-1*~:.1
- K
) 1L.0.ll -1,,ro:11sH-1*POM*I .:-Hf,lf'r 51LT';TrJ'J! (HMllJ) 111?AO 1 P..1C1 yr;,.,. 5ArJOY
- o ---***
fWD vr* 1<\\ f.l."-ff CH~AINEO S.AiNOSTONF (vrnY HARD) DEl'TH IN FE Er IO 60 'J1,1r'1r; *rJl.,wu fLl o'* 1n-11-c1 1*1*:;1111; T1, r DFf TH o** 11' ~'Y)~L n *.11*,*r*1F ;,~ "~ I 0 " ,- /1 LL llif*Tr* L'">'CL .' II,',' I 0" 111-211-r') BORIN0 13 ,,_,M:I AIWfTIO/t +21 ~.8 1 Iii ll 1:Lll\\I Y !>ll 1 WI TH ~II/Ill l!OCK I,~*AhMt:Nrs Al<ll~,,.w1 LI( SHALl'-RfDDI sH-11flOWN SAND> TO Vll<Y SMJOY ~'>llfSIONt- ?" Sl'<l*JD:l roN~ LAYER !IROWN TO REDOISH*llROWN MEDIUM GRAINED SANDS TONF (HARD) ~[DDJ SH*A1lOW'I Sil TS TONE (HAllD) SHAL,f Y RfOOISH-~f>OWN TO llROWN MEDIUM GRAINED SAND~Tom: REDDISH-Bl10wN SILTSTONE (HARD) SHAL fY REDD I SH-BROWN TO GRAY SI l TY VERY FI NE GRAINED SANDSTONE REDDISH-BROWN SILTSTONE REDDISH-llROlllN TO ClRA't VERY FINE GRAINEI SANDS TONE BORINl.l COMl'LETfD ON 10-15-69 i'AS I NG TO /I DEl'TH 0~, 5 1 '300-LB* Hf,MMER@ 18 FALL WAHi< L[Vf:l i.V 521. ON 10*211'"E9 DEPTH IN FEET BORIN0 14 &OW $Y'MllOU O~T 9~ l!I ML i<E D CL/\\; f Y SI L I ( 5 TI > F) BRUNSWICK SHALE-HIGHLY BROKEN RED RE a 1 ~ r~rn~~~,E (HARD) GRADING !iANDY SHAL E'Y GRAD I NG VERY SANDY F RAC TU RED ANO l!ROKnJ FROM ~r:
- 51 TO
~7. 51 REDD I SH-GRAY TO l!ROWN FI NE TO MED I UM GRAINED SANDSTONE F'ARTLY FRIABLE. GRAD I NG COARSER RED SANDY SIL TS TONE BORING COMF'LETED ON 10-1 ~-E9 1~6~~~. T~/1~~~P@Hrgf, t~~~I. l'i~TFI< u:vrL '11 56' ON l[)-~-'l"'I~') DEl'rH IN FEET BORIN0 15 aow COUNT $YMllOU -~IOI# 0 *---- eo 30 $0 f<r<lJ~j'j!,f I r: '.,lll'lll- -RE IH> I St*1-n1mwN VERY 1* INI' Ut!AHffD SANDY SILTSTONE litlAYt,,H.!IROWN Fl NF GH/\\INFU Sl'INOSTONE (iiAllD) INTERBEDDED REODISH-llROWN Sil TSTONl'S AND REDD' SH-BROWN F "'E GkA I NEO SANDSTONES (vEf*Y IV.RD) BOA I NG COMF'L rTED ON I 0* I 0-E9 CASING TO ~ DEPTH OF IQI 1110-LB* H/\\MMEk fl: 30 11 FALL \\llATER LEVEL WJ 10 1 Olj 10-24-Eg DEl'TH IN FEET 10 eo 30 40 DEPTH IN FEET c: I BORING 16 BHL1NSWllK SHllLl'*,;11AYISH-BRO'NN SIL.lY f'INE TO IAfDIUM l*l</\\IN[D Sl'INOSTONE (iiAflD) SOMF: I NTERBEDOED Sil TS TONE LAYERS Rl'DO' sH-f!ROWN s I l TS r.ONE (HARD) Fftl C/\\LCI Tf STRINl.lfRS /\\ND INCLUSIONS SHALf'Y ZONE SHAL EY ZONE SH/\\LEY ZONE SHAL EY ZONE REODISH-8ROwN SILTY FINE liRAINED SAND~ STONE (HARD) R£DO I SH-BllOWN S 1 L TS TONE (HARD) FEW C/\\LCI TE STA I NGERS LIGHT ;>RA; MEDIUM GRAINED 51\\PllDSTONE (HARD) SILTY ZONF WI TH CALCITE STRll\\IG£RS REDDISH-BROWN SILTSTONE INTERl!EDDED WITH FINE TO MEDlUM Gllt/llNED SANOSTDNEi FEW CALCITE STRINGERS BOA I NG COMl'LE TED ON I Q-1 7-Eg CASING TO A DEPTH OF 5 1 ~00-LB
- HAMl,lf!< (!' 30 11 F All WATER *LEVEL@ 112~
1 ON 10-24-69 BORIN0 17 $t/llFM:6 Al.,.,. +227. 2' aw COUNT $Y'M<<Jl..6
- M:lfll'TIOI#
0 --- ---,~---------- 25 II ML IO 100% REDD I SH.BlllJWN TO BROWN Cl AYE\\' SILT WI TH GR/\\Vfl FR/\\GMl'NTS (MEDIUM STIFF) l<fOPI SH-FlRO#N SHAL£Y Sil TSTONt: (HARD) SllilLFY StiALf Y REDD I SH-BROW~* TO GRl'IY SIL TY VERY FI NE Gf<ll I t<f D Sl'INDSTON£(HARD) GRADING COARSER GRAINfD 51\\NOY f!OR I NG COMl'L f HD ON I 0* 15-EC) CASING TO /I DEl'TH 0,. 101 ~00-LB* H/\\MMrn @ ~O" FALL WATE~ LEVEL NOT RECORDED DEPTH IN FEET aow O COUNT IO eo 30 --- 40 $0 60 BORING iB NOTES: BRUNSWICK SHl'IU:-REDDISH-BROWN SILTSTON( (HARD) RFDD I ~H-"HOWN SIL n Sl'INDS TONE RfDDJ sH-f'lf<OWN ro BROWN Ml CACfOUS I IL TITONE SOM!' Vf fl) FI Nr (it</\\ I NfD SAND (HMCO) ()t<AOINU SANDi ~ H .;1<11y*1~HlDISl1-FlROwN VfR) FINt_ bR/\\l"lf:D SIL1' SMJD~l ONE (HARD) Rf DD' sH-eHOl[l,t<j s IL fSTONf (HARD) SliALfY GRAD IN':. SA hJOy $Hiil FY BORllJG r.OMPLfTED OtJ 10-1 l*(:'J C,':;trJG TO,, DEPTH OF '/f ~00-u<. H/*.MMfR @ 1811 F /\\LL .,,~TEI< LEVEL nor lffCOROEO
- 1. 5" notes on Figure 2.5-22, Sheet 1 for Mtditionll explMation of logs.
- 2. For loe1tions of borings,... filurt 2.5-20.
- 3. Loga prepared by 011me1 Ind Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE GRAPHIC*~ SHEET30F37
.,,,, i I# ~INC!J 20 .-.:Ir AltanlJI/ +2~2 *QI '£ET.. COU#r.,......
- M:lflil1101W 0---
eF1
- DE/ITH IN FEET HFDIJ I SH-!li>OWI' f I NE SAt OY SILT VFR'!
5TIFFJ GRAOllJG 111 TH FllAGMf:NTS OF SIL TS TON[ .IRUNSWI CK SHALE-RE DOI SH-GRAY FI NE GRA I NEO SA NOY SI l TS TOhE (MEO I UM HARD: Ffll SHALE Pl\\RTI NGS GRAY FI NE GRA I Nl!D SANOS TONE (HARO TO VERY HARD) WI TH l I MON I TE 11'-:CLUS IONS GRADING DARK BROWN, MEC>IUM GRAIMEO RE9 SHALE1 FISSILE, CALCITE STRINGEf<S lsDFT TO MEDIUM HARO) I NT[R!!EDOED REOOI SH-GRA\\ SAtJDSTONES AtJD SIL TSTO<Jf~ (HARO TO VERY HARD) GRAY l'INE GRAINED SANDSTONE, MASSIVE AND CROSS-Bf ODED (HARO) RfOOISH-GRAY FIN[ SANDY SILTSTONF, f-fW . CALCAREOUS INCLUSIONS ( VFRY HARD) GRAD I NG ~l.IRPL I SH.GRAY ltJ LOLOH C.i<l\\DI Nb RFD IN COLOll-LfSS SAND GRADING REDD I SH-GRAY AND SANDY GRADING RE01 LESS SANDY, WI TH CALCITE STRINGERS GRADING SANDY BOR I Nb COMPLETED ON I 0-1 E-£9 CASING TO 11 Df.PlH Of 9,01 '3[)()*u1. HAMMEf! @ 30 11 FLL W~TEt1 LEVEL,@ 481 01,1 lf:-~11-f.g BORING 21 MJlll'llC6 Al.,.,,., + 2 :;6. E I ~
- r..,_*
0 ---~...-------------.... --.-. IO ~o JO $0 Y'/" moo1sH-R1:0:1r-J 'j/:l~!D)
- >IL r STIFF Gi<ADll~<; SOMF
~ANGST Of-Jr LA> fl<S (HARO) IH<OWN Mi*o I UM Gl!I\\ I NF D SANDS TONF SL I :..11 TL Y 11111 A !ti! l<f D (t1A1<D) l<l OD I ~H-Bf<OWtl ~IL T~TONE (HARO) Rf DDISH-!IROWl*J TO ~RAY SIL TY VERY l'I NE bill\\ I NrD SANDS TONE, FEW 1 ** ALC I TE l*JCLUSIONS INTERBEDDfO RFDOISH-l!ROWN SILTSTONE AND 5 IL ry F l'Jf GRAINED SANDS TONE (Ht* ~o ro VEi< y tfARD) REDO I SH.BROW SILTS TO*JE (HARD) LIGHT RFDDISH-l!ROWN, GRAY, SILTY FINE GR* INfD SANDSTONE (HARD) Ffl~ CALCI Tf INCLUSIONS REDO I SH.BROW*. SIL TS TONE* f EW CALC I TE e*u STRINGERS (HA~D) SHiil l!'Y ZOl~E CllLCI TE BEDDING STRINGERS B0111NG COMPLETED D'J 10-1 ~-6CJ -ASING TO P CJEPTii OF 51 J!10-LA
- H~MMER r,,i 30 11 FALL W"1fll LEVEL @ 2()1 ON 10*21t-6CJ DEPTH IN FE Er BORIN0 2~
aow COUNT 8YWOLS 0. - -* -"""l!!lm"l~IW'llmll!'l~IFl'!'!'lD'!""I S'!"!!H-!'!"!f!l~<llW~N-.S~I L"'!'!l -!!'"'J '!!"!!OP'!'!'!SO!""'!i L..,-.i>i J~11-1*.~ 102/11" 0 fll<IJJ*J'iWl<:K SllftLr-l<FflDlsH-Hf<(.J'ltll :ilLT~TOltl. IO -- JO $0 l!JTf"l<h(.IJDf 0 WI flt ':..llf,ll c,(Jf T TO 111,ltn) <Jl-HHJl /'J(j Ml!.~;:; I Vt fi'U\\()lr-Jta ~j,A,NO'! UIU\\'r f INI-llH/\\INl"ll SANDSTOl\\JI' WI lit OCCA'. JNAL SIL lSlONF: LA\\t I< (11A11D JO VI HY 1111110) HEDDI ~H-<iRl\\Y FINE GRAINfD SANDY SIL r* STONE. WI TH FEW BUFF INCLUSIONS GRA"f FINI' GRAINED SANDSTONE Ml\\$SIVE (VEHY HARD) SHALEY ZONE REDDI SH-i>RA) VERY SANDY SIL TSTO~E WI TH CALCI Tf STRINGERS (vt::R' HARD) GRAY FINE TO MEDIUM GRAINED SANDSTONE (VfRY HARD) REDDISH-GRAY VERY SANDY SIL TS TONE WI TH CALCITE STRINGERS (VERY ~RD) FEllll SHALE PARTINGS-MASSIVE !!ORING COMPLETED ON 10-1)"1jg CASI NG TO A DEPTH OF I QI ~00-LB* HAMMER ti 30 11 FALL WATER LEVEL@ 27'1 ON 1')*24-69 DEPTH IN FE Er BORIN0 24 aow COllNT $YWOLS 0 -... *"""----..... ---------~-- REDDl Slt-E!ROWN CLl\\Y[Y SILT (s11rF) IO 10 JO HHUNSWI CK SHALE-Rf:DD I SH-BROWN SHALl!'Y SILIS fONE (MEDI UM HARD TO HARD) SHALEY t.N PAR! FFN CALCITE srRINGEllS AND INCLUSIONI HrlJDI s11-111wwN GRAY llERY FINE GRAINED SANDS IONE (HAllD) HEDDl:m-Bt.OWN SftALEY SILTSIONE HEDDI 5H-8HOWN TO LI GH r GRAY SIL TY ~ERY l'INE GRAINED SAND510NE (HARD) REDDl!IH-l!ROWN INTER!.'IEODEO SILTSTONE ANO SANDS l'ONE REDD I 3H-eROWN FI NE TO MEO I UM GRAINED SANDSTONE I NTERBEDD[D SILTSTON[ AND SANDSTONES .f~,ArllN*i ~[L'IUM ro,'Q.AHSf tiRAINEO LIGHT r,RAY MEDIUM CiRAINE[) SANDSTONE (11ARD) fl"W THIN SHALE PARTINGS BORING COMPLrTED Of< 10-1"/-£9 Ll*SING TO" rJ[PlH OF 51 WATER LEVEL@ 110 1 ON 10*211"1j') DEPTH IN FEET 190RIN8 2'5A a.ow 0 COU(tlr sr.wc,....<<_*...,-~~ml!""'*~w ..... ~rAi_,.,,. __....,~~- RE DD I sH-B ROllllN CLA YE y s I L T Ir 'FF IO 10 JO $0 DEPrH IN FE Er BRUNSWICK SHALE-INTERBEDDED REOOI SH-GRAY VERY SANDY SIL TS TONE AUD VERY FI NE GRAINED :!l/INOSTONE CllllA'r FI NE GRAINED SIL TS TONE, MASS I \\IE RED SILTSTONE, MA:!ISIVE (HARO) SANDY SANDY BORING COMPL ETEO ON I 0-17-69 ~M~~~. T~A:....~~POH 38fr I I t ~/ATER LEVEL NOT RECORDED +252.91 cf'J:r $Yl#OU 0 ------~""9.... m'l'!l..-------------.... - ,, -r,01 sH-Eo<>.*,:1,.II,': Si":DY SILT STIFF) ~CJ 'A/3" /0 20 JO 60-H*nl!~S'NI,'t( SH,\\l(-f*TDOI s11-u1,0WN Sfl.t'1D'Y '.;IL T~ ION** WI TH SHALF (soF T TO ~.TG I U.,l 111'Rn) Gl1M1 I 'JG l<fDD I SH.GRAY WI Tl1 CALr; I TE S T'i I r.1GERS SHt*LEY GllADING Si'NnY ~SS I VE GRAY,.INE GRAINED SANDSTONE 111 TH ~E* SHALE PARTINGS (11ARD) MASSIVE-SJLTT IN PART REDDI SH-!!ROWI~ SIL TS TONE WI TH "E* CALCITE STRfNGERS AND INClUSIONI (111\\RD TO VfRY HARD) BORING COMPLFTFO ON 10*1'/"1jg ,.ASING TO A IJEPTH or 91 300-LB* HAMMER@ 18" FALL WPT[l1 LEVEL NOT f<F:' ORDED DEPrH IN FE Er = I BORING 27 $Ull'1tC6 Al.,.,,., +I I 5. 0 I a.ow COUNT SYM<<>L6 0 *- ---pmm-----------~..... -- NOTES: DAiii< <illAY 10 liLACI< SIL I SOF I 1 l\\ld40Ni\\* n>11*, *;ANO - Ml c*At rou:; soM1* 1111>01 s11-1rno.,.,. Ill 1 Cil<ADINI.. WI l~I sow* CLAY Rl!'DOISH-llROWl\\I SILTY FIN[ 10 111DIUM SANDY GRAVEL (MEDIUM DENSE) BRUNswi rl( SHALE -: REDDI sH-~ROWN F lrJE GRll I~:; u SMIDS TONE lHARD)' IU:DOI 3H-e"OWN SHALEY SIL TS TONE (HA1to) FEW CALCI IE STRINGl!'RS GRADI Nii VER'I' SANO'I' REDDISH.BROWN VfltY Fl N[ GlllAI NED TO FI NE GRAINED SANDITDNE-CROss-l!EOOEO REODISH-!!ROWN SILTSTONE (HARD) FEW CALCITE STRINGl!'RS ANO INCLUSIONS REDDISH-BROWN FINE: GllAINEO SANDSTONE INTERBEDDED WITH SILTSTONE (HAlllD) REDDI Sli-!!ROWN SIL TS TONE (HARO) FFW t.:ALCIT£ SIRIHGERS ANO INCLUSIONS RF.OD I SH-!lROWN SI Ll 'I' VERY FI NE TO I' I '11( GRAINED SANOS TONE (HARD) HEDDI SH.BROWN SIL TS TONE (HAiio) "EW CALCITE tNCLUSIONS ANO STllllNeUll GRAOI NG VERY SANDY LI Gt1T f!ROWN f' I NE GRA I NEO SANOS TOM (HARO) SDMF. SILUTONE REOD I SH-BROWN SIL TS TONE (HARO) FEii CALCITE S TR I NGUtS AND I NCLUll ONI GRADING SOM!!' FINf GRAINl!'D SANDllON[ 80R I NG COMPLE TEO ON I 0-24-S9 CASl~JG TO ft DEPTH OF 13' 300-ui. t!AMMt k fjl 18 11 F ~LL w1,n:1< Ll*vrL tJOT REr;OROfD
- 1. See notes on Figure 2.5-22, Sheet 1 for eddition.t. 1xpl.,1tion of log1.
- 2. For IOC1tions c.f borings,'" Figure 2.5-20.
- 3. Logs preptred by 01me1 ind Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOOI SHEET40F37 FIGURE z.e.a~
DE~TH 1 = IN FEET 90"1Nt! 28 ~ AltllTIOll
- 114.11 aw COUNr,.,,._,
0 --- - ""'"--... -*G*R*A*Y-TO-ll*L*A*C*l<-C*L*A*YE*Y-S*l*L*T.,..SO*F*T-T*0-IO 10 30 6
- FIRM) 6
- ML-M
~~~~'NG SOME BROWN TO !!LACI( II L TY t I SILTY <>llAVlL WI Iii l<tOIJl:itt*l\\HOWN FINf. lillAI NED SANDS TOI~!' (MfDIUM Ol:NSE TO llfNSt) SOMf uRAl I Sti*wttt Tf SANOSTONf. RIWflSWI CK SHALE - IU'.DO I sH-rROWN SANDY SILTSIONE (HM10) rrw Lr:I Tr INC LIJSIO~JS S~tALE SEAM SHALE SEAM REDD ISH-eROWN TO GRAY 51 L TY SANDSTONE WI TH SDMF SILTSTONE GRADING LIGHT GRAY SOME IN I ERBEDDED SIL l STONE REDD I 511-eROWN SIL IS I ONE (HARD) Ff.W CALCI lE SfRlNGERS LIGHI GRAY FINE GRAINED ro MEDIUM GRAINED SANOSTONE FIEODI SH.BROWN SIL TS TONE (HARD) GR/-[] I NG ALU I SH.GflAY flOrlllJG 'OMPLfHD ON 10*2?-69 <.!SING TO A DEPTH OF I ?1 ~')<)*Ls* lf/,MfAEH 6: 18 11 Ff,LL \\'f/T!'ll LEVEL I.OT llECCROED BORING 29 ~ AltllTIOll
- 115.,,
0 ~, *.-oit.--*.... -~'"""~~-~"°""'"""1'~!'P':AOl!l!'!'-!P"!!"!"l"'ll __ SIL
- 15.
- 32.
ML WI TH FI NE SANO.... NO CLA' GRADING l/ERY STIFF BRUNSWICK SHALE - REDDISH.GRAY FIT~E GR.. INED SANDSTONE (H~RD) SOME SILfSTONE Sl':AMS GRADING MEDIUM TO COARSE GRAINED GRACING VERY FINE GRAINED SANDY SILTS TONE LAYf:R ti HAO I NG BLUE GRAY G"AOI NG REODI SH-BROWN liRAC>I NG liRAY BLUISH.GRAY SILTSTONE LAYER (SHALEY) BLUISH.GRAY 5 tL TS TONE (HARD) (HARD) LleHT GRAY FllllE llRAIN[O SANDSTONE (HARD) l'EBBLE ZON[ FILUISH.GllA\\ SILTSTONI' (t1ARO) Gl!AO I NG RECD I SH-llRO*N GRACI NG VfRY SANDY FEW CALCI T[ STRINGERS llOR I NG COMF'L[ T[O ON I 0*2~-C,Cj
- 'A~IN<< TO A DfPTH OF I ~
1 ~00-Ll1, llAMMI H @ 11~ 11 ' /*LL WAll:I< LCVI L NOT l*fC:Ol<r<I P DEPTH IN FEET BORING30 ~ AltllTIOll +115.0* aow COCJNr SY.OU 0 ~--.~--------------.,...~- 10 If O DE,.TH IN FEET ML*MH ci A A YI SH -1' LACK CLAYE' SIL I SOF'l GRADING REDDISH.BROWN (MEDIUM STIFF TO STIFF) GRAD I NG SOME CLAY REDDISH-BROWN SILTY CLAY (Mf:OIUM STll'I' ro STIFF)
- BRUIJSl'll CK SHALE
- REDD! SH-BROWN TO Gl<AY VEflY FINE TO FlrJE GRAINED SMIDS TONE (fiARO)
REDDISH-BROWN \\/ERY FI NE GRAll~ED SANDY SILTSTONE (HARD) SHALEY IN PART REDD I SH":BROWT J TO GRAY FI IJE GRAINED SANDSTONf (HARO) SOME CLAY ! E~~';~~=~~~!N SI LT STONE (HARD) SHALEY I 1-J P.Af<T SO~lE VERY FINE GRAINED SANO Gl;f DI NG VER\\' SA,,,OY HF.ODISH.BIWWfJ FINf GR'°'INED TO M(OIUM GHA I NED SMJOS TOfJE (HARD) l!EDOl-sH-BROWN SILTSTONE (HARD) FEW CALCITE STRINGERS AND INCLUSIONS SHALE Y IN PART FIEDDISH.BFIOWN FINE TO MEDIUM &RAINED SANDS IONE (~iARD) SOME SIL TS iONE REDDISH-BROWN SILTSTONE (HARD) F*W CALCITE STRINGERS BOA I NG COMPLE TEO ON I 0-22-69 USING TO A DEPTH OF 11 1 300-LB* HAMM[I{@ 18 11 FALL l'f,\\TER u:vrL NOT l<ECOllDED BORINC9 106 M""'*6 AltllTIOll +260.0 1 aw COU#r IYM<<lt.6 0 -- 105/(," ~ 11EDOISH*m~OW~! Cl'°EY ~IL T Mf'OlllM ST IF~ fiHAO I Nii HARO ML f\\HllN~iWI l'K :;11AL! "tlt'ODIStt*llHll#N SILr-
- >TONI. (1111rm)
GR'°'D I NG S'°'NDY r.Rll,,SH-RROWN FINE IQ MEDIUM GRAINfD ~ANOS IONf (HARD) REDOISH-RROWN FINE GRAINED SANDY SILTSTONf INTERBEODED a*'IAYISH-lltil TE _MEo:uM TO COARSE GRAINED SANDSTONE ANO J RED015H-6ROWN SILTSTONE (HARD) REDD I SH-BROWN !I IL TS TONE '(HARD) ~CRING C~LETEO ON 10-7-tCJ WATER LEVEL @ ~'?I ON I 0-211-fCJ DE,.TH IN FEET t BORING 107 I &OW COll#r sY-.1 0 --- ~--.,...~~~..... ~----~~- I()() 1'19 HfDOlsH-nHOl'IN r.1.A'rf'Y s**.' sTIFr 1>n ~ ML (~ f-li;l!N~;Wl!I( s11,..Lr-r.w1Y1:.11-RHOWN FINE TO Mflll llM <iAAI NH> SANDSTONE (HARD) INTERAEDOEO GRAYISH-RROlllN MEDIUM TO C:OAflSF GRAINED SllNCSTONE ANO REDDISH-Bl<Oiltl SIL TSTONr REOOISH-RROWN SIL rs IONE (Hit.RD) 11roo1:;11-AHOW~J \\/l'ln FINI': GlllllNf:O SILTY BORING COMPLETED ON 10-6-69 WATFR LfVEL NOT RECORDED DEPTH IN FEET BORING 108 &OW COU#r,.,,._, 0 -- ~--.,...--------~..-.... - 72 II REOOISH.flROl'I~* CLllYEY SILT STIFF 97 r. ML REDDI sH-eRowr. TO llROlllN SHllLEY Sit.NOY SILTSTONE (HARO) BRUNSWICK SHALE.REDO I SH-BROlllN TO BROWN SILTY VfRY FINE GRAINED SllNOSTONE {HARO) REDD I SH-BROWN MASS I Vf: SIL TS TONE (HARO) GRllY, REOOISH*aROWN l'INf: GRlllNEO SANDSTONE (HARO) REDO I SH-BROWN MASS I Vf: lfERY FI NE GRAINED SAND> SIL TS TONE (HARD) GRAYISH-BROWN MEDI UM GRAINED SANDSTONE GRAYt "EDDI SH-BROWN Mrl\\SSIVE SIL TS TONE (HARD) GR,Oy, REOOI SH-BROWN MASSI vr SIL TY SANOS TONE: (HARO) BO R I NG COMf'l. [ TE 0 ON 1'0-(i-69 WllTER LEVEL 0 ~qr ON 10-24-69 DEPTH IN FEET BORING 109 &OW COUNr IYWOl.1 -~-- O II 0- t'I-- ---T"-*H*E*D*D*1 *s*H-*R*A*o*.,.*11.-c*L*A-E *._ *s*1*L*r-i(*M*E*D*, u*M-* Sf I F*F) /0 10 lfO 94% NOTES: l!RUNSWI Cl< SH"'-E-REDD I SH-llRO#N SHALE ANO SILTSTONE {sOFT TO ~EOIUM HARO) REOO I SH-BROWN MASS I II[ SIL TS TONE (HARO) RROWN Mf:O I UM GRAINED SANDSTOllJ[ (HAi.D) REDO I SH.BROWN SIL TS TONE (HARD) GRAOllllG SANDY GR(~;R~)DO I SH_.Al!OWN SIL TY SANO:ITO.. !!EDD I SH-BROWN SIL TS TONE (HARO) BROWN, MEDIUM GRAllllEO SAlllOSTON[ (HA,.0) l!Ol!llllG COW'LETEO ON 10-4-69 NO WATER IN BORING ON I 0*24-69
- 1. 5" notes on Figure 2.5-22, Sheet 1 for eddition*I 1xplM8tion of logs.
- 2. For loaitions of borings,... Figure 2.5-20.
- 3. Logs prepared by Ownes Md Moore.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSl-S REPORT GRAPHIC LOGli SHEET50F37 FIGURE 2.5-11.
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)
- H()();,i;-,.. owN S"ND\\ SIL fSIONt (vFWo t1,..1rn) llfDOISll-.itl" MASStv[ SIL I\\ JANDSIONE
(*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-l*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) ML IO 20 30 ---* 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 Flf;E GRAINED SA'IDSTONf (11At<D ro VERY HARD) Ir lffDOI SH-F!ROWN SILTSTONE LAYER Qi E5.0 1 <iR"D I NG MF:D I UM TO CO,..RSE GR" I Nf.D AND Bf<OtllN 1*01 !l;G COMPLETED ON /0*22-GCJ llr/ H II LF.VFL NOT HECORDrD 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~EDD 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-llDI '.'>11-1*1<0wN :; fl >> VI llY FI tlf 11/IA IN~ 0 iANl>:J I ONI 1HA'Y, HfUDl":.itl-IHHJWN vr1n t INE' ljRAIN[D .TO FINF URAINf[l SMJl~rCTI" (MARO) l'Oll I ~j ~ l'OMl'LrTl'I' 01'1 I c.,-~-69 111* r1 ><LrvrL u ';'.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 *.A.. l~ED SANDS TONE (HARO) RECD! SH-BROWN SIL TS TONE (HARD) WI TH SOME S"NDSTONE DARK BROWN SILTY VERY FINE GF1AINEO SANDSTONE (HARD) RFDDI sH-BtlOWN SILTSTONE (11... no) BORING 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_*
IO 10 IC,Q% 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.1JN s..-.Nn'I s1Lr...;raNE' ~rn1Jl'~~t-"Hl)WN rlNt. TO W[QIU*.'.* RAINtO $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
- >l'F*DS TONE
(~ll'H o) ROH I N*i l OMf'lfTED ON IQ*~-E9 r*o w ffl< I' ROoONCl ON 111-211-(1 !10 R I NG COMl"L E Tf 0 D°' I 0*24-ECj 'I.I Tff! 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) REIJ 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-;:;') BORING 118A $UllFllCI ft.6tl!ITIO#
- I (;Cl. " I AOW O COCJNr ~$~'fl#.,..<<_*--.-------~---T,-'/IM_,. ____ _
ML IO 30 40 ao
- o IOO -
flf<UN~WICK s11..... 1**11ro SILT~IONI (11fRY 11,,1*0) RfO >tNf TO Mf'DIL'lol liR,,INCO SANOSfONf (>i,,RD) RrD SAl*DY 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 . llJ..IJD) PUf<PL£ SILTY SH,,L£ (HM10) MJD FI rt!!: 1.if1" I MED 9ArJOSTO,_.E GRAY FlfJf Gf1Alllf0
- PrBLJL[ ZONE S"llDSTONE REDD I Stl.l!ROWN SIL TS TONE (11,,RD)
REDDISH.llRDWN Gr<J'r FINL' TO MfOIUM SAfjQY SIL TSTOIJf (H~ow) .R.t-[)lfJ*.i Ll'iHT GRAY G~,0.\\ flr1r T(J
- ~ElJIUM Cof'Pt"fD '""OSTON[
(HM*D TO *Jfr*v H~;*D) GR"O ll*G loolt DI u"" ro CDllRSE GFI" I NEC R~DDISH.!!ROMll FINE 5"NDY SILTSTONE (H""D) 0£,.TH. It: IN FEET..,,,, COUNT 0 --- 10 30 60 70 DEPTH IN FEET IO 30 40 50 10 70 I ()')l 100% ao IJ)% 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/*INrll 51.r10-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 llORING COMPLfTfO ON 10*2-fq Yi' HR LEVEL r: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.:; C0-Lf'f0 ON 10*2*fg lrl-'TFn LEVEL 1!31 O*l 1(-~li-,Cg 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,,Lf.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
IO RO 30 40 IJE~TH 1 IN FEET l!ORIN8 122 Ml/ll'ltt:6 <aTIOI/
- I ~2. ~ I 1-'ll.ilil'.>ll-HIH*WrJ '.>ILl'r 11iJI
'U M*!JlllM il"lllNIO SllND (OEN~E) fll-l*llSWI Cl< SH.*Lf - .,i.,/\\\\ I S*rtrnO,\\N f IN[ TO ~ffDIUU CIU11lr*Jfj) ::i"flll!:i.TONI (1tM*W TO VTln tiAttB)
- .tlllLf Sf llM
( 1.llY srAM t"Lf,Y SfAM GRAY SILTSTON~-SHllLE) (HAllO); FEW CALCI lf STHIN<;FHS GFl,.,OING f1FDDI Sli*t1flOWN SHAL f Y 70NF t<f.DD I SH.Fll>OWN SIL TY, VEl<Y f 111£ 'TO f I NE ,, Hf\\ I NfO S"ND5 I ONf' (HM>D) IH DOI,,.i.l'lllOl'IN ~IL IS TONI (HAt<O) llH*UI,,.11-1111nwt1 TO,:,fl"Y Vt-RY S"NDY SIL r-o!ONF LAYfH (tiAF!D) llfDDt~rn-AllOWN SILTSTONf (HARD) SH!IL r 'r ZONI llORING COMPLETFD ON 10*24-69 ... ~rm LfV[L ij 'J,'. 1 ON 10-211-Gt] BORINC3 123 ~ IY.atl
- <<:lfll'TIOI#.
0 -* -- - --..--R_fD_D_I s-11--fl-llO-WI-, -,,,\\-IJ(l-Y-~-1 L-r---... -[-A T-HE_H_E:D IO RO 30 40 ML !;~NOY SILTSTOlff f'RUN5WI CK SHALE-HEDDI SH-llRO_,N f I ~Jf t,Rfl I r:f u SIL TY SM*IDS TONE GR"D I NG TD GRAY I SH.BROWN INTERBEDDED,D!IRK RED SH"LE'r SILTSTONE !IND REDD I SH-AROWN SAND'r SIL TS !ONE (HllRD ID VER\\ H!IRD) flRICI< RED 10 REDOISH-AROWN FINE r,RAiNED S!INDS ION[ D!IRK RED MASS I VE SIL TS TONE f10R I NG C'.OMPL [ rro ON I 0-7-S9 tlO IM11'1l 11' BOHING ON 10*2/t-Gg DEPTH IN FEET IO RO 30 $0 60 60 90 /00 BORING 12e ~ AltJaT/Oll + j '/4, '/I ML hfdHJSltl*' K SH.Alf-liliA'Y, Vfqy FINE LiF1AINEO SMl(JY SllTSTOtlf f'I n
- Ji f(Y *.. M~!"l'(
~ll'*Lr'Y SILT~Tor'.;[ (vfRY Hl-h;) HFD <'l~Jf 10 CO"RSE fiR,.,INED SM<DSTONE HE 00 I SH-RIWl'IN SH/\\l F'r SI l TS T Jl'JE INIFRilFODED REOD1s11-RROWN FINE GR!llNED 5.. ~,DS IONF' "~'D REDO I SH-nf<OWN SANDY SILISIO~E (H.. RD 'OVfR\\ H!IRO) RFD SM.D\\ SIL 15 TOf\\F (vrR" H"RLJ) ~OR I NG COMPL E ffO ON g-28*(9 W'.lfF LFVEL 1<* fQ~I OtJ 10-,,4-ECJ IJE~TH IN FEET &C>W BORING 127 $IJllFM:E ftltJaTIOll < + I '/8
- 2 I COUNr IYlllM>LI
- <<:lfll'TIOI#
0 - -- ---,.~---------------- .[ n ;,/lt:O'r :,JL l ML IO - I, l<llNS\\~I' K ~HAL f *tff0l1 I :;H-rlliO'.'."'I *, f'I. y
- iANnY 'llLT',l"OfJI "l*C;1:L1sH-~*fC..
rJ~*JF ',,F.:Alt~FG <;;r;O!:ITOf'-H l't*~ I ( K l~f :-J ~/A::,:S I '.'F 5 I l ~ 01 f (H-"HC) l'OHI ~:-. <'Ol~P F 'ED m. 10- :-r;q 1/1,/*f!"!~ LI \\"IL ~1or " U1 01*n DEPTH IN FE Er BORING 128 SWllCE 11.1.. TIOll* Ip I
- I I
&C>W COCJNr IYWOU 0 -- -- - --...---------~-- r,7 l"I ~l':DDISH-*"J1'1I
- tJ'*E' SIL* (s* *;o)
~!~" i. ML f1f<UNSW I l' K SHA LF -r<ED' FI NE GnA I NED Sl\\l*ID'l Slli-Lf (1iAl<D) RFO r-H,f ,...;A!,.!EO SIL
- 3.. ~.:JS 1 0\\.!:
"LrK1 SH-RD SA~IO'* SIL 5 '01.E (H.. RD *o VFR" HA"-'D) \\Fk* SAl1D' , fR' SAND liEO SIL FINE '>R!llNFD '.l!INf'lS O~f (HARDJ "ff'l *Jft>' SM.D\\ SI l 1 S TQNf r*OI< I I* 'Ot:PLE IFD or* '-i-,,- ') Tl-<< Lr 1 IL rJOT 11r1 u { 1 'l DEPTH IN FE Er BORINC!I 130 IO to 30 40 $0 10 90 JOO NOTES: ~fOOtSH-.;..,0.'JI. r:L~'rEr S1L ,*,*1 ti SC:.'f SIHJD (sf I FF) "RUNS>.>cK S*i"L,[-MASSIVE RfDDISH* ~ROWN,~R~ I I NE,;R.. I NfD SAND~ SIL,TSTONI' (H,.,RO) REDD I SH-llROWN M"SS I VE VER\\ F ll<E GR.. lr*fO s11rmY s IL *s !ONE (HARD) flfD MASSIVE FINE GR~INEu SANGY SIL TS TONE (HARO) RED V[R\\ SM~O.Y SIL T5T0Nf (HARO '0 VER~ HMO) RED 51.tJO\\' SIL TS TONE BORING COMPLETED ON 9*24-69 ... ~TFR lfVfL @ E71 ON 10-24-G'J
- 1. See notes on Figure 2.5-22, Sheet 1 for ldditional exptanltion of logs.
- 2. For locations of borings,... Figure 2.5-20.
- 3. Logs pre~rtd by D.mes and Moore.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOOI SHEET80F37 FIGURE 2.1-12
DEPTH IN FEET RO ~o 40 ao IOO 110 120 BORINS 131.A. l1Rl,N~*~ll I( SHALc-l>Elllll 3H-BROWN MASSIVf SIL TS TONE (t1ARD) RE DD I SH-A llOf;I~ VE llY FI Nf TO FI NE Cii11'1r,ED SILTY SH<OSTONE (HARD) REDD I sH-R*rnwr1 MASS I VE s IL 1 s TONE (HARD) REDDI sH-RROWN SIL r*, VERY FINE CiRAINED
- 3M.OS 'Ot.f (HA~D)
Hf"{'l.l I Sll-PlWWN SIL r SI Or.JF (Mr1SS I VE) HEDDI s11-AROwr., s IL I*, SANDS ION[ REDD I SH-l'ROWM s IL rs lONE (H.. RD) REDDISH-e,10h*: SILTY VfRY Fri-IE :lR/\\lt/ED Sr'.JSTO';f (?r',Gi:D) REDD! sH-~RDWN SI*. *s*DNE (HA~o) S_.NOI REDD I SH-BllDl'IN FI NE TO l{f*RY f' I NE CiRA I NED 'Sit[) SANDSTONE (H.. HD) RU*Dlo'1-li1<0~.n SILTSTOrJf (MARO) AOR I NG CDMPL[ TEO ON 9-26-69 IVTE<l LEVlL ~JOT RUORDEO DEPTH IN FEET BORING 133 ~MZ ILl.. TIO# +IE2. I I ~!l:r $YltlllOU 0 1r;; ~ 100/'5" 10 ~ DEPTH IN FEET ML 1-I" J SAND~ ~; 1 1 l (vE~~ S If.:~) BHUtlS\\lllr*K Stt.a.Lf-FRAf"iMENTED f.it!J ~ILT $TONf RFD SILTSTONE I I FINE GRAINED RED SllNDSfOtJF@.,.,.,,QI RED F ltlE GR1'1NED SAl\\DS'ONE RE:J SILTSTOHE G~~ DI tl3 SA!JD I ER hrO TO rlf'A'r 1 FltJE' TO !JlfCIU'.11 GfUl-llJfO SMIDS TONE P1,,RPLE t~fDll,M '3R/\\INED Sl<l.os*ou Pu'IPLF FI Mf
- ~R/\\1 t\\ED s.. *.os *or [
RED SIL TS TONE (HARD) 1<~11.
- )Ll!i~ITLY S1'ND'I* :...,ILT*:TONC (vrt<Y llM<U)
BDR I NG CDMPL E:TE D ON I 0-1 -59 WATEf< LEVEL@ 621 ON 10-2lt--:C) BORINS 135A a.ow MM:/fll#TIOI# 0 COIJNT SY~- 0 -t(.**-.. ---R*f*o*s~r L*,*.,~,:*1.~"'!"" "'w~1 ~, f'!"I *,,~k"!',.*v~f,"mll!f,~ *.,~.. ~.~~.. ~,.~.. -.s 5 ti
- 92.
ML /0 RO JO 40 fHwrr,\\'f 1 1," *i11.-.Lt -o.ARK H'I n t1r A rttnn D
- ,1111L1 (1N11'1't</\\lrLY '.,()( r) t<FI> ~ILl5TONr (MODfll"'lt:L\\ llJll<ll)
DllRK n111 CK Rro SIL IY SHALE RED SIL !STONE (HARD) E\\O~ING COWLET[D 0... IQ-1-\\09 'NJITrt< L[VFL ii GT ON 10-24-69 DEPTH IN FEET BORING i34 MOW llE~TIOI# O COIJNr $"llt#IOL*-*$-.---------~--~~ ML f~FOJiS~iSIL:1 1!< W1*HRCl(ri:rR,A.'_}Mn... s H~ur~~-1'1:1 CK 3111-Lf -urn !.llL T.)fONf ~ED "INf GRAINED s11r;osrOl\\E (H,tRD) SANDI n> ~ED >1r.E GR.. INfO S/\\LDSIOl1E (H,lRD)
- EU SJ.rJOY t.,ILT5TOr:f Jr*,AD Ir l"3 Sf 1 !C I ~- **
l*ED FINE G,l,.11/fD SANDSTONE l<FD SANDY SILTSTOl<f (HAllD) l'rD SANDS IOI-JI (Ml lllUM,;t.AINI o)
- u.~PLl~lf-jl*f-'1
'..ilL1~1Qr~r. (11A1*D) 1;RADF:S 10 RED SANDY 91LTS10N[ HOH IN.; COMP f T FD ON 9-2(*(;9 ,,..,ff,< LEV£L <: 'jQI ON 10*211-69 DEPTH IN FEET BORING 136.A. MJl#lltl2 ftl-.ntlll + I ~I
- 5 I
~ $'llJlllOL* 0 - ---.----fl*l'*D*ll-1 -~1*1--H****o*w*N--LL*... *,*l*. ,--f*l*N*f--S/\\*N*D*l--S*l-L T /0
- .*,1 ~
';0/:.'. 11 *L, R0-100% JO --.... i... ~~*.,..*..;;.~ 100%
==
~~:; ML 40 _I 00%-.l.._ WI Tll ,-(l~1l t<C>rK f tl/\\1a.tfNTS FltlUNS*I CK SHALE-RED 5/\\NOY SIL T5TON£ (MED I UM HARD ro HARD) VERY SANDY FROM 23 1 TO 2'5 1 RED FIN£ GRAINED S/\\NDSTOt<IE (HARD) BORING COMPLETED ON 9-~-69 WATER LEVEL @ 8iT ON 10*24-69 DEPTH IN FEET BORING 134.A. a.ow S'IWOC.6 llE~TIOI# {)COIJNrlllll!~~ll'~r"--~.,~1 r~,0~1>~*~1-~1.~1.~o:wr~.~r~'~'~.~,--~.~~ 1.~"'r.,~=*~11~1~ 1* 1~*:.. IO $0 ao NOTES: J 11 H) fH<UN'3ril CK SH/\\Lf-HfDO I :,11-1.HIOlllN ~111'1.[Y SIL TS TONE (ttARD) HEDDI SH*flROWN 5 IL TST0NE (HARD) REDDISH-tlROWN FINE GR/\\ltffD SIL Y SArlDS f0NE (MODER/\\ IEL Y HARD) REDD I SH.AROl\\'N FI l'E GR/\\ I NED S/\\NOY 51L TSTONf (MODERATEL'r HARD) REDD I sH-flROl\\'N FI NE GR/\\ I Nf D s IL r y SANDS TONE REDD I SH-ElROl\\'N SIL 1 STONE REDO! SH-AHGl\\'N VERY F"I NE GR/\\ I NED II L TY SANDSTONE !<EDD I SH-l<RDW'< SIL l Y S/\\t\\OS 'ONE (H.. lllD) RcDDI SH-f'f'vY1r1 s *rs *cME (H,tRO) HllillLY JOINTED,lNO FRACTURED; ~i.'J 1 TO 8':J.0I REDOISH-BROll'N SIL fr FINE GR/\\INfD Si'INOS ro~:f (HARD) lffDD I SH.f\\ROWN SIL 'IS TONE A.0111 I NG COMPL f TEO ON 9-~Q-C:9 'f11*Tf1< L[VFL r!OT i~(COROEO ~. See notes on Figuni 2.6-22, Sheet 1 for additiOMI 1xpl1Ntion of logs.
- 2. For locttio111 of bori"ll,.. F.,ni 2.6-20.
- 3. Logs prepared bv 08fMI end Moore.
LIMERICK GENERATING STATION UNITS t AND 2 UPDATED FINAL SAFETY ANALYSIS REPORT ....,,.Miii SHEET 9 OF '37* FIGURE...
BOfttNS 1SO ~ AIVfnO# +250. I' llf<UNSWI CK SHALt* rAN, YfLLOWl SH.BHOWN SHALE INlEf<llF.DDfO WI IH TAN FINE 10 MED I UW GRA' NED SANDS TON£ ( SOF 1 ro MEO I UM HARO) LOCl<ATONG Mf:ll9ER-11LACK SHAU'. CARllONA* CEOUS WI TH CALCITE SIR I NGERS (HARO TO \\/[RY HARO) DA*K GRAY SLIGH' LY SANDY SIL 1 STONE CALCAR[OUS HI QHL Y FRAC TUREO ZONE IN TERl!EOOEO llLU I SH-GRE[N 11 L TS TONE ANO BROWN MEDIUM GR,.., I NED SANDSTONE BLACK SHALE WI lH FEW CALCITE STRINGERS CARBONACEOUS (tiARD) GR"Y SLIGHlU SANDY SILTSTONE-BANDED CALCAREOUS ( vun HARO) GRAD I NG GREEN I SH-GH'°"Y GRAD I NG L ICUIT REDD I SH Tl NT l!RUNSWI CK SHALE-DARK REDO! SH-BROWN* GRAY SLIGHTLY SANOY SILTSTONE NON-CALCAREOUS llROWN FI NE TO Mf:D I UM G RA I NEO SANDS IONE HIGHLY FRACTURED-FRIABLE (M£DI UM HARO) REOD I sH-llRDWN s IL TS TONE. SANDY Ar TOP (HARD TO VERY HARD) OCCASIONAL HIGH ANGLE FRACTURE REDO r SH-BROWN StiALEY SIL TS TONE (1iAllD) GRA\\ISH-BROWN PYRITIC FINE TO Ml'OIUM GRAINED SANDSTONE-SOME SILT (VERY HARD Rl!:DD !SH-BROWN SANDY SIL TS TONE GRADING GRAYISH-BROWN WI TH I NCL US IONS (VERY SAt40Y) PEBBLE ZONf r<EDLll :;11-ttHUWN-uR"Y f I NE GRAr NED SAND-STONE (HARO) or<AUfm:i MEDI UM finAINCO 1 N rERBc-fJDf:D s.um~ ro~JE AND s1 Lis ;oNF REDDISH-BROWN SILlsrONE (HARD) WITH CALCITE INCLUSIONS FEW CALC IT[ INCLUSIONS REDOISH-GR'°"Y FINE TO MEDIUM GRAINED SANDSTONE (HARO) rNTERBEDDEO S'°"NDSTON£ WI TH SILTSTONE ~ FEW CALCI 1E INCLUSIONS '-._CL'°"Y SFAM GRAY FINE TO' MEDIUM GR,.., I NED SANDSTONE (HARD) uR~FNI sH*,;HA\\ SH,..,LE,C,..,LC,..,R£0US (H,..,*w) RFOO I Stl-t~91tO'*N ~IL 1 S fONE (~tAnD)f FW CALCITE INCLUSIONS PEBllLI!: ZONE GRAY I SH.BROWN Ft NE GRAINED SANOS TONE (HARD) REDD I SH.BROWN SLIGHTLY SANDY SIL TS r ONE FEW SC,..,'T[REO INCLUSIONS (HARD) DE,.TH IN FEET
- 140, 160 100%
170 260 t I BORINS 1eo SHAL[Y ZDNI!: QR,\\DI NG SANDY Ill TH CLAY INCLUSION!> GR'°"O I NG SANDY LESS SANDY, FEW C'°"LCI TE INCLUSIONS FEW r.ALCITF. INCLUSIONS REDDISH-8ROWN 'D QRAY SILTY VERY FINE TO FI NE GRA I Nm SANOS TONE (HARO) SIL TS TONE LAYERS Gl!AOING Mf:DIUM TO COARSE GRAINED REDDISH-BROWN SIL s*oNE (HMI) FEW CALCI 'E STRINGER AND INCLUSIONS GRAD I NG S'°"NDY ClR,..,DING REODISH-GRAY1*Vl!:RY SANDY PE!!8LE ZONE PFB!'Lf ZONF LIGHT GRAY FINE 10 MEDIUM GRAINED SANDSTONE (HARD) SIL iY ZONE FEW JOINTS 111 TH STAINING REDD I SH-BROW'I SIL TS TONE I NT ERB EOOED WI TH RFODI SH-BROWN VERY F l'IE TO F'INE GRAINED SANDSTONE (HARD ro \\IERY HARO) SOMF. r.POSS BEOD I NG REDDI SH-llROWtl SIL TS TONE (HARO) FEW CALCITE INCLUSIONS GRADING LESS C'°"LCI TE INCLUSIONS GRADING SOME FINE GRAINED SANO-STONE LIGHT GRAY FINE TO MEDIUM GRAINED SANDS TONE (HARD) !!EDDI SH-f'ROWN SIL I STONE (H,..,RD) F£W CALCITE INCLUSIONS GRADING SOW: SANDSTONE llORING C~Lnrn ON 10-22-69 Wl>ffR LfVEL NOT RECORDED a.ow O~T 8~ !'II 125 !'II IO RO 30 40 50 60 70 ao so IOO llO BORINS 1S1 ....... Altantlll $Ya.ot6 REDDIS11-AROWN FINf TO MfDIUlil GH,..,INED SANDY SILT (MEDIUM SflFF TO STIFF) BRUN SW I CK SHALE
- REDD I SH-llROWN FI NE TO MEDIUM GRAINED SANDY SILTSTONE (HARD)
SHALEY ZONE G R'°"D I NG SANDY FEW CALCITE SfRIN8!RS GRADING VERY SAND> REDDISH.GRAY SILTY VfftY FIN[ TO,-INE GRAINED SANDSTON[-llMSSI VE (HARD) REDO I SH.GRAY SANDY SILTS' ONE (HARO) FElll CALCITE STRINGERS ClRAO I NG Vl!:RY SANDY GRAY VERY FINE 10 FINE SANDSTONE LAYER REDDISH-GRAY FINE SANDY SILTSTONE SHALE PAR' I Nii VERY SANDY ZONE GR'°"D I NG VERY SANDY WI I H SOME SAND* S lONE GR'°"Y VERY FINE TO l'INE GRAINED SAND* STONE (HARD) SOME SIL STONE GRADING REDD! SH GR"Y VERY f I NE ro FI NE SANDS TONE WI TH SOMf nro SANOY s IL rs 'ONE LAYERS Rf 01; I sH-t'l<011r~ SltALE y s IL' s I ONE' (H,..,hD) uHAUI N,,, '1 Fttl SANOY Al\\JO UHA'r GRAY FINE GRAINED SANOS TONE MASSIV[ (HARO TO VERY HARO) WELL CEME'I IEO GRACI NG DARK 8ROlllN-fR I ABLE PEBBLE ZONE GREENISH-GRAY f'INE SANDY SIL fSTONE PEBBLE ZONE GRADING VERY SANDY-CiiRAY fEW SHALE P'°"RTINGS PEBBLE ZONE BLUI SH*uRAY SIL TS TONE LAYER REDDISH-RROWN TO GRAY SILTY \\IERY FINE
- TO FINE GRAINED SANMT9NE UYEP REDD I sH*sr.o~*N SIL TSTOt~E \\HARD)
GRAD I NG SANDY IN PART FEW r.ALCI TE INCLUSIONS AND STRINGERS FEW SANDY ZONES C'°"LC I TE INCLUSIONS CALC I T*E I NCLUSI DNS GR'°"Q I NG S'°"NDY BORING COMPLETED ON 10*22*Sg WATEf< LEVFL NOi RECRQDED IO 30 40 70 NOTES: BORINS 138 MlllRi<< Al..,.. + 122
- 4 I HIGHL \\
fR,..,CTURED AflUMSWI CK SHALE
- DARK RFD SIL TY SH~LE REODISH-GRAY,HICiHLY fRACTUR!:0 1 flN[
GR'°" I NED S"NDSTONE DARK f*EO SILTY SH,.LE (HAf10) ARI< K Hf.D, r IN[ (jRAI l!fD SMIUY SIL T~TOrJE (H,<.<iJ) RED Fl~IE r.RAINED 51.LTY SANDSTONE DARK RED, HIGHLY f'R,.CTURfD, SILTST0>1£ ~H/\\HD) F!ORING COMPLETED ON IQ*l*Sg W*Tt:H LEVF:L CJ 3k' Dtl 1()-211-E')
- 1. See notes on Figure 2.5-22, Sheet 1 for addition*! exp&*n*tion of logs.
- 2. For locmtions of borings, see Figure 2.5-20.
- 3. Logs pre.,.red by o..,,.. *nd Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOOI 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 RFDOl<;H-l'!ROWN SILTSTO~IF {H.'IRD) RPOWNISH-GP.A)' r-irl*1f r,n~~Nf"O TO MEDIUM Gr>A1r11 D SAl*JD'; *or1.~ (>!ARD) RrDD I sH-!lr<OWN s I LTSTONF (H,,RO) CAL c I TE Slf>JNGFR~ A~ID l"F*W IN<'L\\JSIONS P'l" llJ'l < lllALI T1 (l Oil 1*1-1(::-(;() 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 $TR INGE"'S <;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, <':1'0$5"r1E00EO. (HMO)
PrJJOISfl-l 1PIJWIJ SILTSTONE; SANDY IN PART (HARD) ~[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\\Lf": I Tf: 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 ~MINI°; T":OM*~ETED ON 10-21-69 WATEn LFVEL Ii ')()I ON 10-24-6<J. DEPTH IN FEET BORINC3 1eeA ,_!;~T..... -.
- -r:
IO
- o~""""
~,~,....... IO ~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 GFIAY 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 SANDS TONI': (HARD) RFOD I SH-BRO.-ri 51 L TS TONE (HARO) 801111\\li CDMPLfTEO O~J 10-23-9 Wt*Tfd 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 CllUl.tllC ~ SHEET 11 OF 37 FIGUREa.1!11
llE"11 I# FEET IO 10 ao /00 llO I.. 0 l"O l!O --- e I l!K>"9Ne 187 ...... AlttaTI0#+211.41 HtH!~IJ ',At!OY I l f\\Y, !OP ~OIL HnHJl'..Hi-f1H.1W~I r-1r1[ 10 Mt-"OIUM ~,A.,NUI" f'll\\Y.HC*( K' fllnJf.J,Wll' ,fl/,l.1 -111 IHJISll-111H1WfJ ~.11 I,;IOMI ',Ll'dlfl'1 '_jAIJ(J1 (v1*u*r H... l<tJ) RF.DOI 3H-BHOWIJ ~I NE liRI\\ I NED 51 LT' Sl\\ND* S TO!'.f Dl\\RK RFOO I "'-!!'IOWP<J Sl\\NOY s IL rs TONE (HAFHJ) 01\\f'K BROWN I/ER' JANDY SIL TS TONE (L IMOP<JI n:) NEDOISH-A><O"'N TO BRICK RED SIL1510NF. M~:*~IVI" REDDISH-B<<OWN F"INE Gll~INED VEliY S/\\NDY SIL TS TONE (vrnY Hl\\RO) ,,.llK B*IOY,N i OAR SE GRl\\I NED SANDSTO~*!f SLliiHTLY ll'IF"ATHEfffO(tt/\\HD ID VFl.Y WldO) HfODt 5H-hf*O,,.r1 S1LTSTOrJE-Mfo'.::.i~1vr. \\V.IJ'< THI Ii f*L* I TF SF MAS H£DDISH-p:1cMJ FlrJ[ Gl~.AlrffD ':J/,fH.J~rOfJF Fill fHLf (111\\RU) D~~K i*E~ SH/\\LEY SILTSTONE RfDDISH-~"OWN VE<<Y SANO' SILT5TmJE (vEc) HrflD) Mf\\~SI Vf O,A.1..:K dEC*DIStrAHOWN Flr'J[ liflfol'~FD SPJD-sr:iw (VF<<Y H~rio) R£0GISH-f-i,'(ONr-J VERY SArJOY SIL T~TOr'f (vf:.y HA* J) '.~ASSIV[ '-f1:£fH~~~!-Tgf~~~y S~~!~r)NE 'H-S51V~ G:;iADlrJG 1JE~Y S1~~JOY '\\. l<fDD 1 sH-;i, Ol\\rJ s 1 L n sMJOSTO'ff (*n"' 11~.. o) <<fD SIL fSTOIJE (t1ARO) '~roo1sH-H**0:1r, S'LT'l S!INDSTJr:~ (vt* ) 11;... *r) P1*0WN ro ()1\\f,) t,W[11lfM.;.:/*H!rO SANO:jTON(" (Hl\\11n) -llEOOl:;H-"llOWrJ SILT:STONt: (H~t.D) <lAAY-l'ICDD I SH*Bf10111N 3 IL I Y - 11'_- l.RA I I.ED SAt,DS TOI;[ (k11Htl) GRAOIWi Mf!llUM r::i~At~rr ~f:COI 'iH-81'0WI. SIL TSTOl'f (H~l<O) !IROWl.ISH-GRl\\Y FINE GRl\\IP<JED TO Mf DI Uf.I "RI\\ I NED 51\\"DS'TONf Glll\\Y-RfODISH-BROlllN SILTY vrR' F"INf Gl~l\\INFD Sl\\NOSTON[ IP<JTfRflFDDro WI TH RI-DD I ';><-trnOWN 51 LT STONE (Hl\\RD TO VEflr Hl\\kO) REDO I SH-~ ROWN 5 IL IS TONE (HMO) BORING COMF'LfTfO ON 10*10-(g 1.ATI" u*vrL (ul 110~ 1 ON I n-::*1-c* DEPTH IN FEET
- I
&OW CO(Jltlr 0 -* -- ~o ,0 70 ao IOO llO BORINe 1ee ....... A6wnoll+IE9."° 1
- wr.o
- Rfl)UI <;H-AhOllll<
~l\\P40Y Sil T SOFT or OMl'OSI () l<fO[) I SH-ltROWN y[RY SANDY SIL fSfONf SHAll.RFDOISH-fHIDlllf'j lil[Olutlll SMJOS ro~J~ (HAND) SIL TSfON[ (ME:Olutil HARO) H[DOI SH.HllOllli; SIL TY FINE GR,llNED SM<DS TON£ (11,lllD) f<EDD I SH-llllOlllN f I NE S"NDY SI l TIT0'-1[
- VfHY MASSIVf (vERY HARO) i*fDOISH-t!ROWN SILTY FIME GR,llNCD S,llJDS TDIJ[ (VERY H,lHQ)
- EDDI SH-!!ROWIJ 51\\PJDY Sil TS TON[
1<1*.K ~fD THlllLY ll£CDED F"ISSll,. SHl'l[ (SOFT TO MOO[l<ATEL Y H/oRD) l*U<OW*1ISH*11Eo SANDY SILTSTON[ (y[AY0 H/* 1 ~0) S>t~l n DARK REOOISH-flROllll'J fl'-1[ GAl'INl'.D SANDY Rf bb~ ~~!.~~~Jiv~~~ T~,.~~1r GAAi NED SM/OS ION[.Sl ICiHTL Y FRI A~L[ {HAllD) LIGHT B*~OWNISH-GRllY Vff>Y SANDY SILT* STOUl (HM<D) REDOI SH-SROWN SIL TS TONE 50ME ll'NOINO LIGHT BROWN I SH.GRAY Flit[ GAAi NED VEAY SANDY SILIS TON£ (HARO)
- '.,RACING Lll>HT GRl\\YISH.llAOlllN SILTY Fi.IE TD COARSE GRl\\11\\ifD SANOST0'-1[
(v.,'IY HARO) S/\\,!DY Sil TSTOt.C li~,t,OING ~H,t,L(Y CiR,t,D I NG Ml\\SS I VE GRl\\01 NG "UR"L I SH.R£0 REDOI SH-GHl\\Y SIL TY FIN[ GRl\\IN£0 SAND* STO"JE (vEAY HARO) GRAOl~~G '-IEDIUM TO COARSE iiRAIN£0 G;Rl\\0 I ~JG f I NE CiRI\\ I NED liRAOING "'EOIUM TO COARSE li!IAINED SOME CLAY F" I LL ED VUGS G RAO I N'J BL U I SH-GRAY F" I NE TO M[ 0 I Ulol C:.Rl\\ I NED SANDSTONE (HARO) GRACING "'~OIUM TO COl'RSE GAAINED SLIGHTLY WEA THER£0 CiRl\\OiNG FIN£ GRl\\iillED RFODISH-l!ROWN FINE GRl\\INED
- l<!~DY Sil TSTO'<f (vERY HARO)
G~,t,Ol~1G eROlllN SILTY F"INE GRAINED Sl\\NDSTOrJf <~un Hl'RD) H[iiOI Sn*BtfO"" ~ INE 1.U<llltiiO SANO' SILTSTOl';E 1111 TH SOM£ Sil TY F fl<[ GR,t,I NED SANDSTONE (HARD) !I OR I NG COM"L fTE 0 ON I 0-10-9 if,t,TER LEVEL ~IOT RECORDED IJE~TH I I# FEET llORINe 1eg llllfl'M2 Alwnoll + 174. 4 I COUNr 1r~*
- /lllllrlOI#
0 ----- -~~---------- IO 10 ,0 "o !O 60 IOO llO 130 flllUNSWILK St"Ll.REOOISH*i.r<OlllN SIL 1 WI TH '.ili,t,1. I F HllC..MrNTS
- illl\\\\ I :;11-1111owN, wrl\\ THERro. Ml DI lJU 1,1111INt0 S/111D',,uflf(MOU[RlllFLY,Hl\\HO)
<<EDO 1 '<1-BHOWfl SI l TSTONf (HARD) GRl\\YISH-flROWN VERY F'INf GRAINED TO FINF GRl\\ I NED... ND~TONE (HAl<O) £,fll'Drs TO VE ~y ""f GHl\\INEO SILTY S,t,NOSTONE RfODI s11-E1ROwr1 SIL, TSTONE (HM*D) l<l DD I SH-F!llOWN TO F!ROWN F" I NE GR/\\ I NED . Sl'NDS IONf (HARO) HFOUI SH*~~OWN SIL TSTON[ (HARD) GRllYISH-F!RO... FINE CiRAINEDlollCl\\CEOUS Sl\\NU1 TOPJE (MOO[ RA THY Hl'RO) REDDI S'1.!!HOWN 5 IL. TSTONf (HARO) HfDDI SH*BROlllN FINE GRAINED $1\\NOSTON!: (1tl\\HO) HEDDI SH-BROWN Ml\\5511/E SIL iSTONE (Hl\\Ro) SIL TY Sl\\NOSTONE Ill llDl,~t-f'TIOlllN SIL TS TONE INTEIH!EOOEO /\\ T TOP REODISH-!!ROlllN SILTSTONE (HM!D) G RI\\ YI SH-!IROWN FIN£ GR/\\ I NED SANOS TONE (Hl'RD) REOOI ~H-8kOrµ< S'L TSTONf (HARO) GR,ly, REOOISH.8RDWN vfRY FINE GRAINED SIL TY SANDSTONE (H.. RO) ><EDD I SH-flROWN 5 1 lli TOME (HARO) GR(:;H~)DOI SH !!RO*~* s IL TY snmsTONE '<t:UOl :.H*t1HOW" :ill TSTOI*( (HAilD) GRllY, RfODISH.OROlllfN SILTY VERY rlNf ~"'°'"fD $1\\NDSTONE (H... ID) REOOI S'1-!!AOlllN SIL TS*TONE (HARr.) GR,t,O I NG Sl\\NDY GRADING TO MEDIUM GRl\\INEO !!OH I NG COMPL F:TEO O" I 0-14-69 WATER LEVEL "IOT RfCOHOED DEPTH IN FEET RO !O-i BORING 201 $Ul#'M:E AltlATIOlt +160.51 FEW ROCK FRAGMENTS GRADING WI TH MORE ROCK FRAGMENTS TOP OF' ROCK @ 6~ 1 BRUNSWICH SHALE \\_,REDD I SH-BROWN SANDY SIL TS TONE (MEDI UM HARD) WEATHERED TO 10 1 SIL TS TONE BE COM I NG HARO AND UNWEATHEREO WEA THE RED ANO SLIGHTLY DECOMPOSED IN 3 11 ZONE@ 16 1 SOME HAIRLINE CALCITE FILLED BEDDING JOINTS SLIGHTLY WEA THE RED* LAYER OF VERY FINE-GRAINED SANDS TONE F'ROM 281'-2<1 I GRAD I NG LESS SANDY SLIGHTLY WEATHERED @ 34 1 GRAD I NG WI TH SOME FI NE SANO GRADl'NG WI TH LESS SANO
- o-~... --......
GRADING TO REOOI SH.BROWN SIL TS TONE WI TH CALCITE FILLED BEDDING PLANES LEl#TN 0, COii£ llUlll,. ~EllC£11/T 11£Ctw£1W A/tlD II. 0. D. NOTES: BORING COMPLETED ON 3-6-70 CASING TO 60 1 WATER LEVEL NOT fAKEN 300-LB
- HAMMER DROPPED 24 11
- 1. SM notn on Fiture 2.5-22, ShHt 1 for lddition*I txs*Mtion of logs.
- 2. For loc.tiona of borings, Ml Figure 2.5-20.
- 3. LOii prepwed by DllMI Ind Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GR#HICLOGI SHEET 12 OF 37 FIGURE _p.zz
.~,.,, Iii FEEr I: I BORING 202 +I'.//. 2' CLAYEY SILT WI TH ROOTS REDDISH-BROWN CLAYEY SILT GRADING WITH ROCK FRAGMENTS TOP OF ROCK@ 7 1 BRUNSWICK SHALE REDDISH-BROWN SLIGHTLY SANDY SILT-STONE - MEDI UM HARD " BROKEN AND SLIGHTLY WEATHERED TO I~' GRAD I NG TO MEDI UM BEDDED TO MASS I VE SILTSTONE, HARD SLIGHTLY SANDY FROM 27~ 1 TO 28' GRADING THINLY BEDDED AND WITH CAL C I TE S TR I NG ER S FROM 41 I TO 4 3 I GRAD I NG TO MASS I VE SIL TS TONE
- o-~.... --..
BORING COMPLETED ON 3*10*70 CASING TO 10 1 LE*TH ., COllE ~llCCllT ~,,,, MID lf.-0. llE~rH It: FEEr WATER LEVEL @ 300-LB* HAMMER @ 24" FALL NX DOUBLE TUBE CORE BARRE_ BORING 208 $tll#9llCE Al.. TIOll + 122 I &IM COUNr $Yl#OL$ () 17-11 ---.-~RE~D!""!D!""l"'!'S.. H'!'.B!"'R!""!O!"'W--NlllOICLlllA.. Y".!ElllYlllOIS*I L*T~W*l'!'TlllH*R~O~O~T~S 29 II IO 62 II 70-Ll*TH ., COllE HllCCllT ~,,,, M# lf.-0. ML TO 1 1 GRAD I NG WI TH ROCK FRAGMeNTS TOP OF Roe-:@ 12~' A RUN SW I CK SHAL F REDD I Sf-'"GRA v VERY FI NE"G RA I NED SANDSTONE "MEDIUM E'EDDED WI TH LOCAL SI l TS TONE LPYERS ("A" SA~JDSTONE) REDD I SH"RROWN SLIGHTLY SANDY SIL TS TONF MASS IVEL Y AEDDfD, HllRD BOR' NG COMPL F r~,o ON,-2-70 CASING TO 12 13 WATER LEVEL 140-LR* HAMMER@ ~0 11 FP' L NX OOURLE TURE CORE r.i,o..PRfL DEPTH IN FEET BORING 211 cfll:r $YMMJLS () ~ ---.-*R!""!E!""!D... D.l.. S*H-~B!""!R!""!OlllWN~.. CL.A111Y"'!'ElllY~S!""IL*T!"""W~l.. TH"'""""Ro""c111K.. R() ~() 40 60 ~UliE::=:J LC,,.TH "'CO/IE
- lfllll,
~£/llCEllT lfCCOflElfY A#D lf.O.D. FRAGMENT TOP OF ROCK @ 51 BRUNSWICK SHALE BROWN SIL TS TONE-MED I UM HARO BUT WEATHERED AND HIGHLY FRACTURED TO 30 1 GRADING WITH FINE-GRAINED SAND GRADING WITH LESS SAND GRADING LESS FRACTURED HIGHLY FRACTURED ZONE FROM 35' -37r HISHLY FRAC-,URED FROM 40' TO 50 1 GRADING WITH MO~E FINE"GRAINED SAND G RAY"G RE EN I SH SANDS TONE BORING COMPLETED ON 3-5-70 NO CASI NG USED WATER LEVEL 140-LB HAMMER @ 24 1 5" FALL NX DOUBLE TUBE CORE BARREL DEPTH IN FEET BORING 213 ()~ $Y.*~-M __ Ls..... ~R~ED~D~l~S~H~!~-R~/JE.~~-c~~~~~~~~\\""'!s~1~L~'~W~l~l'l'I"""_... POOl S 0 I iJ0°i*i~O% RO ~o 60-* LCl#TH OF COlfC
- lfUN,
,.ClfCE#T lfCCOVClfY A#D lf.O.D. !DP o= W[f-IHFPEC ~O'K *r 4' P'lLINSWI~"< SH~LE ~FDDI sH-r-;qOWf\\ 1 s IL 1 '3 *0* 1f HI JHLV W[flTHFPrD .i:-~~o 11 1 ~TG ~_i RP. IJ I '0 Hf.PO r
- '- f D JRf.l'ISH-r*-OW~ F 1--.\\. r1f Sf-0S 1 0" 1F Hl'3~L'
-:-;-;A' 'l RFD ::-....,OM ~~ 1-1 !0 2'7~ 1 THlf'J LA"TF:R O~ GREEr\\.' SHA.LE PORING c 0..,,PLE Tf D 0 2-2r:-7Q -fa51N3 '0 11 1 WATt~ LE\\IFL (j 21-9" ON ~-3-70 14,'l-LP* H,LM~1t:::: r; 30" ~/>LL '\\Y rOG'F r.f.F~fL LSFD DEl'Tlf IN FEET BORIN0 214 ~ $YMMJLS 0 ----------*w*c*,*,*R _____________ 40-- LEl#TN OF COlfE /IUll, ~ElfCEllT lfCCOVCllY A#D 11.0.D. DEPTH i= IN FEET a.ow RROWN FI NE TO COARSE SAND WI TH COARSE 3RAVEL AND COBBLES IDP OF ROCK AT 12~ 1 P'HINSWI ~K SHALE Pf DD I SH"E\\ROWN SIL TS TONE " WEA THE RED MW LIGHILY FRACTURED TO 22*'
- f'PD I NG WI TH FI NE SAND GrlAC I f\\/S Wl TH LESS SAND
"'iRFoNISH"GRAY SH.ALE"PARTLY WE.ATHERED P'ID FRACTURED POP I NG COMP LE TED ON 4*1 *70 ~?SING TO 12~' 140-LP* HAMMER (:jJ 30" FALL NX DOUBLE TUBE CORE f'ARREL BORING 21~ () COl/Nr IYMMJLI ~10~11 !'-M_L_.... G~R~A~Y~C~LA~Y~E~Y~S~l~LT~W~l~T~H*O~R~G~A~N~l~C~M~A~T~T'E~R TO Ii' EiB 11 77 " /0 92 70-LE,,.TH °' COii£
- lfllll,
,.EllCEllT HCWEllY AND lf.-0. ML REDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS AND OCCASIONAL SAND POCKETS GRAD I NG WI TH MORE ROCK FRAGMENTS TOP OF ROCK@ 15 16" BRUNSWICK SHALE REDD I SH.BROWN SIL TS TONE - HIGHLY WEATHERED AND FRACTURED TO 32t 1 GRADING SLIGHTLY FRACTURED GRAD I NG HIGHLY WEATHERED AND FRACTURED FROM 46 1 TO 52t 1 REDD I SH-BROWN SANDS TONE " HllRD WI TH A FEW FRACTURES SECONDARY WEATHERING FROM Ei2~'-65 1 SOR I NG COMPLETED ON 4-E*7Q CASING TO 19 1 WATER LEVEL@ 300-LB* HAMMER@ 24" FALL NX DOUBLE TUBE CORE BARREc DEPTH i= IN FEET BORING 216 $llllFM:E Al.. TIOll + IE31 =. IYl#Ot.$ 0 21 !I ---... "'""111R... E... D.. D.l.. SH111-!"'B... R... O*WN-C111L*A*v""E*Y*s*1*L111r----- LC*T'N 0, t:OllE ~Cf/ICC/IT HCWCllY AND lf.-0. NOTES: GRADING WI TH ROCK FRAGMENTS TOP OF ROCK @ 91 BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS TONE SLIGHTLY WEATHERED TO 231 GRADING TO LESS SANDY REDDISH-GRAY TO REDDISH-BROWN FI NE-GRAINED SANDSTONE REDD I sH-BROllN SIL TS TONE REDD I sH-GRAy CROSS-BEDDED SANDSTONE REDD I SH.BROWN SIL TS TONE BORING COMPLETED ON 3*4*70 CASING TO 10 1 WATER LEVEL @ 30 13" ON 3-5-70 140-LB* HAMllER@ 3{)" FALL NX DOUBLE TUBE CORE BARREL 1. See notes on Figure 2.5-22, Sheet 1 for Mtdition*I expl8"8tion of logs.
- 2. For loe1tions of borings, see Figure 2.6-20.
- 3. Logs prePlred by D*mes 8t1d Moore.
LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT CMAl'tllC&.881 SHEET130F37 FIGURE I.la
llEl'TH ,,, i BORING 217 FEET IO
- o-*
Ul#rll tlF COii£ HllCE#T llft:fWEIW MllJ 11.0.0. GRASS ROOTS TOP OF ROCK @ ABOUT 5 14 11 BRUNSWICK SHALE REOO I SH-BROlllN SIL TS TONE BADLY WEl\\THERED AND FRACTURED (27 1 4 11 TO 2gr 4 11 ) BADLY FRl\\C TURED JO I NTS AND VERTICALS (34 14 11 35 14") GRl\\D I NG WI TH MORE FI NE-GR A I NEO SAND (44 1 TO 48 14") BORING COMPLETED ON 3-1g-70 NO GAS I NG USED WATER LEVEL NOT RECORDED 140-LB* HAMMER @ 30 11 FALL DEPTH 1 BORING 218 IN FEET &OW O ~r ~YM<<JLI RO 30 ---.iiiriiiil---- LEl#rll OF COllE 111111. ,.£/ICEllT ll<<OWIW MIO 11.0.0. WATER BROWN FI NE TO COARSE SAND WI TH COAF'SE GRAVEL AND COBBLES TOP OF ROCK AT 7i' BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE-HIGHLY FRACTURED AND WEATHERED TO 2(}i 1 GRADING LESS WEATHERED AND FRACTURED BORING COMPLETED ON 4-1 3-70 CASING TO 7i 1 140-LB* HAMMER@ 30 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH IN FEET 40 BORING 220 Ml/llflt:6 AIWnOl1 +I 72 I RECD I SH BROWN CLAYEY SILT TOP OF ROCK AT APPROX* 4 16 11 BRUNSllll CK SHALE REDO I SH-BROlllN SIL TS TONE HIGHLY WEATHERED AND FRACTURED 5 1 TO 13 1 GRADING WI TH FINE-GRAINED SAND LIGHT GRAY-GREENISH Sl\\NDSTONE ( 11 A 11 SANDSTONE) (MEDI UM HARD) REDDISH-BROlllN SILTSTONE WITH WEATHERED ANO FRACTURED 8-Jo I NTS AND VERTICALS 36 1g" TO 3gr GRADING WI TH FINE-GRAINED SAND
- 0---...............
GRADING WI TH LESS SAND BORING COMPLETED ON 3-2-70 CASI NG TO I 0 I LEl#Tll f>' COii£ 111111. Hllt:EllT llD:Ot!EIW AllO 11.0.0. 30 40 60-- Lll#T# "'CO/IE 111111. Hllt:lllT /llEt:tWEIW AllO 11.0.0. WATER LEVEL @ 36 1 ON 3-5-70 140-LS* HAMMER@ 30 11 FALL N)( DOUBLE TUBE c;ORE BARREL BORING 221 $11111'AC6 Al.. '10#. + I 16. 71 REDDISH-BROlllN CLAYEY SILT WITH ROCK FRAGMENTS TOP OF ROCK AT 6 1 BRUN SW I CK SHALE REDD I SH-BROlllN SIL TS TONE SLIAHTLY WEATHERED TO llt 1 VERY FINE-GRAINED REDD I SH-GRAY SANDSTONE GRADING TD AND BECOMING VERY FINE-GRAINED REDDISH-GRAY SAND"!TONE REODI sH-BROlllN SIL TS TONE BE COM I NG MED I UM BEDDED GRAD I NG WI TH SOME VERY FI NE SAND BECOMING MEDIUM TO THICK BEDDED GRADING WITH SOME FINE-GRAINED SAND BORING COMPLETED ON 3-4-70 CASING TO 11 1 WATER LEVEL II T 140-LB* HAMMER@ 30" FALL NX DOUBLE TUBE CORE BARREL /JEl'TH i IN BORING 222 Ml/llflt:6 AIVITIO# + I~ I FEET -- 0 t:OUl/r IY19<<1 40-Ll*Tll f>' CO/IE 111111. HllCE#T llD:Ot!EIW AllO 11.0.0. DEPTH IN FEET = I -- 0 COUNT IYM<<Jl.I 3 l!I
- OL 4
8 ,08/6" 111 111 100%-3% RO-~'"" 70%-20% TO-- LE*rN f>' C0/1£ 111111. ,.£/ICEllT llECtWEIW AllO II. 0. 0. BROWN FI NE TO COl\\RSE SAND WI TH COARSE GRl\\VEL !IND COBBLES TOP OF ROCK l\\T I li1 BRUNSWICK SHl\\LE REDDISH-BROWN SILTSTONE - lliE"THERED AND HIGHLY FRl\\C TUR ED TO 26 1 GRADING LESS WEATHERED /\\ND WI TH FINE-GRAINED Sl\\ND BOR I NG COMPLETED ON 3-22-70 CASING TO 11 1 140-LB
- HAMMER @ 30 11 F Ill L NX DOUBLE TUBE CORE BARREL BLACK RGANI FI NE SAND GRl\\OING TO BROaoN IN COLOR TOP OF ROCK@ 8 1 10 11 (,.PPROX*)
BRUNSWICK SHl\\LE REDD I SH-BROWN SANDY SIL TSTO'IE HIGHLY FRl\\CTURED Jr..LONG BEDDING PLANES & VERTICALS (I I' TO 21 1) 111 TH IN LA YER OF REDD I SH-BROWN CLAYEY SILT l\\T 23 1 3 11 BADLY FRl\\CTURED JOINTS AND VERTIC,.L (30 1 TO 42 1 ) GRAD I NG WI rH !<<>RE F I NE-GR/\\ I NED SAND (55 19 11 TO 61 1 ) BOR I NG COMPLETED ON 3-6-7() CASING TO 11 1 WATER LEVEL@ ON 3-10-70 140-LB* HAMMER@ 30 11 Fl\\LL NX DOUBLE TUBE CORE BARREL 21 IO ~-50
- o--
Lll#Tll f>' COii£ /NII. Hllt:lllT ~,,., AllO 11.0.0. NOTES: BORINC!I 228 M"""1<< Al..,,,. + 172. 7 I REDD I SH-BROWN CLl\\YEY SILT WI TH !'IOCK FRl\\GMENTS TO~ Of ROCK l\\T 6 1 BRUNSWICK SHllLE REDO I SH-BROWN SLIGHTLY Sl\\NDY SIL TS TONE REODISH-GRl\\Y FINE TO MEDIUM-GRl\\INED Sl\\NDSTONE REDD I SH-BROWN Sl\\NDY SIL TS TONE - Hl\\RD MEDIUM TO THICK-BEDDED REDDISH-GRl\\Y FINE TO MEDIUM-GRl\\INED Sl\\NDS TONE REDDISH-BROWN SILTSTONE BORING COMP LE TED ON 3-24-?Q CASI NG TO 1314 11 WATER LEVEL@ 140-LB* Hl\\MMER@ 3() 11 Fl\\LL NK DOUBLE TUBE CORE Bl\\R!'IEL
- 1. See notes on Fifure 2.6-22, Sheet 1 for eddition.i 1xpl.n1tion of logs.
- 2. For loe1tions of boring1,... Figure 2.5-20.
- 3. Logs pr11*9d by Dtmn Ind Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT Gil#HIC Loral SHEET 14 OF 37 FIGURE,.-..
OEPrH IN FE Er BORING 226 ~ El.Z.. T/0#+117.0' ~= SYl!IM>LS D£$C1'/PTION$ 0 4 1!'11 GRAY AND BLACK CLAYEY SILT
- SOFT 7
1!'11 ML-OL 2g 1!'11 10 'J3%-l 5 20 66%-50 60-* LEl#TH OF CO/IE PEllCENT HCOVEll'f AND 1'.Q.D. DEPrH
- 3 IN
~ FEEr ~ 6LOW COUNT 0 7E -. 10 - 40 I !JG;~-20% 50-60 10 60-* LEN~TH OF COllE llUN. PERCENr RCCOVEllY AND R.O.D. ML 'rcDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS - FI RM [)P OF ROCK AT gr ,,,UNSWI CK SHALE REDD I SH.BROWN SANDY SIL TS TONE - TH IN TO MEDIUM BEDDED VERY FINE-GRAINED REDDISH.GRAY SANDSTONE
- MEDI UM BEDDED REDDISH-BROWN SLIGHTLY SANDY SILTSTONE MED I UM BEDDED BECOMING MASSIVE GRAD I NG WI TH SOME VERY FINE-GRAINED SAND SAND GRAD I NG OUT BORING COMPLETED ON 3*16*70 CASING TOA DEPTH OF 13 14 11 WATER LEVEL @
140-LB* HA""4ER@ 30 11 FALL NX DOUBLE TUAE CORE BARREL BORIN0 227 SURFACE ELE'.flfTION +202' SYMBOLS ML-GP DESCRIPTIONS qEDD I SH-PROWN CLAVEY SILT WI lH ROCK i=-RAGME:.NIS "OP OF ROCK AT 4 1 PRcJNSWI CK SHALi:: RFDDISH-PROW~ SIL *sTONE, 0 ADLY WEA I HE RED Ar\\JO
- -RAC l LJREO CJ I j 1 SLIC;JHTL\\
WEAIHfRf-.0 10 lql S TO~E i=-R=:QU!:f\\ "'." HI GH-ANGL:::D JO I NTS J0fl\\JIS ~ECOMlf\\JG H!:::_ALEC WI TH CAL( I lE REDDl5H-G"A' 5AN:JY SILrs-oNE REDCl5H*G~AY MEDIU~l-GRAl~JED 5Al\\DS.0NE ~CDDISH-PROW~J SANo*r SILTSTONE OfDDISH-cl,OWN SLIGH<LY SHALY SILTS'ONE LOCA.LL' SLIGH LY WEATHERED Al\\D MFDILJM HARD 0.ECOMING LESS SHALY t<E"COMING SLIGHTLY SP..~JDY GRAOI \\JG WI TH LESS SA~JO ~Q DEGREE SLICKENSICES@ 50 1 RORI ~JG COMPLE TEO Qr' )*5*70 CA s I NG TO I 0 I WATER LEVEL NOT MEASURED 300-LR* HAMMER (aJ 24 11 FALL NX DOUBLE TUBE CORE BARREL DEPrH IN FE Er BORING 228 ILOW COIJNT 5Ylil60LS 0 ~~
.---RE D*D*l*S*H~-B*Rm,0-.W~N-' *C-LA*Y*E~Y--S-IL*T~--------
DESC1'1PTION$ 60-* LEN~TH OF CO/IE /llJN. PERCENT llECOVEll'f AND R.Q.D. DEPrH IN FE Er 6LOW COllNT GRl\\DING WITH ROCK FRAGMENTS TOP OF ROCK @ 7' BRUNSWICK Sl-iALE REDDISH-BROWN SILTSTONE SLIGHTLY WEATHERED TO 16 1 GRAD I NG ~IASS I VE AND HARD VERTICAL FRACTURES FROM 34 1 10 37 1 GRADING SLIGHILY 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 BORIN0 231 Sl/RFACE ELE.. TION +216 I SY///llOLS DESCRIPTIONS 0
~--.-t'l""""P-~-.~BR~O~WN~'~~~~""'i!!l""!!'l"l"~!'l!"""I!!"!'\\!'~~ 31 RE~~~ s:~~:~w: ~~:~~~Ls IL T 6'~%-0 GRADING 0 WI TH MORE ROCK FRAGMENTS ,ao%-l I 'OP OF ROCK AT 81 BRUNSWICK SHALE 20 10-- LEN~TH OF CO/IE lllJN. PERCENT llECOVEllY AND 11.f,J.D. REDDISH-BROWN SLIGHTLY SANDY SILTSTONE
- MEDI UM HARD TO HARO, WEATHERED AND F RAC TUR ED REDDISH-GRAY FINE TO MEDIUM-GRAINED SANDSTONE RED:JI SH-'lROWN SIL TS TONE -
HARD 4 ZONE OF SOFT CLAYEY SI L1 @ 31 1 GRAD I NG WI TH SOME FI NE-GR A I NED SAND SAND GRAD I NG OUT GRADING WITH SOME VERY FINE SAND EORING :OMPLETED ON 2-ICJ-70 CASING TO 10 1 WATER LEVEL @ 51 1 ON 2-2)-70 300-uo. HAMMER @ 24 11 FALL NX DOUBLE TUPE CORE BARREL DEPrH IN FE Er 20 30 60 80 90 JOO 110 120 130 140 150 LEN~TH OF CO/IE lfiJN. PEllCENT llECOVEllY AND 1'.0.D. BORING 229 DESC/f/PTIONS REDDISH.<1ROWN CLAYEY SILT WI TH ROCK FRAGMENTS TOP OF ROCK AT 5 I BRUNSWICK SHALE REDD I SH.BROWN SANDY SILTS TONE SLIGHTLY WEATHERED AND FRACTURED TO 11 1 GRADING WI TH CALCITE BEDDING PLANE STRINGERS SLIGHTLY WEATHERED FROM 161*171 GRAD I NG MASS I VE AND VERY HARD FRACTURED FROM 31tr-34r GRAD I NG WI TH SOME VERY FINE-GRAINED SANDSTONE VERY FINE-GRAINED REDDISH-GRAY SANDSTONE REDD I SH-BROWN SLIGHTLY SHAL Y SIL TS TONE REDDISH-GRAY FINE TO MEDIUM 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 GRAD I NG WI TH LESS SAND FI NE.GR Al NED REDD I SH-BROWN TO REDD I SH-GRAY SANDSTONE REDDI SH.8ROWN SIL TS TONE
- MEDI UM BEDDED DEPTH IN FE Er aLOW BORIN0 229 COf.INT SYMaOLS DESCRIPTIONS LENGTH OF CORE RllN.
PERCENT RECOVEllY AND R.O.O. NOTES: GRADING WITH FINE-GRAINED SANDSTONE AND BECOMING MORE MASSIVE GRAD I NG TO VERY SANDY FINE-GRAINED REDD I SH-GRAY SANDSTONE
- MASSIVE ("A" SANDSTONE)
GRADING TO GREEN SANDY SIL TS TONE REDDISH-BROWN SANDY SIL TS TONE BUR I NG COMP LE TED ON 3*24*70 CASING TO 20 1 WATER LEVEL @ g3r4" ON 4-g-70 300-LB* HA""4ER@ 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
.,,.,, i ,1'T 80"9NC3 230 .-.mcir.,,..,,. +217 1 0 COU#T .,...~
- .... ~~~~--'#1111'"!"~-r.-:.a _____ _
!!ROWN CLAYEY SILT IO 160 150 LEH TN OF COllE /#EllCEll1 "'"1WIW ,.,,. 11.*.. .l'IEDOISH-!!ROllN CLAYEY SILT WI TH ROCK FRAGMENTS TOP OF ROCK 0 6 1 BRUNSlll CK SHALE REDDI SH-!!ROWN SIL TS TONE EDD I s+i-!!ROllN FI NE TO COARSE-GR A I NED SANDSTONE - MEO I UM HARD AND 111£ATHERED REDDISH-BROWN SIL TS TONE GRAD I NG SLIGHTLY SANDY
- SANDSTONE REDD I :SH-BROWN SIL T:S TONE 211 LAYER OF DECOMPOSED SIL TS TONE AT 58I REDDISH-GRAY FINE TO MEDIUM GRAINED SANDSTONE (HARD)
REDDISH-BROWN :SILTSTONE (HARD) REDDISH-GRAY FINE TO MEDIUM GRAINED
- SANDSTONE (HARO)
REDD I :>H-BROllN :SIL TS TONE (HARD) GRADING SLIGHTLY SANDY LOST CIRCULATION AT 124 1 GRAD I NG 111 TH LESS SANO DEPTH 1 IN FEET BORING 230 COCl#T IY.aL$ 1*0-LE*Tlt °'COM llUll. Hllt:EllT ""°"'IW MIO II. 0. 0. DEPTlf 1 IN FEET LE,,.Tli 0' COii£ 111111. ~£/ICE/IT llECOVEIW AllO II. 0. D. REDD I SH-BRUllN llERY f I NE-GRAINED SANOS TONE REDDISH-BROWN SLIGHTLY SANDY SIL TS TONE SLIGHTLY SHALY BETWEEN 1821 AND 183 1 BORING COMPLETED ON 2-18-70 CASING TO 101 WATER LEVEL 0 I 071 ON 2-18-70 140-LB* HAMMER I 30 11 FALL NX DOUBLE TUBE CORE BflRREL BORING 232 BROWN CLAYEY SILT WI TH ROCK FRAGMENTS AND ROOTS GR AO I NG DENSER fl T 3 1 GRADING WI TH t.AORE ROCK FRAGME'NTS TOP OF ROCK @ 51 BRUNSWICK SHALE REDDISH-BROWN SANDY SIL TS TONE WEATHERED AND PARTIALLY DECOMPOSED TO gr-6 11 SLIGHTLY WEATHERED TO 18' HA I ALI NE JO I NTS PARTIALLY CALCITE FILLED GRADf NG WI TH LESS SAND VERY FINE-GRAINED REDD I SH-GRllY SANDS TONE WI TH TH IN CAL CI TE HEALED JO I NTS BORING CGMPLETED ON 3-2-70 CASI NG TO 101 WATER LEVEL@ 12 1-8" ON 3-3-70 140-LB* HAMMER @ 30" FALL NX CORE BARREL USED DEl'TH C BORINC3 233 /fET I MJl#l'lltCI Al.. TIOll +225 1 OCOU#T IY~* 5 '""'!B~R'!l!'!'!lllN~C~L~A~Y~EY~S~l*L~T.... W~IT~Hllll!!A.. L~l~TT~L~E!""!F~IN!'!!'E 63 ML
- ~~; N~N~o\\;~~~~H~~R~:A:: ~H MATTER 68%-25%
/0 30 40 60
- o -...... liiim.._......
LE*TN 0, CO/IE llUll. ~EllCEllT Mt:OtlEIW A/llO II. 0. 0. K>RE ROCK FRAGMENTS TOf' OF ROCK @ 71 BRUNSll I CK SHALE REDDISH-elrnWN SANDY SILTSTONE WEA THE RED AND MED I UM HARD TO 8 1 SLIGHTLY WEATHERED TO 16 1 REDDISH-GRAY VERY FINE-GRAINED 'SANDSTONE REDDISH-BROWN SILTSTONE SCATTERED CALCITE BEDDING PLANE FILLING GRAD I NG 111 TH SOME FI NE SAND BORING COMPLETED ON 3-6-70 CASING TO 101 WATER LEVEL@ 131 ON 3-10-70 300-LB* HAMMER@ 24 11 FALL NX CORE BARREL USED DEPTH IN FEET BORING 234 RO 40
- o---i.._..__...
LE*TN 0, COllE llUll. ~EllCEllT MCWllW A/llO II. 0. D. REDO I SH BROWN CLAYEY SILT 111 TH A LITTLE FINE SAND AND WEATHERED .<JCK FRAGMENTS TO~R~~l~~C~l~H6~6~ ROCK FRAGMENTS@ 31 BRUNSWICK SHALE REDD I SH-BROWN SIL TS TONE - HI GHL y 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 TO 31 I -8 11 HIGHLY FRACTURED ZONE FROM 35 1 TO 40~ BORING COMP LE TED ON 2-27-70 CASING TO 101 WATER LEVEL @ 48 1-6 11 ON 3-4-70 140-LB* HAMMER@ 30 11 FALL NX CORE BARREL USED DEPTH IN FEET
- I --
COUNT O 12m 92 93%-7% /0 40 BORINC3 23!5 Mllll'M:6.,,...,,., +223 TOP OF ROCK AT 51 BRUNSWICK SHALE REDD I SH-llROWN SIL TSTONE*llADL Y WEATHERED AND FRACTURED TO 8 1 MODERATELY WEATHERED AND FRACTURED TO 18i 1 GRAD I NG WI TH SOME FINE-GRAINED SAND GRAD I NG WI TH LlSS SAND GRADING TO FINE-GRAINED SANDY SIL TS TONE GRADING WI TH LESS SAND FINE.GRAINED REDDISH-GRAY SILTY SANDSTONE REDD I SH-BROWN S_I L TS TONE GRADING TO ALTERNATING LAYERS 01'" SIL TS TONE AND SANDY SIL TSTON£
- 0-....................
LE,,.Tli 0, COllE llUll. ~EllCEllT 1¥COWIW A/llO 11.0.0. NOTES: BORING COMPLETED ON 2-23-70 CASING TO 6 1 WATER LEVEL@ 35 19 11 ON 2-24-70 300-L B
- HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL
- 1. See notes on Figure 2.5-22, Sheet 1 for additional explanttion of logs.
- 2. For loe11tions of boringa,... Figure 2.5-20.
- 3. Logs prepered by OMMI Ind Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGI SHEET 16 OF 37 FIGURE 2.a-22
DEPTH IN FEET BORING 236 SilRFAC"E ELE1'4TION + 2 13. 5 I DESCRIPTIONS c~'iY:r SYMBOLS () TO-. .:;.. ____,...oml!~~~~~~"":""'~~~~~O~R~G~A~N~l~=-- 42 20 30-40 50 LENGTH OF CORE
- RUN, PERCENT RECOVERY AND 11.Q.D.
SILT Wl~H ROCK PRUNSWI CK SHALE REDO I SH-GRA\\ VERY FINE-GRAINED SANDS TONE" REDDISH-8'<0WN SILTSTONE-SLIGHTLY WEA TH ER ED TO I)-!, 1 GRAD I NG MO~E MASS I 'JE ANC HARDER 3RADI NG SLIGHTLY SAND\\ E'ORING COMPLE"TtD ON 2-21-70 CASING TO 10 1 wnrn l_F'-JFL @ ON )-?-70 )00-LB* HAMMER 24 11 FALL NX DOURLE TU8E 20RE RARREL DEPTH ~ BORING 237 IN ~ SURFACE ELE1'4TION +2'3'3 1 FEET ~ DESCRIPTIONS c~'iY:r SYMBOLS 0 ~--.~""'"""!"---'T"'-!'!'R E~D~D~1"1s~H~B'!l'R~w:::IN~C~L.,A~Y~E"'Y~S~I L~Tr----- ML I() - 20 G RADIN~ WI TH ROCK FRAGMENTS 'OP OF ROCK@; 5 1 BRUNSWICK SHflLE REDD I SH-BROWN SANIDY SIL TS TONE WFATf-Jf~ED AND BROKEN TO ~~I SLIGHTLi WEATHE"RED TO 17 1 GRAD I NG VER" SMIDY 'lf-i'ADING WI TH LFSS SANO SLIGl-L' WEATl-'ERED ALONG CALCI 'E-FILLED 8EDDING JOINJTS '\\_ GRAD I NG 'IV I TH SOME FI NIE SAN CJ ~~I---..._ Rt DD I SH-B ~OWN c I N-E -GRAINED SANDS TONE 30 - 40 50 60-~-...... - LENGTH OF CORE
- RUN, PERCENT RECOVERY
'ND 11.Q.D. RFOOISH-RROWNI SILTSTONE WITH CA,_CITE-FILLFD 8EDDING JOINTS ClRAOING WITH VfRY FINE-GRAINED
- =ROSS~BEDDED SANDSTONE BORING 20MPLETED ON )-4-7=:
1
- PSIW3 TQ 1,iu1 TER LE\\/EL NY 1_QPE RARREL USED BORING 238 SIJRFACE £1.EIMTION +244 I SYMBOLS 30 -
40 60----......i............. __ LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
DESCRIPTIONS GRAJING WI TH MAN'! ROCK FRAGMFr..Jrs TOP o= ROrK Ar 4~ 1 RFDOISH-PROWN SANDY SIL'STONE SL I 3 H T L \\ WE A THERE D T 0 I 2 1 Gf-'A:JI NG WI TH LESS SflN:i SLIGHTLY WEAfHEREO NEAR BEODlr"G '-JO I N~S REDDISH-GRAY VERY FINl'-GRAINED SANC STONE REDDISH-BROWN SLIGHTLY SANDY SfLTSlONE GRAD J NG 1 0 MORE SANDY Ar\\:o LOCALL 'r DCCOMPOSCD RE DO t SH-G =iAY Fl N::: TO COfl, RSC SAr'WS :ONE REDDISH-BROWN SLIGHTLY SAND' SILfSTONf SOME S~ATTERED CALCITE HEALED .JO I NTS RORI NG ~OMPLE I lD ON 2-2')-70 -ASIN3 TO 10 1 WA'ER LEVEL@ 30 1 ONI 3-2-/0 ')()0-uo. HAMMER @ 2'+ 11 FilLL NY CORE BARREL LSE"D DEPTH f3* BORING 239 IN ~ SIJRFACE £1.EWITION +23g I FEET ~ 12 l"I BLOW O COUNr_;s~r:;~~~~oL_s__,,......... ~~~DE~SC~R~Z~P~Tf,~~~~~s~~~~ 1EDDISH-BROWN CLAYEY SILT WITH SOME n:O'..:K FRAGMENTS 10 20 30 -- 40 60----"-i........__... LENGTH OF CORE
- RUN, PERCENT RECOV{RY AND R.Q.D.
REDD I SH-ElROWN CLAYEY 51 LT WI TH ROCK FRAGMENTS A.NC SCATTERED LEDGES OF BtDRO=K TOP oc ROr-K AT 5 1 8Rt..;r\\3'ifv CK SHP.LE REDDISH-BROWN SANDY SILTSTONE REDDISH-GRAY FINE-GRAINlD SANIDSIONE SL I >HTLY WFATHFRFD TO I 0 1 \\. REDC I SH-BROWN SIL TS TONE SL I CKENSI DES @ 4':) DEGRlES SCATTERED HI 3H ANGLE CALCITE FI LLEJ ,101r\\ 1 S TO 37 1 REDDISH-GRAY FINE" TO MEDIUM-GRAINED Sf'NDS TOl\\:E REDDISH-oROWI\\: SAND' SILTSTONE REDDISH-GRAY VERY c I NE-GRAIN-ED SANDSTONE, VERTICAL.JOINTll'JG THROUGHOUT REDDISH-BROWN SANDY SILTSTONE PORl'JG OMPLETED ON 2-2E-70
- fl.S 11\\)1.::i TO I 0 1 WPTER LEVEL @ 34 1 ON ')-4-70
!i;Q-LG* HAMME"R @ 30" F/\\L*_ NY DOUBLE TUBE CORE BARREL BORING 240 DEPTH ~ IN ~ FEET ~ SURFACE El.EIMTION + - ':' * BLOW 0 couNril'l!s"r:"'ll... ll*O*L*s-,...~~~F~D~0*1 s~H~-~P*"~oDE~~,,~,s*c*,_R":'."'.'~P~CT~\\ ~-:~~~':',s*.--------- ML £iFD01 sH-r+O<tw'N CLP.~-\\ s.1L 1 w1 ff- ~-o~-< ML-GP c-~AJMFNTS 10 2() 40 50 TOP o~ RO,--K (a; :.jl BRUNSWICK SHALE REDD I SH-BROWN SIL TSTONJE
- HARO, WI TH A FEW FRACTURES F:lEOO!NG
'"'1011'\\TS H!::.AOFC ifwl TH r,P.Lr-11E REDO! SH-GRAY ~I \\JF-GRA INFO SA"JOS lO~Jf HARD, WI TH A FEW FRACTURES 60 ---'--llliiiiillili&..-- LENGTH BORING COMPLfTED or-; 2-27-70 CASIN-G 0 10 1 WATER cEVEL Ii): 31".')I O~J 2-2(-70 140-L8* HAMWh Q' ~0 11 cf*LL OF CORE
- RUN, PERCENT RECOVERY AND R.O.D.
DEPTH ~ IN ~ FEET ~ f'JX OOl,'~Lf TllPf" ,~ORf_ APRR~L BORING 241 SURFACE ELEVATION + BLOW SYltlBOLS DESCRIPTIONS o~,..,~~;.;~:.;M.;;L;._P""~c~R~O~~~,~~C~LA~\\~F~'""'::S~l~L~'*l:V~l~IH~R~O~C~K-:"FR~A~G~M~E~N~"';'S ~I l"I ML 10 I 00%-75is 2() "0%-10% 3() ---.Jt--: '.?5%-30% 30%-7C% 50 32%-71'.X 60-~--..... -- LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.O.D.
1 OP CF ~OCK P.. T S~ 1 r S *~Jr\\ SW I '.:' K S HP.. L [ rffDDISH-PROWN SA~:DY SILTS"ONF, MEDI Utv H~RU ~NLJ SLIGH LY WFATHEREO '0 I 3 I -4 Gf..IACING WllH Flr'-JF S,AhJDSTDNE POCKET OF SANDY SIL S IONF 25 1-27 1 E-'l:C:OMI NG HARn MASS lvt: V!:':RY SM\\JOY SI l TS TONE RECDI SH-GROWN SIL TST8NE - DEFINITE CHANGE IN STRATUM PORING COMPLETED ON 2-27-70 CASING 0 l'.J 1-l1 WATER LEVEL@ 10'-4" ON 2-2'3-70 148-LF* HAMMER (ii 30" FALL NX DOUBLE !L!:_~t:_ CORF RAP,qfL DEPTH IN FEET BLOW BORING 244 SURFACE ELEIMTION +259 1 COtJNT SYMllOLS DE$CRIPTICNS {) ""!'R~E~D~D~IS~H~-~B~R~O~W~N~CL*A~Y~E~Y!""!S~l-L~T~-!"'!'M~E~D~l~U~M!"""* STIFF - HARD AT 31 TOP OF ROCK AT 51 BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS TONE HIGHLY WEATHERED GRADING TO HARD AT 8 1 1;;,,;.,.:;;.a.---"""'"\\ BROWN SIL TY SANDSTONE - HARD ---..... --~ ~EDD I SH-flROWN SANDY SIL TS TONE HARD 2() 3() 4() GRAY FINE SANDSTONE - HARD REDDISH-3ROWN SANDY SILTSTONE - HARO BROWN ANO GRAY SIL TY SANDSTONE - HARD BROWN SANDY SIL TS TONE HARD BROWN SIL TY SANDSTONE - HARD I 00%-E,7'.1,:_% -1.J:::t:==:I 5()- REDD I SH-BROWN SIL TS TONE - HARO LENGTH OF CORE
- RUN, PERCENT RECOVERY ANO /WJ.D.
NOTES: BORING COMPLETFD ON 5-6-70 CASI NG TO 5 I WATER LEVEL@ 29 1-2 11 ON 5-11-70 140-LB* HAMMER AT 30 11 FALL NX DOUBLE TUflE CORE' RARREL
- 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
llOflttNG 24'5 ....... Al..,.,. +251 I :i I 00%-23% IO 100%-76% I 00%-93% 100%-80% 50---....-.--- ,E,,.rN ., COii£ 111111. HllCEllT llB:OWIW MID II. 0. 0. SILTSTONE WEI\\ THERED ROWN SIL TY SANDS rONE - HARD EDDI SH-BROWN Sl\\NDY SIL TS TONE - HARD 3RAY I SH-BROWN SIL TY SANDSTONE - HARD RE DD I SH-BROWN SAN DY SIL TS TONE - HARD BORING COMPLETED ON 5-7-70 CASING TO 10 1 WATER LEVEL @ 5 1 ON 11 5-l l-70 140-LB* HAMMER AT 30 FALL NX D9UBLE TUBE CORE BARREL BORING 246 ~ AIWfTIOll +245 1 0 t#/:r.fY.-il~°'-*-.~~-'!"'~~-~'#11.~-*~TIOI#~~.,.,..~~ BROWN CLl\\YEY SIL T1 SOFT TO 1 THEN 100%-8<1% I 00%-93% 50-----a...- LEl#Tlt ,,, r:OllE 111111. 'EllCEllT llttfWEIW AllD II. 0. 0. ST I FF TOP OF ROCK I\\ T 5 1 BRUNSWICK SHl\\LE REDD I SH-BROWN Sl\\NDY SIL TS TONE
- Hl\\RD BROWN SIL TY Sl\\NDSTONE -
Hl\\RO REDD I SH.BROWN Sl\\NDY SIL TS TONE Ml\\SSIVE1 Hl\\RO 2 11 TH I CK SHl\\LE SEl\\M I\\ T 27i I BROWN SIL TY Sl\\NDS TONE - Hl\\RD REDO I SH-BROWN Sl\\NDY SIL TS TONE - Hl\\RO GRAY SIL TY Sl\\NOSTONE - Hl\\RO BOA I NG COMPLETED ON 5-8-7() CASING TO 10 1 WATER LEVEL @5i 1 ON ')*11-70 140-LB* HAMMER l\\T 30 11 Fl\\LL NX DOUBLE TUBE CORE 81\\RREL DEPTH IN FEET IO 70-LE/l#rll OF COllE 111111. 'EllCEllr lf£CtWEIW AllO II. 0. 0. DEPTH IN FEET ~o I 00%-57% I 00%-70% I 00%*70% ~o I 00%-99% BORING 247 F Rl\\GMEN TS TOP OF ROCK I\\ T 3 I BRUNSWICK SHl\\LE IC M TT R SILT WI TH ROCK REDD I SH-BROWN SIL TS TONE WI TH CALCI TE-HEl\\LED JOINTS HIGHLY FRl\\CTURED SL I GHTL y Wtl\\ THE RED AND FRl\\CTURED GRADING WI TH MORE FINE-GRAINED SAND GRADING WITH LESS SAND SLIGHTLY WEATHERED AND BADLY FRACTURED FROM 38 1 TO 45 1 MORE FINE-GRAINED SAND BORING COMPLETED ON 3-3-70 CASI NG TO 8 1 WATER LEVEL@ 17 1 ON 3-11-70 300-LB* Hl\\MMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL BORING 248 ML IJEIClll~TIOI# REDD I SH BROWN CLAYEY SILT WI TH ORGANIC MATTER !IND ROOTS GRAD! NG WI TH ROCK FRAGMENTS TOP OF ROCK AT 5 1 BRUNSWICK SHALE REDD I SH.BROWN SIL TS TONE PARTLY WEATHERED AND HIGHLY FRACTURED e-JOINTS 10 1-16 1 WEATHERED AND BADLY FRACTURED B-JOINTS 19 1 T021 1 3 11 HIGHLY FRACTURED B-JOINTS AND VERTICALS AND SLIGHTLY WEATHERED BETWEEN 43 1 ANO 44 1 SLIGHTLY WEATHERED ANO FRACTURED B - J 0 I NT S 46 1 TO 4 7 1 60-~irilliiii.... _.. BORING COMPLETED ON 3-3-70 CASI NG TO 10 1 LE/l#Tll 0, COllE 111111. 'EllCEllT l#ECtwEll'r AllD II. 0. 0. WATER LEVEL @ 10 1 5 11 ON 3-11-70 140-LB* HAMMER @ 30 11 FALL NX DOUBLE TUBE CORE BARREL RO 40 60 ao LE/l#TN O' COllE llUll. 'EllCEllT llECtWElrt AllD II. 0. 0. BORING 251 ~ AIWfTIOlt +253 I DE8Clll~TIOI# REDO I SH-BROWN CLAYEY SILT TOP OF ROCK AT 3 1 BRUNSWICK SHALE REDDISH-BROWN FINE SANDY SILTSTONE SLIGHTLY WEATHERED, MODERATELY FRACTURED MASS I VE HARD MASS I VE BELOW 36 1 3 11 LAYER OF BROWN FI NE TO MEO I UM SANOS TONE AT 37 1 THIN.BEDDED FROM 51 1-52 1 GRADING TO GRAY IN COLOR GRADING TO REDDISH-BROWN IN COLOR GRAY FI NE TO MEO I UM SANDSTONE - HARD REDD I SH.BROWN FI NE SANDY SIL TS TONE HARD, THIN-BEDDED BROWN I S H-G RAY FI NE TO MED I UM SANDS TONE - HARD REDD! SH-BROWN FI NE SANDY SIL TS TONE HARD BOR I NG COMPLETED ON 5* 19-70 CASI NG TO 6 1 WATER LEVEL NOT MEASURED 140-LB
- HAMMER @ 3() FALL NX DOUBLE TUBE CORE BARREL DEPTH IN FEET 100%-96%
99%-71% BORING 249 TOP OF ROCK AT 5 1 BRUN SW I CK SHl\\LE REDD I SH-BROWN SllNDY SIL TS TONE WEI\\ THERED GRl\\DING IW\\SSIVE l\\NO Hl\\RD l\\T 72 1 50-..................... BORING COMP LE TED ON 4-30-70 Cl\\SING TO 10 1 LE/l#Tlt OF COlll 111111. 'lllCEllT llD:OllEIW AllO II. 0. 0. NOTES: WllTER LEVEL @ 8i 1 ON 5-11-70 140-LB* Hl\\MMER AT 30 11 Fl\\LL NX DOUBLE TUBE CORE Bl\\RREL
- 1. See notes on Figure 2.5-22, Sheet 1 for additional 1xplan*tion of logs.
- 2. For loc.tions of borings,'" Figure 2.5-20.
- 3. Logs prtJ)9red by o..,_.net Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGI
- SHEET 18 OF 37 FIGURE >>II
) DEPTH f3 IN ~ FEET ~ BORING 252 SURFACE ELEVATION +243 1 5YlllBOLS DESCRIPTIONS BLOW O COUNT I 0 l"!l::--tml"!Mr---.,._,,R.E*D*D*1 s*H*-""s"'!;i"'!o*w*N-c*L A*Y*E*Y-s*1*L*T---s o*F*T-T*o-E' I 1~ 1 fHENSTIFF lOP OF ROCK AT ';i 1 ~RIJNSWI CK SHALF '-REDD I SH-BROWN FI NE SANDY SIL TS-ONE --ra,,;,;;;;,.;...1---~ HARD OUT MODERATELY FRACTURED I 00%-23% 10 l""='l-----L\\3RAYISH-BROWN FINF TO MEDIUM 95%-44% 20 30~ 40 LJCJ%-~JCl% ~o-__,.......... _.... LENGTH OF CORE RI.JN, PERCENT RECOVERY AND R.Q.D. \\ SANDSTONF HARn '-REDD I SH-F,POWN F 1 '-E SANDY SIL f510NE HARD f'.- 11 LAYFR OF FROW'( SANDSTONF AT 23 1 FCRING COMPLETED ON 5-12-70 CASING TO 10 1 WATER LEVEL @ 140-L8* HAMMER AT 30 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH ~ BORING 253 IN ~ SURFACE ELE144TION +23E' I FEET ~ BLOW COUNT 0-32 l"!I 81 l"!I 70%-0% 10 I 00%-44% 20 30 40 SYlllBOLS 50-...._..iiillliliil...___, LENGTH OF CORE RI.JN, PERCENT RECOVERY AND R.Q.D. DESCRIPTIONS ROCK AT 51 REDD I SH-RR OWN SAN~Y SIL: STONE WE/\\,THE'lED GRADING HARD /IT 3~ 1 GRAYISH-BRO\\l/N FINE TO MEDIUM SANDSTONE HARD REDD I SH-BROWN Sl'ND' SIL TS TONE HARD 3" SHALE '_AYER AT I%' LAYER OF GRAY FIN' SANDS 1 0NE FROM 31~ ro 32;';' - HARD GRP.Y FI Nf SANDY SIL TS TJt\\IF l./f P'r HARD BO~ING COMPLdED ON 5-11-70 CASING TO ) 1 WAfER LEVEL (a) 10 1-rc ON c;-11-70 140-LB* H/\\,MMER AT 30 11 FALL NX DOUBLE TUBE CORE FARREL DEPTH f3 IN ~ FEET ~ BLOW COUNT BORING 254 SURFACE ELEl44TION +270 I,!_ SYlllBOLS DESCRIPTIONS 0 IQ--=l"!l_,,,"""'""'---ir-*R*E*D*D*l*S*H*--P-RO_W_'_'J -,-L*A*,-,-. --~c -IL---, -,,.,-,*--H-PO-,--K-04 ML FRCGMENTS 2E%-:J% 10 20 40 !OP OF ROCK AT rjl rf1U*JSWI CK SHALE flEOOISH-PROWN StLlSTONf - Hl'3HL'- WE,ATHERfD AND F'lAClUPED ro l'/ 1 G RA,D I NG TO SANDY - VERT IC AL FRACTURES FRO~~ 17 1 TO 28 1 Gf<AOI NG LESS FRACTURFD AND WEATHERfD GR,ADING LESS SANDY GRADl~JG MO'<E SANDY GRl1DING LESS SANDY 60-~--- LENGTH POR1r\\11J C'JMPLETfO Cf'J 3-4-70 - AS ~" 0 I 0 1 OF CORE RI.JN, PERCENT RECOVERY AND R.Q.D. DEPTH t! IN ~ FEET ~ WPE" LE*IEL (u 14'-4 11 O~c ~-11-7'.J 140-u--. Hf,f>JMFR 30'! =-ALL l\\'X OOUPLf 'l'Pf
- ~ORE PARRfL BORING 255 SURFACE. ELEVATION +2('g I BLOW 0 COUNT___,,,,.s,,,.Y'.,.111.-'B"!!O~L!"'S"""" _____
oE._s_c_R_l_'P_T"_o_N_s ____ CL FROWf\\ SIL" Cl_A, SOFT TQ 2' 10 -- 30 40 - l'YT<-"' 50 LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
ML REDD! SH-PROWi' CLAYfY SIL 1 IOF CF ROCK Al 42 1 REDDISH- 0 ROWf\\ SMJO\\ SILTSTONE ':,RFCfr SHALE Ai 176 1 - THINLv REDDED, MFDrUM HARD ~OR I NG COMPU 'ED ON )-1 -70 '_A'S I 'O gi -"A'FR LE'1fL !(!) l'J~I Of\\ 'rl J-70 14iJ-L"* H,AM\\1F:::;: ~)On FALL NX 00', PLE TURE CORE PARR EL DEPTH C IN ~ FEET ~ BLOW COUNT BORING 257 SURFACE ELE144TION +2'51 I SYlllBOLS DESCRIPTIONS 0 ~---.,.~----.,...-------------------- 21 ~ REDCISH-PROW'J CLA\\E\\ SIL' HARD A-22 1 '38/E 11 l"!I l~O-~ LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
ML TOP OF RO Ck A' >JI PPLH\\"3w'l'I SHfl.LE REOCISH-R,ROWN FIN[ SAND'i SJLISJOLF l~RA'i SILT! FINF SANOS'O~\\f - HP..PO Af\\D CALCAREOlS PfOOISH-PROWN Fl'ff SMW' SI ONf PROW~J FI NE SANCSTONE !-ffODISH-f<'iUWN f-1'\\JE SAf\\iDT SI'- SlOf\\lF ~~OWN ~ I f'JF ro ME6 I.Jrv1 SAf\\105 I mJf 4 THICK _A',ER OF PROWN SANDS'ONE MASSl,;E HARO GRAYISH-PROWN SIL' SANDS'ONf RE0015H-8ROWf\\J FINE SANO'i SILTSTOr-JE GRAY FI '\\JE TO MED I UM SANOS TOt\\E RFOOISH-RROWr~ FINf SMJOY SILISTONE FOR I ~3 ~OMPLETfD ON )-2S-(Q Cl\\, s I ~JG - 0 I 0 I Wfl.TER LF\\'fl NOT Mr:ASURj:."'D 140-L~* HAMMcR (a; 3n" FAI l f\\JX COLBLE TUFE CORF r::.ARh'fL DEPTH ~ IN ~ FEET ~ BORING 258 SURFACE ELEVATION +24 3 I BLOW COUNT DESCRIPTIONS 0 Ci2-ril:--9'""'1'1W-----R"'F"'n.. rJ*l*s*H*--P-RD*w*r*J _C_L_A_Y_E_\\ _S_I,_-T _____ SYlllBOLS "I l"!I WfA lHfRED ML 231:-01: 10 20 30 RFDD I SH-r_;jROWrJ SANDS -:-mff AT g~ 1 TOP QF ROCK AT 11 1 0 RUrJSWI C~ SHALE R[CD I SH-RR OWN !=-"'I NE SAr-JDY SIL TS TOf\\JE HARO REDD I sH-8ROwr1 s IL TY SHALE ~Af\\JOED GRA'rlSH-BROWN FINE SILTSTONE CALCITE FILLED PARTS 8A!\\:QEO G~AYISH-RROWN SILTY SANOST*Jf\\JE l ~i~~§~ EDDI SH-PROWi' SArflY s IL Ts-ONE GRA' FI ~JE SANDSTONE - ~ONCALCAREOUS ,ALCAREDUS SILTSTONE G RA\\ I sH-3RDWN FI No SANDS I O'JE 40-50 60 _ ___...,....,..... _..... LE'NGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
NOTES: \\
- ~~~~~H~~=~y~~:~~~S:;~~EC SIL lSTONf
,'-RE~O I Sfl-'JROWN SAND\\ CALCAR!OOUS S1LTSTOr"Jf REDDISH-BROWrJ Flrff Sl',NOY SILTSTOl"E HAPO R~OWN I SH-GRAY SANDS TONE "OR1r:'ci C:JMPLFTFD ON c;-13-70
- ASlf\\JG io 10' WA 'ER LtVE1_ NO l MEASURFD 140-LP* YAMMER @ 30 FALL f\\JX DOL1PLf TUR[
C:O~F PARREL
- 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 GRAPH IC LOGS SHEET 19 OF 37 FIGURE 2.5-22
BORINC9 2'59 alJtl.,,... o~ 35/6" Lll#Tll °' COlll 111111. HllClllT ""°"'"' AllO II.AO. llE/ITH IC: IN ,EET SILTYCL.-.Y SOFT SILT - STIFF EOO I SH-BROWN s.-.NoY s IL TS TONE - H... RO BUT FR.-.CTURED REDDISH-BROWN SH... LE - MEDI UM SOFT s.-.NOSTONE - H.-.Ro .-.ND s.-.NDY :5 IL TS TONE s.-.NOS TONE - H.-.Ro
===~..:R ... Y s.-.NDSTONE HMO REO s.-.NOY SIL TS TONE I ' REO sH.-.LE. -* NON c.-.Lc.-.REous RE 00 I SH-BROWN s.-.Nos TONE - H... RD REOO I SH-BROWN SH... LE BROWN SIL TY s.-.NDS TONE BORING COMl'LE TED ON 5-5-70 c.-.s1NG 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-Lll#Tll °' t:Olll 111111. HllCl/11. ""'1WIW AllO II.AO. AND WEATHERED GR... 01 NG TO HARO ROCK... T 8, 1 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.-.NOSTONE - H.-.Ro 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 Lll#Tll "'CO/IE 111111. ~lllClllT llR:OWIW AlllJ II.Cl.. BORIN0 2e2 MJlllWt:6 AIWTIOll +26 3 1 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 SIL TS TONE I NTERLAYERED WI TH s.-.NDSTONE GR.-.Y SILTY FINE s.-.NDSTONE REDD I SH-BROWN FI NE s.-.NOY 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.-.NOSTONE GR... Y SIL TY SHALE REDO I SH-BROWN s.-.NoY s IL TS TONE BROWN FI NE TO MEO I UM SANOS TONE REDO I SH-BROWN FI NE s.-.NoY s IL TS TONE IJEl'TH i IN FEET BORIN0 262 ~ a.1.. TIOll +263 1 alJW COUNT $YM<<IU 100%-98% 2DD-10"0J-100% -2JO-- Lll#Tll °' t:0/11 111111. HllClllT ~,,., AllD II.AO. DEPTH IN FEET REOOI SH.BROWN FINE s.-.NDY SILTSTONE GR.-.Y FI NE TO MEDI UM SANDSTONE REDO 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 SANO LAYER 2 1 THICK TOP OF ROCK AT 7~ 1 BRUNSWICK SHALE E~a==:=3;:::GRllY FINE SANDY SILTSTONE - HARO BROWN FI NE SANOS TONE RO 30 40 - 50 --..-........... Lll#Tll "'t:0/11 111111. ~EllClllT HCOWIW AND II.AO. GREEN TH I N-BEOOED SIL TS TONE' WHITE CALCAREOUS FRAGMENTS AT 30 1 FI NE s.-.NDSTONr RED CALCAREOUS FINE SILTSTONE BROWN CAL Cl\\REOUS SANDSTONE BORING COMPLETED ON 5-14-70 CASING TO 10 1 WATER LEVEL NOT MEASURED 140-LB* Hl\\~ER@ 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 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 20 OF 37 FIGURE,...
DEPTH 12 IN ~ FEET ~ BLOW COUNT BORING 270 SURFACE ELEVATION + 11: I SYMBOLS DCSCRIPTIONS 0 -, ""!'!'!'l'.-M-L***G"""P----,f-'*-*--u*v-,*,. ----c*, i*L-*,,*1 *H __ 20 30 ~- 40 50 60 70-80 100 110 120 - 130 LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.Q.D.
(F 0 '.:;,H/ I if--J-I l o* r--rr 1,f-' n I [::1 \\ h,[ l 0
- r. I"
~ ~J,_- I r Sf(Cl~WfR" WEf*-:-HfRING ,~t'JO OCCASIONAL 'IDDINJ PLf\\NF JOll\\TS '.iRADI NG WI TH LESS ScC,ONDAR WEATHERlr-.G ANO FRACTURll% POR' NG COMPLETED 0~, )-20-70 rp.51r--JG TJ 1,Jl WP. 'f-R L~')FL (aJ Cr"J 30()-L P
- HAMMFP 1'5: 24 11 FALL NY ocur*L' TU8E CO~E PPPRFL DEPTH 13 IN
~ FEET ~ BLOW COUNT 0 ~- 14 10 20 40 BORING 271 SURFACE ELEIMTION +202 I SYMBOLS DESCRIPTIONS REDD I SH-BROWN CLAYEY SILT WI TH ORGANIC MATTER - TOPSOIL GRAD I NG WI TH ROCK FRAGMENTS TOP OF ROCK AT APPROX* 41 RRUNSWI CK SHALE REDD I SH-BROWN SIL TS TONE - HIGHLY FRACTURED, PARTLY DECOMPOSED, BADLY WEA THE RED TO 22 1 CiRAOI NG WI TH l ESS SANO GRADING WITH MORE FINE-GRAINED SAND RADL Y WEATHERfD, FRACTURED, DECOMPOSED AND POROUS FROM )0 1 TO 33' PARTLY WEATHERED, HIGHLY FRACTURED FROM 40 1 TO 50 1 50 ----i.._...... _ BORING COMPLETED ON 3-12-70 CA s I NG T 0 I 0 I LENGTH OF CORE
- RUN, PERCENT RECOVERY ANO R.Q.D.
DEPTH f: IN FEET ~ BLOW COUNT 0-4E: l"I 10 20 50-LENGTH OF CORE
- RIJN, PERCENT RECOVERY ANO R.O.D.
WATER LEVEL @ 300-LB* HAMMER@ 24 11 FALL NX DOUBLE TUBE CORE BARREL BORING 272 SURFACE ELEIMTION +228 1 SYltlBOLS DESCRIPTIONS REDDISH-BROWN FINE TO MEDIUM SANDY AND CLAYEY SILT GRAD I NG WI TH ROCK FRAGMENTS TOP OF ROCK AT 5 1 8RL'NSWI CK SHALE REDDISH-BROWN SILTSTONE - WfATHERf'D AND FRACTURED TO 10 1 VERTICAL FRACTURE FROM 7 1 10 10.3 1 GRAYISH-BROWN SIL TY FINE TO MEDIUM SAi,DSTONE - VER'r HARD REDD I SH-BROWN SIL TS TONE HARD GRAYISH-BROWN SILTY FINE TO MEDILIM SANDSTONE - VERY HARD VERTICAL OPEN FRACTURES rROM 22-5 1 TO 23 1, 2). ) 1 TO 24.5 1, 25.5 1 TO 2s. 5' REDD I SH-6 ROWN SILTS TONF - HARD GRAY FI NE TO MEDI UM SA,NDSTONE VER\\ HARD GRAD I NG TO FI NE TO COARSE SANDS TOl<E HIGH ANGLE FRAC:TIJRES FROM ?'::.ST TO )5,gi AND 3g,5i TO 40.0 1 REDDISH-BROWN SHllLEY SILTSTONE - HARO
- iRAY FI NE TO COARSE SANDSTONE -
HARD BORING COMPLETED ON CASING TO 5 1 WATER LEVEL @ ON )00-LB* HAMMER@ )0 11 FALL NX DOUBLE TUBE CORE BARREL DEPTH 13 IN ~ FEET ~ BLOW COUNT 0 c:r 44 20 30 I OO%-E:3% 50-- LENGTH OF CORE
- RUN, PERCENT RECOVERY AND R.(J.D.
DEPTH ~ JN ~ FEET (A BLOW COUNT 0 ~-. IOO%-?C% 20 I OO%-"JO% 30 - 60-- LENGTH OF CORE
- RUN, PERCENT RECOVERY ANO R.O.D.
BORING 273 SURFACE ELEIMTION +207 1 SYltlBOLS DESCRIPTIONS REDDISH-BROWN CLAYEY SILT WI TH ROCK FRAGMENTS TOP OF ROCK AT 3 1 BRUNSWICK SHALE REDDISH-BROWN SIL TS TONE WEATHERED AND FRACTURED TO 16 1 GRAD I NG HARDER AND LESS FRACTURED GRAD I NG SANDY ElADLY FRACTURED FROM ?8~1 TO
- g~i
'10RI NG COMPLFTED ON 3-24-70 CA S I NG TO I Q 1 WATER LEVEL @ ?00-LB* HAMMER@ 24 11 >ALL r\\X OOU8LE TL1RF rORf ~A~RfL BORING 274 SURFACE ELEVATION +217' SY/tlBOLS DCSCRIPTIONS REDDISH-BROWN ~'LAYEY Sill WITH ROC.K ML l'RAGIVENTS TOP OF ROC-( Al S*' BRL1NSW! CK SH/\\LE REDO I SH-8ROWN SIL TS TONE-HI GHL 'r WEATHERED AND FRACTUREC TO ?5 1 GRAOI NG _ESS WfATHEREO Ar<-.:O ~l~AC IURED Wt-hl~t--HEO A~*-'n HIGH_" FRACTl!RED FROM 41 ~I ':J 4) I BORING (~CJMPLETEO ON ~-2lr/CJ c,c.,5 I NG TO 5 1 WATCP LEVfL (G' OfJ )Q(l-Lp,. HAMMEP @ 24" FALL iJX OOUf.Lf TL'PE ~ORf PflRREL DEPTH 13 IN ~ FEET ~ BLOW O COUNT 21 l"I 5C:: l"I 20 30 40 50 I 00%-40% 60-- LENGTH OF CORE
- RIJN, PERCENT RECOVERY AND R.O.D.
NOTES: BORING 275 SURFACE ELEVATION +220 r SY/tl80LS DESCRIPTIONS REDDISH-BROWN CLAYEY SILT WITH ROCK FRAGMENTS TOP OF ROCK@ E~ 1 RRUNSWI CK SHA~E REDDISH-BROWN SLIGHTLY SANDY SILTSTONE WEATHERED A'JD BROKEN TO 8 1 SLIGHTLY WEATHERED TO 11~ 1 GRAD I NG VERY SANDY GRADING LESS SANDY GRADING SANDY BORING COMPLEffD ON 3-2')-70 CASING TO 10 1 WATER LEVEL @ 140-LB* HAMMER @ 30 11 FALL NX DOUBLE TUBE CORE B,ARREL
- 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 GRAPHIC LOGS SHEET 21OF37 FIGURE 2.5-22
/IEl'TH IN FE Er i BORIN8 278 .f>"l9<<*
- lllllT'IOIM 0 ~..
..,.~'!"'!"""!""~""!!'!'1111!!11!1!""'!!'!'!!"!"!!'!~----
- o--
u,,.,.,,
- COM 111111.
,.EllCEllT Mt:OIWIW AlllJ II. 0. D. DEPTH IN FEET 10 i 30-LEll#1'11 °'COM 111111. ,-,llCEllT Mt:OIWIW AlllJ 11.0.D. llROWN CLAYEY SILT TO,..SOIL REDO I SH911ROWN CLAYEY SI l T WI TH ROCK FRAGMIENTS TOf' OF ROCK AT 6 1 BRUNSWICK SHALE REDO I SH.BROllWN SLIGHTLY SANDY SIL TS TONE BADLY WEATHERED TO 8 1 GRACING MORE C~ETENT AT 81 REDD I SH.BROllWN FINE-GRAINED SANDSTONE REODISH.BROllWN SILTSTONE - MASSIVE ANO HARD GRADING LESS SANDY BORING COMP LE TEO ON 3*26*70 CASING TO g1 WATER LEVEL Ci 300-LB* HAMMER Ci 24 11 FALL N)( DOUBLE TUBE CORE BARREL BORING 277 Mllll'llCE AIWfTIOll +244' REDDISH BR WN CLAYEY SILT WITH ROCK FRAGMENTS TOP OF ROCK AT 41 BRUNSWICK SHALE REDD I SH-BROWN SANDSTONE*H I GHL Y FRACTURED TO 20 1 REDO I SH.BROWN SIL TS TONE RED'tl I SH-BROWN SANDS TONE REDDISH.BROWN SILTSTONE-SclGHTLY WEATHERED WI TH MODERATE FRACTURING BORING COMPLETED ON 3*27-70 CASING TO 101 WATER LEVEL @ ON 300-LB* HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL DEPrH IN FEEr r: I LE/#1'11 °'COM 111111. ,.EllCEllT Mt:OWIW AlllJ,., 0. 0. DEPrH IN FEEr IO
- = I 40-LEl#TN
°' COllE
- 111111,
,.EllCEllT ""'1WIW AMO II. 0. 0. DEPTH IN FEET 0-10-- BORING 278 ~ AIWfTIOll +240' CLAYEY SILT WI TH ROCK GRADING WITH MORE ROCK FRAGMENTS TOP OF ROCK AT 6 1 BRUN SW I CK SHALE REDD I SH-BROWN SANDY SIL TS TONE WEATHERED AND FRACTURED TO lg 15 11 LAYERS OF DECOMPOSED ROCK FROM 14 1*15 1 AND 16 1*171 GF!AOING LESS WEATHEAEO ANO FRACTURED 30 DEGREE SL I CK!::NS I DES AT 23 1 GRAD I NG TO VERY SANDY BORING COMP LE TEO ON 3*30*70 CASING TO 10 1 WATER LEVEL @ 300-LB* HAMMER@ 24 11 FALL NX DOUBLE TUBE CORE BARREL BORING 279 L W DECOMPOSED SIL TS TONE FP~GMFNTS TOP OF ROCi( AT 31 BRUNSWICK SHALE REDDISH.BROWN SANDY SILTSTONE WEATHERED ANO HIGHLY FRACTURED TO 17 16 11 GRADING LESS FRACTURED GRADING LESS SANDY GRAD I NG MORE SANDY SOR I NG COMPLETED ON 3*27*70 CASI NG TO 31 WATER LEVEL@ ON 300-LB* HAMMER@ 24 11 FALL N)( DOUBLE TUBE CORE BARREL BORIN8 281 CLAYEY SILT T ACES OF PEAT SILTY CLAY* HARD SIL TY CLAY *HARD WATER LEVEL NOT MEASURED 90,.ING 284 /IEl'TH C JIEr I .....- AIWfTIOll +21 O' &OW O COUNT 6'f'M<<JL.,_..6..-ii,_.~--~---'IC/f.-*P*T.*'/Q*W6---- REDD 1 SH.BROWN CLAYEY SILT 10 LEl#TN tN CO/IE
- 111111,
,.EllCEllT llECWEIW AllD II. 0. D. DEPrH IN FEEr 40 = I 60-- LEl#TN 0, CO/IE IHlll. ,.EllCEllT MCOWIW AllD II. 0. D. TOP OF ROCK@ 6 1 BRUNSWICK SHALE RE DD I SH-BROWN FI NE SANDY SIL TS TONE GRAYISH-BROWN FINE TD MEDIUM SANDSTONE REDDISH-BROWN FINE SANDY SILTSTONE GRAY I SH-BROWN FI NE TO MEDI UM SANDSTONE REDO I SH.BROWN FI NE SANDY SI'- TS TONE GRAY I SH.BROWN FI NE TO MEDI UM.SANDSTONE REDD I SH.BROWN FI NE SANDY SIL TS TONE BROWN FI NE TO MED I UM SANOS TONE BORING COMPLETED ON 6*2*70 CASI NG TO 51 WATER LEVEL NOT MEASURED 140-LB* HAMMER @ 30 11 FALL NX DOUBLE TUBE CORE BARREL BORING 28!S MJlltl'M:6 AIWfTIOll + I 66
- 60 I BRUNSWICK SHALE REDO I 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 DO 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 IN FEEr NOTES: BORIN8 288 !!IPIOWN CLAYEY SILT WI TH SOM£ ClllAV[L FI LL BROWN SIL TY SANO BRUNSWICK SHALE REDD I SH.BROWN SANDY SIL TSTON[ FRACTURED GRAD I NCl LESS FRACTURED BROWN FINE TO MEDI UM SANDSTONE 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* HAMMER@ '3() 11 FALL NX DOUBLE TUBE CORE BARREL
- 1. SM notes on Figure 2.5-22, S... t 1 for additional 1xplW11tion of I091.
- 2. For locations of borings,... Figure 2.5-20.
- 3. Logs preperld by Demes end Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS} SHEET 22 OF 37 FIGUREa.1-3'
,~~~~~~~~~~~~~~~~~~~~----~)GO~~~~~~~~~~~~~--- B OR 1 NG 300 - LOG OF TEST WELL DEPTH BORING 301 - LOG OF TEST WELL DEPTH IN FEET BORING 287 SURFACE ELEVATION + IM. 46 I BLOW COUNT SYMBOLS DESCRIPTIONS 0 -----e~-.....,--------,--- PRllNSWI *:K S.,ALE 10 ~FOO 1 SH-r<ROWN F \\JL SAl'JO'l S 11 S 10f"f llARC.AT 2 1 Fl\\E SAND3'0N[ REDDISH-RROWN 'HIN r;FDDED SILTSlONE GRAYISH-BROW~J llNE 10 l/cDIUM SANDSTONE E'A\\JOEO GRAYISH-RFD SILTSTONE W* 1 H SLICKENSICES GRAV f-INF 1 C MFrJIU~ SANDSlONf HARD REDD I sH-PROWN F. I ~ff S/!d\\JO' s l Lr s *. J~J[ HARD REDDISH-BROWN Fl'E 3Ar.:o* SIL'SlONF HARD 50-~*liiioiii..__.... RORlr-.G COMPLE.ED O~J E:-1 i-';0
- ASING '0AOEP'H0Fg1 WATLR LEVE1_ NOT,,E, OROEr, LEN~TH OF CO/IE
/tUN, l'ERCENr ltECOVERY AND R.Q.O. DEPrH ~ IN ~ FEET ~ BLOW 140-LP* HAMMCR A )0 FALL NX DOU~LE TUPF CORF cARREL BORING 288 SUHFACE ELEVATION +I 71
- 2CJ 1 SYltlBOLS DESCRIPTIONS O COUN~
46 ~1irm1T'_M_L_T'_H_c_D_D_I S*,H*_*P*R*D*W*N-1**-LA*Y*E*Y-S*l*I *T--WI T*H-R*O*C*K-F RAGMEN TS 30 40 - 50---*- LENGTH OF CORE
- RUN, PERCENr RECOVERY AND R.Q.O.
E3RUNSWI CK SHAL[ p;*DDISH-PROWN FINF SANDY SILTSTONE HIGHL< WEATHEf<ED - HAHD Af 3~1 Rf DD I sH-9fWWN s IL n ,- I NE SANDSTONE FRAI TURED RFOD I SH-BROWN FI NE SANDY SIL TS TONE SLIGHT_Y FRAfTU~~~D lffDDISH-BROWN SILT' FINE TO MEDIUM SANDSTONE - HARD F0 EDDISH-BROWN FINE SANDY SILTSTONE HARD "0'11NG COMPLETED ON C.:-10-70 cASING 10 A DEPTH OF 10 1 V,ATER UVE_ NOT REC'OROFD 14IJ-LP* HAMl/ER AT 30" FALL NX OOUL'L E l UPF CORE PA~REL. DEPTH ~ BORING 289 JN ~ SURFACE ELEVATION +20'3' FEET ~ BLOW COUNT DESCRIPTIONS SYMBOLS 0 - m'l~--..,....~~~~----------
- rr 1 n1~,H-RPOW~.,~LA'*F' ':i 10 ---
20 4 0 ---+-E*":*::*::"I li'"'""4--~ 5 0 --&..l--OI..--' LENGrH OF CORE
- RUN, PERCENT RECOVERY ANO R.Q.D.
CJP F'[lr " A 1 l*f-' r sw1r-< srPLf I Sf i-r f'0Wr'-J SIL 'S Ot*J~ 1 ~O\\'v'f' l~F o r1.M-0111rvi 'JArJDS'~)r\\JF f*'fDDIS>--1-*h:QWf~ F--1 H~HrJ s IL Ts T 0".'l "'0Rl~,G COMPLFl[Q ON ~-,-70 I As I f\\JG I 0 t: 2 I WA If_ h: l.F\\'Fl_ NOT M~-ASllklC I 4Q-u:
- HA"'1MER (ciJ )f'"
0 ALL l"X DOL*l'LF ll PE CORE f'ARRFL DEPrH ~ BORING 290 IN ~ FEET ~ SURFACE ELEVATION +2'-31 I BLOW COUNT SYMBOLS DESCRIPTIONS O z.-)1-l"l'trnmmr----...,.~~~~..... ------------------ GRAY 1 SH-Rh'UW'\\J CLAYE'- SILT Gf~ADING t*R8Wf\\JI SH-'1fLLOW roP or:: ROrK AT 4~ 1 ... ------I. \\PRU~SWI 1'K SHAL: ~~:~~:~~ ; 11~~~ ~:~~~T~~~ TS TONE - HARD 10 - 20 30 --- 50 LENGrH OF CORE
- RUN, PERCENr RECOVERY ANO R.Q.D.
GRA'rlSH-F'.ROWr\\ SANDY SILISTONE FI ~Jr=- AND HIGHLY FHAC: l l_:RED REODISH-RROWN ;:-INE SANDT SIL 1 Sl0NE TRAC:FS OF SHAL 'r ZONES PPOWf\\J SIL r1 F 1 '\\JE SANDS TCr"JE VERT HARD 'l[DD I SI 1-BfWW~J F l\\E SANDY SIL' S TO~E HARD PORl~~G COMPLETED ON S-17-70 CAS lrJ~ *o )I WATER I FVEL NOT MEASURED 140-L[1. HAMMER@')()" FALL NX DOLBLE TUBE CORE B.ARRE_ JN SURFACE ELEVATION-230'+/- FEET 180-- 210-240-270 300---- DEPrH IN FE Er SYMBOLS CL DESCRJPTlONS RFD "LAVF\\, SILT Ar'~O ROr:K =-RAGMOJ1S RE DC' I sH-~ >=<OWL.1 s 1 L 's 1 or'>Jt GPA[) I sAr *os ~or 1 r-~
- ..-ED SAr<DS IO~Jf-r::~A" 11 RfD ZONF REDCISfrcROW'J SIL 'STO'JE BORING 302
$1JWFACE 81.. TIO# RIVER BOTTOM - +JQ5.31;1: &OW O COtlNT SYltlaOLS 23 WA TEP 15 20 LENGrH OF CORE
- RUN, PERCENr RECOVERY AND R.Q.O.
RI VER ROT TOM REDDI SH-"ROWN SIL TY SMfDY GRAVEL -op OF ROCK @: '3'
- -*ELOW RI 1JEr(
P:J~ TOM r::.RL:f\\;~WI CK SHALE R'.::":DD I SH-;::;i,ROWI\\ $,A,l\\Q'i SILTS TON~ WEATHEREC TO 17 1 B 0 LOW RIVER BOTTOM GORING COMPLETED Gr-: /:J-6-70 CASING USED 10 A or:PTH or ') 1 RCLOW RIVER POTTOM )00-LB* HMIMCR (ciJ 211 11 rALL ~JX DOUBLE TUBE CO~'* BA~REL DEPTH IN SURFACE ELEVATION +2 I 4 I ! FEET SYMBOLS DESCRIPTIONS 0 - -- ----r~%1"~:"':'"-T"""'IR'l'!E"!Dl""'i'c'!'L~A"i:'v!"r ~y ~lr"l'L"'IT~A~J~D~O~c"'IK~F!l'l!R!"l!A""'"""!!'T s-- ~ f OD I sH-r~ow~ 1 s 1 L Tc;~or--.iF 30~- 60-- 120-- RED SANDS TQf'J!:: REDO I SH-8ROW'J SIL TSTO~E 180-- SAfWS TONE AQU I 'ER zo~'E RC:DD I SH-BROW" 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
.,,,,, I n1r l.l*rN ., CO<< ~I - 034. IO 100%/47% n MJ-LE/1#1'# °'CO<< 111111. H<<llltr 90RIN8 303 ......-RIVE~ !!OTTOM * +105.'3 1*
- fl I
TO COARSE SIL TY SAND WI TH GRAVEL TOP OF ROCK@ 7 19 11 BELOW RIVER BOTTOM BRUNSWICK SHALE REDD I SH.BROWN SIL TS TONE WEATHERED ANl"I FRACTURED TO 12i 1 BELOW RI VER BOTTOM CIRADING GRAYISH.BROWN 0 15 1 BELOW RI VER BOTTOM AND MORE SANDY BORING COMPLETED ON I 0-S-70 CASI NG USED TO A DEPTH OF 9 I BELOW RIVER BOTTOM '3QO-LB* HAMMER@ 24 11 FALL BORIN8 304 +2'3.9' ML TOP OF ROCK @ 16' °3 11 BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL *s TONE WEATHERED TD 22 1 BORING COMPLETED ON 9-22-70 CASING TO 16 1°3 11 WATER LEVEL @ 4 I 4 11 ON 9-22-70 '300-LB* HAMMER @ 24 11 FllLL NX OOUBL E TUBE CO'<E BARREL OE"11 I llORINe 309 'EET .......-.121.s* 0 _'3_1_* 88%/14% 81%/0% TOPSOIL REDD I SH-BROWN SANDY SILT WI TH ROCK FRAGMENTS LARGE FRAGMENT OF ROCK @ 2 1 TD 5' TOP OF ROCK @ IS 1 I 1 11 BRUNSWICK SHALE REDD! SH-BROWN SANDY SIL TSlONE WEATHERED TO 19! 1 GRADING WI TH LESS Sit.ND@ 19t' BECOMING REDD I SH.BROWN SIL TSTDNE WI lH CALCAREOUS INCLUSIONS AND HAIRLINE Cit.LC! TE BEDDING FILLINGS* BECOMING SLIGHTLY SANDY@ 21t 1 BECOMING LESS SANDY@ 25' BORING COMP LE TEO ON 9-21-70 CASI NG 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 l!IOMNe 3oe
+140.1 1 REDD! SH-BROWN SANDY SILT TOP OF ROCK @ 51 BRUNSWICK SHALE REDDISH-BROWN FINE GRAINED SANDSTONE w I TH SANDY s IL *rs TONE WEA THEREO TO 27 1 SANOS TONE GRAD I NG MORE C:JARSE, SLIGHTLY Pl TTEO, MORE WEATHERED WEATHERED, BROKEN ANO DECOMPOSED 19 1 TO 27 1 REDD I SH-BROWN SANDY SIL TS TONE BE COM I NG HARD @ °35 1 GRADING WI TH MORE SAND@ 4S 1 100%/0% 100%/61% - GRit.DING WI TH LESS SAND @ 49" 1 SOR I NG COMPLETED ON 9-25-70 CASI ~G USED TO A DEPTH OF St' WATER LEVEL NOT RECdRDEO '300-LB* HAMMER@ 24 11 Fit.LL &.alGTH OF CORE MIN, NM:l*T MCOVaRV AND R.O.D. NX OOUBL E TUBE CORE BARREL 100%/80% LE*TN O' COllE IHJl!I. ~EllCEllT llEr:tWEIW AlllJ II. 0. 0. ll0"8N8 307 .......-+141.9 1 SILT BRUNSWICK SHALE REDD I SH-BROWN SANDY SIL TS TONE WEATHERED TO St 1, VERY FRACTURED TO 4i 1 VERY FRACTURED @ 21 J TO 22 1 VUGGY AND WEATHERED@ 29 1 TO 29" 1 GRAD I NG WI TH LESS SAND BORING COMPLETED ON 10-1-70 CASI NG USED TO A DEPTH OF 5': 1 WATER LEVEL@ 12 14 11 ON 10-1-70 300-LB* HAMMER @ 24 11 FALL NX ODUBLE TUBE CORE BARREL NOTES: llORINe 308 ........_+141.7' BRUN SW I CK SHALE LIGHT GRAY FINF GR... INED SANDSTONE WEATHERED TO 8 1 GRAD I NG TO REDD I SH.BROWN SANLJ', s 1 L rs TOl\\IE @ I 0' SAND GRADING OUT@ 17 1 VERY FRACTURED @ 4~ 1 TO 41t' VERY SANDY @ 43i' TO 44 1 BORING COMPLETED ON 10-2-70 CASI NG USED TO A OEP TH OF 2 1 °3 11 WATER LEVEL@ 26 1 7 11 ON 10-5-70 3()0-LB. HAMMER @ 24 11 FALL NX DOUBLE TUBE CORE BARREL
- 1. See notes on Figure 2.5-22, Sheet 1 for
.cktition1I expl1n1tion of logs.
- 2. For loe11tions of borings, see Fiture 2.5-20.
- 3. Logs prepered by Dimes Ind Moore.
LIMERICK GENERATING STATION UNITS 1ANO2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE U.
I
- e6
- 90RIN8 30Q
+184.2 1 ML REDD I SH.BROWN SANDY SILT GRAD I NG WI TH ROCK FRAGMENTS TOP OF ROCK@ 10 1 BRUN SW I CK SHALE REDD I SH-BROWN SANDY SIL TS TONE WEATHERED TO 24 1-6" GRAD I NG TO REDD I SH.GRAY FINE-GRAINED SANDSTONE @ 35i 1 GRADING GRAYISH-BROWN@ 39 1 GRAD I NG TO DARK REDD I SH-BROWN @ 42 1 GRAD I NG -,-0 REDD I SH.BROWN SIL TS TONE @ 47 1 GRAD I NG WI TH SOME FI NE SAND @ 55 1 GRAY! SH-BROWN SANDSTONE FROM 60 1 -661 GRAD I NG TO REDD I SH.BROWN SIL TS TONE @ 66 1 BECOMING SANDY SILTSTONE@ 68i 1 BORING COMPLETED ON 10-8*70 CASI NG USED TO A OEP TH OF ( 4 1 WATER LEVEL NOT RECORDED 300-LB* HAMMER@ 24 11 FALL NX DOUBLE TUBE CORE BllRREL IO 100%/80% 46 i LEl#TN OF COlrc 111111. ,.EllCEllT MCtWEIW A/llO It. 0. 0. 75%-40% /0 LEWrH OF CO/IE ,.EltCEllr llECOVCIW AND 11.0.0. ISORINe 310 .......... +140.4 1 FI LL
- GRADES TO SANDY SILT WI TH AOC K FRAGMENTS AND OCCASIONAL CINDERS REDD! SH-BROWN SANDY SILT WI TH ROCK FRAGMENTS TOP OF ROCK ft 18i 1 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 BLUI 'SH-GRAY AND MCRE SANDY
@ 42 1 VERY FRACTURED @ 47t 1 TO 49i 1 BORING COMPLETED ON 9*29-70 CASI NG USED TO A DEPTH OF 18t1 WATER LEVEL @ I 2t 1 ON 9*30*70 300-LB HAMMER @ 24 11 FALL BORINC!I M-1 GRAVEL
- TOPSOIL REDDISH.BROWN SILTY CLAY -
FIRM REDDISH-BROWN CLAYEY SILT WITH ROCK FRA3MENTS - VERY FI RM TOP OF HIGHLY WEATHERED ROCK AT 5 1 BRUNSWICK SHALE '<EDD I SH.BROWN S 1 *-TS TONE - HIGHLY WEATHERED TOP OF HARD ROCK AT 5~ 1 MODERATELY FRACTURED HOR I NG COMPI FTFn ON 4*28*70 CASI NG TO 51 WATER LEVEL NOT ENCOUNTERED 140-LB* HAMMER @ 30 11 FALL /0 94%/26% I LEl#rN OF COllC 111111. ,.EltCEllr 11£t:(WE/W AND 11.0.0. DE,.TH i IN FEET 190"9N8 311 .......... +l.41.7' TOP OF ROCK @ 9i I BRUNSWICK SHALE FRACTURED, 101 TO 15 1 REDDISH-BROWN SANDY SILTSTONE WEATHERED TO 17 1 VERY FRACTURED, 101 TO (51 GRADING MORE MASSIVE Fl NE.GRAINED SANDSTONE AT °32 1 TO 371 BADLY PITTED AND WEATHERED @ °36 1 *37 1 REDD I SH.BROWN SIL TS TONE WI TH :JOME FINE.GRAINED SANDSTONE@ 391 GRAD I NG TO REDD I SH-BROWN FI NE.GR A I NED SANDS TONE @ 42 1 GRAD I NG TO REDD I SH-BROWN SIL TS TONE WI TH CALCITE STRINGERS@ 46 1 BOAi NG COMPLETED ON 10-6*70 CASING USED TO A DEPTH OF 9 1 WATER LEVEL ct '7f 1 ON 10-6*70 300-LB* HAMMER ct 24 11 FALL NX DOUBLE TUBE CORE BARREL
- CORE LOSS DUE TO GR I ND I NQ OF ROCK ISOftlNe M-2
---~ +249.8 1 0 t:OfJllT....... ~.*..,. __________ BLACK CLAYEY SILT
- SOFT REDDISH.BROWN CLAYEY SILT WITH ROCK FRAGMENTS* FIRM IO
!3 EO I 00%-72% II LEl#rH °' t:OllC . 1lflll. ~llCEllT ""'1f!EIW Miii,,.* 0. 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 To4 1 WATER LEVEL NOT ENCOUNTERED 140-LB* HAMMER@ 30 11 FALL DE,.TH /# FEET /() I 00%-22% II /() I 00%-57% i NOTES: 190"9N8 M-3 .......... +251.0 1 REDD I SH.BROWN CLAYEY SILT WI TH ROCK FRAGMENIS - STIFF TOP OF ROCK@ 4 1 BRLNSWI CK SHALE REDDISH-BROWN SILTS'DNE - HIGHLY WEATHERED GRADING HARDER AT 6~1 BUT HIGHLY FRACTURED GRADING LESS FRAC'URED DOR I NG COMP LE TED ON 4*28*70 CASINGT04 1 WATER LEVEL NOT ENCOUNTERED 140<s. HAMMER @ 30" FALL .......... +250.8 1 CLAYEY SILT WI TH ROCK FRAGMENTS - FI RM TO ST I FF TOP OF ROCK@ 2 1 BRUNSWICK SHALE REDD! SH-BROWN SANDY SIL TS TONE SLIGHTLY WEATHERED AND HIGHLY FRACTURED GRADING LESS FRACTURED TO HARD SIL TS TONE BORING COMPLETED ON 4*C1*70 CASING TO 2 1 WA TEA LEVEL NOT ENCOUNTERED 140-LB* HAMMER@ 30 11 FALL 1. SH notes on Fi.,,. 2.5-22, Sheet 1 for addition*I 1xplM*tion of logs.
- 2. For locations of borinfl,.. F.,,. 2.5-20.
- 3. Logs prepered by Dames and Ml'Cn.
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE ... llCLilll* SHEET 25 OF 37
Ll/#111 "'CO/fl f!Ull, 'EllCEllT ""°"",,,, AllO 11.eO. LEl#Tlt 0, C0/1£ 'EllCEllT Ht:OWIW AM II.... BORINe 400 ___..... *160.91 STATION: !RUNSWICK SHALE RED THICK BEDDED SILTSTONE BECOMING MEDIUM BEDDED i" CLAY SEAM REDDISH-eROWN FINE-GRAINED MASSIVE SANDSTO'NE SOME CLAY IN JO I NTS BORING COMPLETED ON 2-25*71 BORINe -401 ........,..,.+174 1 STATION: N 6013 E ~2 THIN TO MEDIUM BEDDED REDDISH-BROWN SI L TSlONE SOME VERTICAL FRACTURES WI TH CAC03 FILLING VERTICAL HIGH ANGLE FRACTURES FROM 8 1 TO 12 1 t" CLAY SEAM REDDISH-GRAY FINE.GRAINED GENERALLY MASSIVE SANDSTONE BORING COMPLETED ON 2*26-71
- (BLOCKAGE PREVENTED RECOVERY OF LAST RUN)
LEINTll 0, COllE lfll/I/, 'EllCEllT Ht:OVEIW AllD If. eo. t:EPTH IN FEET BORINe -402 ........,..,. +179 1 STATION: N 6Cli9 E 4072 BRUNSWI Cl<: SHALE REDO I SH-BROWN MED I UM BEDDED TO MASS I VE SILTSTONE FRACTURED FRGM 81 TO 91 THIN CLAY SEAM (j 131 (60 DEGREE FRACTURE) REDD I SH-BROWN FINE-GRAINED MASS I VE SANDSTONE TH IN CLAY SEAM (60 DEGREE FRACTURE) REDDISH-BROWN MEDIUM TO THICK BEDDED SIL TS TONE THIN CLAY SEAM THIN CLAY SEAM BORING COMPLETED ON 3*1*71 BORING 501 SURFACE ELE-.T'ION 280' DESCRIPTION o~~-..,.,...,..,.,...,..r-~~~~~~~~~~~~ 10 15 20 25 100 72 100 PERCENT CORF RECOVERY 0.0 - 5.0 SILTY SANO, B~OWN, FIP.11, WITH ROCK FRAGMENTS. 5.0 - 26.0 SANDSTONE,
- BROWN,
~NED, HIGHLY JOINTED: WEATllEREO TO DEPTH OF 9 FT. CORE BADLY BROKEN FROM 14' to 21' BORING CC>>1PLETEO 8-20-11 DEPTH IN BORING 502 ~FllCE ELEVATION 280' FEET OESC!WP'f/ON o..,-~---,r:r.r:r:r.r:.-~~~~~~~~~~~ 10 /$ 90 1111~~11 30 loo mrnnnn PERCENT CQIE RECOVERY 0.0 - 5.0 SIL TY SA"O, BROWN, FIRl1, wlT!rROCK FRAGIUTS.
- 5. O - 20. 5 SAtlDSTONE, BR<MI, WT'l'!rWE INTERBEDS OF SILTSTONE.
SOFT ZONE FROM 15' to 18' BvRING COt1PLETEO B-20-71 NOTES:
- 1. Set notes on Figure 2.5-22, Sheet 1 for addition1I expl1n1tion of logs.
- 2. For IOC1tions of borings,.see Figure 2.5-20.
- 3. Logs prepared by Dimes Ind Moore.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LQ81, SHEET 26 OF 37 FIGURE 2..f.IZ
L-i =lCKn OSchu l6uU,P 0,*Struc:t.un 1 0 ~L_~~H 12.0' SAHOY Sill: I 0 zo 100 25 ] 0 100 35 L-6
- 100<
15.2' - 35.01' SMDSlONE.
- REO,
'JEA:'I' Flltf-GRAiimliTTll""""tHIN SHAH PARTINGS. flODEAAT[LYFRACTUREO PAWHLTOGEtmYDIPFHtG ~~~}~* A~~~~~o~Ev~~~~i~L BINCH[S. O Schuylkill Pump Struct11n 10 15 20 L-11 -11.0'ClAYf't'SILT 13.0'-23.0'~;REO,VERY F!Ni-GRAINEO.HAJtO,ll)[UATELY fil~~~-AT~~S TO GRAY, MEDilJ4 re~r:: *
- =.::..
!I THISJSAHAND-OUGPlT. Elev.138.8 L-12 W-3 ~ IOOI 0 SChuylkill PumcStructure 10 0.0' - 9.0' SMD: RMDOMGRAVEC-9.0'-19.0' SAl()STONE: GRAYTOREO, VERY FINE GRAntlfWlTH SHA.LE PARTllllGS. HARO,NlOERATELYfRACTURED L-2 100> O Schuyl~oll :u7Structurot I 5 20 2 0 e 1
- 1 o.o' SAAOYSJLT
- CLAYEY, 0
L-7 &;huylk1ll Pump 11.0' -14.0'GRAOESTOSANDSTOflE, \\IFATHEREO 14.0' -24.0'SANOSTONE: RfD.VFRV F!NE-GRAtNCD,HARD,WITHSHALE ~AIHIMGS ~OERATELY FRACTURED ~~:~LEL TO BEDDING. 011£ VERTICAL 1 I
- 0. 0' -
12.0' SILT: CLAYE~ ANO 5ANDV I I WITH GRAVEL BELOW E' L-13 12.0' -22.0'SAAOSTONE. REOHIGHLf WEATHEREO.WITHSOFTSHAlEPARTING<; O Sctiuylktll PumoStructure SHALE: HIGHLY WEATHERED 10 (AUGER HOl.E. NO SAJ'IWLES) [le~. 121. 5 W-4 Eleov 104 =100" O Schu~lk1ll Pump Structure 15 100 o.n* - lo s* SA~- 5"ALL GRAVEL~- 10.5' -20.S'SANDSTONE: GRAY, HARD WITHREOSHA.LE~."'111-:RATELY FRACTURED. L-3 20 96 L-8 12.0' -15.0'GRAOESTOSHAUAND SILTSTONJ. WCATHERE.Ll -- 1$.D' -25.0'SAHOSTON[: VERY FINE-GRAINEO,~SHALE PARTINGS. J'IQ[)[RATEUJOINTEO ~~~:~~ CORE LENGTH IS ABOUT :' SchuvUuU PumpStucture O~ 0080SILTLLAYEYAND5ANOY WJTHTRACEOTGlfAVEL BO 120 SHALE WEATHERED 10 REFUSALAT120 AUGER HOLE L-14 t lev. J4 l li'-:':.
- .*::::"~"*"'
5 FJNE-{;RA!NED~TONEPARHNGS 10 (AUGERHOLE,NQ5AP1PLESl W-5 100~ Q ~U'l'l~lll Pur-ip:;itructu*e ~J.~rlL~0.5' SAND l0.5'-20.5'~0STOtlE: RED,FINE-GRAINEO, I/ITH ZOiirSOfSHALE; [ARO L-4 =ijl:., O Schuylk1ll*Pu7pS1ructun 10 2 0 15 = 1om 0.0' ' ". ~ FlP'I. 90G' L-9 W-1 ~!~~y WEATHERED ROCK Iii 13.0' - 14.0' -24.0' SAllCISTCflE: FTNE-GRAINED, WllRO,liiOID'rrLY FRACTURED PARALLELTOBEOOtNG,OCCASIClMAL VERTICALJOINTS. AVERAGE CORE LENGTHISA80llT4TNCHES RffUSAL@lB.5' (AUGEPHOLE.HOSAl"IPLES) 0 scnuvll!.111 PumpS'.ruc~ure 10 IS 25 0.0' -l:l.O'Slll: OEKSl::..SANOY WITHOCCASJOfa1iilSMALLGRAYEL 8.0' -28.0' !>ANOSTONE: RED.VERY FJNE-GRAINED~OSLllitHU CClARSFR AHD!iRAYAT 13 FEET. HARO, '1JDERATELYJOINTEO. W-6 L-5 ~ PO't O Schoyltc:1ll Pu~StructuN! 15 0.0' - 12 ~* SlLr: CLAYEY A~ ~~~-WITH SCMTGRAYHS ST,1,RTJNG 12.5' - 15.0' StJAL[: WEATHUIEO, SOFT. 15.0'-Z!LO'SANDSTONE:GRAYBRO.... HIGHU FRACTLl!fDliAAAITEL TOE£00ING SltALEPARTINGS. 20 BO L-10 O Schuylkill Pump Structure W-2 loo* 0.0' - IC.O ghl_ (AUGEROOLE,NOSAl"IPLES) PHUSALAT17.0' 0 Sct.uy1k1ll PumpSrructurl! 10 20
- 2.
0.0' -7.6'SILT: SANOY.OENSf WITHOCCASIClMr""SIW..L6P.AVEL. 7.6' -27.6' SAALE: RCO,THINLY BEDDED, P{)OERMITY FRACTU'1:FD PARALLELTONEAR-HORIZOHTAL l!ECIOING n LJ ITIIIIJ] ~ LJ ~ D EXPLANATION Fill. Overburden, undifferentiated. Sand. Silt; clayey silt (ML). Sandy silt (SM). Sandy gravel (GM). Silt with siltstone fragments or boulders. Clay(CL). Silty clay, sand and gravel; clayey sand( SC). S1 Its tone. Siltstone and soil; siltstone and sandl!one. Sandstone. I ] Shale Overall percent core Percent W Hole number fie(. 104.,..___Elevation, top of hole .....__Site Structure where drl I led Lithology Elev. 87....__Elevation, bottom 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 1'-.1" c.1.** 1* I I 10 10
- O 10 10 II 110 Ill S-6 Elft'.105 C.l.*U*
10 £19¥.83
- .** -**** M!...11.!!.*
~*,j.:~--~ ='* l..,. --
- 1.-S.
lD.G'. D.G' -* -~-l*D . 2.1' -.1u - 3.9' SlLTt W11 MD lalliYEL ~;:M~~m~* JOllTS. -ftlllFt:El:THD C9f Ulmn!S A 10 I.:MES. S-IA t:111't'.1Jll C.l. *t* 0 10 10 I I JO II 40 41 10
- o 70 71 1
10 II 100 Eltw.7!; S-7 10 IS 10 JO 11.0'-lt.l'~ ~:-~.J~~~ r:c~~' Cll:fl*D lhDllli. ~CASI.,_ WDTIClll.. JOnns. AW-cau LE.-ntl lllCMESTOCll:l'Tll Z3FE£T, 6-IGllOUIELCl'23Ft£T. S-18 El.... 171 .... 0-10 I I 10 11 JO
- O 50 71 10 II 10 ti IOI 110 110 Ill ISO Ill Ehv. JS
- 1.0'~
31.0'*31.l'SOffztm:
- ~i
- ::*~F,:.
ll.O' - *.0'1 ~~-~P::.:LEL TO.._., m:rno -*** MIME am losnt IS I 11135. C.: ,....._, l...,.EJ ID.OW 56 '1ET 47.0'-41.0'~ 50.0'-!il.0'~ IO.O' 2 llCH SOFT n.: ~:w.}¥:*:.;,,~g_~IT KDDl *...__S. 111.6'-112.0'~,SOFT. t.*.** 10 II 10 JI Elt¥.101 s-~ Eliv.108
- Ill<
0 1ohuv*m~$trucW!'9 ~Ei'*'d'1r&i*'Flfli1"" 10 I I 10 IS S-8 Eln. lUi C.R."'lOD'l O ScnuyNlill S-11 10 0.0' - 18.0' CLAYEY 5ILT: Q.O' - 2.0' llllTER t.0'*5.0'**tulll S-3 Elew.llJ 0 ~~;,,:;:; m1wwmsw 10 II 10 11 JO II 40 50 10 IS 10 ~.~1*~
- .,*.*~
/'~
- 111*
c1..... 12.J S-9 S-12 Ell'V. 79 M.O'Clm...... M.5' - J7.0' OPDI ft"ITIUL JOJ11. L05T 50l.. THATM.5 FtET. 5t.O' -55.t' SILTST*: IED,IWll, 5MlU IM PMT.-- 0.0' - ILO' CLATU SILT MD SMU ~ 0.0'-14.0SJUYS\\MIAJDQIA'lll. S-4 [1". C.l.*lrS o,_!!llJ!l_,._ 10 II 10 II JO 40 S-IO E1..... H* C.R.*IOOI t._a' - 1U' SlLn MM WftL: ~!!!Im,~ 10 0.0' - 2.5' lllllTU 2.5' - 7.0' SJLn S. - For explonotlon of 1ymbols,sft slleet 27, Figure 2.5*22.
- 2. For locotlon of borlnQs,see Figure 2.5-20.
LIMERICK GENERATIN~ STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT ORAPtftC LOGI, SHEET 28 OF 37 FIGURE.....
T-1-1
- l~~ev. 256.7 O Unit1Cooli T~
20 2' 3 0 T-1-2 D.O -J.0'01'£RBUROEN. WEATHERED ROCK AND ROCK FRArJiurs \\ilTH CLAY 3.0' 30.0'SANJSTCJIE: RED,l-IARD, FINE-GR:AINEDGll.ADillGT051LTSTCJIE INPART. OCCASIOMALVERTJCALJOIJHS CORE LENGTHS AVERAGE. I H~CH fROM DEPTH 5-~. 5 FEET, TflEN AVERAGE 10-15 INCHES Tlr
- .*~.~.=..
0.0' - J.5' SILTSTONE ANO SANDSTOrlE: ':f'.=** WEATHERED, CL YE. ~--:;:- 3.5 - 5.0' BIT RESl~TANCE AT J.5 ~- FEET,H.AROAT5FErT. T-1-13 T-1-18 Elt"v.249.3 0.0' -3.0'0VERBUROEN RED CLAY AJllDIWCKFRAMll~-- 3.0' - 30. 0'..sJ..LI.5Illtj. SOFT ZONE~ TO 9 FHT. PRIMRILY JOINTED PARALLELTOBEDDINGWITHAPI OCCASIONAL NEAR VERTICAL JOHH. SMDSTONE 1'I PART. CORE. LENGTHS AVERAGE LESS TIJAN 1 HICH TO 9 fEET,4JNCHEST020FEET.THEN l2[JijCHES. -2.S'Q.'tf_RBUROEl'j_ 2.5'-fi.O'EASYORILLINGT04 FE£T. BECOMING HARO AT 5 FEE~. Unit1Coo11ngTo-O / i==u o.o. JS("'"°'). SILTST,ori~ -=-= WEATHERED, SCK: FJLL -- -~ J.5'-S.O'(APPROX.)~TO_fll[ T-1-23 0, rnc:~-=*1=,_' -, 0 ~~ Z.0'-5.D' SILTSTON[ UJllWEATHEREO~- T-1-3 Elev.226.5 T-1-4 Elev. 256.5 Aui:ierHole o.o* -3.5'0YER8UROEl'I: ROCKFRAG-HEIHS IN CLAY---- 3.5' 30.0'SILTST()NE: REO,HARD, SAflOSTONElfllPART. OCCASIONAL VEIHICAL JOUTS. CJRE LEPIGTHS MERAGE B-10 INCHES. rm-~., ~'"-"' ** 40 60 BECOMESHAQJAT4FEET ~ REFUSALAT60F'EET T-1-14 Elev.216.0 T-1-20 T-1-22 0.0 -3.0'0VERBURDEPI: ROCK FRAGMENTS AP!~ 3.0' -5.S'SHALE: YELLOW,DE-CCf4POSED,CLATI'f.- 5.5 -30.0'SANOSTONE*
- GRAY, HARO,GRAOlfrlG~SllTSTONE CCRELENGTHSll.VERAGE4!NctffSTO
~~r~ ~ ~: ~:: AVERAGE 6-10 lf'llCHES oill'"'c,;"~"r~*' 0 C' - 4.0'.FILL CLAYO S:LT /\\PIO -,,.. ~ '\\' ROCK fRAG1'1Hlf~-.- ~I 40'-5.0'5ILTSTONE ~ --~ T-1-5 Elev.256.0 -1001 O Unit 1 c_:~~ To-r 10 30 20 30 0.0' 4.0' SILTSJ_Q_PIL WEATHERED, CLAYEY 40'-JCO'~REO,HARO, ~:~gi~O~E !~~~~~RT. SE~~~~G~Ei~RE AVERAGE ~ NC REAS [ S TO l 0 ! NCH ES T-1-6 3.5' FEET T-1-15 =99'1 0.0' -3.0'SlLTYCLAV: RED MITHROCl<f~.- 3.0'-B.5'~:YELLOWISH. \\ij[ATHERED,SOFTANDCLAYEY, OVERLAI~ BY TH!fll BED Of DARK GRA~. MED!Uf<l*GRAHUO SANDSTONE ~E~~ HA~g: 0
- ,~~~i~~~o, ~
- mi r SITLSTONE!NPART 2 *(SEE NOTE 3) 4 o.o* - ZJ.O' 51LTSTONE*
R£0-BR'~* "1EOIUMHARO,SCATTEll:EDSTEEPLYDIP Plf'llGCALCITE-FILLEDJOINTSAPIO CALCITE GRAINS. Un11 l Cooling Towe* 0 I [ *. -.='.]* o.. o*.- s.o' s1us10HE RED-BRQWJj, --::--:-=--= MEOl~HARO.~~UJ 3ROl<EN gg ~-=-~~ ~~? 112' l" PIECES FRO~t 1.0' T-1-7 = 9 A~ lev. 253 5 O Unit 1 C~...!.'.,_- Towe* 10 25 T-1-8 T-1-16 10 2 0 2, , 0 ~A~~v-sf~T~~~T R~~~~~T BEDDING. C0RELENGTH5AVERAGE2INCHES TO DE.PTH 7', AVE.RAGE 6 INCHE.~ ~:~~l~,B~~o~4;.;."~D AllnAGE 10 T-1-9 T-1-10 T-1-11 - 2.5' QY!_RBURDJ:~ ~'!': ~~~.~T~~~iNT_RE~c~~ STEEPLYDIPPJNGJO!lffS CORELENGTHS ~~~~~~ ~s'~~H~~c~~t' mows* T-1-12 OVERBURDEN SILTSTONL Tm-**,.... -~ -~.=~* 2.0' -6.0' SILTSTDN-;- BECOMES l'ER'!'f!AADAT~ 5
=
O Untt1Coo~f19Tower T-1-17 = 96 ~lev. 253. 9 O Un*t 1 c:;n:. Tower il 0' - 9 5' SOFT ZOPIE. 9.5' - JO.O' GRAY, KARO, BR:ITLE GRAOESINPAl!TfOSILTSTONE 5 8-A 20 2, 0.0' -20.0'SILTSTONE* RED-BROWN, MEUJlll HARD. IDmID' CAlCIH-FILLEO,STHPLY OH'PING JOINTS BROl<Erl ALOtlfi NEAR-VE.MTICAL JOINTS~ 2.1','N02.8'. 314"HORIZONTALCLAY SEA1fl2.9 ~~~1;E~~ ~~~O 1/2" T-1-19 ~~:~~ ~Y 0 ~~~~:E~~gw si~6~ *
- 7. 0'
~ 30.0' SAAOSTONE: GAAY, HARO, ~~A~!~ TO RE~JLTSTQN[ 8 Elev.2?3.6 II 0.0'-ZO.D' SILTSTOflE RED-BROWN, JltEOI._.,.HARD.~CALCITE GRAINS. ~~~~[N FPO>! 0 5 NEAllVE.RllCALJOINTSldlZ.4' Afll013.2'-l3.4' ~E~~ ~~RT!CAL, 1RO~-STAI~ED FRACTLRE 0.0' -20.D' SILTSTOf'llE* RED-BRCWN, MEOllJ'lltAR0,~£0,SCAnEREO STEEPLY DIPPING CALCITE-FILLED JOINTS I! =92't O U11111C~"~Tuwer LO 0.0'-50'SILTSTOlllER£C-BR<MN, ME:OIUMH/IRO ----- RROl<FN lo/IT~ TRAct Of CLAY ~ 1 13
- BRO~EN !~T? 112" 1-1/2" P![CfS FR1Jt-1 00'-?l
- 4.D' 91_ERBUllDEN 4.0'-7.0'~:GR.AV-RED, ltJOERATELY HARO *nm CLOSE HORIZOIHAL JOINTifllr.,MOIST. 7.0'-lO.O'SilTSrDNE: WEATHERED, SOfTTDlJFE~STOflEIN PART. JOHHS ARE Pfl:IJltl.RILY ALCIHG BEDDlf'llGWITHAHOC:CAS!Of'llALNEAR VERTICAL JOINT. A~ERAGE CORE LEN6THSSELOW13FffTIS6INCHES 0.0'-ti.O'SILTST(NE. WE.ATHEREO GRADrnGTO~EET 0.0' - 4.0' onRBUROEN. CLAYEY SILTANOROC:~ll'T'\\ 4_0'-30.0'SllfSTOHE. REO,HARO, SANDY.SANDST~T.CORE LENGTfiSAl'ERAG[QJIHCHESTO DEPTHOf12 FEET. Ttt:N 10-1~ JR:HES. OCCA'\\ ION.Al HEAR'IERTICALJOINTS I. For explanation of symbols, see sheet 27, Figure 2.5-22. 2 For location of borings, see Figure 2.5-20. Holes 2 !hrough 39A are numbered to indicate plinth foundation tor 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
11
- 1911 *'ft:S) n..... 1 II new *. nJ.7 26 10 10
£1.,.HLS B-3 11~..... 10 II 10 I I B-8 C.l... UI 10 I I IO ~-::: JUii:.~~ cm-m.1..11.muu et"'1* *rm. -11no112*-1*1t11crst J.!'-4.0' L.~ iacrn a* mDtT lllllPlll.... 11!.0' - 11.1' -111111/2"-l"l'IltrSI 11.z*-11.1*. ~O'SILIMIT11SILTSTW ~-~~=~ -**-[ICIPT..,.,lb_ AT*.t'-7.l'...il.1 1 -1.1'. 10.0'-11.5'~: ~~iii,-.z:~~* ~:; U.0'-13.5'*14.5' -15.l'. Sll91Tl.1'WIAMBD,MN9KLCll17.I'. 0.1'
- 1:.G' SILT MI1'll 5IL!J!W
!!1!!11!!!!1
- .... ~~~
.ir--=!:* mYD. ":t: CM.CJTEWIKS. CLAT-.- mE*u 01,,nlli JOim f6.l'-'** llDll*M.*MEPl1'Dl"lllliJOl"1S t6.1'*7.5';12.0'-12.5';17.7'- 11.C';18.t'-20.D'. LUOIO CM.CITE M.*.JOIIJT I 17.D'-17.1'. 17A ..... 81.7
- .:;*15.0'!U..!llR.:IE~.
_...... STO:f\\'f ll""I*,_,_S If.I' - J.I'
- 11.0' -10.1'.
10 ~110.7'-11.l'. I I El..,.Zll.7 32 n... **' C.R.*111 10 I I 10 El*"* Hl.6 B-4 Elew.14J.] c.*.** 0 10 I 9 10 19 Elev.ZU.] 9-9 10 I I 10 LUI Tim 1/1* CLAY/SI,_IT COATI* *,_,.. t 13.t'. ~-- =-~ :-:.-* _,_J,1 1 -l.t'* 1.4'- I.I'. tm: IMMS CM!m.Y AT IUl.-*I-mTM. 11\\.mS. 1111* Cit.tilt LPUlllli I 0.5' - z.1**10.1*-12.1*. ~o*SJLTUTHSJLnlOllE =i~,~~-::;, CL.AT 10 ZlmS TO t.5'. TMlll KCIJIES"l:DllM -.ILIIMTU.u--. ElCUT Wlrtl: mm. 111* - lt4* son LAft'.llS t 11.6' - 1!.S'. IMllEllM.*STEEll'lTDil'Pil&.JOJlfTS
- 13.t' -11.5'.
-.i;1 M.CllG ST!Ell'l.1' Dl,.I"6.Hllm lll.1'-ll.0'. a.a* - l.D' SILT""'" 51LTSTW
- .;/:~t~~i~ 7:oltw 6.0,
~1111 SUTTDO CM.CIT[ iUI"5. -.EM FIDI 6.0'
- 7.8'.
SA*Ttll.8'
- IZ.5'.
U!l.S T1IM ltl* THICK SOFTtR. 11£.U:- lmlzmrTAL.LAYElf16.41'. MOIUFO 17.5' - 19.0'. 20 new. zn.s O UMl1~T.-r 10 II 10
- 91.41
~.-sll~a~i=-* El*'f.21!.S Elev. ZI0.5 cacm-e.TU a11fs. s.'J I f.D'
- J.O'
'fHTltli..JOilf1Sll.I' O UNt1~T-10 I I 10 10 I 9 10 19 90 C.R... 941 0 10 I 9 10 I 9 ~ ~~- ::: &illlko.m-..:' --= rm 11r* - J/4" itHcn 11.s* - J.Z'. B-5 E1n. M4.6 Elew. ZH.fi B-IO Elev. Z4S.l Ele.. 218.1 tALCITfLMtW*FILL£D,JCl(lf1S s..t¥. 10.1' - 11.4'. ... 111.1'-lU!'IUT -.AMKO. LClf -.£ CM.CITE CQlTECI FMCT\\ltt: 116.5'. 0.0' - 2.0' SILT Will! SILTS!l!I !!!II!!}.:
- i~im:i~s~-:O-SILT/CLAT*ll:IITO*.S'.
Ml*Y.Un.MD fllll! 6.5' - 17.1'. ~:t..~.u': ~~~IE> CM.CITt*I*. MUG:* WC ID-STADUMi I 20.0'- Zl.D'. lMCESILT/.U~ M.CllC lllPll-IGIZlllTM. l'LW
- Zl. DI.
SMDT I 29.S' - 30.0'. 0.D'-l.O'SILTWITNSJLTSJm !!!I!!!!!! ~~-~~:i..s llO-- TO.,, llDILM IMO, -.An.MD Elt£PT.U llDTED: SCATTEm:CI CALCITE GUIIS. llDlll FllOll 5.D' - 5.5' Ae 6.8'
- 7.1'.
1/2* HCllUZOWTM. CL.A.YET SILT SEM t 7.0' REM HOIJZOITM. CA.I.CITE UIUME. tlT.0'-22.D'. llDlllALCllCY£RTICALJCIIlflt Z5.]'-Z5.9'. 10 10 10 11 10 10 I 9 zo 25 23 n.... m.1 Elev.nt.l 39 ~;.. ::: 1111198.~-:m Cllt.ITl*CIL.Clll-rtLLIDJDilfB. _..l.J'-5.4' ~*1!.6'-15.7'. UM1c:..MlllT_. B-6 B-11 El1v.Z44.D
- J;.- ~: lltlillb.~
MPLT Dl"I* CM.CITt-FILLID JOllTS. _.IL_ --'fDTICM. JOim
- 2.5' - ].7' i 1.2* - 1.5'; t.1' -
1.2' *ul 13.()' - 1*.D'. JllJTTLE.D,llllMCALCITEllli.6'- 17.0'. liimr lild'lM'w. ~~i~~l~~::":' AT 1Ct.O' ~ ---* *ILM ._WITllSCATTEllDc.M.CITE*ll15
- LMI.-:. mtPlTDl"lllC FWTI.m:S t 10.D' - lZ.O'.
.-11ll.0 1 -H.O'. 1 t4* IDl_..IZllmL LATER '* -~110Clll4.0'. llGllD. 11.0' - 11.8'
- IUIKU'-20.1'.
IM*lll12Ll'-21.l'lflTH50fTD LAYAIZl.Z'. ~~~~-'fu wr~-= son. IELtll 12.0', RE:D-MMI, 111:0111'1 HMO ..U.lHE*DwtTHSCATTEIEOmEPLr 01,,UICc.M.CllE-FILlrDJOllYS. ~~Al.CllGFMt:T\\MEfZZ.O'- 23A Uft'.ZJl.l --. r1-~=a**-=
-
rtt.cm *t* *!TD"-' Dl"I*
=
JOllTI. I
- 1 10 19 0
10 I 5 10 29 JO Elft'.2?1.3 39A B-7 Elev.2417.2 B-12 Elev. 210.9 mEPlT DIPPI* fWl'UllS I 8.0' - I.I'; 13.0' -141.0' Miii H.I' - 11.0'. TMl:EIJFCLATIL*i\\Ll 0.0'
- 1.0' $1LT 11T11 SJLTSJW:
!!!!l!!I!!!: 1.0'-3Z.5'SILTSF*: SOFT,HICH.1' llEATNEM:DTO~ IEl.OW12.0',RfO-.... T01iM1' 0 "l:Dltll tMIE lfITH S£V[Ul STEEPlt DlPPUllii CofiCllE-FILlrD.JOUITS. For Hpl-flOn of aymllOI*.- '""' 27, F19ure 2.5-22.
- 2. For IOcoflon of borln91.1M Flture 2.5-20.
- 3.
Hol.,. 2 fhrouth !19ilare nurMerld fo lnclcalll plllfh fDundallan for the Unit I cooline,_ *her* hole - drilled. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE Ma
8-13 20 8-18 8-23 = 95;1ev.ZSD.l O Unit1 Coohnv Tower 20 30 3 5 o.o* - 1.0' SILTi.1rn SILTSTONE ~GMUHS: ----- 10' - 31.5' SILTSTOflt. WEATHERED TO~ BllOll 15 0'
- Rrn-BllOWI'~. JilEO !UM HARD SCATTEREOCALCITELAfillAAEANDSTEEPLY DIPPING CALCITE-FILLED JOHHS BROKENALONGSTEEPlY-OTPPING,JOINTS Ill 21 B' - N.3'
~~~~ ~~R1,a;5~~~IZONTAL DECOMPOSED 0.0' -1.0'S!LTll'ITHSILTSTONE FRAGl'UHS ---- 1.0' - 36.0' SILTSTONE:
- SOFT, HIGHLYWEATHE~.5' BROKEN,WI-:-H aAY ti 17.8'-18.7'.
=~~E~~D o ~Ai~~~~S::~Ns "~~~UM o1~~E-FittEo sTEEPt Yo 1 rrrnG Jo1Nrs. BROKENALONGSTEEPLYOIPPINGJOINTS 1!122.0'-22.9'. SOfTER,MOREWEATHERE0@32.0' BROICEN ALONG JOI~ @JJ.5' - 34.0'. 0.0' -Z.O'S!LTWJTHSILTSTONE BOULDERS
2.0 '-370'SILTSTONE
HIGHLY WEATHERED, SHAif1010.0'. BELOWZO.O'"l:Dll.l'IHARO,SLIGHTLY WEATHERED.SCATTEREDCALCJTE.A'8'.l STEEPLY DIPPING CALCITE Fl LLEO JOINTS BROKEN fil 21.*J' - 21.2' WITH 1/4" H01HZONTALCLAYLAYERfil21.l'. ll2" SHAU:/CLAY LAYER AL:)P!G 6° PLANE\\<121.3' 8-14 1!5i 72 zo 73 B-19 0.0'-2.0'SJLTWITHSILTSTONE f_~li"!_E:.!!li -----
- 2. 0' - 23. 0' SILTSTONE:
- SOFT, HIGK.Y WEATHi;:f{fDjQi2.0'.
BEL O\\ol 12
- 0 ', B RO... -GRA Y, MEI I U~1 HARO.
BROkEN ALONG STHPLY-OIPPINC>JOINTS@ 13.9' - 14.0', 1~.~'. ~ 1~:~> 20 3' - 20.5'. 112"SOFTSHALELAYER@21.7 U11t 1 Cooling Tower B-24 Elev.250.1 ~ 92'1. O Un>t1C~~Tower 0.0'-1.0'SJLTllJTHSILTSTOHE fM_~ENlS; ---~- l.0' - 28.5' SILTSTONL RED-BROWN TOGRAY,llfAT~2.5' BEL01112.5',MEDIUtlHARO,SCATTERE0 CALCITEGAAINS. BllOK.EN,SOFTllilTHl/Z"CLAY/OE-C(MJ(]SEOROCKL.AYERfillJ.B'-13.9'. BROKENALONGSTEEPLYDIPPJNGSLIGHTLY IRON-<;TAINEDfRACTURES@2?.9'-23.b' 0.0' -24.5' SILTSTONE. REO-BROllN TO r.RM, HIGfrY'""WITRER.ED TO U.5' BELOW14.5",r.()[IERATELYWEATHEREO SCATTEll:EDCALCITEGRAlllSA111STEEPLY OIPPINGCALCITEFILLEOJOINTS. IRON-STAINED ~ 15.5' -17. 2'. NlKPOUS CALCITE LA1rnu.r RR:OKfN ALONG STFFPL¥-OIPP!Nr. JOPfT @22.J'-22.B'. BROK.EN ALO~ STEEPLY-DIPPING JOHil @30.4' -30.9'. 8-15 8-20 8-25 Ele'f'.251.8 ~ 91t O Unot 1 CoolmgTower 20 30 3 5 0.0' - 2.0' SILT wm~ SILTSTONE FAA!iMENTS ---- l.O' - 32.O' SIL TS TONE.
- SOFT, 1<1~"'1LY WEATHERED TOT!~
BELOW12.0',RED-BROllNTOGRAY,MEOIUM ~~~ j T~L ~~r~~ ~~~T~~~~~l Y ~7~~i~~EO CALC:TE-FILLEDJOHrTS SANOY,MJCACE0US@'6.0'
- SOFTER, SHALY(l22.8' BROKENALONGSTEfPIVJlPP!NGFPAfTURE
@300' -30.4' 0.0' -0.5'SILTWITHSILT5T0Nl FRAlil'IENTS: ___ 0.5' -34.0'SILTSTONE WEATHER~DTO~- BELOW14.0',REO-BROl1N,SCATTERED CALC:TEANOCALCJTE-FILLEOJOINTS ~~~us SOFT LAYEll.S@ 14.0' 8ROUNALONG STEEPLY DIPPING JOINTS EJ235' 24.4',25.0' 26.0' 0.0'-J.O'SILTllITHSlLTSTOrff FRAGMENTSANOBtJULOERS:- 3.0' - :'.5.0' SIL"'."STONE* RFD-BRO~ TOGV.Y,MICACEOUS,HJGHLYWEATHEREC T06.0'. SANOTill2.0'- IJ.3' 1/2"NEAR-HOPIZOPffAlCLAYSEAA'::. 1!112.5',13.5',14.1',14.CJ'. JRONSTAlNEO,BROKEN@l6.4' NL.MEROUSCALCITELAllINAE. B-16 8-21 =B9ilev.24T.3 O Unit CoollngTower 10 20 30 00' -lO'SILTllITHStLTSTOME FRA~ENTS ----- 1 O' - 2~.5 SILTSTONE son' HIGHLY 111£ATHEPFDTO~ BELOW14.5'.RED-811DNN10URJIY, ~~~~-HARO. SCATTERED CALCITE n~'.1~ Dlj:~~~ CLAY-COATEO JOINT 1/2" NFAP 1-0RIZONTA... [LA~ SEAM @ 14.5' -14.7' i;2~, NEAll.-HORJZONTAL CLAY SEAi'! @ ~~fl~s°' SILT WITH SILTSTONE l.0'-13,0'SILTSTOflE: HiliHLY WEATHERED Nl.MEROUS son LAYERS. 13.0' - 13.5' SANDSTONE: G~Y. FINE GRAINEO, HARD,-MfCACEOLIS 13.5' -35.0'SILTSTONE* GRAY-BIWJN,f'll::Dll.IM~EOUS. ~~~~~y WCATHEREO/OFCCIWl:JSEO II 14.8'- BELDll20.0',UfMEATHEREO. SCATTERED CALCITEliRAINSANCISTEEf'LYOIPP!NG CALCITE-FILLED JOINTS BROl<ENALOM;.STEEPLYDIPPIHG fRACTUREf.123.4' -24.4'. 8-17 Un*t1CoolongTo-r 8-22 =g]ilev.?484 O Unit 1 Coo!ong T,ower 2 5 '0 0.0'-2.0'SILTWITHSILTSTONE ~ENTS ---- 2.0' -25.3' SILTSTONE SOFT, HIGHLY W£ATH£Rf0 TO rror--- BELOW 15.J', RED-B~O~ TO GR.A~, MEDIUMHARD.SCATTEREDCALCITE GRAINS 253'-269'~STIJNE* GR.AY-BR'N,1-'Arl.O,r~ STEEPLY DIPPING CALCrE-'ILL[O JOINT 1i126.0' -26.7' 26.9' - 35.0' SILTSHINE MEDllJlll-'AllO,U~O o.o* - 1.0' Sil T ~ITH SILTSTONE FllAIMNTS* 1.0'-32.0' SILTSTONE Wl:.ATHEREOTO~ LT. BROWN-GRAY, HEDILl'I SOFT TO HARD,!RON-STAlNEDlil14.D-17.0' BELOW 17.0', liAAY-BRCM, MEOILl'I HARD,UNATHEREO. SCATTERED CALCITEGRAINSA111STEEPLY OIPPINGCALCITE*FILLEDJD!NTS. BROl<ENALOfliSTEEPLYDIPPJNG,ll!ON-STAINEOFRACTUREPJDB'-320' I For explanation of symbols, see sheer 27, Figure 2..~-22 2 For 1oca11on of borings, see Figure 2.5-20 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 31OF37 FIGURE 2.5-22
T-2-1 10 I ~ 100 20 3 0 4 22 ~ ~~~;* 256.ll' Un1t2Cool1ngTo....er 34 Elev.256.2 ~ 901 - J. 0' QV~RBUROEN 3.0'-JOO'S.AJilOSTOl'lE
- GRAV, HARD,!iRADJHG~SILTST()ljf INPART,CORELENGTHSAVEllAGf io~~~H~~cfl B~~~~ ~i~G~~~RAGE
-0.5' SILT 0.5' - 31.0' SILTSTONE RED-8R~H. l'IEO[l.M KARO, lrfirmrry WEATHERED J/4" ;gR;~I~O'.f~~ CLAY/DECOMPOSED STEEPLV-OIPPING JOrrns e 8.9'-9.8'. l/4"CL.AT/OECCIWOSEDl!OCKSEAMALOl'jG 5°JOUT@9.8'. LESS THA" l /4~ SHALE LATER !!I 11 '. "ICAEOUStl28.0'-30.0'. VERYJllICAEDUSl!IJO.O' Jl.O'
- 0. 0
- B.5' SILTS TO~£: RED-HRIMN, lt::O!l.MHAROS~LCITE GRA!l~S AJIJ CALCITE FILLED JOINTS. l/2'NEAR-flORilONTALDECOflllPOSED ROCl:SEN4[112.7' Q Uri1t2eo:'~ngToWt!' O.O'-O.S' 0.5'-6.0' SILTSTONE* RfO-BRllllN. Pl..M£ROUSN~ALCLATSEN4S l"-l-1/2" WIDE FR~ '.IO' - 3.C'~ Ji<<l[)[AATELY WEATHHt£0 BELCll. 10.6'-Zll.5 SJLTSTIJllE:R£D-!Httllll, l'EOll.MHARD,~SEVlAALSHEPLY Olf>Pl"6CALCITEFILLEOJOINTS. MICAC£00S.SANOYATl?_S S~LE LAYER li22.8' T-2-2 -20'0VERBUROEN ? 0' - 30 _Q' SILTSTONE
- REO,
~ARO, SANDSTONE IN PART, CORE LENGTHS AVERAGE 2 INCJ-IFS Tl') ~EPTH 1 (\\'. 8ELCW 10' A~ERAGE JS 12-16 Hm*ES. 30 7 Q Un1t2C~f'l!ITower 0.0'-23.0' SlLTSTC>>tE: REO-BROWll, I> 20 26
- 97 ~~;"* 256.4 O
Un1t2Coo<l~ngTower 10 20 35 0755'.t l'IEOll...... ~RO miimiIDftO, CALCITE GRAINS SCATTEREOTHROUGOOUT, COU ~m~~v~6r~P~~- c~LEm-como ~O~~TS @I l.O' -2. 5' ANO 3.4' - ~~~~'.U-O!PPING JOINT@ 14. 7' 0.0' *22.5' SILTSTotlE:RE0-8ROWft, ~:~L~~~*r~~~F~~~E~;c~i~~:IN5 ~R~~~N Fil.OM 0 O' - 0 3' ANO l.O' NEAR-YERTICALJOINTS@IO.O' AND17.5' -Jq3' O Umt2CoohngTo~r 1.0' -55'SILTSTOllE: RED-BROWN, lilf~lYWEATH~MEROUSCLAY SEAMSALONr.10°-l?"BEDOJNf. 6.5' -'LO' SANDSTONE* GRAY-BRM HAR0.112"~ZmHAlSE'°""S li 6.s* Arm H.7' 9.0' - 33. O' SIL TS TCltE
- REU-~ROWN.
TOGRAY,HEOI~CONTAINS SCATTERED CALCITE GRAINS GRAY, M!CACEWS fl 16.~' lllTHo;;{MSHALELAYERS 2"UAVSEAMALCllG89 PLANf@24.J' l/ZNEARYERTlf.ALLAYEROFSOFT D£CC11POSEDR0CK(il31.9' T-2-3 ElPL 23?' 10 Elev. 256.9 =911 Unn2CoolmgTOWl!r Elev ?1J_g 28 El e~. 256. 78 =Q?6i O Un1t2CoolingTower 35A a.a* *30.0'S_ill_5_l!Uj£..: RED, HARD GRAYSAHOSTONEINPART. PRCf4IN£NT NEAR l()RJZONTAL HU>OING FRACTURES wm1 OCCASIOJIAL NEAR VERTICAL JCHHS. CORE LENGTHS A't'EAAGE l :J lllCHE'.:i O_Q' -23.D' SILTSTONE* REll-BRIJilN, ~EDIUM HARO, UWEATHERED EXCEPT FOR SLIGHTWEATHERING0.0'-3.0 CALCJTELAMINAtANDJOINTING!I0.5'- 3.2'. SPACINGOF!/8"T01/4" JOUl DIPPING 7~u WITH 1/16" COATINGtll0.3' -11.l'. STEEPLY DIPPING JOINTS @113.0' -14.3'.
- J.5' OVERBURDEN STEEPLV-OIPPINGJOINTStll.4' 3.3' ANO 16.0' - Hi.3' 1~~~ CLAY COATING 01'1 JOJNT
@I 1. 4' ~:~~~~ rJHO 1/4" PIECES ~ 18 1 1.0' SILT w1rn ROCk Fl!AG'l:NTS 1.0' - 4.0' S!LP:ilCltE RED*BROWl'I CONTArNSN~SEAHSUPHl 3-l/l"WIOE 4.0' -7.0'SAADSTONE: GRAY-BRDln'i. FINEGP.AINED~ 7.0' -26.5' SILTSTONE: RED-BRQln'i, ~~~~~PIO~~~* iTiiWEJiTHmo fXCEPT l-1/l"SHALELAYFRll6.5'
- 2. ~on '.:il1ALE LAVER !! 7. 4' SAllOYlll0.0'-10.6' l/B"-l/4"5HALELAYERSll8.2' 9.1';18.5' 19.3'and20.0' STEEPLY D!PPJNC, JOINTS
~lTH SQl'IC ~~~~.COAT ING ti 22.8 - 23 Z and 25. D T-2-4 30 14 =90 0.0' - 30.0' SILTSTOIU: RED, HARO, SAPUlYINPAATAHDGRAIJESlOSAlll* STONE100EPTHOF12FEET. BEL3Wl2FEET, ROCKISPRH1ARJLYSILTSTONE. CORELENGTHS AVERAf;E11NCHESTfl12' BELl)ojOEPTHOF 12 AVEAAGEISOVERlOlllCHES. MOST i~~~I~~~AKS ALONG NEARLY HORCZON""AL O Unit?CnolmgTower 0.0' - 8.5' SILTSTONE: RED-BROWN, I > 29 MEDIUM ~RD, OlliEAiHERED ~TE~P~ ~.DIPPING JOINTS [ii 1/2' -2' AND BROll:EllFROJ'18' *8.5'. 8.5' 11.0' SANDSTONE: GRAY-BROWN, f!NEllRAJNEn,~ 11.0'-28.S'SILTSTONE:Rrn-BROWN, MEOllJ4HARO,OlliEATHER£D. Elev. 256_ 9 - 911
- 2.
o.o* -0.5' SILTAllOROCKFAAGltENTS: OS' -25.0' <;TLTSTOHE:R£D-BR(MN. ~~f~~~E ~i~LE~~~i~~~D CALC!T[ ANO NEAR-VERTICALFRACTURE!il3.5'-4.Q' 8~KEN Ill 2 9'-J.0'; 5_4'-5.6', 6 5'- 6.6'; 7.6'-8.0'. ~Ir:. NEAR 1-0RIZONTAL CLAY SEA.11 ~ BROKENIJITHSOFTROCK@l2.6'-12.8' BECOl'IESGRAY,l"IICACE005@2l.0' 358 O~UM 2 CoolongTower -20' SJLT~I_H_ROCKFRA_f....,ENTS 75 c.o* -3.0'SllTSTOllE. REJ-BRO.. N, HIGHlVIJ[ATHffiO-~ 5 J 3.0' - ~.l SANDSTOHE rttoIU1"-llM0.17'2"CIM --=--=----:i ~.o* LEACHED FRCl1 5.J' OO -,--~~1_, 5.8' - 2i.O' SILTSTONE. RUJ-8Ra.ffl. LOCAlLYBROl<ENAtONGSHEPLYDIPPING I 0 ~- JOJ~TS. BROKEN FR~ 5.8' - 6.2' '" =~~j ~:;,:~; ;':.:.':',; 1 T-2-5 I* (see note 3j Elev.Z60
- 1001
=97_21 O Un1t2~....'..'._~To-r o.o-za.o*~:REDTO GRA.Y,YERVHARO,SILTSTC>>IEW O Unit 2 C_:~_:i_To-r 0.0' - 16.5' SILTSTOE: REO-BRC>>I, 10 2> Elev.232 14-A £le~. 2~. 7 ~l. PART. SCAITEREO JOINTING PRIIWULY PAAALLELTOBEOOING. CORELENGTHS ~ri~~~p~~~o INCHES, INCREASING Ele~. 235. 5 18
- m-............ ~-
<_~_;_~~-c-_' ~~::;:::,:::.: _ 9.6' -10.0' SAJIDSTONE:GRAY-BROWN, IO FINEGRAINEO,H~ El e~. 256. 8' =92.n; Uoit2CoolingTower Elev.246.7 14-8 = 97 ~1ev. 256. 7 U"112CoohngTower 10 Elev 241. ~ o8J.7't 0.0'-15.0' SJLTSTClllE:RED-8Rtll'l'I, lfllEDI~KARD:~OCALClTEAJllD NEAR*'mlTICALCALCJTEFlLLEDJOINTS. BROKE:t:JNT01/8"-3/4"P!ECC:S@ !:~:-1-4'; 1.8' -7 2' AND 7.4' SHAU,SOFTER@7.4'-8.0' STEEPLYDJPf>INGFRACTURCSWITH 1/4"-l/2"lLATll4.3'-!i.O' CLEANFRACTORES@2.9' J.9'AND 5.9'-6.8'. 38 20
- 2.
32 Elev. 25fL9 ~ 81. 71 Umt2CoohngTowe1 10 I 0
- 2.
0 Unn2_c~~~To-r 10 I> 20 0.0 -50' SILTSTONE: REO-BRlWN. f'IEOIO~~ARO.~SCLAYANO OECQl'IPOSED ~OCI< SEAMS UP TO 1" HIJO:: ~.0'-80'~:GRAYTO ~EO-BRQwtj, 'IN[ TO "IEOILllll GRAINED HARD, GRAO£STO<;llTY@70' RO' -25.0' SILTSTONE* RED-BRC:VI, HARQ,OllTHSC~ALCITECO.ITEO JOINTS BROKEN '.l 8 4' - 9 4'
- ~i.~?Rlll:JHAL SILT-COATED JOINT NEARtOl.IZOlfTAlJOINTWITHTRACE Of CLAY Ii 11.5'.
~~~~~y Olf>Pllfl JOrNTS ti 7.5' ~~~~N INTO 1/2' - l" PIECES a 21.5' HIGHLYWE.ITHER~'-U"'EATHERED BELOltlUCEPTfORSEnlW.LOCAL CLAY SENfilJITOJ/4"WIDE.tJIDSCATTERED JOUfTJMi. SHALE LAYERS iii 13. I' A~D 13. 7'. 15.5' - 19.5' SMOSTOI£: GRAY-BR(WN, Fll*EGRAINED,riA~-
- 19. 5' - 21. 5' SILTSTO~E; RED-BRQ"91, f'IEO!ll'IHARO,U~.
SILTMIDDECQllPOSED kOCK: 0.5'-2.S'~STOJllE:RED-BROWN, HARD.STEEPLYDWJ51iiiFRAC'TURES filOS'-2.4'. 2.8' *9.5' SANDSTOJllE:GR.1.Y-BROWN, FINE tiRAl~EO, HARO, STEEPL ~ OIPPJNG FRACTUREStlJ.2'-4.8' IRONSTA!MEDCLAY-CDATEDFllACTURE 1!15.5'-8.0'. fa~~~E lllTH THIN CLAY CQillT!NG 9.5'-27.0' S!LTSTONE:RED-8ROWN. ~RD,UlliEAT~TTERrOCALCITE GRAIJllSANDSTEEPLYOCPPIM:iCALCITE FILLED JOINTS STEEPL ~ DIPPING FRACTURES '9 22. 8' - 23_l'AJ11025.0'-2fi.O'. O.D'-27.0' SJLTSTONE:RED-BROllN, JQ!IZONTALC~T04D'. 8ECotf.SJllEDil.llHAADBELLW. SCATTEREDCALCITEGRAIJllS.INO CALCITEFILLEOJOJNTS 111tCACECUSfill4.0'-17.0' lSHALELAYERiil20.0'. SNIOY!i20.3'-21.0'. For explonotoon 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 ind icote plinth foundation for the Unit 2 coolin9 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-1 Elev. Z69.1 .-:II A-7 A-13 Elev.255.6 Auger Hole O Spray P1mcl I 5 A-19 ETe'I. 261.6 AuqerHole u.o* -2.U' FILL Z.0'-11.0'~
- BROWft,
~Af()Y ll.0'-12.0'SHALE Y[LLOW-GRA.Y. HlG/ilYWEATHERrn:-- 0.0'-3.0'f.!!:l 3.0'-18.0'~:LIGHT BROlilfl TO YELLOW 8ROIOI, CLAYEY.
- ~~~~~-REDDISH BROWPi TO RED AT REFUSALAT18.DFEET.
0.0' -11.0' F_!_LL 11.0'-14.0'SJLT. RED-BRO..N llITHS'HALEFR~S 14.0'-18.0'Sl:W.[ R£D,HJGHLY li'EATHERED 0 p !!~~ -2.0' flbh zo t:le'l.240.6 A-20 Elev.262.0 ,t,u11errtole 0 Spray!°.:'~ ~"~,~ 2.0' 15.6'li!J-1.!!l_
- YELLOW, BROWN 15.6' - 21.0' illILCLAI {l.Ll OARKBROWNWITH SCATIEREDGAAVEL BECOMESBLACKAT19.6FEET.
0.0'-2.0'f.W:_ ~6°~01~~-:~~~ TcLA~~i: A-2 '"'"""'~;':::::;' 0 ~ '"'-~ -i' '1\\\\ \\\\\\ 10 A-8 ,,,.,~.,[l;i:::::: 10 I A-14 30 A-21 £1ev.264.3 '"'ti .:~ Elev.252.8 0.0' -.::.5'.:.l.!:!:_ 2.5' -llO'SllT YELLOW BROWN, CLAY£Y,BECC>>-1rrlitlRECLAVEYWJTH DEPTH SCATTERE'.l SA~DSTQNE FRAG-MENTS, TO ~ 5 FEET 1 I. 0 ' - l l. 0 ' SA~lOSTClffE: SOFT, WEATHERED O.D'-4.6' SJLTYCLAY* YELLDW BROWN -12.S'f)_LJ,_ 12.5'-35.5'~, BROWNI:iH-RED, L.LAYEY LESS CLAYEY BELOW 17.5 0.0' -2.0'FILL ~~ iRi~~~~ ~~:i~~fa~~~e~~~EEN-1,18 rncH IN DW£HR A-3 Auger A-9 o\\uger 20 A-15 Elev.257.8 Auger Hole 0 S ra
- o~.~ ~
I 0 15 20 2' ~ ~ 1/, i/11 A-22 Elev. 265.2 '"'" ~,,~~'"' ~~~~" ... ~;,,,:.,, ! 0 C.O' - 3.5' £hl ~R6w11 9.o'~ Grl' -\\4rl'CLAYEYSILT(Hl) ll(IHT BROWN WITN NLl4EROUS SNALE FRAG"4EnS LESS THAN 1/8 INCH DIAMETER. BECDP'IESYELLQ\\ij-BROWNCLAYEY,FINE51LTY-SAllC .AT12.5FEET ~i~;Y~ ~~;.c~~~ri1~~:~~~owN, ORGANJC ~TP!ALAND MICA. ~~~~ ~~~~T~~E~J~F ~~~~~N 13.0'-22.4'filll...1!!J..: RED-BROWllWITHTHINLAYERSOFH!GHLY WEATHERED SHALE REFUSALATZ2.4FEET 3.5' -39.D' SILT BROWN,ClAYEY, ~~Ei.0 FEET IITD-1!ROWN BELO\\J ~.0 -Z.O'FJLL ~R~N~ l~i~~T~~lelm~'. - 13.0' SHAU HIGHLY WEATHE~Ell. REFUSALAT":3.JFEET A-4 A"'"~olli;::::::,8 "~~ ~ /!r"- ?I 11' ~' ->:, Elev.250.2 A-10 15 zo A-!6 A-23 10 -3.5'~ J ~' - 9.6' SJLTV SA'-ID YELLD'.0-BROWN TO REC>~RY CLAYEY ~EFUSAl AT g 6 FEET 12.5' - 22.5' CLAYEY" SILT* HO-BROWN TO RED,~SSCLAYEY AT170FEET. SCATTEREOSHAlE FRAG'4ENTS,LESSTHAN0.251NCHES D!AME-ER BELOW17.0fEET REFUSAL i<T 22. 5 :~ET REFUSALAT25.6FEET 0.0'-2.0'U!:l 2.0' - 12.S' liLT {~: YELLOW-BROlo/N. BECOMES LI*:iHT BROWN 'lj!TH TRACESCFCLAYATll.OFEET. ~~~TE~~-~~R~~LE* GREE~-YELLOW, ~~6~~. 16.5' ~: REfU5ALAT16.5FEET. A-5 A-11 20 A-17 I 5 20 Elev. 236.5 A-24 -35'U!:.!:_ 3.5' - 1 t O' ~LA~EY SAAD.....ilfl B POWN, F ~NE, St l TY. BE CC.ti! Nfi RED 10 PEC 8ROW~ AT 7.0 FEET HCREAS!PIG CLAY CONTENT lllITH DEPTH RffUSALATl20fff,. 0.0 -4.5"£...11:.1. 4.5' -7.5'CLAY. BROWN,S:1.TV, V(IH SOFT, wrr:- 7.5' -25.0'SILT
- BROWN, VERY SOFT, WET
- 18. 0' -
- 20. 0' TRAC~ S OR MED ;UM-G~ [PIED SAND GRADES INTO SOFT, RED SHALE o.o*-2.c*~
2.O' - 12.O' SI~ TY CLAV* DARK BROllN,SANOY.----rfNE'i'j)MEOIUP'I GRAINED. R£FUSALAT22.5FEET. J.O'fhl:_
- E~LO~ ~~6~~ ~Il_~
14.0' SHALE* REFUSALAT14.DFEfT A-6 EI ev. 253. ~ Auger Mole 0 Spray ~ 1 o:d* A-12 Elev 254.1 4.ugerH'Jle O S r~ P 1~n! * .; \\* ~ A-18 -3.0'Qli_ 3.*J' - 16 D' SIL~. R£0 BROWN, CLAYEY. SCATT!'P"EDSMALEf"R./lr.- "1ENTSFROM7.0-13.0FEET D.O' 4.0~ 4.0 - 11 O' ~MU VERYSILTV,CLAYr"Y.FINElOHED-IUl'I :iRAJ'tEO. BWM.S REDD!SM MOWN W!TH SHALE FRAGMErS AT 7.0 FEET
- 11. O' - 14. ti' SHAlt:.
- RED,
~ t GH.. v WEAT~EREJ 0.0' - 2.D' Uil ~~~r~: ~~i~~rtWL~'. ~~o~. sfl+~: ~~:~J~~~ow. SANO. BECOMESSAllDYCLAYAT 18.DFEET REFUSAL AT Zl.5 FEET For explanation 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 Eleo 266.7 Auger Hole Spr~ Pond ~-~ ElPv. 252.I A-31 '"'" ~*~';:::.::*,.~. ~-: ~ 10 Ele~. 243. 2 A-37 A-43 10 20 Elev. 216.6 2.0"-lZli'i;_LAYD::..__iI_"-T(!!J_ YELLCYil*BRlliN 12.6'-14.6'SHALE: GREEN.HIGHLY WEATHERED~ REFUSAL AT 14.6 FEET 0.0'-4.0'f.!il
- 4. 0' -
12.. 5' SHALE. GREEN-YELLlli. HI~U-.EATilE~ 0.0'-3.S'FILL ~R~N: ~~j~~r~iL~Lk~~ '. -5.. 0'Ub!:. 20.0'-22.5'~E REFUSAL AT 22.5 Hr. A-26 A-32 10 - A-38
- .~~~" lo.o* ill..L.f!!U 10.0'-17.)'SP"iALE:
Y£LLOW-GREEN, HIGl1lY~ATHER~RYHARDFR.1)1 !10-130FEET 17.0' 19.0' ill_I__;_~b) DARK BROWN, ~ANDY. -2.5'~ -6,0'CLAY(CL\\ 6.0'-19.5'.llb..l.J.!'.!U BROWN, TRACES OF CLAY 0.0'-25'£.!ll:. ~~~-9.5'~ A-27 A-33 Ele~.. Au9erHole 0 I 5 A-39 Elev.. 253.J 0.0' -2.5' ;ILL ~R6~N -w:~H 0 scm~R~~LArn1~~Li~w-sM.t.LL GRAVEL ll.rrn COARSE SANO DISTlflCTCOl.0RCHANC.EAT12.0 FECTO BLACl':WJTH FRA~Errrs OF WEATHER.ED ~ALE. DRILl!NG!'()RE DIFFICUtTll.Tl2.0FEET 3.5-26.IJ'~MfDJUM TOOAR.,o;BROWH,BECl)1£SLJ6HT BRO!INI~H YELLOW AT 12.0 FEET REFUSALATZ6.0FEET
- 2. 0' -
- 0. 5' S!L T (ML)*
YELLO~- ~~~~E~~CCJloll~ DARK BROWN AT - 12. 5'.liU.._i!!l: BLll.C~
- 12. 5' - 18. 5' SHALE*
~ELLOW"-GREEN, HIGHLY WEATHERfD A-28 Elev.27i.? '"'":~;pray';~.,. ... t ?!-. , I "' 10 A-34 Pu11er A-40 J.D'-2.5'~ ~R~N~ ~~A~~y 5 ~\\ 1H17tts y6~l~~~E SA.ND. 8£(.:)M[SOJ\\Rl<bROlfflTUBLACK Al 9.. 0 FEET WITH ~~~y SH.Ii.LE FRAG-MEfffS TO 1 /4 INr::H Hi O~AN[;ER. JRILL:NGDIFFICULTAT 10.5 FEH -3.0'~ 3.0'll.O'~* BROW'!, CLAYEY. 13.0' - 14.. 5' ill.!_lf!-1: BROWl',S!LTY ~EFUSAL AT 14.. 5 FEET. - 2.0' F_!hh 21.0' SILT !JARKBROWN, BECoR£5RED-BROWN AT 21.J' - ?4.0' SHAL~. RED-BR~, HIGHLY ~EATHERW.- A-29 A-35 Elev.262.9 Auger Hole Spray Pond 0 .fr*_,.~ i'o.?>:,,, ~ 101 Elev.239.4 A-41 Elev.263.4 11.ugerHole 0 S ra Pond ~;::; 1* 20 ll.D'-13.0'gl_T~. DARK BROWN, SANDY WITH SHALE FRA5MENTS REFUSALAT13.0FEET 0.. 0'-J.O'filb_ 3.0' - 21.0' SILT (lit.): LIGHT YELLQ'lj TO YELcmr-bROWN WITH FRA5MENTSOFHIGHLY\\lj[ATHER£D SHALE. 21.0' - 23.5' SHALE: GREEIHSI! m~~8ECOHES~TOBLACKAT23.0 REFUSALAT23.5FEET. 0.0' -2.0'flli 2.0'-29.0'fil!.!.: REDDISH, CLAYEY. 29.0' -39.0'SHALE. \\lj[AfHERfO,CLll.vrr;- A-30 Elev. 261.2 "~'~l, ..,.';~~.
- ~n\\-i 10 Elev. 249.7 A-36 Ele'ol.. 265.5 A1.19erHolera Pond I 0 I 5
~*1'"-1}.*
- '-iJJ'./tl.
,,.. E,' A-42 Elev. 261.7 Auger Hole 0 Spray Pond 20 2' Elev.2JJ.. 1 00'-35'FILL ~0 5~c0r~-~~~~~- 0.0' - 2.5' FIL! ~R~N: ~i~~TWtd~~ '. BECCX'IES l'()RECLAYEYBELCNlOfEET. REFUSAlAT18.5FEfT. -l3.. 0'D1h_ 13.0' .li!:.!._ REDBROllN, CLAYEY. SHA!J.:WEATHEREO. For explanation of symbols. see sheet 27, Figure 2.5-22 2 For location of Darings, see Figure 2.5-20. LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC LOGS SHEET 34 OF 37 FIGURE 2.5-22
I 5 20 2 5 3 0 SP-! Elev. Z62.B Spray Pond 0.0'-2.5' £!.!:!. B.S' -19.5' filt,OAANGE-
- BROWN,
~ANDY (JI.) (~6.5-19.S' "<Ire fme sand ,.,1th rock-like hyer.: 19.5' -23.S'SILTYSAND, YHLOWBROWN,~RAVEL &CLAY.BLACKVER:TICALSTREAKS (SM). 23.5'-26.0' SILT,YELLCW-BRCWN A f)IJRPLE-imillTTH GRAY 'fODUL ES : TRACE SAND ~rt..) 26.0' -31.S'SILT,RED-BROWN TOYELLCll-BR(Jj~RADESFRl)M FINESANDYSJLTTODARKBROWN CLAYD SILT("-) SP-SA Elev.254.4 Sra Pond ".'It 111;. 0.0' - LS' fl!!. J.5'-7.0' SANOYSJLT,YELLOW-BRl)Wfj,llJTTLEtf,""ll[lSTIT,TP.ACE GRAVEL("'-). 7.0' - Hl. J' CLAYEY SILT, YELLOll-BRCMl, ~TTLEO~SAND ANDGRAYEL("-). ~~.-r~c~*Ofs:XVt~ 1 ('4:1~rn-SP-9A 'fa**.*.
- ,.:11*,:
P-1 5 1p_z Elev. 262.9 SP-13 0 mi:~::;~~'. P-1 5 D-1 0.0'-2.5' E!!1. 2.5'-5.5' '()RECOVERY 5.5' -7.S' SILT, YELLOW-BROWN PLASTIC, SM-m-YEL (rt..) 0.0'-2.5' FILL ~~N: ~~;n~M~~ G~~L~~r ZOJilES,SILTSTOHEPJECES(flt.). SP-16 25 £1'v.257.6 ~ 111 :- o.o* - 3.s* £.!J:.h. J.5' - a.o* CLAHY SILT, HOWN,T11.AC£~ 8.0'-11.S' SANlJYSILT,t<<:ITTLED YELLOll-GRAY,T~N£ liRA\\/El (,.L) ll.5'-14.0' SllT,YELLOll-BROWN,AN[) CLAYEY SILT; TAM'EOF SAND{"-.).
- 24. D - 24. ~'
FJIAGHENTS I 0 25 SP-2 Elev.263.0 Spr~y PC1nd +I/~<" SP-6 Elev.254.8 ~ ~- # 12.0' - 15.0' SILT, O~NGE SROWN AND Hl.LmRiROWN, WITH GRAVEL(l'1L) 15.0' -16.5'SANDYSfLT, YELLOW-8ROWN.~LASTIC ~~)yl6.5-20.5 ~Y _ _Q.~_.. 20.5' - Z6.D' SILT, YELLOW-BROWN, TRACE FINE SANO (Hl ). i~i~* LAY~~-g~ *ho,. R~~~~~mm
- WEATHERED SJLTSTONE, HORIZONTAL BEDDING PRESERVED Uitl)
SP-3 SP-6A -3.0' £.!.!!: 3.0' -13.0' CLAYE'SlLT, RED-BROWN,-RACE0FSANO, BLACKSTAIN!NGl'4.} lJO' -15.5' SILTY SANO, PURPLE*BROWN,TAACEOFCLAY (SHj 15 5'
- rn.o*
SA~OY SJLT. RfD-B~l1'oN, TRAC[QF' CTAV(NL} lB.C'-210' SIL"l,PURPLE-BROllN,FlNESANo;-G'RAVELANO MEATHERFD SILTSTONE ("I.) tl'.., o.o* -2.5' f!.!:..!:. "'5>/IJ 2.5' - 5.0' SANDY SILT, YELLOW-BROWN, WITH SIL"ISTONE L.AYERS (HL}. SS-1 2.5' -5.5' CLAYEY SILT, YELLOW-li "= S BRCMN, TRACE WSAND AND GRAVEL (Ml.I. 0 mn*~~8 D-1 5 0-1 5.5' - 9.0' SANDY SILT, BR~N, SLIGMTLYPLAS~GRAVEL Elev.245.8 SP-10 0 al;:~:;.~:~( 55-1 5 (NL). 0.0' - 2.5' [U:.!:_ 2.5'-6.4' S/i!'jQYSILT YELLOll-BROllN,PLA.STI~ GRAVEL(rt..;*. SP-14 Elev.262.5 Spray Pond 0.0' -2.5' f!l!:. SP-I I Elev.2i9.0 Spray Pond .,/,,,_... 0.0'-2.5' f.!!:.b 2.5' -6.0' CLAY£¥ SIU, HLLJW-BR{llN, TRACE~L}. 6.o*-s.5' SILTSTONE,GREEN-BROWN, PARTJAIT'fllrim:f[RED ('4.). 8.5' - 9.0' SILTY SMID, HLLOW-8ROWN, SOME Gil.AVE:.. (SM). SP-14A Elev.262.5 FILL 2.5'-5.5' CLAYEYSIL-,i'(ITTLED ,.6,. QiSp"y/oo: ~£~~' t>.o' llil* ~mm BROWN, TRACE OF FINE SANC* ('4.) 5 P-1 SKALE.OAJ<KGRAY-GRf:.EN SP-16A 2 0 - PT 3.5'-7.5' SANOYSJLT, R((J-BOOWN (ML;---- 10.5' -16.5' SANOYSlLT,RED-BROWNANOYELLO~OF GAAVEL(l'tl) HARDER, ROCK-LIKE FR~ 20.5' l'-1 6.0'-8.0' S!LTY_GRAVEL,YELLOW-BROWN{GM) SP-7 Elev. 258.J oi":,:~ /,'/ :/ ~'; SS*l 5 SP-llA o ~i;;:;, ~:~o.
- ,r, P-1 5 d_J 6.5' ili.l, YELlOil-TPAC£ OF f'INE SANO
-3.0'.E.!11 3.0' *5.5' SANO'l'SILT,REO-BROWH PLASTIC, TPACrorct7iVANO GRAVEL (Ml) 5.5-6.6 SILTYGAAVEL,RED-BROllN SANOY,TRACEOFCLM{GH). 0.0' -2.5' .E..!!!_ 2.5' - 5.0' CLAY£¥ SILT, REIJ-BROWN, TRACE~\\NL\\. P<<lRECOVERYS.5' SP-15 -3.S' £.!!:..I:_ NORECOVEliY3.5'-6.5' 6.5'-22.5' SANOYSIL-. TAN,llITHFIHEGAAVEL(l'll) 20 SP-4A El ~v. 254.6 Spray Pond SP-8 oil;~:~,;;;;: SS-1 5 SS-2 10.0' -2!.0' SILT, RED-BROWN, PLASHC, TRACE OT'"°!ANDANO GPA'VEL('4.._) 21.0'-21.3'~. R£0-BR:OWN,TRACEOFSANO (pt_). 0.0'-1.5' f11..b. l.5' -6.9' SANOYSILT,TAH, SOMEGRAVEL-S~ FPA!iMENTS(ML). SP-5 Elev. 254.4 Spray Pond SP-9 Oi\\'°'*;*:~,S ~.;;> SS-1 5 ss-ss-0.0' *4C'I.!1..b.
- R~N: ~~~E fir~AA~tr(,;.~~LDW-6.5' -
~. O' CLAVEY SILT, YELL°"- BROWH, TRACE~P<<lSAND (ML) 9.0' -16.D' SAADYSILT,RED* BRl)Ol,TRACEC~E GRAVEL(rt..) 16.0' - 16.4 SILTYGAAVEL, REO-BRl)jN. SANOY. T~) 0.0' -2.5' f.!l!:. 2.5'-5.3' CLAYEYS:LT.YELLOW-BR()jN,TRACE~.
- ~: ~R!~E lt?H~Af~~EOYELLOll-GFIAVEL (HL)
SP-12 SP-12A £1ev.26E.7 0.0' -2.5' fl.!:.b ~ 2.5' - 5.5' SILTY CLAY, VELLOW-BROWN, ~TILED, TRACE OF SAND, GRAVEL(CL).
- 5. 5' - 11.0' SANDY SILT, YELLD~-
BROllN, l'LASTIC~OF NON-PLASTICSILTANOCLAY£YSILT, TRACEDFGRAVEL(ML). 0 i"'."* SS-1 ;* '* f 5 I Ele~. 258. 9 11.0'*12.0' i!.h:!Sm~,OARKBROWN TO BLACK, WEATHERED ("I.) SP-15A 3.5'-10.0'~,HCITTLED GRAY*BROllH,PLASTIC,TRACEOF GRAV£L(Nl). 7.0' -10.0' YELLOW-BROWN,iijJTH POCKETSCTCLAYEYSJLT. 10.0' - 13.0' SILTY SANO, BROWN, FINE, TRACEOfGRAVH~FSANDY CLAY(SH). 13.0' - 19.0' SILT, HLLOW-B~OWN, PLASTIC,TRACEW°TINESAND, SHTSTONEFRAGMENTS(ML). H.O' - 21.0' SJLTYGAAVEL, YELLOW-BROWN, WITl-' SAN~ 0.0'-2.5'~ 2.5' -7.0' CLAV£YSILT,YELLOW-BR()jN,TRACE~CK FRAWNTS(Hl) 7.0' -7.B' SilTAJtDGAAVEL; PARTIALLYWEA~(Hl-~) 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 A1,1gerHole 0 Spn1y =nl~\\~ .;;;;:); ~* 10 I ! 20 10 SP-23 Spray Pond ni~lu El!!v. 211.Z 0.0' -2.5"flll_ 2.5' - 7 O' SILTY CLAY BRl)llN, f'OIST, SM PEBBLES 7.0'-2Z.5' SILTY CLAY: PURPLE-BIKWN, SLIGHTITMCfIST SM SAND AHOf'EBBLES. 2.0'-6.0' SILTYCLAY. PURPLE-B!KWN,On.~ES 6.0' -lS.S'SILlYCLAY ORV, SM PEBm::-rr:--- 15.5' -6J.5'SILTSTOftE BR:M,S~ECLA'fPRESENT. SP-18 P-1 10 30 40 70 80 90 100 llOtt===- 0 *~*--- 1 -~=** 120~- 0.0'-2.5'~ ~R~: ~~~R~~EN'+~A~~~~. s~~~K p~:~~~s IZS-1!:1.5'SILTYCLAY BROW",SOPEPE~ 0.0' -2.0' rILL l.D'-7.5' SILT 8RO!imTOYELLOliil WITH 10-~5 PfRITNT FINE TO ~DIUM SAND. SCATTEREOTRACESOFDRGA"IC MATERIAL.REC;RED-BROWNBlLO-. 7.5'-4J.O'~:GRl:l:NlSHTELLOW GRADING TO BROWN BELOW
- 12. 5 fEET.
~1 IGHL Y llEATHEHEll, FISSILE, HIGHLY FRACTURED ALONG BEOO!NGPLANES,SO"'EFRACTUl!ESARI: CALCITE FILLED. NUNE:ROUSCALC!TE STRINGERS AHO CLAY FILLINGS. CORE LEHGTHSRANGEFR()l:LESSTHAHl
- ~~E~~ 10 IPCHES, AVERAGING Z-11 4J.0'-46.0'SANOSTONE.
RfOOISH GRAY,FtNE-GRA~ACEOUS_WFLL CEMENT£D, HARD 46.0'-60.0'SlLTSTOIC-CLAYSTONE:REO TVRrn-BR!MISEOOENt£0fCLAl'sitwiE AllOSILTSTONE. 60.0' -62.S'SA!llOSTOHE;
- GRAY, llEATHERSTOBRICKREO.
FINE-11EOllM[;RAINEO,WELLCEMENTEO 67 _ 5' - El6.5' SILTSTONE-Cl AY~TONE AS ABO\\IEAT46.0'-60.0 86.5'-94.0'SHIU: REOTOGJ!AY GRAOINGTODAR"fBUCK. GAAD£STO SILTSTOME. SOFT FR~ 87.0'
- 88.5'.
94.0'-1200' SILTSTONE-CLAYSTONE REOOISH,,..ICACEOIJS,ASA~ SP-19 Elev.259.6 Auger Hole I 0 S ayPof)(J ~I~!:;. "'I,
- ~ii\\ 111 P-2 Elev.265.0
=1001: 0 Spray Poncl 10 - 3.0'.!:.!..!:.!: 3.0 -12.S'SlLTYCLAY ~OIST, smE P[BBi:rs--:--- 12.5' - 15.0' C~AI: ClARJ; BROWN. WETi.ITHA~LLAMOuNTOFSANO, SOf'1EPEBBLE5. 2.5' - 9.0' SILT YHLOll-BROlil'N. CLAYEVMITH~EP:EDSHALE FRACi"IENTS 9.0' -12.D'SllT-:)HALl: GRAY-BRu.IN SILT r,RAOING IHTO HIGHLY WEATliEREDSHA1.E lZ.0'-59.S'SILTSTONE: GRAY-r,R:EE'~ GRAOHIG TJ GRAY-RED; HlGHLY WEATHERED. 11ANYCALCITESTRINGERS. 4E.2 -46.3'VrnTICALFAACTURE FllLED14lTHCALClTE 59.5'-62.0'MI!OHLYFRACTURtO. 59.5'.61.S'SAJlllSTOME:
- REDDISH, F("f*f1EDI~ GAAHtED, HIGHLY FRACTURED SP-20 P-3 w~!ev. 244. 7 0
S ra Pond ~111::,., ~} ~~; I 0 I 5 20 2 ! 3 0 3 ! 60 100 0.0' - J.O' Q1l 3.0' - 22.0' SILTY CLAY: PURPLE-
- ~~~* SllG.,'T[V M~SCICE FINE 22.0' -65.4' SILTSTONE:
PURPLE BRO'llNWITHSO'l~OSAN[} 00'-3.5'~ 35'-B.D'SILT SLIGHTLY CLAYEY." ~l. 0 ' - l 5. 0 ' SHALE : R rn-BROWN, ~IGHL Y WEATHERED TO 15 FEET. 15.0' - 44.0' ~ILTSTONE: RED-8RCllN llJTHSCATI£RH~FR:ACTURES 1'NDlOl'IECAlCITES1RJNGc.HS 44.0'-65.0'SANDSTOllE
- GRAY, FlNETOMEDllJl'l-GRAJNEo.
SP-21 Elev.184.9 P-4 10 20 2" 30 3! 4 0 100 0.0' -12.S'SlLTYCLAY* BRCllN,ORY, SOME PEBBLES.-- 12.5'-60.D'SILTSTONE: PURPLE-BRDlnl,SCMFCl~NOPRESENT 0.0' - 18' CLAYEY SILT: RED lii!H ~~~~~~Er"LE Al() SANDSTONE SAADSTONE.liilEJ\\THEPED 42' -43' SOFT ZONE 46.0' - 75.0' 51W.[: liltAY TO WIHTE ANU ~Alli-COLOR.EU TITBUcK. OCCASIONAL Fl~E GRA!fl!ED SANOSTOflf !ONES. F[W JOINTS JOINTS IRON-STA!NEO TO 57 F£ET. SP-22 P-5 0 S ra
- o
- o*.
I ! 20 30 3 5 4 ~ 100 ~~ lOC 60 70 O_O'-l.5'U!:.!:. ?-5'-16.'i'SILTYCLA'f
- BllOWN, DRY,SOMCPEe~
16.5'-62.Z'SILTSTONE P\\JRPlE BROWll, SOME CLAY AND SAND PRESENT 0.0' -12'5ANOYSILT:R£D'ljJTH OCCASIONAL~CLES. 12' -21.0' SHALE:Hll:il-ILY WEATHERED. ll.0' -37.0'SIW...E: REO,HIGHL'f JOllfTEOT035rrt"l."SCMEZDfllESOF FJNE-GRAINEOSANOSTOflE;COfl.ELOSS [Jl!SAfOSTOJllE. 37.0'-71.0' SAlllDSTOflE:GRA'f, FU1E-GRAINED, iilffirmrr'f JO!MTEO, PR(IUN£111T NOR VERTICAL JJilfTS IRQlll-STA[NlNG TO 5-4 FEET. C~E LENGTHS AVERAGE 6 lllCHES 46' - 4t;:I' BLACK* ~~TE.&4' VARI-COLOR£D. GRAY Alll For e*planation of symbols, see sheet 27, Figure 2.5-22 2 For locot1on 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 0 ~*.\\\\. 0.0 - 3.5 FILL ,,. *.~*
- \\\\*
3.5 - 4.5 TOPSOIL 5-4.5 - 11.5 SANDY CLAYEY SILT, WITH GRAVELS. (CL) S-1 10-ELEY. 246.0 0-TP-2 r:: LEV. 259.6 ,PRAY POND 0.0 - 2.5 FILL 2.5 - 3.0 TOPSOIL 3.0 - 8.0 SANDY CLAYEY SILT, WITH GRAVELS. (CL) ~ 8.0 - 10.0 SILTSTONE/SHALE 10 ~___,,_-_-_-__, ELEV. 249.6 TP-3 ELEV. 258.0 SPRAY POND / v 0.0 - 3.0 FILL 3.0 - 3.5 TOPSOIL 5--// / 3.5 - 7.0 SANDY SILT/CLAY, 8/ / v TRACE GRAVEL (CL) t----r-"'V~/.L....t 7.0 - 7.5 SIL TS TONE /SHALE ELEV. 250.5 TP-4 ELEV. 265.1 SPRAY POND 0.0 - 3.0 FILL 3.0 - 4.O TOPSOIL 5- -v-v 4.0 - 8.0 CLAYEY SILT (CL) ~.}" *." D G EL 6.0 - 8.0 SAND AN RAV POCKET
- I/....
8.0 - 8.5 SILTS TONE ELEV. 256.6 TP-5 ELEV. 261.5 SPRAY POND 5-- H ELEV. 253.0 TP-6 ELEV. 262.2 SPRAY POND S-1 5-- ELEV. 254.2 TP-7 ELEV. 264.5 SPRAY POND 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 2.5 - 3.0 TOPSOIL v / v v v 5-.__v/ / / 3.0 - 8.0 SANDY SILT /CLAY S-1 / / (CL) v v v I// / 8.0 - 8.5 SIL TS TONE ELEV. 256.0 TP-8 ELEV. 269.9 SPRAY PONO 0.0 - 3.0 FILL 3.0 - 4.0 TOPSOIL TP-9 ELEV. 266.2 SPRAY PONO 5- / v ,__/// / S-1/ /// I/ / ELEV. 257.7 TP-10 ELEV. 257.4 SPRAY POND 0.0 - 3.5 FILL 3.5 - 4.5 TOPSOIL 4.5 - 8.0 SANDY SILT I CLAY (CL) 8.0 - 8. 5 SILTS TONE 0 ~ ~ 0.0 - 2.5 FILL ~\\~ 2.5 - 3.0 TOPSOIL ~
- Y1XI, 3.0 -
5.0 SANDY CLAYEY SILT (CL) 5 s-1'VfU' 5.0 - 5.5 SIL TS TONE I SHALE 5-ELEV. 251.9 TP-11 ELEV. 268.3 SPRAY POND ELEV. 257.8 0.0 - 3.5 FILL 3.5 - L..0 TOPSOIL 4.0 - 10.0 SANDY SILT (ML) 10.0 - 10.5 SIL TS TONE S-1."FC.-.... '. 5 -+---+-_-_-_-I 4.0 - 5.0 CLAYEY SAND AND GRAVEL (GC) 5.0 - 8.0 SILTSTONE ELEV. 261.9 TP-12 ELEV. 255.8 SPRAY POND 0 ~--.-----. ~***~.
- .. ~*.
%.. ~ 5-10 -.______.__._..........__..__. ELEV. 245.3 5-10-TP-13 ELEV. 259.3 SPRAY POND 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 LINER.
LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT GRAPHIC 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 E1 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT UNLINED SPRAY POND ESTIMATED FLOW NET FIGURE 2.5-23
Norma/ Pc?c?/ Level E/. 251 Pc?ad /2 5'o// cover 80/lo/TJ E/.241 /2'" L1/7er 12" So// cover 12,. R/~ro.,o oec7d/09 0'erv/ce.Rood E/. 255 12 L/aer Top 01'>Va?'vrol S'o// niter I a bric {J'urface of bedrock TYPICAL SECTION Or SPRAY PONO SLOPE /VOTES: I. Tile so/l-be/?/oo//e m1x/v/e /"'o,r Ille ///Jer W/// C0/7SIS/ o/ 7.5 a/o !Jeo/O/?//e ood 92.5 %, oo-s1/e SO//.
- 2. 80/h lhe so//-.benloai/e 11/-Jer o-od /he so// cover were com/JClC/ed to 95 °lc o/' /TlOX//TJV/77 dry dens1l'y de/ermioed
/ooccordance W//t? ~5TM 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.8200 N. 8000 SP-16. N. 7800 N.7600 N. 7400 0 0 - M w c c M M w SP-4 SP-14 c c r.n CW? w SECTION B ""' SP-5 SP-6 'l SPRAY POND SP-7 + SOIL BORING TESTPITS SP-8 ~ -+---------------~--t SP-13 0 0 " CW? w SP-12 '\\SECTION C c c
- 0)
M w / PONO PERIPHERY SP-11 c c - ~ 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) ~ '7.... C) Q zZ -8 i~ 1 SILTSTONE, RED-BROWN TO YELLOW-BROWN GRADES FROM.FINE SANDY SILT TO CLAYEY, SILT HORIZONTAL BEDDING PRESERVED *.. I I I I 0 ~ ~.... ~w ii i8 i~ FILL PURPLE-BROWN, CLAYEY SILT WITH SOME SAND AND GRAVEL 0 PROFILE A 0 5 10 VERTICAL SCALE 10 20 HORIZONTAL SCALE ~ I ~.... Ii"" ic -I §ti SILTSTONE WEATHERED, PURPLE-BROWN SOME SILTY SAND AND GRAVEL Ii YIE~SI 111 M 11 I I I I I I I I I I 15 30 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND SOIL PROFILE A FIGURE 2.6-27
t-u. -z 0 j:: C( > w ...J w 2IO 211 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 CLAYEY SILT, RED-BROWN, TRACE OF SAND (ML) PROFILE B p, m ~ ~ -.w i~ IC 0 i ffi CLAYEY SILT, RED-BROWN TO YELLOW-BROWN, TRACE OF SAND AND GRAVEL (ML) 40 80 120 HORIZONTAL SCALE IN IJEET 0 1 2 8 VEfltTICAL SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND PROFILE B FIGURE 2.6-28
z 0 ~ w ...J w 270 266 262 258 254 Ln N CD ¢ N ci. w Cl) c C!1 z ~ ::> a: 0 0 a: en C!1 SILT, MOTTLED YELLOW-BROWN, TRACE OF ANGULAR GRAVEL, SAND (ML) I SILTY GRAVEL, YELLOW-BROWN, ROCK FRAGMENTSANDSAND(GM) I ~t~'11tf1~1,!*A* SHALE, DARK GRAY-GREEN./ I c,, ~ CD MN ci. w Cl) c C!1z ~ ::> a: 0 0 a: en C!1 SANDY SILT, YELLOW-BROWN, CLAYEY, VERTICAL GRAY SILT LAYERS, PIECES OF SILTSTONE (ML) I IJoUJJnW PROFILE C r... ~ CD NN ci. w (I) c C!1 z ~ ::> a: 0 0 a: en C!1 SANDY SILT, YELLOW-BROWN, POCKETS OF CLAYEY SILT, TRACE 11nrnr11111111 ROCK LIKE, DARK BROWN TO BLACK I II I I I I I I I I I I I I I 0 40 80 120 HORIZONTAL SCALE IN FEET 0 2 4 8 VERTICAL SCALE IN FEET 0 g; CD """N ci. jjj Cl) c C!1 z ~ ::> a: 0 0 a: Ill C!1 SILTY SAND, YELLOW-BROWN, SOME GRAVEL (SM) LIMERICK GENERATING STATION UNITS 1AND2 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-12 .TP-3 .TP-4 .TP-2 I -- 1 TP-9 * .TP-6 II TP-7 .TP-5 i..._---------.++--------~ I TEIT PIT LOCATIONS SCALE: 1": 100' TP-2 I TP-12 --r---- I TP-3 I ROCK FILL SANDY SILTY CLAY I TOP SOIL ""' SILTSTONE/SHALE SOIL P"OflLE, ~TH SECTION ROCK FILL TP-7 --4---- TP-8 I TP-11 5'AAY POND /BOTTOM, EL 241 TP-11 I I ~*---- SPRAY POND __2oTTOM, 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*26 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 u.._ 260 z 0 j:: <( > ~ 240 w 220 280 u... 260 z 0 j:: <( > ~ 240 w I-Li. 220 280 z* 260 0 j:: <( > w ...J w 240 220 280 u.. 260 z* 0 ~ ~ 240 w 220 END OF CONSTRUCTION LONG TERM STATIC -~- 280 LL z" 260 LONG TERM SEISMIC 0 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 DEGREES) (pcfl UNDRAINED EFFECTIVE SEISMIC ITOTAL SAT. c </> IN-SITU SOIL 122.0 126.4 1.2Pc 0 SOIL-BENTONITE LINER 113.0 119.0 o.95Po 0 COMPACTED SOIL COVER 120.5 123.8 1.2'Po 0 RIPRAP BEDDING 130.0 130.0 0 40 RIPRAP 130.0 130.0 0 45 NOTES:
- 1. Jt =MEAN EFFECTIVE PRINCIPAL STRESS, 2.<Yd"" EFFECTIVE OVERBURDEN PRESSURE.
C' ¢' c </J 0 33.5 0.610~ 0 0 29.0 225 20 0 33.5 0.6100 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 ~- BEDROCK COMPUTED MIN. F.S. CIRCULAR WEDGE ARC 3.8 2.4 1.1 2.3 2.1 5.7 2.6 1.1 4.3 1.7 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
to 10 70 30 20 10 0 70, t-IO z
- w 40 r
30 20 10 8 HYDROMETER ANAL VIII TIME READINGS U.S. STANDARD SERIES IOMIN.19MIN. 4MIN 1MIN. 100 50 30 11 ~ '~ ~ - ~ - D!>Q (0.006 mm t~ 2.38 mm) SIEVE ANALYSIS I CLEAR SQUARE OPEN INGI 3/8" 31*" 1-1/2" 3" ,..... *c; I, r I r I I -- r ~ I I,. 10 20 30 a "' z '° c ~ ~ 150 a: I, -- ~ ~ z 10 w f 70 80 N 8 .002 I I l I l
- a I..
. I 111 I I r* a** a 8 § §18&; ~ ~ ~ --~~~~ ~ "! ~ ~ --~"'O!CI N.. * "'""'**I * *...... I . OOIS .009 .OHi .037 .074 .149 .297 .590 1.11 2.JI
- .71 1.12 11.1
- . 1 71,2 127112 DIAMETER OF PAfllTICLE IN MILLIMITlflll RANGE OF IOIL GRAIN llZE FOR IOIL-BENTONITE MIXTURES HYDROMETER ANAL YllS TIME fllEADINGS U.S. STANDARD SEflllES llEVE ANALYllS CLEAN SQUARE OftENINGS 90 100 0
!flt 11MIN, IOMIN.1tMIN. 4MIN. 1MIN. 290 100 ISO 30 11 I 3/1" 3/4" 1-1/2"... 15"1" I ,.,,..-,,. r1 10 TP ~-- 20 30 G '° z c so 'II p -~ - I ,, I I ir-TP-5. II I ,:::1- ~ *~-1 OIL e... I c-TP-.. I TP-12 ~ 150 IC ~ ~ -- I 0 z .. 1.11 '1111 I - 90 ~ f 'Ill 70 80 90 I I I I I I I. I I I I II I I. I..... 100 0 B C'I rz llS I!~ ~ "!~ ~ ~~'!!~Cl N M .. ll>COr--*OI ~ II: ~ ~~i~ lml* 8 0 .002 .OM .008 .019 .037 .074 .149 .297 .590 1.19 2.38 4.7* 9.152 19.1 39.1 7*.2 1271152 DIAMETEl'I OF PAfllTICLE IN MILLIMETEl'IS IOILS UIED IN SOIL-BENTONITE MIXTURE DEllGN TESTING
SUMMARY
OF SOILS FOR SOIL-BENTONITE MIXTURES SAMPLE SOILA SOIL I IOILC SOURCE TP-1 TP-13 TP-3 TP-11 TP-& TP-12 LL 32 41 37 41 41 PL 20 27 21 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 SOI LS RESPECTIVELY IN THE SPRAY POND AREA.
LIMERICK GENERATING STATION UNITS 1AND2 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.. en c
- a. 20 10 CL-ML ML
/ 10 20 ~v CH v / ~ / ~ v CL / J ~ MH o r OH . y / ML / or OL 30 40 50 60 70 80 90 100 Liquid Limit, LL Note: The plasticity of soi Is 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 PLASTICITY CHART OF SOILS IN SOIL-BENTONITE MIXTURE DESIGN FIGURE 2.6-35
\\J \\) Pe//77eo£J/:///y o/' S0//-8enlon/!e M1xtvre~ /Vo/es.* ~ ~ 10- nil"P---+----- \\j /. All /esl S?ec1meo.~ were compocted o/ O.LJ//mum mo1s/vre co/J/eol lo dry de,,7s//y eqvo-/ /o ooorox-I I-I nc o, 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 ---*---**+-*--~- Oes/gn
- 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 /. z 5 30 Benlon1le Conlenl,, %by Ory WI. o/ So//-,Beolon//e /'v//x/u/e LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT PERMEABILITY OF SOIL-BENTONITE MIXTURES FIGURE 2.5-36
H G F E D c B A 11_6000 0' I '11H. l'(PIC,6.L ~iGTION 1"i VM.VE Pl1io ,_o ~ ~ ~a.E.Te """-"'Fll.l-f'(l"I~ ~T°iot-J,..T !U(;.T!.I~~~~ llACJ<FILL: 5El.f.C.T c;ia,,..... uLAll., Cot.1£.ill!T!1 c.&Mtlol'Tl'TIOU~ ()fl 1'(9! 1 ~,_.~~~---f----{~*~,.MIN. f ~~t.&r"b~~~~~.rQ"""' ~oo..ac.~~ FIGoUAe t.S*'ZO I 1YPK>.L PIPE eEDCllMQ '!>Q::."T~ 11.1 "iaiL. H- --- ------------+~-------=--'-'---------------------- - - ------ / i ~~* /i,.; -o...i DUGT ""'"" = ~..,..... ~. 'T'fl'ICAL. DUCT '!"11.!.NC.ll ~JON IN ~00\\ !ilot.1t; 1
~
-_-,,....._ l _-....,..;--+---_-_--. __ f------..---- __ ~-h I !~ ~ i l1%~o;) - r ___ (R\\ ~ '-J "'6100
~--~-....
~,...,,,* ~ i----*-- l ~ I i --~~j-1 -i11'.>ilit~ll._,:~E=-'--~11------_....,_ +..-4~** ---1--------.,.........1.~-
- I
J'*oo
~ ~i N '100 TOP OF SOIL LEGEND ~ NDICMES !L!...,..TIOl-J at'- !lC~TICIH ~ * ~l'!IMIG ~P 1h' f l'IPl!Llto.11! (tlan.*QTMPI P,PJL,.... ~...WC>>Wll!Vl(.I.) HOT~ l't:tlll QMl'TY) -'l.00- Ol\\IC.IN"'-L C111Cu... o c.Ql.ITOUF\\s --180-- flOU\\ GOHTOUP.~ V,/_A 'TP>E>IC..H~ fOP, ~~M 1'- CA'T'iGOP.'( 1 V ~ FN:.l~ITI!)
- ~
@f--------+' : ____ _ 1/ \\ D I \\ I 7 6 n.oo* ~--*
- ,.,J ff.00 I
'~ I 111.d I I l1ss.s I --...--+-......----.--.----..----+-...----.--_,- SHEET Pl UNG
------.~;ot-------------.!...-.a...r-...A.--l-.....6.-_.c.___A-_....11.........,!,;µ1i..-_..._--'
(UNIT 2 01 BLDG! TOP OF SOIL EXCAVATION (UNIT 2 D.G. BLDG) 5 4 3 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR POWER BLOCK (SHEET 1OF11) FIGURE 2.5-37 2
H / F E D / I
- /
' \\ A I // / / I' / ~ ,/ I //~ ~
- --~~-/ ----
/ I,,j / I ' N63!!_ I I. / ' \\ \\ \\ \\ \\ \\ \\ t~ ~*.-- I, Y* oi"( '\\ .. j'.~*-
- .Ek
'~"' \\' 7 /
- f'-;(Jf~ \\' -'!_1.f;.' "1-
.: _t, _ _, T~/k5ll*./~~ S!._.//LD1/.;G --J-- pt. c '(If.,,- E.:___ ; *' 1_/NDtRGCQUND I l
- ___________ b~~------~*~-
I J'. 4 3 N61l()O 2 A E F LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY f PIPELINES 8t ELECTRICAL DUCTS
- H~ET Z Of 11. -
FIGURE 2.5-37.
\\ D c A I I \\ ,i_ y \\ \\ I I \\ /" ___ v
~-
\\ \\ y-- \\ I \\/ \\ \\ \\1 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\_/,,, 7 \\ \\ r' / COO[.!NG roweR UNIT I /// T"E-tJc.l'l FOR '=>el ~MIC. CATl:Gl~Y 1 PIPE.I.It-IL:. NMt5 l5-_ CJ(,,i?' 5 4 ,.r i I 2 LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY -, PIPELINES
- ELECTRICAL DUCTS SHEET 30F'11 FIGURE 2.5-37
H G F E
*. -. ___ J_ *-
I r-D PFACT:_"'P SU!cD1hG c I A 7 ---T '-f-* ,-~--;--*-----*
r-----
J_ [;Q,',1 JV' ST P f:.[j_<'N 5 ' -,~ o......_ -~--o 4 / / / 3 I* 0 :l ~ tU N"'2o 2 G LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPO-RT LIMITS Of-l><tAVATIOrt ttofl* -*. SEl~~:=;JlmlNU IHll1'4... JJ_, FIGURE -2.!j-37_
H ~'~ ~I I ~ i G F E D c A I t; Q 'a' 1 'o"!COWT.SE.E. ow~.SK*C-il~3 Ir;;;_ ~r" §}I ~- / ( I v I - 5 4 l I I I l - --1 In.. oal I \\; r'-16400 N7_~00 )-........-r--1' -~~---'-'---"-'--! 2 0 E F LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR SEISMIC CATEGORY T PIPELINES It E LE CTR ICAL DUCTS SHEITIOF 1t FIGURE 1.1*37
'*/ v y I -y- / / I 7 -+ 3 2 CK GENERATING STATION LIMERI UNITS 1ANI)2ALYs1$ REPORT SAFETY AN UPDATED FINAL . TION fOR. . LIMITS OF EX~~~~ PIPELINES SEISMIC CA J~~ICAL puers. & EL:..EET I OF 1_1 FIGURE 2.5-37
--t-I ~ I ~*~------------- ------ ~._ 7 !JIAo.NHoL!!' E.LEC: TP.ICAL \\ \\ \\ 0 /() 2 GENERATING STATION LIMERICKUNITS 1AND2 _ LYSIS REPORT -~FETY ANA PDATED FINALS TION FOR u LIMITS OF E~g~~~ PIPELINES, SEISM~~iNiicAL ~~~SE SPRA~~~~ ~F 11* FIGURE 2~5-37
C) () IQ "I " H I I \\ \\. G i ,_ _.l....a:.. !!..J. _ 115800 F E D c 5ECTION@) 4 I 7 6 IOI I I I I l:llt-<'**) 4 ~DJT-'~
- r:*:
- ooo....... ~t I*
L I\\ u.~ l ~rsr --.-. (~ ~ ~ I
- f.
- 1'*- *~
~" ~J('l#CAT'°" M.,_('.f1 -* -rrc:r,.,ic i:or.c.-o ~c #t:: u
- t:r -~--~..>--*.
~~.11.<11::1~.~~"" '!~~~~~=- :-~~*~~ ~c aA"*=£.-.:..1. ~"' w-7* OETAIL @ 11:1s. MC M ~-# ,llfC W UQ...el'fEOlfS ,,. ~Cll'JC.rnOAI... ~,<* "*
- t. -TA'-'AT'°" O' **II*.-"~
(l'W.Ol'&cT.. ~C-~-1' ~e.t.fO/ 4Qr-C* 19. cJ 0
- 1 I
LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SECTION@) 3 2 LIMITS OF EXCAVATION FOR DIESEL OIL STORAGE TANKS a DIESEL OIL LINES SHEET 8 OF 11 .. FIGURE 2.5-37 Rev OB 1V98
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.OF l1 FIGURE 2.5-37
260 250 240 230 220 210 200 270 260 250 240 230 280 270 260 250 240 230 co (PROJECTED 10 FEET WEST) . l9 z cc: 0 co ! -FACE OF TURBINE BLDG. UJ z
- J
- I:
u ~ ~ w z BRUNSWICK LITHOFACES: REDDISH-BROWN SILTSTONES WITH INTERBEDDED SANDSTONE AND SHALE CONTACTS ARE COMMONLY GRADATIONAL BRUNSWICK LITHOFACES: REDDISH-BROWN TO GRAY, SILTSTONE, SANDSTONE AND SHALE. N <.::> z cc:
- SPRAY POND g PUMPHOUSE,
SOIL AND WEATHERED BEDROCK UNDIFFERENTIATED REDDISH-BROWN CLAYEY SILT WITH MANY ROCK FRAGMENT OF SILTSTONE AND SILTY SANDSTONES PROFILE OF ELECTRICAL DUCT PRO Fl LE SHOWN IS FOR UNIT 2 PROFILE FOR UNIT 1 IS SIMILAR 40 60 80 NOTES UJ 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 BECK ROCK, 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 SHEET 10 OF 11 FIGURE 2.1-37
\\ \\-.----U4--\\\\-//#.~~~~4?lf'ff{jf~~~'-:: Jl!_:__j_-:=:-coo~=-:-,.;~;~ .. c11+ 1 ~A\\-----:-+-:----:-~t-7--X--z:7:/~ \\ \\ _ . \\ .. \\\\'._\\ . \\ \\ \\J' \\ "\\ \\ / - ~/ i )* .. / -- / ------ / LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LIMITS OF EXCAVATION FOR TYPE I AND TYPE II Fl LL SHEET 11OF11 FIGURE 2.5-37
PENNSYLVANIA "t READING MARYLAND I I I \\ \\DELAWARE I 76° I nolfo1lt F. 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
- -----' 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 Rotcliffe(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. - OETTY18UAG IAllN FIGURE 2.1-*
~ ~ ~ -:cl 2 ~ e! ~ ~ ~ IL I ~ TOP OF 8ASf MAT t \\ SURCHAli!GE, <\\I ~ ~ t er ' **~....... ~ : DESIGN WATER TABLE
~-
..J ei-ROU NO ACE SUr.iF
- t SECTION THROUGH EXTERNAL WALL
( Po2 SOIL AND WATER PRESSURE DfAGRAMS NOTES: A:>1, Poz, Po! *THRUST RESULTING FROM SOIL IN TME 'AT REST' STAT!! Pw *THRUST R.ESULTIN4 FROM UYDROSTATIC PR.ESSURE Fbu c TM~UST RESULTING F~OM SURCMARGE PRESSU~E fA£1.,f'A£1* THRUST RESULTING-FROM C fJ DYNAMIC ACTION OF SOIL * <4---+-+-"':;..;.><............,..... WATER. (seeo-WMITMAN FO~MULA I 1~10) Poi * ~ Ko lS'b ( M-l)2 Po2 *Ko ?S'b (M-l) L Poa
- It Ko II' La Pw * ~ ~w L 2 Pou* Ko q, H PAE*~ 'lJ", M2 Ki,.
P>.Et
- o.3 (Jt-1'.v)l<A'l~H 1
PAE2. * ~ KvkA Ys H" Po.E = <J.H(1+1<v)o.6!<.;,+J/.1Kv
- ~~tro1vied rt. t"a1t1lt1B w-atl t'.4?!:>4Mpt 1 ofl u~t..d WHERE~
l_,.,"' 9T°/l;fl(.., t../t..T'E£/"fl-A.C.:f"I VE CMTH ,,,.~s<.. a<e c..0EF"F1c,,t£Ni
- Ko 10 COEfflCIENT OF EARTH PRESSURE 'AT REST 11 *0.70
~b *BULK UNIT WE14UT
- 135 p.d~
'If 1* 8UOYANT UNIT WEICiMT
- 77. Sp.d'.
~s *SATURATED UNIT WEIGUT*l40p-cf. Vw
- PENSITY OF WATER* 6~.5 p.c f.
<<\\'
- SURCMA~Gf PRESSURE*250pd K~*MO~IZONTAL ACCELERATION/9 0.015 F'oll 08£ 0.15° r()ll. SSE Kv =
YERT'!Vlt.. AecEl.B/tTlf/111 /§ =~Kh LIMERICK GENERATING STATION UNITS 1 AND2 UPDATED FINAL SAFETY ANALYSIS REPORT LATERAL SOIL PRESSURE DIAGRAMS FIGURE 2.5-39
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-1 0
(") I L,.;;..--------'---------+--------.... 1---------+--------+-------~ 0 E - E ("- .q-z I < L------------------+---------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-.-- ,A_ ___ _l_i ____ -L~==t_ __ _ 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"
- .:;_-::.:.i=-, 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 ANDZ UPDATED FINAL SAFETY ANALYSIS REPORT GEOLOGIC MAP OF 9'RAY POND FIGURE LM2
NORTH ....J 280 en ~ z 0 240 <t UJ ...J 200 UJ NORTH ....J 280 Cf) ~ z 0 240 <t UJ ...J 2 00 UJ 1~ Prominent green shale bed L5 N8100 N8000 N7900 N 7800 SECTION A-I ,~ I Tuffaceous, soft 14--------Spray Network "C "----------1*-1 Concrete backfill to El.239 L5 L 2t projected) N 8000 N7900 N7800 SECTION A-2 SOUTH 280 ....J 200 (/'} ~ z 0 <t UJ ....J UJ SOUTH N7700 N7600 EXPLANATION Brunswick Formation 280 240 200 z 0 <t w ....J w Lockatong Formation l Black claystone or shale members shown in dark stipple J 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 lsee 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 "*D CIEOLQGfC SECTIONI FIGURE 2.1-G
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 a.tMEfUCK GENEftATING ITATtoN UNITS t MO 2 UPDATED FINAL SAFET-Y ANALYSIS REPORT CROii SECTION OF CONDlllMti, T ANt( OIQS. FIGURE 2.5-44
- 1 I
i t'
c = ~ u e 0 c >- 0 0 - .H - 0 - en 0 a: 10,....---.-----------.-----y-----~----..-----r----r---...,,..A>-~ o I i) I I I 01"-----1------1---~i-----+-----+-----t~---+----t---~r--i---1 !/ 0.2 o I I 0 I . ~ 9 ',
- I*
I dl '°:' I I U °' ----t---+----4 v
- 1"0*
--....-1-- -1o- -~ ~ 'lo-- - 0 y ~*II 0
- 1 '
o.z 0 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 T I ~ ~ ~ I I OJXB O.OI 0.03 0.1 g Q8t-------------+-------------+-----~------I c 0 *c ~ ! 0.61---------1~------+------.... J~ -~ Q41----------t-------.-.------------1
- 11 j.5
~i 0.2~-------.__ ______ -+------------t 12 ~I ., ~ 0.__ __________ _.. _____...._ ___ __.. ____._ __ -6 0.003 0.03 0.1 O.ooot 00003 QOOI QOI Sheor Stroin. 7*permrf
REFERENCE:
SCHNABEL, ET AL (1971) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SHEAR MODULI AND DAMPING CHARACTERISTICS FOR ROCK FIGURE 2.5-46
0 0 Range of values for data shown In Figs 5 and 6 ------ ~~ 0.2r----------------~--+-----------~~--...---+-----------..:..-__.:_ ____ ~~~~~~------~ 0-------------------------------------------------------------~i---------------------- 10-4 10-3 10-2
- Shear Strain, r -percent
REFERENCE:
SEED AND IDRISS (1970) LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT VARIATION OF SHEAR MODULUS WITH SHEAR STRAIN FOR SANDS FIGURE 2.5-47
N8400 Naooo N7600 I i N740Q_ I -1
- li i
~Approx. top of rock ) (gradationa I contact ) I I!,:, ~\\ I
- \\ +-----+-
/ ,:___-Rock bolts installed in 2: I slope SPRAY F'OND I i OVERFLOW I I Excavations for column footings STRUCTURE / \\ / I I I I \\ I r\\_l ~ 0 0 IP r<> lJ.J 0 ~I 0 0 ~I 0 N <t 50 100 LEGEND Jj\\%] ROCK Sl.6PB' ~ STRUCTURAL EXCAYATfON NOTES:
- 1. SEE FIGURE 2.1-41 FOR ROCK SLOPE PROFILES.
- 2. ALL AR&AS OF WEATHERED
~EDRQCK WERE EXCAVATED AS SOI l ANO C~T AT 4 TO ~. 150 200 SCALE IN FEET LIMERICK G£NERA11HG ITATION UNITS1 ANb2 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 weathered rock----... s ---r--
~
Gray, hard. induroted (calcareous) siltstone and fine so ndslone
=-
---/-- Fresh to moderately weot hered brown and Ion siltstone and silty sondstone 1some cloystone; cloy films on some bedding plans SECTION E SECTION F Top of competent roe k ( oppx.) Shotcrete 4" min. N Soil and highly weathered rock N 260 ~-250 Compacted soil cover over soil-benlonite liner N 260 250 s Header pipe cone. encasement r- --==~-::::::::::-- --- 1,l._ ___ ~-- Hord, gray colcoreo/ siltstone SECTION G 0 N 260 250 230 NOTE: FOR LOCATION OF SECTIONS, SEE FIGURE 2.5-48 5 10 20 30 40 SCALE IN FEET LIMERICK GENERATING STATION UNITS 1AND2 UPDATED FINAL SAFETY ANALYSIS REPORT SPRAY POND ROCK SLOPE PROFILES FIGURE 2.5-49 -,}}