ML16167A461
| ML16167A461 | |
| Person / Time | |
|---|---|
| Site: | LaSalle  |
| Issue date: | 09/06/2016 |
| From: | Bhalchandra Vaidya Plant Licensing Branch III |
| To: | Fewell J Exelon Generation Co |
| Vaidya B | |
| References | |
| TAC MF7633, TAC MF7634 | |
| Download: ML16167A461 (442) | |
Text
{{#Wiki_filter:LaSalle UNITS 1 AND 2 UFSAR, REVISION 22 AND FIRE PROTECTION REPORT (FPR), REVISION 7 THE SECURITY SENSITIVE INFORMATION HAS BEEN REDACTED FROM THE ORIGINAL DOCUMENT. THIS DOCUMENT PROVIDES THE REDACTED VERSION. THE REDACTED INFORMATION WITHIN THIS DOCUMENT IS INDICATED BY SOLID BLACKEDOUT REGIONS.
2~IID.-=.lIIIillto===2i115_. .lIil° Sca le in Miles LA SA LL E CO UN TY ST AT ION UPDATED FINAL SAFETY ANALYS IS REPORT FIGURE 2.5 -1 GENERAL SITE LOCATION d REV. 0 - APRIL 198 4
I __,/ w w 2000 0 2000 LA SALLE COUNTY STATION LEGEND NOTE 11mc=11*c.=:J'a11111111u1 UPO.Li,TED FINAL SAFETY ANALYSIS REPORT Scale in Feet
- Test Pit Source of Base Map:
- c c'
Boring Boring with Piezometer Installation t ______ j Cross Section (Figure 2.5-15)
~ ~ I Struciu'e
--- - - - - CSCS Pi ping US. Geol. Surv., 1970, Marseilles Quad.
Illinois, topog. mop, 7.5min. ser. U.S.Geol.Surv.,1958,0dell Quad. Illinois, topog. map, 15min. ser. US. Geol. Surv., 1970, Seneca Quad Illinois, topog. mop, 7.5min ser. FIGURE 2.5-2 PLOT PLAN (SHEET l of 3) REV. 0 - APRIL 1984
LEGEND
.20 Boring toca Hon
.3- Boring with piezometer instoMotion
~~ Category I Structure For surrounding area. see Figure 2.5 - 2, Sheet t.
- 2. Contour interval 2 feet.
- 3. Source of ~ map: Air MoPSl Inc.
- 1
)
~ (
1000 I. _ .0 1000 2000 Sceal. tft Fat. LA SALLE COUNTY STATION UPDATED FINAl SAfETY ANALYSIS REPORT FIGURE 2.5-2 PLOT PLAN (SHEET 2 of 3) REV. 0 - APRIL 1984
LEGEND
- Boring NOTES
,. For surrounding GreG. SII Figurl 2.5-2 I Shelt I .
I~ 0 , Scole ifl feet 200 I Category I Strut tures 2... Countour internol 2. feet. LA SALLE COUNTY STATION
- 3. Source of bose mop: Air mops.l"c.
UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-2 PLOT PLAN (SHEET 3 of 3) REV. 0 - APRIL 1984
T 33 N LEGEND o Cahokia Alluvium Scale In Mil" Peyton CollUvium Henry Formation Grayslake Pellt Wedron Formatlop overlain by
" Richland Loess 'g PtQ Carbondale Formation overlain Z by thin sand and gravel j "'"
[ Carbondale Formation outcrop LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
.-..". GeoloQlc contact
~ Plant Site FIGURE 2.5-3
- I, Map modified from Willman, 19n,Plate I SITE AREA SURFICIAL GEOLOGIC MAP REV. 0 - APRIL 1984
LEGEND NOTE: 2 0 2 4 L; ; ; Pennsylvanian I. Modified from Scole in Miles
~p.m !
~
Modesto Formation Wi" ma n, et at, 1967.
@ Carbondale Formation f'P'.~*.':;*;1 Spoon Formation Ordovician LA SALLF COUNTY STATION Galena and Plattev i lie Groups J UPDATED FINAL SAFETY ANALYSIS REPORT Ancell Grou p FIGURE 2.5-4 SITE AREA BEDROCK GEOLOGY REV. 0 - APRIL 1984
- WA;:.-JA,'-<,_
--.f...{----,-..L __ ,
- t \ 'I Gl ~::>\"V'IN
---1
(/.lrK.~~J"'" f I i I LEGEND
- U~JC
..._ - - Divisions
- - - - Provinces Sections
",AI"
- - - - - Sub-sections PHYSIOGRAPHIC DIVISIONS
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lA I PLAINS , ~
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LEt Mo~f DIVISION ~ *t 1*. a
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;' F'KY NOTES Adapted from Fennemon,N.M' J 1935:
Thornbury, W D. J 1965; Leighton,M.M., Ekblaw}G.E.ond Horberg, L. J [948; Schneider l A,F) 1966; MoUat, C.A.) 1922"
- 2. Subsections of Great Lakes Section in Michigan by Sorgen1 8 Lundy.
M,P 25
. o 25 Scole in Miles 50 LA SALLE COUNTY STATtON UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-5 REGIONAL PHYSIOGRAPHY MAP REV. 0 - APRIL 1984
LEGEND ERATHEM SYSTEM CENOZOIC { Quaternary* Tertiary
- K Cretaceous gravel t MESOZOIC sand GJ J Jurassic sholes, sandstones, clay, evaporites P Pennsylvanian cyclothems, sandstones, shales) lime-stones, coals M Mississippian limestones dolomites, sandstones, shales o Devonian limestones, PALEOZOIC dolomites, shales, evaporites S Silurian limestones, dolomites, shales o Ordovician dolomites, shales, sandstones, limestones
-e Cambrian dolomites, gravels, sands,clays Y Precambrian (a bout 800 to 1,600 MY) sedimentary PRECAMBRIAN rocks, metamorphic rocks, X Precombrian(about 1,600 to 2,500 MY) metamorphic rocks, volcanic rocks
~ Geologic contact NOTES I. Ouaternary and Tertiary deposits were not mapped, see Figure 2v5-3 for Quaternary deposits in the site area.
- 2. Mop modified from King, p. 8. and Beikman.H.M.,
!974.
25 0 25 50 Scale in Miles LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-6 REGIONAL BEDROCK GEOLOGY 86° REV. 0 - APRIL 1984
~
c=J Absent
~ Present at surface ()( covered only by Ouaternary drift F~)<:::::J Known Of Inferred to be present in the subsurface MISSISSIPPIAN (M) PENNSYLVANIAN Modified from Moore, R.e., 1958
- 2. Liml. of Plejstocene t;Jlaciotion
'oken from fltnt et QI., 1959
- 3. Outer >pi of Tertiary rocks are lao small to be shown at this scale
(~ee Willmon eet Ql, 1975, p. 207) o 100 200 300 400
! =j ApploJ.lmQte Scole in Miles LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT fIGURE 2.5-7 GENERALIZED REGIONAL S¥STEMIC DISTRIBUTION MAP REV. 0 - APRIL 1984
AI 3 LASALLE ANTICLINAL BELT SITE 5,000 - II r---WISCONSIN ARCH-----~~I
~
. SHELF :.:: ~ 1 ::-
-5,000 -'
WI L _ 5,000 O~r----------------------===================:=====:::::======:::==========:::==============:J:Qf=:QC::J~!!~==:JJjj~m~==;:======::!- 05.000 TOP OJ!" TRERTOfl lUMESTCHE~ ;-
~ fOPOO ~~t --10,000 ~ ~ 15.000- PRECAMBRIAN BASEMENT COMPLE X -'5,000 a t;zo..OOO li-":20 000 ~ &AI * '" "'25.000 -25,000 ...
AI SITE A LASALLE ANTICLINAL BELT ... ; I ILLINOIS BASIN 1_
- FA IRFIE l,.. 0 BASIN
-' 5POO - 5IJOO ...J ; 0 o en
- I 5,000 TOP OF TRENTON LIMESTONE~ - 5poo 2
- E
~ IOPOO - 10.000 -e o 15.000 - I~.OOO~
PRECAMBRIAN BASEMENT COMPLEX E2QP00 I,.- 2O.000~
..... 25,000 - 25,000 ~
81 i4- MISSISSIPPI RVER I ARCH ..... ILLINOIS BASIN SITE
- ~I
~,
2<<
~
~ :- -
~--
-J>
5.000 - fA IlL
=<< LASALLE ANTICLINAL ~LT r-!5POO ~ 0 t -0 2 TOP OF TRENTON LIMt~rUNE~
2 s.oo<7-..... 1--;
~-I
~Io,ooo ~ f5PC)O - PRECAMBRIAN BASEMENT COMPLEX
-I
...,~ 20,000 -' -20 II. 25,000 - Bt ILLINOiS SITE
.....-.----..r--
BASIN i " ,..
- I KANKAKEE ARCH - - - - - - - . . . . ,...~,~4-----------;;a:;:---------------MICHIGAN I W BAS IN ---------1 82
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_ SHELF Z 1
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LASALLE ANTICLINAL BELT 5~ 5,000 IL liN i -5000 ~ ~ 5,000 lop<)O
°l==============================::==:iQE~QJ~:i!EB!J~:J~~rm~=~~====================i==============================:fl-
!t<t.NIUN LIMt:.blUNt:. --....... 'I 1:t ~-
-5t>OO :(
0' 10.000
~~
~ 15,000 PRECAMBRIAN BASEMENT COMPLEX -15.,000 ~ ~ 2OpCJO - 2OP00 ~ ~ 2s.ooo 25.000 ~ 10 0 '0 1- _' I Scale in Mites TOP09 rophy der ived from the followflQ 3. To p of Trenton derived from Bristol and Vertical Exaggeration 2X US Geofogicol Survey Topographic Mops: Buschboch I (1973) and C Q)lee et al..,(l962). The Trenton Limestone is 0 Middle Ordovician. Mad ison I 1963 (NKI6-1), carbonote (Bristol and Buschboch I 1973), Rockford. 1963 (NK 16- 4 h Davenport J l~63 (NK 15-9). LA SALLE COUNTY STATION 8 fA ChlcOQo. 1954 (NKI6-8)i 4. TectoniC feot ures token fro m Reoionoi UPDATED FINAL SAFETY ANALYSIS REPORT FortWoyne. 1953 (Nt< 16-19). Tectonic Mop Basins and Arches in "finols Bose Mop 1948. Poleoloic Rocks) FiQur. 2.5-9. 1 Iowa Bose Mop 1966. FIGURE 2.5-8 1 KEY PLAN
- 2. TOP0C70phy of bosement complex from' Atherton I 1973 1 Flown, 1967,
'971 J T hwoifes, modified BristOl a Buschboch.
1957. REGIONAL GEOLOGIC CROSS SECTIONS REV. 0 - APRIL 1984
j LEGEND E,:,<;(;::J Basins Approximate axis o f an tic lin e or arch A pp ro xi m at e Qxis of
--+-- syncline or tr ou gh A pp ro xi mate ax is of m on oc lin e NOTES I. From:
C oh ee at . 01..,19 62; Eardley t A .J ., 19 62 ; Riggs, E .A . 19 t 60
- 2. D ef in iti on s of selected fe at ur es are given in S ec ti on 2.5.1.1.5.1.
_.1Ii 2.5 0 Sc afe 25 in MUes
, 50 t
LA SALLE C OU NTY ST UPDATED FINAL SAFETY A T IO N ANALYSIS REPORT FIGURE 2. 5- 9 REGION TECTONIC BASINS AND ARAL CHES - PALEOZ MAP OIC ROCKS REV. 0
Precambrian exposed Contour) interval 1000 feet da1um mean sea level. F aul1, be 11 and bar on downthrown side
.. 2583 Location of wells penetrating basement with corresponding basement elevation; dato from published well log s*
NOTE: Modified from Atherton, 1971 Buschboch} 1971; EardleYl 196~ Flown 1 1967; Ostrom, 1971 AUG i \'0 _ _.-"1 J - .~- 25
.. .- o SCALE IN MILES 25 50 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-10 REGIONAL PRECAMBRIAN SURFACE REV. 0 - APRIL 1984 90~
- 41(
a:: IoU GEOLOGIC TIME PERIOD Z . OCD 0.:
~Cf)
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I Q\IOt.rnary OU 2 Z-lJJO Tertiary UN 6S + I I Cretaeeous I U I 0 135 , N 0 Jurassic I Cf) I I lJJ r90 2 Triassic 225 t,,
,, t Permian I I + +,
Pennsylvanian 270
'220 +r ,
I I f t * *I I ti + *
+
, ~ T t,,
I MiSliuippian U 340 I : I I I 1 I I (5 Oevonian l, I I :, T, I I N ~ ! I 0 Silurian 400 T , , I I lJJ
..J 430
,,I ,, I I
0.. Ordovician I I I I
, +
500 , Cambrian 600 LEGEND t, UPWARPING I OOWNWARPING
+
LA SALLE COUNTY STATION I. Solid liM indicat.. major movement, dashed line indicates UPDATED FINAL SAFETY ANALYSIS REPORT intermitt ent movement. 2.0iscussion of th. . feofur" FIGURE 2.5-11 is presented in subHction 2.5.1.1.5.1 and their locations ar. shown on Fi 9urt 2.5 - 9. RELATIVE MOVEMENT OF REGIONAL TECTONIC FEATURES REV. 0 - APRIL 1984
I Ir ~ ~i ABE I 1,1\ if:, LEGEND
------ Trace of Anticline Axis
---------- Trace of Syncline Axis o Domes NOTES I. Only folds having axis two miles or longer are shown .
2.Folds are numbered according to state. 3.0010 ore summarized by state in Tables 2 . 5-8 through 2.5-12. 25 o 25I Sea Ie in Miles 50! LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-12 REGIONAL TECTONIC MAP - FOLDS REV. 0 - APRIL 1984 9J'? 88°
,1
"~"\
+L,*,. '.
\
M (; ' ' '1 ~( t I " :.~ {, u (
.....,.... - - - - - - - '----I LEGEND Fault, S ofid where posit Ive Jy or approximately locatedj dashed where inferred. Boll and bar on downthrown side.
+ Faulted complex. ostroblem or cryptovolcaric.
2 Foult identification number .
.1 NOTES L Only faults having traces two miles or longer ore shown.
- 2. Foults ore numbered according to state.
- 3. Data are summarized by state in Tobles 2.5- 3 through 2.5-7 25
.. _M o 25 t
Scale in Miles 50 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-13 REGIONAL TECTONIC MAP - FAULTS REV. 0 - APRIL L984
- T33N T32N
- T31 N LASALLE COUNTY __ L GRUNDY COUNTY R4E R5E R6E LEGEND o 2 3 4
! ! ; ; I - - - Pre- St. Peter structure Scale in Miles - - - Post- St. Peter structure I. Modified from Willman and Payne t 1942) p.182 LA SALLE. COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-14 SITE STRUCTURAL GEOLOGY REV. 0 - APRIL 1984 FOR :IN:POlUlATI:OH ONLY
C c' South North 650 650 600 600
~
UNOtfFERENTIATEO HOLOCENE N , IL .£ c; 550 AND WISCONSINAN fORMATiONS 0: C) Z N N 0:
'i
~
u-550 .E .2 3m
;;~:::~~
c; '0>
., .Q 0
W iLLINOIS RIVER ~ -----~ ~ FL()()[:'A.AIN UNDIFFERENTIATED HOLOCENE ii W PENNSYLVANIAN 500 CARBONDALE FORMATlON AND WISCONSlNAN FORMA1iONS ~ 500
'B;;~SuRFACE--- - - - - -
200 I _ wwI0 200 I PENNSYLVANIAN HORIZONTAl SCAlE IN FEET VERTICAL EXAGGERATION 4X CARBONDALE fORMATION 450 N C' N, t:: North a:: t a: 650 ~ (!) til z C) 600 u..
~
0
~ .=
0: 550 c; CD 0 m .~ 500 (; 450 W 200 0 200 HORIZONTAl AND VERTICAL SCAlE IN FEET NO .... ERTICAL EX.AGGERATKlN Cross secHon locoHon shown on fiQure 2.5- 2, Shee' L LA SALLE COUNTY STATtON
- 2. Datum mean sea level. UP0A1EO FINAL SAFETY ANALYSIS HlPUKT 3 Holocene and Wisconsinan depoaits were not .dentified on a formational f lGORE 2.5-15 level in the bO'ln9 1Q9$.
CROSS SECT ION - SOUTH fit tiff Of
\ U. lNO 1SRI Vf R REV. 0 - APRIL 1994
LEGEND
- Gravel Pit o Gravel Pit (abandoned) o Surface Mine (abandoned)
NOTES I.. Base map derived from U..5.G.S. Topographic Maps (Illinois): 7:5 Minute Series, Ottawa) 1970 i Marseilles, 1970; Seneca, 1970 i l.§ Minute Series, Streator, 1925; Odell, 1958.
- 2. Locations of pits and mines from U.S.G.S topographic bas3 maps and from Sellin, et 01 . , 1931 and Willman.
1973* o, Scale in Miles LA SALLE COUNTY STATION
,""'-rtC"~~''~==CC~-'"'='=~t:~~e)'cr,~~ UPDATED FINAL SAFETY ANALYSIS REPORT P\.- ",/"10"
/ ... 'oj ; .... ""
.;,; l,"
'c-, \, "')35. f' ....
"<Jf'
~~.--.-/.\J \
'.'0. T J:.(] FIGURE 2.5-16
- j~~)
- ~;~\~.( ~j*j\\~t~)(~~ ECONOMIC GEOLOGY IN SITE VICINITY REV. 0 - APRIL 1984
EXPLANATION OF BORING LOGS Shear Strength Column Key
- a. Shear strength defined as one-half the peak axial compressive stress (deviator stress),
in PSF, as determined by unconsolidated un-drained triaxial compression tests. Values in parentheses represent shear stress defined as one-half the axial compressive stress at 10 percent axial strain (for all tests in which the peak axial compressive stress occurred at axial strain levels greater than 10 percent).
- b. Cell pressure in PSF for unconsolidated undrained triaxial tests.
- c. Shear strength defined as one-half the peak axial compressive stress, in PSF, as determined by unconfined compression tests. Values in parentheses represent shear stress defined as one-half the axial compressive stress at 10 percent axial strain (for all tests in which the peak axial compressive stress occurred at axial strain levels greater than 10 percent).
- d. Shear strength defined as cohesion, the PSF, as determined by a pocket penetrometer used in the field as samples were obtained. Values in parentheses or in excess of 4500 PSF are estimated strengths.
d1. Shear strength defined as cohesion, in PSF, as determined by a torvane. Values in excess of 5000 PSF are indicated by (5000+).
- e. Shear strengths defined as the yield shear stress, in PSF, as determined by direct shear tests.
- f. Normal pressure, in PSF, for direct shear tests.
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-17 EXPLANATION OF BORING LOGS (SHEET 1 OF 3) REV. 0 - APRIL 1984
LEGEND Indicates the number of blows required to drive a Dames
& Moore type U sampler one foot (except as noted) with a 340-pound hammer falling 24 inches. Blow count column marked
- indicates the number of blows required to drive the sampler one foot with a 350-pound hammer falling 30 inches. Blow count column marked **
indicates the number of blows required to drive the sampler one foot with a 350-pound hammer falling 24 inches. Blow count marked ( ) indicates the number of blows required to drive the sampler one foot with a 340-pound hammer falling 30 inches. 15 Indicates depth of undisturbed sample obtained with Dames & Moore type U sampler (3.25 O.D., 2.42 I.D. Split Spoon Sampler). P Indicates sampler was hydraulically pushed to obtain sample Indicates the number of blows required to Drive a standard penetration test sampler one foot (except as noted) with a 340-pound hammer falling 24 inches. Blow count column marked
- indicates the number of blows required to drive the sampler one foot with a 350-pound hammer falling 30 inches. Blow count column marked ** indicates the number of blows required to drive the sampler one foot with a 350-pound hammer falling 24 inches. Blow count column marked
- indicates the number of blows required to drive the sampler one foot with a 140-pound hammer falling 30 inches. Blow count marked ( ) indicates the number of blows required to drive the sampler one foot with a 340-pound hammer falling 30 inches.
- 20. Indicates depth of standard penetration test (2 O.D. Split Spoon Sampler).
Indicates recovery of disturbed sample. or Indicates depth of sampling attempt with no recovery. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-17 EXPLANATION OF BORING LOGS (SHEET 2 OF 3) REV. 0 - APRIL 1984
Indicates depth of sample obtained by pushing a standard shelby tube (thinwall 3 I.D. 36 tube) Indicates a gradational contact 95% Indicates depth, length and percent of core run recovered for NX diamond drill rock coring. RQD Rock Quality Designation Sum of pieces of sound rock 4 inches or more in length divided by the total length in inches of the core run, expressed as a percentage. LL Indicates the Liquid Limit PL Indicates the Plastic Limit PI Indicates the Plasticity Index B Type of tests and test results reported in Section 2.5.4.2.2 C Indicates consolidation test MA Indicates Mechanical Analysis MA (H) Indicates Mechanical Analysis and Hydrometer Analysis TX/CU Indicates Consolidated Undrained Triaxial Test TX/CU/PP Indicates Consolidated Undrained Triaxial Test with Pore Pressure Measurements PERM Indicates Permeability Test NOTES
- 1. Elevations refer to mean seal level datum (1968 local adjustment).
- 2. Rock stratigraphic units, discussed at a formational level in the Section 2.5.1.2.2, have not been identified on the boring logs.
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-17 EXPLANATION OF BORING LOGS (SHEET 3 OF 3) REV. 0 - APRIL 1984
MAJOR DIVISIONS GRAPH LETTER TYPICAL DESCRIPTIONS SYMBOL SYMBOL
.,£LI. - (1."0(0 G....v((..s, G."hE\,,*
GRAVEL CLEAN GW S""'O NO r1N!5 "IOu'H5. \,.!TTI.( Otll AND (~I r'l'l.( 00 GRAVELL.Y 'IN!51 POOllh,f -GJUO[O G.... V(I..SC, G....'h.- COA RsE SOII.S GP S4NO
-'0 lilllJ;TUlIIlS,
'iH:£5
\.11'1\,,£ 01lt GRAINED
$.lt.TY nllA... £1. S. GIltAVEL' s.~o-SOILS
- ~O::1~H: ,::.:**GRAVELS WTTH FINES GM 51 ...T IllillTI,lJtE:5 flO1'.u.I.!.tlt.U P"~~I**~!~U:MOUHT ~~:""'~.&i::;-----+--------------;
ON NO 4 St(Vt Cl,. ...'UT GIt&W£t.l, Q*
- vlL.*,...C*
GC Cl...U W1UU"U WILL." G.".oto S.U.OS, GiI:.",(l..L.'f' SAND CLEAN SANO SW $""'05, L I'I'TI..( O~ "0 FINC.' AND \I,.ITn.£ O. NO SA NDY "JrfU POO"!.1' .. 0""0(0 '."OS, G'UV(L.L.T
..0.' TWA. '0-/0. SOILS SP $&H05, '-1"1"11.( 0" IllQ FtHIS 0' .. Utllt",\, 15 io..!.!.iU. n.... NO ZOO !i1(VI( SIZl' VOtll< riot". .o~. SANDS WITH FINES SM 0' CO ....51 "'uc- t... ,.,."tetAlI.( ."OUHT TtON ~ 0' '1""[51 HO .. IItV(
SC IJil(IIlGAllltC; $n. '1'1 .0 'Jrll,. " .. ML UtlOS, 110(1( c""nll' '1M" UIitOI Oil CL.4l'l1
'loua, III."'" Ollt Ill,. rs: .ITN St.JGfoIT "'L4$TICln FINE SII.TS LoIQ""I!) \..111II1 T IHOftOA'IIlC C1.4Y$ 0' 1.0. l'O liIt(DIUM GRAINED AND la.W 11'l&" '0 CL ..1".. .. 'TfCIT".
'A/IfC'r CL.US.
4.""(l"L'1 CL""S,
$II"T1' C\.UI .... 1;4,.
SOILS CLAYS CLA'I'S OaGANIC
- SII.. TS UIO OIlO.4HI(
OL $ILoT1' CL&" 0" 1.0,* fI'$Tl(:lf1' U.O.Q .... IC Slf,.TS, llttC4,£OVS 011I MH DI.'O....C(OV$ SIL.TY 501l.. !
'JloI( IANO Oil WOftf T....... SO % SII.TS 01 IlI.T(...... 1S ANO LIQUIO (iY!ill LIWtT 1' .. 4. $0 11ItO*G4..,C fI'\.ASTICtTY.
C1.4l'S "AT 0" Hit" Cj".A'f'S 1.!t!J,J...1..I Tlot.,. NO CLAYS tOO SI(vr uu QRGAo,..iC CLAn 0' "'lOIl,HlIl TO .... , . OH "t..STlCH. 0"'.' SU.TS It(AT, HU"YS, SWU' SOrL.S HIGHLY ORGANIC SOILS PT WUH "l014 Ottc;."'IItIC CONTlfIt'S HOTES L !)UAl SVt'eOLS AR( lJSEO TO llolOIOrE BOROERlINE CLJlS;I~tCAT!OHS.
- 2. WHEN SI1WH OM THE eORING l.OGS. THE FOll~IHG TERMS ARE USEO TO O£SCAI8£ TH CONSISTEHtv Of COKESIVE SOILS AND THE RELATIVE COI1PACTNESS OF' COHfSlOHLESS SOI\.5.
COHESIVE SOILS COHESIOHlESS SOILS (AP'RO.lI""Tt SHEARING STRENGTH iN KsFl VERY 50fT LESS THAN 0.25 VERy lOOSE THESE ARE USuAllY son 0.25 TO 0.5 lOOSE: SASfD ON AN EXAMIN~
,*OIUM STIff 0.5 TO 1.0 /'\£0 tUM OENSE AT ION OF SOIL STIFF 1.0 TO 2,0 DENSE SAI1PLES, P£NHRA~
\I[Ry STIFF 2.0 TO 4.0 vERY OENS! TION RESISTANCE,
!oW'RO GAEATER fHAN AND S.OI L DENSITY 4.0 [)ATA LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-18 SOIL CLASSIFICATION SYSTEM REV. 0 APRIL 1984
BORING I SURFACE ELEIMTION 712.2 f~.
,n" lin / '~ , . . /I'D, MlJIt
~.
1n'.,'M
...". 1M ~ ,~ ~
_1M *
- ctlt, ;=l "'='f'Y lit
/fDICI'll' O*T
~CU'T
./
SYMBOLS D£SClfIPTIONS o ,nJll3n.',~ ,-r u""l -, V/-IZ:I......:...:......,'2 INCHES OARK 8ROWN SANOY SILT*TOPSOIL (13)1 MOTTLED 8ROWN AND GRA'" S Il TY CLAY WI TH SOME 4800 1!5~ 117 (Z7). SAIlO AHD GRAVEL,(VERY STIFF) 10 ZIIOO Z8JO 12.1 12r (17). CL GRAD I HG LESS CLAY GRAD IHG TO GRAY 2OClO 1100 I!UI4.O U lUI ,:SO lt3J. GRAY SILTY F"lNE TO COAASE SAND WITH SOME CLAY 8M (MEDIUM DENSE) (Iqo rl!)' GRNTi~~~EY SILT WITH SOME SANO AND GRAVEL, 30 Z400 ROO ~ IT.5 IU ..., 1I11 (19) .....~.-.;.;;;~-I GRAY SILh CLAY,(VERY ST IFF') GRADING WITH SOME GRAVEL (lS). GRAY CtAYEY SILT WITH SOME SAND AND GRAVEL. 40 (IZ). (ST IFF") GRAY SILTY CLAY WITH SOME GRAVEL,(V[RY STIFF) fICO 52lXI 11I.l 110 50 ,. ,ggo 1:KJ(1 I~ 7 Z...., mil 1M (GRAD I HG HARD) 43113 '000 :leu lOll GRA'" SAIlOY SILT WIfH SOME CLAY,(MED'UM DENSE) 60 GRAY S~~~~Y Ci~~F~lTH SOME: SAHD AND GRAVEL, MOO 4300 15.1 liS 07)1 NCI) JllOO .S-. liT ( ZO)' 80 *I".;xj~ i~.g ':).if 19 IU ,., ( 23). ( GRAY S IL TY CLAY wITH SOME SAND AND GRAVEL (HAAO) * ( 231. 4-00 1300 10.3 '25 3D) 4600 la. 114 ( 29)1 GRAD ING MORE GRAVEL 100 ( 34M 1H9.....- - - I GRAY SILTY CLAY WITH OCCASIONAL GRAVEL AND SAND POCKETS.CHARD)
- DIRECl SHEAR TEST CONFINING PRESSURE. 3000 PSF
** 0 IRECT SHEAR TEST CONFINING PRESSURE. SOOO PSF LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT LOGS OF BORINGS (SHEET 1)
REV. 0 - APRIL 1
100 1400 5llOO 1'.5 112 I/O (25)1 CL 4<<)() IMQ) lI.e 110 (!O). (143)1 .........._--1 120 SP GRAY FINE TO /1ED fUM SAHD,/VERY DENSE) (29)' t'PI'I'I'I'I'I----I (MEDIUM DENSE) GRAY SilT WITH SO/1E CLAY AHD F'INE SAND (vERY STIFF) , (1511 130 ML
.~ I !Ill GRAY SILTY FINE TO COARSE SAND AND GRAVEL 140 WITH OCCASIONAL POCKETS OF' SILT, (VERY DENSE)
(76)1 GM 150 I.e lU GRADING lESS GRAvEl GAt~,i~jYEY S IL T w,TH SOH( SAND AHD GRAvEL I 160 IClOOOt' '0-0 I~ 170 ( PE#!!Nr GRAY SILTSTONE. MICACEOUS, NOH-CALCAREOUS, SMrlOTII PARTIHGS AT 5-'00, OCCASIONAL COffCRET IONS, OCCAS 10NAl ORGAH IC MATER I AlaN
/80 8 ". PART I NGS, PART INGS VERY CLOSE 190 50% GRAY SilTY SHALE w'TI-' LIGHT GRAY, MICACEOUS SILT STRINGERS. S/1)OTI1 PARTINGS, vERY CLOSE GRADES lESS S IL TV I
20% 52% 23". I 220 0% GRADES DARKER 0% I BLACK SHALL CALCAREOUS, WITH BUFF LIMESTONE FISSILE. PARTINGS VERY CLOSE
~R ~'~,5~~LETEO AT 243. ° FEET f~~JN~d~STALLEO TO A DePTH OF 250 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 2)
REV. 0 - APRIL 1984
BORING 2 Sl/RFACE ELEWIITION 708.. 3
/~_M
'u's l_IN lIn
/C_'-/,
""1 ~IH'N1M j~
rar Afl>>
.-n:f!!: l~../ ~
/w, ~N.!- IN fir DC$CRIPT/ONS MiMnn fJ:1!:~/I,g~ ~, UMI' ="" "",<<Jtr ULlCUn: ~ SYMBOLS o ( 8)8 ...1ioIWoI............ TOPSO I L TTUD BROWN AND GRAY S I LTV CLAY WI TH
{ 4)1 W / / / / / l ' "'- ,~'- OCCAS ION,)L GRt.vE L.( ST I Fr) ROWN SAND TTLED 8RO"*l AND GRAY $1 LTV CLAY WITH
/0 5~ 1500 15.3 liS PI OC~~~~~~~ ~~~~~L!iTl:F)FHT GRADING GRAY IN C6L6~AND (HARD)
PI 20 PI 4400 4800 ,... liS PI 30 PI AY S IL TY GRAvEL wiTH SOME SAND AND CLAY AY CLAYEY SILT WITH SOME SANO AND GRAVEL, PI (ST IFF) GRr.DING TO SILTY CLAY 40 (GRADING VERY STIFF) PI PI AY SILT WITH GRAVEL,(HARD) 3IlOO .5SO 111.5 liT PI AY SILTY CLAY WITH SOME SAND AND GRAVEl. (VERY STIFF) 8 PI GRAO ING I"CRE GRAVEL 60
- PI PO ( GRAD I NG HAAO) 4000 4/00 ,elt lie PI 70
- _0 PI GRAOING WITH SAND POCKETS noo 11.1 II' PI 80 PI RAY SIUY CLAY WITH OCCASIONAL GRAVEL,(HAAD)
* ( 20)1 90 PI PI
/00 1ClOllO+ 13.. 124 PI GRADl,iG WITH I ESS GRAvEL 8 PI
//0
- P.
MOO noo 22.0 Ie>> P.
/20
~:
AY SILTY FINE TO COARSE SAND. (VERY DENSE) GR~I ~ILT AND GRAVEL WITH SOME: SAND,
~
(VERY DENS£)
/30
- GRADING WITH SOME CLAY f4JU GM
* (2001
/40 ZOO/
"RAYISIf-BRDWtI CLAYEY SILT WITH SOME SAND I ML AND GRAVEL.(HARO)
/50 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
'r J FIGURE 2.5-19 LOGS OF BORINGS (SHEET 3) REV. 0 - APRIL 1984
'0 I OUI I
ML BROWN SANOY CLAYEY S I LT WI TH ()CCAS 'ONAL
/6'0 IUJD GRAVEL,CHARO)
PERC£NT BROWN TO TAN SANDSTONE. FINE GRAINED
/70
- 0% GRAY SILTHONE WITH INTERBEDDED GRAyiSH-BROWN vERY F'lNE GRAIHEO SANDSTONE. MICACEOUS.
SMOOTH PARTINGS AT 5-100 GRADES LESS SAND GRAY SI LTY SHALE WITH LIGHT GRAY MiCACEOUS SILT STRINGERS. SMOOTH PARTINGS AT 5-100.
/80 37%
I PART INGS vERY CLOSE 2 INCH GRAY CLAY SHALE AT 183.5 FEET 2 INCH GRAY CLAY SHALE AT 184. S FEEl a
/90 70". I\.A.I GRADES TO LESS SILTY 200 70.".
2 INCH CLAY SEAM AT 205.0 FEET FRACTURE lONE 45- sSO 2/0
- 55% 88 GRADING foCRE MASSIVE GIlAOES TO LIGHT GRAY SILTY SHALE GRADES TO DARK GRAY SHAlE. MASS II/E. HAIID GRADES TO GRAY SHALE. PARTINGS CLOSE 220 10"- 90 2 INCH CLAY SHALF. AT 221.0 FEET 2 INCH CLAY SHAlE AT 223. S FEET 2 'HCH CLAY SHALE AT 225.0 FEET SHALE GRADES DARKER 8". I 4 INCH LIGHT TAN CALCAREOUS SHALE AT 235.0 FEET
- I/ERY DARK GRAY SHAL E 2 INCH TAN LIMESTONE AT 237.0 FEET l INCH TAN LIMESTONE AT 238.0 FEET 240 14:'7'. BLACK SHAL~~HHl~~; M~~n~~i.R~6u~: 1 P~R~~~~S VERiHlt~StRAOES CALCAREOUS
- DARK GRAY SHALE WITH SILT sTRINGERS,CALCAREOUS FIlACTURE ZONE AT 247.0 TO 248.0 FEET SHALE GRADES TO GRAY WITH SILT STRINGERS 250 33%
GRAY LIMESTONE. ARGILLACEOUS GRAY SILTSTONE. HARD. IRREGULAII PARTINbS 260
** 67'l'. tOO GRAY SILTY SHALE WITH INTERBEDDED. LIGHT GRAY SILTSTONE. MICACEOUS. OCCASIONAL
,..,.. CONCRETIONS. SMOOTH PARTINGS AT 5-,00 280 9)%
GRADES LESS SILTY 290 76 74'7'. ~oo 9!"" I LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 4) REV. 0 - APRIL 1984
" (J 0 PERCENT GRADES DARKER 36"11. 100 2 INCH GRAYISH- llRDWN 'IERY FINE GRAINED 310 SANDSTONE AT 310.0 nET
- 0% g~
BLAg~H~:~ ~~~~Yp~~~i~R IN LAYER-DUll IN GREEHISIl TO llROWNISH UNDERCLAY
- LIGHT GRAY SHALE. MASS I'IE. CALCAREOUS GRADES TO DARK GR. S I LTY SHALE GRADES TO VERY DARk SHALE. HIGHLY 28% ~ ORGANIC. SOFT. FISSIL GRADES TO INTERllEDDED DARK GRAY CLAY SHALE. GREENISH CLAY SHAlE AND GRAY SILTY SHALE 40% 8n.
1 FOOT WUTMERED DOLOMITE ZONE AT 340. S ~40 FEET TTLED LIGHT GRAY AND GRAY LIHESTONE.MASSIVE.
- 7'0% SLIGHTlY ARGILLACEOUS. GRAY AREAS DOlOHIT IC 1 FOOT SLIGlTLY VUGGY lONE AT 346.0 FEET 350 FRACTURE ZONE AT 353.5 FEET. HEALED
'1'%
lORING COMPLETED AT 360.0 FEET J60 ON 5/28/70 CASING INSTALLED TO A DEPTH OF 32.0 FEET PIEZOMETER INSTALLED, SLOTTED PIPE FROM 20.0 FEn TO 80.0 FEET WATER LEVEL IN PIEZOHET£R STAlllLlZED AT 21.0 TO 22.0 FEET "'OM 6/2'/70 TO 7115170 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 5) REV. 0 - APRIL 1984
BORING :3 SURFACE ELElI4TION 677.!5 o Fi= /~/rflJ1:~:~Jr::-=~fti1!.Mjt~
-"'0 1&", ,11., =1-::.,:, _x.r lll I~
t.MJQl.n: Qi SYM80LS DeSCRIPTIONS JJ.3 II P P P.;.l~t---f DARK BROWN BLACK S IL Y CLAY wI TH FlO AND OTHER ORGANiC DEBRIS-TOPSOIL LIGHT BROWN SILTY CLAY WITH OCCASIONAL GRAVEL. (VERY STIFF) 10 P
- DARK GRAY CLAYEY SILT WITH SOME FINE SAND.
AND GRAVEL. (HARD) GRAY SILTY MEDIUM TO COARSE SAND WITH
$50 111.5 ItI P
- GRAVEL' GRAY CLAY (ST IFF) 20 14~" a.z C:1.l' c:r..
" P
- GRAY SilTY CLAY WITH TRACE OF SAND AND OCCASiONAL GRAVEL. (STIFF) taso tllOO 14.2 122 21.2 112 P le!lO lteO 11.1 115 40 P
* (GRADING 'TO VERY STIFF) 2800 2150 173 115 P 50
~ P t." 30.1 te.l 14.0 15.2 lie PI t:! 60 ~ p po GRAY CLAY (VERY ST I 1'1' TO HARD) ~ 70 ~ ZIU 101
".5 1115 150/3 .LlGHT GRAY FINE TO MEDIUM SAND. (VERY DENS£)
80 I BROWNISH-GRAY CLAYEY SILT WITH GRAVEL ....0 OCCAS 10NAL POCKETS OF CEMlNTED SAND AND* GRAVELS. (HARD) 59
- ML
!)() 130 l'I GRAD ING MORE GRAVEL 130 100
. GRAY MED IUM SAND. (VERY DENSE) 100 I5Oi'6" II SP SOHE CEMENTAT ION BROWNISH GRAY GRAVELLY. CLAYEY SILT. wITH
/10 160~ l'I TRACE OF COARSE SAND AND GRAVEL, (HAIlO) 153 l'I ML 120 (10$ t!
(8 BROWNISH GRAY SILTy FINE SAND (VERY DENSE) 130 ~
.. 1016"*
SM 140 . ~
.. ~ SILT GRADING OUT ISO LA SALLE COUNTY STATION FIGURE 2.5-19 LOGS OF BORINGS (SHEET 6)
RQD PERCENr
/50 GRAY TO BUFF SANDSTONE, FINE GRAINED, THIN BEDDED. MICACEOUS. SI-()OTH PARTINGS AT 0-59 0". 80% PART INGS VERy CLOSE
....EATHERED FRACTURE AT 156.0 rEET GRAY SILTSTONE. MICACEOUS, SI-()OTH PARTINGS AT
/60 o-SO. OCCASIONAL 112 'NCH CLAY SEAMS, PARTINGS VERY CLOSE 20% Q)'Ij GRAY SILTY SHALE WITH LIGHT GRAY MICACEOUS SILT STRINGERS. S~OTH PARTINGS AT 0-10°,
/70 *
- SOME ORGANIC MATERIAL ON PARTINGS
- OCCAS IOHAL CONCRET IONS 10". *
.... 180 * ~
ICW. IOO7e t4: , ISO FRACTURE ZONE AT 189.5 FEET, CLAY FILLED
~
83% 100%
~ 200
- 14% WO%
2/0
- GIIADES DARKEII WITH LESS S I LT J5% IOC:J%,
220 0% .,.",. 0% 50% ERY DAIIK GUY SHALE. THIN BEDDED, CLAYEY, CALCAREOUS. IRREGULAIl PARTING SURFACES 2~0
!lORING COMPLETED AT 229.0 FEET ON 6/9170 CASING INSTALLED TO A DEPTH OF 20.0 FEET PIEZOMETEII INSTALLED, SLOTTED PIPE f'1I0M 130.0 f'EET TO 150,0 F(ET WATER LEVEL REAOINGS
.J!lli... OEPTH IN FEET 6111170 85.5 6/12170 95* 5 6/16170 113.0
",8170 122,0 6123170 1)1.0 6125/70 122.0 6/26170 132.0 6129170 136.0 717170 '39.0 7115170 '/i0.7 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
'. FIGURE 2.5-19 LOGS OF BORINGS (SHEET 7) REV. 0 - APRIL 1984
BORING 4 SI./RFACE ELEVATiON 7043 o f / rar: MMJI lin _riO
- f. ,/. ".,,6tHrN
~lnYP"''_. ,.It~ ,wv W'J'\III'.IS!
'8/*.f,
] . , . , . . UltWn
,.", J>-j""'"
u-r Uiltr . . "
;/
fu= _"It' lit
/ ~.
uvcvn DIfY 7 SYltt80L5 DESCRIPTIONS M.3 75 P I ....oM~O..;;L~DAR~~Rg~~E~Oo:~~~~CSb~~~ I ~L~Y T~~~~ I ~OOTS PI DARK BROWN SILTY CLAY~STIFFl IiRAD I NG TO LIGHT BROWN WITH CL SOME FINE SAND AND GRAVEL, (VERY STIFF)
/0 ~ Zll III PI loU 103 GRAY CLAV WITH A TRACE OF SAND AND GRAVEL, (VERV ST t FF)
I zeoo 2100 14.~ liT PI (GRADING STIFF)
~ lAO ;c.o 110 PI (GRAD I NG MEO IUM ST IFF)
CL at... 108 P. (GRACING ST IFF) (GRADING VERY STIFF) 40 Z4llO 2~OO Zt... 112 PI GRADING SOME THIN LAvERS OF FINE SAND, (STlI'"F) 50 19.3 109 (GRADING ilERY 5TIFF') 60 11.Z ~If' 11.0 1111 P. 7'0 ,.., /13 PI GRAV 51LTY CLAv WITH TRACE OF' S AND AND GRAVEL , (HARD) P. _7Z00 II." IT! P. ZU P8
""0 .1.' 19" 11.3 II' PI PI 100
'13 IZ!!
110 (I SP (4&)11 /20 (7 ( BROWNISH-GRAY SILTY FINE TO MEDIUM SAND, /30 SM (VER Y DENSE) ( I 1711' BROWNISH-GRAY GRAVELLY, CLAYEY SILT WITH TRACE OF' COARSE SAND AND GRAVEL, (HARD) ( 98)11 /40 ML (16}11 (89)1 150 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS o- APRIL 1984
/50
( ML
/60 (49).
(~ ..... 17'0 (l~ ~ HQ() PERCENr ~ GRAY SILTSTONE. THIN BEDDED WITH LIGliT GRAY MICACEOUS S'ILT STRINGERS. SIoIlOTH PARTINGS ~ 180 0% AT 5-100. PARTINGS VERY CLOSE ~ ~ ISO e.". GRAY SHALE WITH LIGHT GRAY SILT STRINGERS. MICACEOUS. SIoCOTH PARTINGS, PARTINGS VERY CLOSE GRAY SANOY SILTSTONE AT 196.0 FEn 200 0% DARK GRAY CLAYEY SHALE. SOFT 210 lOA ING COMPLETED AT 206.0 FEET ON 6/12170 P' EZOMETEA I NSTALLED. SLOTTED PIPE "ROM 0 TO 80.0 FEET WATER LEvEL AT 21.0 FEET ON 6/25170 BORING 5
$lJIIFACE EU..TIDIt 713.7 j=:l= '....1,.... ={":::' =" f+L+/
- - /-=:-/rar'==..J:-:::;r __ r LMAJUn: SYMM1L$ DESCR,,.T/ONS o P I ~1ft,I.I--¥l~OAR~O:~g~ TO BLACK CLAYEY SILT WITH ROOTS*
194 II! PI IoIlTTLEO LIGHT GUY TO TAN SILTY CLAY WITH TR~g~A~~N~~~Ra~O GRAvn. (HARD) 10 III PI DARK GRAY CLAY WI TH PART ICUS OF SANO. 1100 ".! AND GRAVEL. (HARD) 249 10! (GRADING vEAY STIFF) (GRADING MEDIUM STIFF) 12.6 122 GRADING $L1G1iTLY Sfpy WITH IoIlI\E SAND. (VERY STlrr) 30 !lOa 4200 17.4 114 11.6 17.2 IS" ". 112 40 PI 20.9 IQ.I P' ..,."""_..... BOR ING COMPLETED AT 46.5 FEET ON 6/19/70 50 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 9) REV. 0 - APRIL 1984
BORING 6 SURFACE ELEVATION 708. 9 f~*!- 1'111', ~':,n
.j e _ _ ' rn1' -1 ,~~ _)'M"t'DWM
" ". . .rJ/
III ""If ellfr UlMn rrlT. 'HLlt,gan, 1::/-:/':r::f::.rr ~..=-.r f ,** :j
"=~_1' a ttllf IJItJ' L~~.'T 7 SYMBOLS DeSCRIPTIONS 0
ta.5 96 DARK GRAY CLAY WITH SOME FINE SAND AND GRAVEL
/0 Inw 7&W 18.3 III (HARD)
GRADING "f:lSTLY GRAY CLAY, LESS GRAvELS 29.0 $6 (GRADING STIFF) 3600 241 102 PI (GRADING MEDIUM STIFF) 0 PI GRADING "f:lRE GRAVELS, SOME THIN SAND 21.9 108 LENSES. (VERY STIFF) GRADING LESS GRAVEL 40 '21.9 10$ PI CL PI 1!I (GRADING HARD) 50 4'ltlO $too 19.6 /10 PI SOME lARGE GRAVEL AND COBBl ES 311 I*. g 21.2 20.4 113 60 167 120 PI 50101£ THIN SAND LAYERS llU illS PI GRAOING ,..,IIE GRAVEl TO 14400 :KIOQ 171 lUi PI PI SOME THIN SAND LENSES IHOO ~ t:3.11 ITt DARK GRAY CLAY W' TH SOME F"I HE SAND AND GRAVEL. (HARD) PI 90 1$.7 119 100 21." ,07 7600 21.0 III
//0 - 103 - 17.3 113 PI 71 142 (I GRAY S' LTY FINE TO COARSE SAND WITH GRAVEL, (VERY DENSE)
BROWNISH-GRAY MEDIUM SAND, SLIGHTLY SILTY, (
/20 (DENS£)
( 119)11 SP II WIll /30 II BROWNISH-GRAY CLAYEY SILT WITH GRAVEL, OCCAS IONAl POCKETS OF CEMENTED SAND AND GRAVELS, (HARD) 1100 /40 ML (100/ II OSIIl /50 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 10) REV. 0 - APRIL 1984
/50 11I61.
BOULDER (861ft
/60 (56111 ML /70 (50a RfJD (201.
PERCENT
~
/80 LI G~~R~~~S S ~~ T5:~~E v~~~A~~g~~. SI'I)CTH
,.% 6 INCH II GHT GRAY S 1LTY LIMESTONE AT '81.0 FEET GRADES DARKER
/90 GRAY SILTY SHolL[ WITH LIGHT GRAY MICACEOUS SILT STRINGERS SM:lOTH
",,- ~~~~~~~o~~~'!' CLOSE .OCCAS IONAL 67"-
2/0 rt)'1lo 100 GRADES DARKER AHD LESS 5 I LTY 1'4"- 220 0% 2 INCH son CLAY SHALE AT 228.0 FEET 2'30 INCH SOFT CLAYEY SHALE AT 232.0 FEET 0% INCH BUFF' LIMESTONE AT 234.5 FEET 2 'NCH BUFF LIMESTONE AT 238.0 FEET GRADES TO BLACK. INCREASINGLY CALCAREOUS 24"'".... LACK MGANIC SHALE. lNCR£ASINGLY CALCAREOUS, 0% VERY ORGAN I C AT TOP. CLAYEY AT USE. PART I HG ROUGH WITH IRREGULAR SPACING CRAY SHALE. vERY CLAYEY. CALCAREOUS BLOCKY. 0 ROUGH PARTINGS IRREGULARLY SPACED. 0% 2 INCH BLACK SHALE. AT 25lt.0 FEET BORING COMPLETED AT 260.0 FEET 0 ON 6/23170 PIEZOMETERS INSTALLED, SLOTTED PIPE FROM 120.0 FEET TO 135.0
~~fl AND FROM f80.0 FEET TO 260.0 WATER LEVEL READ INGS UPPER PIEZOM£TER DEPTH IN FEET 6/30170 71 ~~170 J2 . 0 TO JJ. 0 FEET WATER LEVEL READ INGS LOWER PIEZOMETER
-E.£L DEPTH IN FEET 6/30170 TO 118.0 TO 119.0 FEET 71' 5170 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 11)
V. 0 - APRIL 1984
BORING 7 SURFACE ELEWATIOIt 710.1 o F/3./-:..-I_-==...f:-::- f% iz:7 (JIII,.,I.& "'( ' SYN60LS A I AND ROOTS (TOPSO I L LIGHT BROWN AND GRAY SILTY CLAY WITH SOME SAND AND GRAVEl, (VERY ST I FF TO HARD) I0 PI OARK lORN CLAV W,TH SOME FINE SAND AND GRAVEL. (HAROI PI \GRAO'NG VERY STIFF) PI
... PI GRAY MEDIUM TO COARSE SAND WITH GRAVEL 0 PI SLIGHTLY SILTV. (LOOSE)
GRAOING WITH POCKETS OF SILT AND CLAV PC P1I PO DARK GRAY CLAY WITH SOME F'INE SAND AND PO GIIAVEL. (STIFF) pa 60 ,.1
- PI (GRADING VUV STIFF) 10 PI PI DARK GRAY CLAV WITH SOME F' IHE SAND AND GRAVEL. (HARD) 10 P'
PW GRADING WITH SILT AHD FINE SAND PARTICLES. 100 fII' fill GRADING LESS SILT 110 PI 4LH"NATING LAYERS OF' GIlAY SILTY FINE SAND
~~?FHNE SAIlDY SILT. WITH GRAVEL (VERY
( BROWN'SH.GRAY SILTY MEDIUM SAND WITH 110 (llS 60HE GIlAVEL. (DENSE) BROWNISH.GIIAV CLAVEV SILT WITH GRAVEL. OCCASIONAl POCKETS OF CEMENTED SAND AHD "-4VELS. (HARD) IXl (71lII ML (QI 140 BOULOER 147.5 TO 148.0 FEET 1$0 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 12) REV. 0 - APRIL 1984
/50 (BO}l!l (4~l! ML 160 RQD (11111 PERCENT
/70 TAN SANDSTONE. VERY FINE GRAINED, SILT STR INGERS, MICACEOUS GRAOES SILTY 0% LIGHT GRAY SILTSTONE. MICACEOUS. SI1JOTH PART I NGS AT 0- 100. PART INGS VERY CLOSE
/80
..... 10% GRAOES DARKER
~
l.( /9U .. INCH GRAYISH-BROWN CLAY CONGLOMERATE AT 190.0 FEET GRAY SILTY SHALE WlTH LIGHT GRAY MICACEOUS SILTSTONE STRINGERS. OCCASIONAL 25% CONCRET IONS ~ FRACTURE ZONE 195. O* 200. 0 FEET ...... 200
~ 60% I
~C=i 2/0 2 INCH CLAY SHALE AT 213.0 FF:ET 70% 220
~AOES LESS S'try 79".
230 f---""," 20% HH I CAL FRACTURE ZONE 232.0- H 5. ° VERTICAL FRACTURE 238.5-240.0 FEET 240 20". GRAVf~ CArCARfOV~
~E~NCH' ~uF~"E 1~~h~~~E At T 2l~: oOFHP 250 3 INCH BUFF LIMESTONE AT 249.0 FEET BLAC~A~~"~~~O~~~i~:~ib~~~~~~~ESI1JOTH 16".
tIiiiiiiIII ...... VERY HIGHLY ORGANIC SHALE AT 252.0 FEET GRADES TO GRAY SHALE. CLAYEY. 511>0TH 260 PARTI NGS BORING COMPLETED AT 2S4.5 FEET ON 7/'170 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 13) REV. 0 - APRIL 1984
~
1::: ......
~~tj ... TTERBERG SHEAR STRENGTH DATA ~
L'MITS
~~ ~ ;;: ~
l* ....*1
.....t*t
......... ~
13 '~ . l'" **** , 3'_,~ C"_.' ***,.. ,,,
~~.
"'.";;:~:::.::.
-"+-
"'_.11~"".,,,
() . . . .':I 7;,
~ .... ,
":t-720 I I ~ BORING 8
~ SlIRFACE ELEVATION I a~ 703.0 710 ~~
() ~
~~ SYU80LS DESCRIPTIONS
~~
BLACK SILTY CLAY - TOPSOIL (12") 1400 6
- 700 DARK BROWNISH-GRAY SILTY CLAY '.-11TH 500 3 * ~ CL SOME SAND AND GRAVEL. SOME MJTTLI NG Or COLOR. ST I FF TO HARD 2900 21 *
~ ~
GRAD I NG WITH SOME GRAVEL BROWN FINE TO MEDIUM SILTY SAND LENSE 690 2300 a I DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND. (5000) 20
- OCCAS 10NAl lENSES OF S IL TY FINE TO MEDIUM SAND. STIFF 680 1750 8
- GRADES wiTH MORE SILT AND LE S $
GRAVEL
~
i GRADES WITH MORE CLAY
~
.. ~
1600 6
- CL 670 1700 1300 II'~ MEDIUM TO COARSE CLAYEY SAND LENSE AT 664 660
~
GRADES WITH MORE GRAvEL 2000 II' Q.~ 2500 DARK BROWNISH-GRAY SILTY CLAY WITH 1\. :/. ~H SOME FINE TO (OARS E SAND AND 650 _l 71.1108, 2200 4100 GRAVEL. VERY ST I FF TO HARD GRADES WITH COBBLES AND BOULDERS
- 15. CL AT 648 TO 643 (sOOO+)
DARK GRAYS IlTY CLAY WI TH A TRACE OF 640 (3000 ) ~ GRAVEL CONTAINING LAl-lINATIONS AND 17.1 16 dl88) 16
- THIN SEAMS OF SILTY FINE SAND.
OCCASIO~JAL LENSES OF S IL TY SAfIlD AND GRAVELLY SAND. VERY ST IFF ( 2500) 16. 630 1400 20. I Wm 18 0 CL 620 1750 I 19. GRADES WI TH OCCAS IONAl lENSES OF MEO IUM TO COARSE SAHLI I (6000..) 21. 6/0 I 25 *
~.
("500 J GRADES WITH MORE GRAVEL I ~ I I 3000 22. I 600 l 4300 2500 29
- H5 111 (4000)
BROWNISH-GRAY FINE SANDY SILT CONTAINING I 250O 27. THIN SEAMS OF SILTY FINE SAI;O AND SILTY CLAY 590 I ML
! j, t 103 1!:l80 1500 9
- 1000 I 13
- GRADES WITH THIN LAYERS OF MEDIUM T~ ~~~~~E o~AgZAe~~ !~An~. 7' 580 ( lOOOo..)
190/6'. L 112" LAVER OF CLAY AT 118.9' DARK GRAY ISH-BRO',IN FINE TO COARSE SANDY CLAYEY SILT WITH PEBBLES, 66/6'~ GRAVEL ANO SO~1E COBSLES. VERY ( 10000+) ML HARD 570 ( 10000.) n~
!'lOR ING CO!-1PLETED AT 140.0 FEET
( 10000+) Eel! ON 11 70 CAS ING USED TO A DEPTH OF 15.0
~ 560 FEET ~
- I LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
~
t I I; FIGURE 2.5-19
~
I LOGS OF BORINGS (SHEET 14) REV. 0 - APRIL 1984
~ i::: ..... ~~~"'-:"'~T~T~ER:::e::::E:-;:R~G""I-"---S-H-E-A-R--S-T-R-E-N-G-T-H--D-A-T-A-----. I.Ll l( II A,tIJ T S ~§ .. ~: ~ t-:,-.~-.~-, -:'C.-.-**-_..-.-.-r--;:c".~.~:;;:::,:;;:!=-;;:.~-_-.-._-
..,--r--O-.'-ri-....-.-,- t
~ ~7:;' 7 ~8 o~.t-;;::",..-~:-:,,,,:-,-r--~-~,-r--+-;::- ..-,-+---,~-, -+=-."';-r;.;;;-;lI;r-=.;;;:~:r-I T2vnt-...,--,....-+--+--f'----fo--.....--,;,;;..,-+t......;.;...........;;;....fjl....~ BORING 9 SURFACE ELEVATION 7017 TIOt--+--+--+-+-+--r--+----f---I----f---I SYMBOLS DESCRIPTIONS i'OOt--+--+---1r---'1t--t---+---+---f----f---+--I S-;,jiii;j-~-l~~-l ~~~~~ ~TN~\U~T - ToPselL (12") 2900 14' ~'-tt- OARl(BROWNISH-GRAY SILTY CLAY WITH
~~'!/:; SOME SAND AND GRAVEL. SOME
~
, I'OTTL ING OF COLOR. ST I FF TO HARD 690 (7000) 42'~ ~
L-DARK GRAY SILTY CLAY WITH A TRACE OF
~/, GRAVEL CONTAINING LAMINATIONS ANO 2100 16 I 'l~:/%/~ TH IN SEAMS OF S IL TY F tNE SAND.
//,'i; OCCASIONAL LENSES OF SILTY FINE TO MEDIUM SAND. ST IfF 1)00 680 13 I ~
1600 22 I ~ CL
~ OCCASIONAL THIN SAND SEAM 6r= 2300 151 ~
GRADES WITH LESS SILT ANO SANO 1500 1211~
~~
660 3100 15 I ~~
~~
2000
~CH
- (6000) 3400 19 I 24 I
~
c' L DARK BROWNISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND GRAVEL. VERY STIFF TO HARD DARK GRAY SILTY CLAY WITH A TRACE OF
- 17. ~~ GRAVEL CONTAINING LAMINATIONS AND 2200
~:% THIN SEAMS OF SILTY FINE SAND.
% ~ :;e~~~~A~A~~~S~iR~F si :~~y SANO AlfD 2900 22 1 ?i§ 1800 20 I ~ CL GRADES WITH MORE SILT
-_.- 2700 241
~
~
3000 281
~
~
GRADES WITH LESS GRAVEL 2800 27 1
"---4
~~
DARK BROWNISH-GRAY FINE TO COARSE 6....- ~:% SANOY CLAY WITH SOME GRAVEL. oeeAS IONAL LAYERS OF SANOY CLAYEY 2200 p 1 ~~ SILT. HARD
~~ CL 610 2700 P. ~ ----t
~ DARK GRAY SIL TY CLAY WI TH A TRACE OF GRAVEL CONTA IN I NG LAM I NAT IONS AND (4600) P. ~HIl... THIN SEAMS OF SILTY FINE SAND.
OCCASIONAL LENSES OF SILTY SAND AND P. ~~~ CL GRAVELLY SAND. VERY STIFF (4500) FINE TO COARSE SAND LENSE AT 601 600 ~~ (4500) 54 I ~% GRADES WITH MORE SAND AND GRAVEL
~ GRADES WITH MORE CLAY (4500) 501 59= -BROWNISH-GRAY FINE SANDY SILT CONTAINING THIN SEAMS OF SILTY FINE SAND AND SILTY 3100 581 CLAY ML
- i/I.O'--'--...... --J-'---I---~--....1-----l-----1l___....1_ _
( 10000) __II 200'9.
\
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 15) REV. 0 - APRIL 1984
~ BORING 9 CONTINUED
~ ~ ~ ..... a~ ~~~ " TTER8ERG SHEAR STRENGTH DATA
~! . .: ~~
liMITS \u t...: '1' **** ' . ' ( 0 _ . . . . . .<.11 "':~:~,:::.::. 0".0:"1 $,... ** gg ~~ ;
....... I,Q ...... ' .. ,
~ _~,Il ~"I_
,~-
~
, .... '1
\..., ....'1 ,,.,.,..
~j .. $.. + ,.. ~
~.
01 ~
.. ~I f.n .~, Ir SYMBOLS DESCRIPTIONS 580 OCCASIONAL THIN SAND SEAM
( 10.000) 129/l IIII DARK GRAY ISH-BRO'iI~j FINE TO COARSE SANDY CLAYEY SILT WITH PEBBLES, ( 10.000) GRAVEL AND SO~lE COBBLES. VERY 81
- II HARD 570 (la, 000) 135 IS Ml
( 10.000) 62 t! 560 GRADES WITH MORE SILT (10, 000) 59 l! I BOR ING COMPLETED AT 146.5 FEET ON 11-13-70 CASING USED TO A DEPTH OF 5.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 16 ) REV. 0 - APRIL 1984
~~
... TTERBERC 1'- SHEAR STRENGTH DATA
,.- -"1--....... ~82~~ i~ ~
LIMITS
. . _'._.1..
~
l'_l
~
\..._,
~
"'....'.' C.""'.. ~ ***.*'"
~"!I(t:: ~.
I Cu........
.. O;" ... , *_. .....
+
.~,
0 .....:' ... ,... **
...... ~~~- "~ ....
20
~ BORING \0
~ SURFACE ELEVATION 704. I a~
710 ~~ ii ~ OESCRIPrlONS (3200 ) II * ~~~;::':-:::~-'~"""'-----"'!!T!'!'O~P$~O~I~L-"'~12::":"':-r---- DARK BROWNISH-GRAY SILTY CLAY WITH 700 (3000) 10. SOME SAND AND GRAVEL. SOME J1)TTL ING OF COLOR. ST IFF TO HARD ( 5000) 22
- GRADES WITH LESS CLAY AND LESS GRAVEL 690 ( 2000) 7 * "'jiIjljil-_~ GRADES WITH MORE CLAY DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAiNING LAMINATIONS AND
( 1500) 7
- THIN SEAMS OF SILTY FINE SAND.
OCCAS lONAl LENSE S OF S I LTV F I HE TO MEDIUM SAND. STIFF 680 p 0 ( 1750) 12. 670 (2500) 6 * (2500) 8
- 660 (1500)
(1750) II
- DARK BROWNISH-GRAY SILTy CLAY WITH 650 2400 13
- SOME FINE TO CDARSE SANO AND GRAVEL. VERY sT I FF TO HARD 2700 15
- GRADES WITH MORE GRAVEL DARK GRAY S IL TY CLAY WI TH A TRACE OF
-~,.
16
- GRAVEL CONTAINING LAMINATIONS AND
.... "'" 2500 THIN SEAMS OF SILTY FINE SAttD. OCCASIONAL lENSES OF SilTY SAND AND 200 GRAVELLY SAND. vERY ST IFF 630 1700 13
- 15
- GRADES WITH lESS GRAvEL 2800 620 1700 S ItTY SAND LENSE AT 619
,DARK BROWNISH-GRAY FINE TO COARSE 2800 I SANOy CLAY WITH SOME GRAVEL.
,0CCA~IO:'lAL LAYERS OF SANOY CLAYEY SILT. Ht.RO 610 2700 DARK GRAY S IL TY CLAY WI nt A TRACE OF
"~I--~ GRAVEL CONTAINING LAMINAT IONS AND THIN SEAMS OF SILTY FINE SAriO.
3400 oeCAS IONAL LENSES OF S IL TV SAND AND GRAVELLY SAND. VERY ST IFF 600 (SOOO) Wol~I---IOA~rN~O~~l~H~~~~,(S~~~"G~;V~f~RSE
,oeeAS 10NAL LAYERS OF SANDY CLAyEY (SOOO)
DA~~LIRA~A~VLrY CLAY Wlnt A TPACE OF
.........I---~ GRAVEL CONTAINING LAMINATIONS AND 590 '4000 THIN SEAMS OF SILTY FINE SAND.
oeCAS 10NAL LENSES OF S I L TY SAND AND GRAVELLY SAND. VERY ST IFF 138IIOb ARK GRAYISH-BRO,IN FINE TO COARSE (4S00) I~ SANDy CLAYEY SILT'.1ITH PEBBLES, GRAVEL :':W SOI:£ CGa3LES. VERY HARD
~ BROWNISH-GRAY SILTY GPAVEL WITH SAttO (4500) (VERY DENSE)
DARK GRAY ISH-BROWN FINE TO COARSE 560 Ml SANOY CLAYEY SILT WITH PEBBLES, GRAVEL A~W SO~:" COBBLES. VERY 5?'O 1\ HARD (4500) 15Cl.I1111 BOil. ING COMPLETED AT 139.5 FEET ON 11-10-70 CASING USED TO A DEPTH OF 10. 560 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BaR INGS (SHEET 17) REV. 0 - APRIL 1984
I ~ , t:: ..... ~~~ ATTERBERG SHEAR STRENGTH DATA
,Z
~.
~
t..IMITS ~ ~ c: ......,_...... i .!'.".::~:;::.. ~ ,.- ""'-'.-- :;i" ~p 00 1'/ ***** ' rr, .:/~ -+ 0 **.., .......
~
72v 1;
~v
~, .~, T a
~ BORING II
~
a CI) I., SURFACE ELEVATION 703.6 710 ~
~ ~
;a ~ SYMBOLS fJESCRIPTIONS II i1 i I ,.. i>.L Cl 8lACK ORGANIC CLAYEY SILT-TOPSOIL ( 33' )
DARK BROWN AND BLACK SILTY CLAY 700
~
( 5000) II DARK BROWNISH-GRAY SILTY CLAY WITH CL SOHE SAND ;:'NO G?A'IEL. SOI*IE MlTTL ING OF COLOR.. STIFF TO HARD (6000) P
- 690 (000) p
- DARK GRAY SILTY Cl4Y WITH A TRACE OF GRAVEL CONTA!~jll:G U.;'*lIJATIO~IS AND THIN SEA~\S OF SILTY FI~IE SAND.
(2500) p
- OeCASIOHALLElISES OF SILTY FINE TO HED IUM SAND. 5T IFF
- ~
GRADES WITH MORE SAND "-NU GRAVEL 680
~
(2500) P * ( 2800) P I CL 6r= ( 1000) P. P, Pit (3500 ) 6GO {4S00r PI
............- ( fO.'OlJOT PI C.H CL DARK BROWNISH-GRAY S IL TY CLAY \'IITH SOME F tNE TO COARSE SAt;D AND GRAVEL. VERY ST IFF TO HARD (2!JOO) 18 I :% DARK GRAY SILTY CLAY ',11TH A TRACE QF GRAVEL CO'HAIN,'IG lA:111~HI,)~;5 AND PI;/; THIN SEA:15 CF SI'..TY = 1':£ - ~ 0 U' "V (3750 ) oeCAS IOctAL lE':SE S OF' S [', Ti ;.tiO
;:: GRAVELL Y SAND. VERY 5T IFF (2800) P
- GRADE S TO SL IGHTL Y BROWN ISH -GR AY WITIi MORE GRAvEL 630 (2800) p
- CL MEDIUM TO COARSE SAND LENSE AT 630 (2700) P
- OCCAS IONAL SILT l ENS£ 62Q (JDOO) p
- GRADES WITH LESS GRAVEL SOME PIECES OF DECAYED \-mOD AT 620 610 (2800)
\ b~UUI 48.
- 45. II DARK BROWN' N5H -GRAY FINE TO CO,,"5 £ (6000) or. ~ CL SAtiDY CLAY ,11TH SCI~£ G<<AVEL.
OCCAS IO:i:'l L;:\ U;; CF ;;;,:'Ci CLAYEY
~ S IL 1. HARD DARK GRAY SILTY CLAY WITH A TRACE OF 600 (50001 43 I ~ GRAVEL CO~HA'~jP:G Lt.I*q~IATIO~jS AND TH IN SEA~1S OF S Il TV r: ItiE StoND.
(4500) 59. CL OCCAS 10NAl L£nSE S OF S IL TV F' NE TO MEDIUM SAND. ST IFF
~
GRADES Wi TH MORE 5 I LT AND 590 (4S00T 38. OCCASIONAL LAYERS OF CLAYEY SILT GRAY FtNE SANOY SILT WTH SOME CLAY 18
- 58C' 17. I ML I
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 18 ) REV. 0 - APRIL 1984
f
~ ~ BORING II CONTINUED i::: .... ~ ~~~
ATTERBEIIIG SHEAR STRENGTH DATA a~
-- ~~. ~ ~
l.iMfTS
." c ......<* * * * * " ! ~"t:.:;~':::,. ~1 ........ 1 . . ~.~ .. .., II_e.*
~ 1C is ~~ ~
,.. ****** 1
~
580
,~-
.. 1._
.. -T ':i. 3- .~f T" -- 7:':
t;:):l
~~ SYMBOLS DESCRIPTIONS 20*1 71/6lI GRAYISH-BROWN FINE SAND WITH OCCASIONAL 570 97
- LAYERS OF FINE TO COARS E SAND ANO I~
SP GRAVEL GRADES WITH t"ORE GRAVEL DARK GRAY ISH-BRO'..m FINE TO COARSE 17411 SANOY CLAYEY SILT WITH PEBBLES. 560 ( 10.00v GRAVEL A:lD SOHE COBBLES. VERY ML HARD (10.000) 1081'1 (10.000) 260/4111 FINE TO MEOIUM SILTY SAND LENSE 550 "'""-- BORING COMPLETED AT 154.5 FEET ON 11-16-70 CAS ING USED TO A DEPTH OF 5.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 19 )
REV. a - APRIL 1984
~
i:::: ....
~~~
ATTER8RG SHEAR STRENGTH DATA l.&.l 14.. L1Ml T S
~~
~t
. ~F BORING 12
~
.......f.e ....... ta:lII i~
1,,_'
\ \ .. SURFACE ELEVATION 71t.9 720 S'0180L5 DESCRIPTIONS 710 100 690 680 67C GOO 650
- 630 620 6/0 600 590 58C 570 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- a....---
FIGURE 2.5-19 LOGS OF BORINGS (SHEET 20)
- " ' - - - ~ - - - - - '
I REV. 0 - APRIL 1984
- 7/0t--+--+---1f--t---t----j---t---+---+--f---I 9
- 14 a SylttlBOLS BORING 13 SUI/FACE ELEVATION 709.4 OESCRIPrlONS BLACK ORGANIC S IL TY CLAY-tOPSOIL DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOME 1
MOTTLING OF COLOR. ST rF'F' TO HARD
\)VVV/ 21
- 4400 16 * ~",",,>--_-I DARK GRAY S I lTV CLAY WITH A TRACE OF GRAVEL CONTA IN INC LAMINAT IONS 690 16
- AND THlt, SEAMS or SILTY FINE SAND.
OCCASIONAL lENSES OF' SILTY FINE TO
~'EDltJM SAND. ST IF'F' 3200 16
- TH IN LENSE OF SAND AT 689 680 t - - t - + - + - - + - t - - - + - - - + - - - + 2700 - - - + - -... 13.
2700 14
- 670 t - - t - + - + - - + - t - - - - I - - - - - - + - - 2700 -+---f-----f 15
- LOIS E OF GRAY SILTY SMIO wITH SOME GRAVEl AT 665 2400 II' GRADES 'wITH TH IN LENSES OF' 600 t - - t - - t - - + - + - t - - - + - - - + - - - - t - - 3000 13
- GRAY SANOY SILT 3300 121 GRADES WITH MORE SAND FINE TO COARSE SAND LENSE AT 6501----1---t---t--+-+---+---+---+ 3600 14
- 651 DARK BROWNISH-GRAY SILTY CLAY WITH SOME F'INE TO COARSE SAND AND 4400 18
- GRAVEl. VERY STIFF TO HARD 2900 DARK GRAY SILTY CLAY WITH A TRACE OF' 640 1---+-+-+--+-~---I---4----+ 2300 - + - - - + - - - 1 18
- GRAVEL CONTAINING LAl11NATIONS AND THIN SEAMS OF' SILTY FINE SAND.
OCCASIONAL lENSES OF SILTY SAND 3100 16
- AND GRAVELLY SAND. VERY STIFF' 630 ~~~-L-t---+-I--4----4----4----t- 3300 17
- 3100 18
- GRADING HARD OCCASIONAL LENSE OF GRAY 620 1---+-+-+--+-~---I---4----+ 4400 27
- SANDY CLAY A.ND GRAY S IL TY SANa (5500) 321 GRADES LESS SMlO AND GRAVEl
..........~---l DARK BROWNISH-GRAY qNE TO COARSE 6/0 1--+-+-+--+-~--+---4----+3700 58
- SANDY CLAY WITH SOI~E GRAVEL.
CCCAS 10NAl LAYERS OF SANDY CLAYEY SILT. HARD (3500) 27
- DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTA IN ING LAM INAT faNS AND THIN SEAMS OF SILTY r,NE SAND.
600 1--+-+-+--+-1---+---4-----+(500) -f---+----I 35
- OCCASIONAL LENSES OF SILTY SAND (6000) AND GRAVELLY SAND. VERY ST IFF 110.
I~II lfiI'!'I'tM---i BROWNISH-GRAY SILTY FINE TO MEDIUM SAND 590 100/1O'S SM OCCAS IONAL TH IN LENSE OF GRAY 580 84 tt FINE SANOY S I LT DAPK GRAY ISH-BROWN r HIE TO COARSE ( 10.000) 115 S SANOY CLAyEY SILT WITH PEBBLES, ML GRAVEL AND SOME COBBLES. VERY ( 10.000) 17'OI7~ HARD 570 BORING COHPLETED AT 139.5 FEET ON 11-16-70 CASING USED TO A DEPTH OF 10.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 21)
REV. 0 - APRIL 1984
~
C) i:::: "-
~~~
AT'ERBERG SHEAR STRENGTH DATA l<.l l( ij ".0 '" i".** ,,,,,,,, BORING 14 720
\ SURFACE ELEVATION 7074 i
I I I
! \
7/0 SYMBOLS DESCRIPTIONS I I I 1700 BLACK ORGANIC CLAYEY SILT-T0P50IL(12") I~OTTLED BLACK. BROWN AND GRAY S Il TV II I I 4200 10. CLAY"'; ITH SOME ORGAN IC MATEP IAL DARK BROWN ISH-GRAY S IL TY CLAY WITH 700 SOI-'E SAND AND GRAVEL. sOME (6000) 241 MOTTL ING OF COLOR. ST IFF TO HARD DARK GIUY SILTY CLAY I'IITH A TRACE I 2000 9
- OF GRAVEL (i)t.TA I~: iNG LA~qNATtOtiS AND THI'l SEAI"S OF SILTY ;:-I',E 5M10.
690 OCCASIO'JAL LEt,SES OF SilTY FllrE TO 2500 to. MEDIUI~ SMW. 51 IFF 2500 10. f zoe II
- 2900 9
- 1900 II
- 1900 13 1 12
- 13.-..
2360 3200 (5000+) ----1 DARK BROloJNISH-GRAY SILTY CLAY WITH SO'-IE FINE TO COA"SE SAND AND 6501---+--+-+--+-+---+---t----+-----+----+---, GRAVEL. VERY ST IFF TO HARD (2800 ) 14
- DARK GRAY S I L TY CLAY 'III TH A TRACE OF GRAVEL CONTAI'JING LAMINATlONS AND 2900 21
- Tel I~: SEAi:5 0 r S I L TY r I Cl E SAN 0
- CCCAS 10NAl LE:,SES OF SILTy SAND t-t<O GrAVELLY SAt<fl. VERY SI I F1' 2&4 II" 13,416,( 118 I.goo 2800 16.
28.015.8 12.2 )1'.113 (4200 ) 2 SOO 21
- 630 C'" -
r-- "C* '" 3640 (2000 ) 2700 19 23
- 1 CRADES l'ilTH t\QRE SAND 1 FOOT DIAtiETE~
SILT MID BOIiLOER AT f,21 620 i Dc-R'; BROI'IIIISH-(',PAY FINE TO COARSE 20
- S,,',DY CLt.y ',-:iTH SOI-!E GRA'IEL.
I I OCCAS IOt,AL ltlYERS OF SA:::)Y CLAYEY Ij SILT. HARD DARK GRAY SILTY CLAY \'IITH A TRACE OF i 21£ 10 5200 (4500) 24
- GPt-VEL CQ:HA Itn';G LW !lJf,T IONS AND 6/0 I 2 '.5 103 T",IN SEMtS OF SILTY FI',E SAND.
44
- CC':<l5Ior,A'~ LE'-:SES OF SILTy SAND (6000)
MID GP.AvEI_LY SAND, VERY STIFF 600 I 1& 115 (7000l (4500) 59
- GRADES WITH ~'O_RE SILT 18.6 12C (8000) 42 1 OARK GRAY ISH-BROl-IN F INC ;0 COARSE SAtWY CLAYEY SILTt;TH "(BBLES, 590 41 1 GRAVEL MIO SOI-!E CObSLES. VERY (6000)
ML HARD GRAY ISH-BROWN FINE TO MED IlJ~1 (8500) 441 f~~~Y L~~~gsl ~~S~R~~ ~~~ lUll SAND AND GRAY 5 IL T 580 8000) ML GRAY ISH - BR0; N 5 I L T wITH SI) ME SANO (H AR D ) TO COARSE (10,000) PESBLE.S, 114 ! VERY 570 ML ( 10 000) 119 l! 12 ( 10 ,000) 560 i AT 144.7 FEET
~~~+~,c "SED !oJ A DEPTH OF 10.0 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 22)
REV. 0 - APRIL 1984
~
i::: .....
~~~ """ 'c.:
r-~=~-T'"'-T-.,------------------- ATTERBERG
~~o# >S...
SHEAR STRENGTH DATA
&<... C"'.":::~;~~.. ~""""""l" 1,.,.._
... BORING SURFACE ELEVATION 15 717,0
- -:=..::.-f LIMIT$. C" ......' ... O".(f
':;;' 7 H &~ ;t-:.,::-:._~-.* ~:---r--(J.-.:-. --'--'1::-..-~-+--.r;-.-,,=-=",::;o;;;;;r;r-'"T'"
t *.**.* j
~ ~~
1'20.........................-fl.....---4llo.oio--............~.... ---4I-- . . SYMBOLS DESCRIPTIONS ( 1700) P
- P *
......:.l "7.~ r~
ot BLACK ORGANIC CLAYEY SILT-TOPSOIL (13") MOTTLED BROWN, BLACK AND GRAY S I L TY MofftUSJli6~ AND GRAY S IL TY F I~jE Te 710J.--+--+--11--J--~--+---+--_+--_+-_+-__I (6000) p. ~
~
COARSE SAND filTH GRAVEL DA~~M~R~~~6 S~~gR~~A~~t :\~~~Y MOTTL ING OF COLOR. ST IFF TO HARD WfTH
~
7OO'J---+--+-+-+-+---+--+---+---+----t----I P' ~
~ CL OCCAS IONAL LAYERS GRAY SANOY SILT WITH OUT GRAVEL (500) P' ~
~
GRADES WITH LENSES OF FINE TO COARSE SAND
~
(2500) P' W GRADES WITH MORE SILT 690J.--+--+--I1--t--t----;---+---+---+--+-__I
~
PO 1lJiIIO!"""---i DARK GRAY SILTY CLAY wiTH A TRACE
~ 0 F GRAVEL CONTA' N I NG LAf-'d f'AT IONS
~ MJO THIN SEAMS OF SILTY CINE SAND.
P' ~:2 ~~g~~~o~~~o:E~iT~FOF SILTy FINE TO P * ~I~
~
GRADES WITH LESS SMW 4!,D AND LESS SILT G~t",[l P
- CL p 1 Plt%~
P.~ 49 I:
~9.
IKH
- CL DARK BROWNISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND GRAVEL. VERY sTIFF TO HARD
- 35. DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAI11NATIONS AND TH IN SEAl15 OF SILTY FINE SAND.
OCCASIONAL LENSES OF SILTY SAIW 381 AND GRAVELLY SAND. VERY STIFF CL GRADES ';11TH ,1CRE SILT
~4 1 371 43 1 1oOIfoj. . . .--~ DARK BROWN ISH-GRAY FINE TO COARSE SANOY CLAY WI TH SOt-IE GRA'IEL.
OCCAS tONAL LAYERS OF SAfWY CLAYEY 461 CL SILT. HARD DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAI11NATIONS ANO TH IN SEAMS OF SILTY F !NE SAND. OCCAS IONAL LEt.SES OF 5 I LTV SAND AND GRAVELLY SAND. VERY ST IFF CL GRADES wiTH SEJERAL 2 TO 4' LENSES OF S,lD 'NO SPlwEl FROM 603 TO 599 DARK GRAY ISH-BROI'I'l F IN( TO COAP.5E SANOY CLAYEY SILT ,11TH PEBBLES, 116 m II GRAVEL AtlO SOr~E COBBLES. VERY HARD LENSE OF GRAY ISH*BROWN FINE SAN;) A.T 588 1 ML 131 l! It 70 11 .........._...."
~W~I~IJ~l~~~bLETEO AT 140.0 FEET CAS ING USED TO A IJEPTH OF 8.
FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 23) REV. 0 - APRIL 1984
~~
" TTER8ERG SHEAR STRENGTH DATA LIMITS
...."., ""_. H*is ;~: "-,, * * *
- 1 e ......", ..... o ... e':::;;~;-:::. p._"......... 0.,.-:, ! ..... ,
~ BORING 16
.,,, c~ ~
1,.._, ,-.' 1.- ' .. ~.
" ~'.~~'~ ~, "t- .~, C' ~ SURFACE ELEVATION 710.9
~
~
0 8
~ ~
l:;) ~
~ ~ SYMBOLS DESCRIPTIONS l'10 2000 7 * ~""""'~~I"!I"l'~""""'"",,","""~"'~'!!"'""IC!'I'l!I'!I'!''''l'!'l'I
.,.,.,.,..,........ 'JL u ,
BROWN SILTY CLAy 130 DARK BROWNISH-GRAY SILTY CLAy WITH (8000) 48. SOME SAND AND GRAVEL. SOME MOTTL ING OF COLOR. ST IFF TO HARD (6000) 23
- 18 0 LAYER OF GRAY AND BROWN COARSE (50001 18
- SAND ANO FINE GR AVEL 698 TO 697. 5 (4500) 44' ~~~~E OF BROWN FINE TO MEDIUM 690 ~M-----lDARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTA I N I NG LAM INAT IONS 2400 13. AND THIN "EAMS OF SILTY FINE SAND.
OCCASIONAL LENSES OF SILTY FINE TO MEDIUM SAND. STIFF 2100 12. 6 80 2100 14
- GRADES WITH MORE SAND AND S Il T 2100 15
- GRADES WITH MORE GRAVEL 6 70
(' 700) 13
- GRADES wiTH LESS GRAVEL 15 0
'0 ( 2700) 15
- 20.8109 3200 (2500) 12 *
(2200) ( 3300) 17
- 6.50 (6000) DARI\. BROWNISH-GRAY SILTY CLAY WITH SOr-lE FINE TO COARSE SAND AND GRAVEL. VERY ST IFF TO HARD 4()
GRADES ',""ITH MORE GRAVEL 17.4 117 13 500) DARK GRAY SILTY CLAy WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND ( 2000) THIN SEMIS OF SILTY FINE SAND. 6.:JO OCCASIONAL LENSES OF SILTY SAND 2480 AND GRAVELLY SAND. VERY ST I FF 17.6 116 ( 2500) ( 1080) (3000 ) 6.'20 ( 4300) I GRADES WITH LESS GRAVEL AND SAND 25.2 101 54()0 I (4000) 6 10 3400 OCCASIONAL COBBLE (4500) GRADES WITH MORE SILT ANO GRAVEL (4500) GRADES WITH LESS SILT 600 (4500) DARK BROWNISH-GRAY FINE TO COARSE SANDY CLAY wiTH SOME GRAVEL. OCCASIONAL LAYERS OF SANDY CLAYEY (8000) SILT. HARD 90 DARK GRAY SILTY CLAY WITH A TRACE OF
........I---~ GRAVEL CONTAINING LAMINATIONS AND (8000)
THIN SEA~lS OF SILTY FINE SAND. OCCASIO~jAL LENSES OF SILTY SAND (8000) I AND GRAVELLY SAND. VERY ST IFF 0 I -'- DARK GRAY ISH-BROWN FINE TO COARSE SANOY CLAYEY SILT WITH PEBBLES, ( 10,0001 GRAVEL AND SOHE COBBLES. VERY HARD 5 1'0 ( 10,000) I 405
- LAYER OF GRAY SILTY FINE SAND FROM 58 I TO 579.5 80R ING COMPLETED AT 140.0 FEET ON 11 70 CAS I NG USED TO A DEPTH OF 16.5 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 24)
REV. 0 - APRIL 1984
~
i::: .....
~~~
ATTERBERG SHEAR STRENGTH r' DATA
,1 l.t.I ~ ;;,~ ... ~~~';':~~-:'~: ...
~ ..", ;0, .... , ( ~ .. t""" gz ~p ."'r -';.......... ~ BORING /7
~~ "2;- ~
~ 1.*..... 1 , .. ~.
~( 1I~'
" 8 l2 SlIRFACE ELEVATION 710.4 720 -..l
~ ~
~ ~ OESCRIPTIONS 7/0 BLACK ORGAN IC CLAYEY 51L - ')
1700 DARK BROWNISH-GRAY SILTY CLAY I SOME SAND AND GRAVEL. SOME MOTTLING OF COLOR. STIFF TO HARD 4400 p (5000) p
- LENSE OF BROWN I" INE TO COARSE SANO AND GRAVEL &97.5 TO 695 (50001 p
- 690 l""':'~;----i OARK GRAY SILTY CLAY WITH A TRACE 2400 P
- OF GRAVEL CONTA IN ING LAMINAT IONS AND TH IN SEAt*1S OF SILTY FINE SAND.
OCCAS 10NAL LENSES OF S IL Ty' I" I NE TO 1900 P
- MEDIUt-l SAND. ST IFF 2500 680 TH IN LENSE OF SAND AND GRAvEL 1800 p
- 1800 p
- 670 GRADES WITH cESS SAND 2300 P
- 2500 p
- 660 2700 P
- DARK BROvINISH-GRAY SiLTY CLAY WITH 3300 p. SOME FINE TO COARSE SAND AND 650 GRAVEL. VERY ST IFF TO HARD 2300 P
- DARK GRAY SiLTY CLAY WITH A TRACE OF GRAVEl CONTAINING LMWIATION$ AND THIN SEAMS OF SILTY FINE SAND.
2500 p
- OCCAS 10NAL LENSES OF SILTY SAND 640 AND GRAVELLY SAt.D. VERY ST IFF 2800 p
- 3400 p
- 630 2900 P
- P 0 620 OCCASiONAL LENSES OF 'INt TO 2200 I5I&'. COARSE SAND (5500) 42
- 6/0 (4S00} 41 *
(SOOel 40
- 600 DARK GRAYISH-BROWN FINE TO COARSE (8000) 98. .....- - - 1 ML SANOY CLAYEY SILT WITH PEBBLES, GRAVEL ANO SOt'IE COBBLES. VERY HARD 15CV6W OCCAS 10NAl POCKOS CF 9ROWN FINE TO MEDIL:~ SM:O 590 SM BROWN SILTY FINE TO MEOIUM SAND (DENSEI 15Ql40 2CXYSt! (tARK GRAY ISH-BROWN F INt TO COARSE SAr,DY CLAYEY SILT WITH PEBBLES,
( 10.000) /15 fI GRAVEL AND SOi~E COBBLES. VERY HARD 580 150 lJ ML1351115570 BORING COMPLETED AT 145.0 FEET 90 I! ON 11*13-70 CASING USED TO A DEPTH OF 30.0 FEET 56.0 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 25) REV. a - APRIL 1984
- ~
ATTER6ERG SHEAR STRENGTH
!:z DATA l(
LIMITS
........t._.,ff BORING 18
~i or
~~ ; ~;~::::::.
r, .** ,*.
""_'.e ............
C40 ..... * *** *4~
..... ...D.-eci ~ ......
.. is -:t L*_*' ,.......
~j~ SUI/FACE ELEVATION 713.0 1.-
'-.~
~ ~f .~I T
", ~r-0 SYMBOLS DESCI/IPTIONS 7'/0
( 1000) 6 1 I. ~~~~E~R~~~~~ ~~~Y~;AY I ~L~YEY SILT 2") (4500) 22. p ; . + " " - - - i DARK BROWNISH-GRAY SILTY CLAy WITH SOME SAND AND GRAVEL. SOME MOTTLING OF COLOR. STIFF TO HARD 1500 3900 29 '~~---IDARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS 700 221 AND THIN SEAMS OF SILTY FINE SAND.
\4500)
OCCAS 10NAL LENSES Of SILTy FINE TO MEDIUM SAND. STIFF (50001 23
- GRADES WITH MORE SILT AND TRACE OF ORGAN IC MATTER 690 2700 11
- 2700 16.
680 2750 16
- 2700 16
- 6710 3200 21
- 3200 2~
- a 3800 241 DARK BROWNISH-GRAY SILTY CLAY WITH HID 111 2600 ( 2500) 22
- SOME FINE TO COARSE SAND AND (1500) GRAVEL, VERY 5T IFF TO HARD 650 (60001 451 (4500) 44. GRADES WITH TM IN LENSES OF GRAY ISH-BROWN CLAVEY 5 IL T AND FINE SAND DARK GRAY SILTY CLAY WITH A TRACE OF
'i" 64v 1.2 118 4120 (3,00) 24
- GRAVEL CONTAINING LAMINATIONS AND (2200) THIN 5EAHS OF SILTY FINE SAND
- OCCASIONAL LENSES OF SILTY SAND AND GRAVELLY SANg. VERY ST IFF 3500 281 630 ~'- 4000 28. OCCAS IONAL COBBLES S3 118 4000
( 2400) 3500 62'0 (5000) 43
- LENSE OF MED IUM TO COARSE
- 15. ~ 16 4600 (3240)
(4500) 39' SAND AND GRAVEL AT 613 6/0 (bOOO) 681 GRADES WITH I'()RE SILT AND wITH SOME SAND AND GRAVEL (6000) 68
- 600 (4500) 42. GRADES WITH I'()RE CLAY AND LESS SAND AND GRAVEL DARK GRAY ISH-BROWN FINE TO COARSE (80001 190
- SANOY CLAYEY SILT WITH PEi3BLES.
GRAVEL AND SOME COBBLES. VERY HARD 590 GRAVEL LENSE AT 587
'0 ( 10:-0001 ~.
GRADES WITH LESS SAND AND GRAVEL ( 10.000) AND WITH OCCAS 10NAL FINE SAND AND SILT LENSES BORING COMPLETED AT 139.8 FEET 5710 ON 11*5-70 CAS ING USED TO A DEPTH OF 5.5 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 26) REV. 0 - APRIL 1984
I...
~~
A. T TE~8e:RG SHEAR STRENGTH DATA
~§ ,
.- BORING 19 LIMITS
" ~~ ~
t ..."*** .!{*.::~~~~** iP."",........ ,.. is (:4 ............... 0""'::1 Il~ **
~.~ 1-:::;< "'::: ~L ~":'.:::.
~ ~ ~ ~, :t ~~t 7:. .a;, SURFACE ELEW4TION 712.6 720 DESCRIPTIONS BLACK ORGANIC CLAYEY SILT-TOPSOIL (12",
( 2700 9
- 710 DARK 8ROWNISH-GRAY SILTY CLAY wITH SOME SAND AND GRAVEL. SOME 17 0 MOTTL ING OF COLOR. ST IFF TO HARD
( 5000~ 25 * ( 5000 a:>
- i'OO (6000) 20 *
~....---40ARK GRAY S ILlY CLAY WITH A TRACE
( 2800) 20 I Or GRAVEL CONTA IN ING LAMINAT IONS AND THIN SEAMS Or SILTY FINE SAND. 690 OCCAS 10NAL LENSES OF S IL TY FINE TO MEDIUM SAND. STlrF (2500 ) 13 * (Z800) 17. 680 (2500) 1/ * (2000) 12
- 670 (2800) 12 I (2300) 13 I 660 (3300) 15 I DARK BROWNISH-GRAY SILTY CLAY WITH (5000) 21 I SOME F IHE TO COARSE SAND AND GRAVEL. VERY STIFr TO HARD 650 (GLACIAL TilL)
(6000) WI DARK GRAY S I LTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND (2600) 16. THIN SEAMS OF SILTY FINE SAND.
"A" OCCAS 10NAL LENSES OF S IL TY SAND v,,",
31 I AND GRAVELLY SAND. VERY STIFF (2000) (3300) 21
- 630 (4500) 281 (4700) 35 I 620 (4800) 381 (3S00) 38 ' ....IlIilIliII--; GRAY FINE TO MEDIUM SAND WITH SOME SILT 610 l7'5f6i (VERY DHISE)
DARK GRAY SILTY CLAY WITH A TRACE OF (6000) SOl GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND. OCCASIONAL 600 LENSES OF SILTY SAND AND GRAVELLY SAND (SOOO) 47 I VERY ST IFF GRAY FINE TO COARSE SAND WITH SOME SILT 831 (VERY DENSE) 590 SP 12210. GRADES WI TH SOME GRAVEL DARK GRAY ISH-BROWN FINE TO COARSE (8000) SANOY CLAYEY SILT WITH PEBBLES, GRAVEL AND SOME COBBLES. VERY
,.~
( 10,000) 1/9 I!I ML HARD (8000) 8711"""'-1"'_ _-' BORING COMPLETED AT 140.0 FEET ON 11-18-70 570 CAS ING USED TO A DEPTH OF 10.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 27) REV. a - APRIL 1984
BORING 20 A TTERBERG SHEAR STRENGTH DATA SURFACE ELEVATION 717.9 LI~,rs
~~ , .. .._tl.. . . . .
i~ : f., ..... l c ............ o .. I c'u::.:~;:.~: O *** n $ ....... 1,. ......-,
_,e I"l _ _",
*t
~3 ,y ~, .!it- .~t
-;~
,;?--
SYMBOLS DESCRIPTIONS 1600 ( 5000) (SOOO) 710 (6000) DARK GRAY SILTY CLAY WITH A TRACe: ( SOOO) zz
- OF GRAVEL CONTAIN ING LAMINAT IONS AND THIN SEAMS OF SILTY FINE SAND.
700 OCCASIOIlAL LENSES OF SILTY FINE TO 1900 10
- MEDIUM SAND. STIFF' 2200 131 690 TH IN LENSE OF CLAYEY FINE SAND 3400 141 2600 15.
680 16.1 2900 1600 15. GRADES WITH OCCASIONAL THIN 670 15 II LAYER OF CLAYEY SILT 3200 15
- DCCAS rONAL COBBLES 660
~3.6 106 3100 (2500) 15 I (2300)
DARK BROWNISH-GRAY SILTY CLAY WITH {SOOOI 25. SO}1E FINE TO COARSE SAND AND GRAVEL. vERY ST I FF TO HARD 650 (2700) 11 *
~A;'K GRAY SILTY CLAY WITH A TRACE 0, 2600 ( 2500) 16
- GRAVEL CONTAINING LAMINATIONS AND 163 18 ( 1440) THIN SEAMS OF SILTY FINE SAND.
DCCAS 10NAL LENSES OF S I LTV SAND 2400 3,)1 AND GRAVElLY SAND. VERY STIFF 2800 201 630 11 1 1> ~ 118 3400 (2500) ( 1600) GRADES WI TH DCCAS tONAL COBBLES (2700) 24
- OCCAS.lONAL TH IN LENSES OF FINE 620 4760 (3000) 28
- SAND 15.9 118 (360) ~,,"---l OAR K BROWN ISH*GRAY F' NE TO COARSE SAIJOY CLAY WITH SO~lE GRAVEL.
(4500) 33 1 OCCASIONAL LAYERS OF SANOY CLAYEY S Il 1; HARD 6/0 (4500) 52 *
.......t--~ DARK GRAY SILTY CLAY WITH A TRACE OF GRAvEL CONTAINING LAMINATIONS AND TH IN SEAMS OF S I LTV F rNE SAND.
OCCAS rONAL LENSES OF S I LTY SAN() (4500) 461 AND GRAVELLY ,SAND. VERy ST I FF 600 OARK BROWNISH-GRAY FINE TO COARSE (6000) 135 1 SANDY CLAY WITH SOME GRAVEL. OCCASIONAL LAYERS OF SANOY CLAYEY SILT. HARD (8000) 76 II GRAY SILT WITH GRAY FINE TO COARSE SAND LAYERS (HARO 1 590 5011 BROWN AND GRAY FINE SAND OARK GRAY ISH-BROWN FINE TO COARSE (10.000) 165110'11 SANOY CLAYEY SILT \oJITH PEBBLES, GRAvEL AND SOME C088LES. VERY 580 HARD (10,000) Illrt ............_....l 80RING COMPLETED AT 140.0 FEET ON 11*10* 70 CAS ING USED TO A DEPTH OF 5.5 FEET 570 LA SALLE COUNTY STATION
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 28)
REV. 0 APRIL 1984
~
..... r---:-:~~~r--r~--------------------.
i:::
~~tj A.TTERBERG l SHEAR STRENGTH DATA
~ I &".:::~;.::r> u"........'
~ :~~ ":~:< ":~:'~~' ~pt-:;'~~
..-::.<r.::--,---~-i,-r---'=f-;:O-_-+--.~-. -+==:;.""':o;r-'~:==~::r-i
..... LIMITS;:;l ".'tlll'.' (:OI'l"Ct' ........ P',. ... O"UI &"** '
720 ..,.. --....,looooMio-lil- -4i -i BORING 21
$lJRFACE ELEVATION 705.5 7101----+--+-+--+-+---f---t----+----+---+---f SYM80LS OCSCRIPTIONS h 01..
~
BLAC~ORGANIC CLAYEY SILT-TOPSOIL I'--'=-- DARK BROWNISH-GRAY SILTY CLAY WITH
~ SOME SAND AND GRAVEL, SOME 7OO1---+--+-+-+--+----..o1---+-----+----+--+----I ~ CL MOTTL I NG OF COLOR. ST I FF TO HARD
( 5000) 3'1 ~
~
6901---+--+-+--+-+---+---+----+---+----+---; ...~
....f----{OARK GRAY SILTY CLAY WITH A TRACE
~~ OF GRAVEL CONTAINING LAMINATIONS
~
(2700) P * ~ m AND THIN SEAMS OF SILTY FINE SANO. aCCAS 10NAL lENSES OF S I L TY F I rtE TO MEDIUHSAND. STIFF
~.l 680 GRADE S WI TH TRACE SAND AND GR AVEL
- ( 2200)
~~
67C ~ CL (2200) I~' ~~ 660 ~
~
~~~:%
SAND AND GRAVEL GRADES OUT (3000) 16 1 OCCAS IONAl LENSES OF GRAY SAND ( 77001
~
t 650 13' LAYER OF GRAY ISH-GREEN SL I GHTL Y
~H DARK CJl'JwEJI~~:JRtJ t(~TY CLAY WITH
( 5000) 31 1 Ct. SOME F I HE TO COARSE SAND AND GRAVEL, VERY ST IFF TO HARD (500) 26 1 DARK GRAY SILTY CLAY WITH A TRACE OF 640 GRAVEL CONTAINING LAMINATIONS AND TH IN SEAMS OF SILTY FINE SAND. (3500) ZT * ~ OCCASIONAL LENSES OF SILTY SAND AND GRAVELLY SAND. VERY ST I FF I (500) 28. 630 (3500) 28 II CL g~~~~~o~~~H F~~E S~~~DL:~~E GRAVEL GRADES WITH LESS GRAVEl 620 (4000) 321 ~ (3300) 371 ~ GRADES WITH MORE LARGER GRAVEL 610 (6000+) ~ 46 I:/,~ ( 5000) 441""'~""'~""'' GRADES LESS SILTY. SAIlD AND GRAVEL GRADE OUT BORING COMPLETED AT 100,0 JEET aN 11-19-70 600 CAS I NG USED TO A DEPTH OF 8.0 FEET .- LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 29) REV. 0 - APRIL 1984
~
I::: I... BORING 22
~~tj ATTERBERG SHEAR STRENGTH DATA I.i.I LIMits
~~, SURFACE ELEVATION 716.6
~~ ;
I(.;
~ :=;~ ~=' ~e
\,.,_1
~ .. ~
720 SYj/SOLS DESCRIPTIONS
~
~ BU.CK ORGANIC CLAYEY 5ILT-lejPSOIL DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOME 7/0 §8: CL MOTTLING OF COLOR. STIFF TO HARD
{6000} 2'1 ~
~ DARK GRAY SILTY CLAY WITH A TRACE 700 OF GRAVEL CONTAINING LAMINATIONS (2500) AND THIN SEAMS OF SILTY FINE SAND.
OCCASIONAL LENSES OF SILTY FINE TO MEDIUM SAND. STIFF 690 (2200 ) 680 (2300) 67C (2500) OCCASIONAL THIN LENSE OF GRAYISH-BROWN CLAYEY SILT AND GRAYISH-BROWN FINE SAND GRADES WiTH f"ORE LAYERS OF CLAYEY (000) S IL T 660 (2500) (4300) 650 (2800) _..... (2300) t1"t'V (2200) 20. CL DARK BROWN ISH-GRAY FINE TO COARSE SANOY CLAY WITH SOME GRAVEL. oeCAS tONAL LAYERS OF SANOY CLAYEY (2300) 22. SILT. HARD DARK GRAY SILTY CLAY WITH A TRACE OF 630 GRAVEL CONTAINING LAMINATIONS AND (3000) THIN SEAMS OF SiLTY FINE SAND. CL OCCASIONAL LENSES OF SILTY SAND AND GRAVELLY SAND. VERY ST I FF (3300 ) 620 BORING COMPLETED AT 100.5 FEET (500) ON 11-19-70 CASING USED TO A DEPTH OF 10.0 FEET 6/0 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 30) REV. 0 - APRIL 1984
~
i::: "-
~~~
A TTERSERG l'~ SHEAR STRENGTH DATA t! BORING 23 z~"' ~ l.IMITS It.I ie ~~ t I( 1"' ...... 1 Co ... p ...... '~ ... ! 8,"::~:..::::" ...... "0.... 1.' O... t1 ~" ....
~ \,,-; :=C
.. ~::..
"z
~~ ~f -:t .~/
,... rr a~ SURFACE ELEVATION 714.3
*~:t
~
1'20 <:)
~~ SYMBOLS DeSCRIPTIONS
~~
(2500 ) 17 *
\...2.l:..- BLACK ORGAN IC S Il TY CLAY (TOPSO IL)
DARK BROWNISH-GR",y SILTY CLAY WITH 1'/0 (3300) 21
- CL SOME SAND ANa GRAVEl. SOME
~ MOTTLING OF COLOR. STIFF TO HARD
~
( 5000) F'
- DARK GRAY SILTY CLAY WITH A TRACE or GRAVEL CONTAINING LAI1fNATIONS
~
AND TH IN SEAMS or S IL TY FINE SAND.
?t'lO TZ"SUUf p
- OCCASIONAL lENSES OF S I LTV FINE TO
- %~ MEDIUM SAND, STlrF 690 (3000 )
(ZlrolT) F'
- F'
- I~
~
SAND AND GRAVEL GRADE OUT I~ (6000) F'
- 680 \"J"1lV) p * ~ CL THIN LENSE OF DARK GRAY f'ED I lit-< SAND WITH SOME GRAVEL (2500 ) p
- 670 0z::%
( 1700) P' ~ GRADES WITH LESS SAND AND GRAVEL
~ GRADES WI TH t-'ORE CLAY AND SOHE (2500 ) 17 * ' ~ GRAVEL
§§~
660 (3300) 15 * ~~
~~
§3%
(2300) 14 *
~
650 (2000) 12
- GRADES WITH COARSE SAND AND GRAVEL DARK BROWNISH-GRAY SILTY CLAY WITH C,H (9000.) 63. SOME r I NE TO COARSE SAND AND CL GRAVEL, VERY ST I FF TO HARD 64- .... 8500) 60
- DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND.
(3000) 23
- CL OCCAS 10NAL LENSES OF SILTY SAND AND GRAVELLY SAND, VERY ST IFF' 630 (3200) 23
- 370 DARK BROWNISH-GRAY FINE TO COARSE I
P
- SANOY CLAY wiTH SOME GRAVEL, (2000) OCCASIONAL LAYERS OF SANOY CLAYEY 620 26' SILT. HARD
- 36. CL
( 5000+) GRADES ',11TH LESS GRAVEL 610 4300) 32 * (6500) 31. GRAY MED IUM TO COARSE SANa WITH A TRACE
~~ ~
SP OF CLAY (VERY DENSE) 600 42. ~~ BORING COMPLETED AT 116.0 FEET ON 11-23-70 CAS ING USED TO A OEPTH or 8.0 FEET 59.... LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5- 19.
LOGS OF BORINGS (SHEET 31 ) REV. 0 - APRIL 1984
~
i::: I...
~~~
ATTERBERG SHEAR STRENGTH DATA
~ l.(
ltMlT5
~; ~ .': . . ~ BORING 24 ij , . . .....0
~_.,o:
t,._ lOlo,_._ °l
;8 ~! : 1',><1;' ** 1
~:~~
c;""" *****',, ... ~ .:.:~;;.:: p.f't.t ...... ur e".n ,,"'.... r-£:"" ~
-:t l'-" I ...,**
... ... ~. "~I ..:~- SURFACE ELEVATION 720 " a~ 712.0
~~
~~ SYMBOLS DESCRIPTIONS 7/0 t\-..2L 5;~~K B~~~~~~-~~~~Y sClt~~ ~~OA~~~lrLT~
I
\ LUUU} 10 *
( 1700) 10
- SOME SAND AND GRAVEL. SOME CL MOTTLING OF COLOR. STIFF TO HARD
( 5000) 261 fZ'~ 700 DARK GRAY S I LTY CLAY WITH A TRACE ( 5000) Ir.~ OF GRAVEL CONTAINI/IG LAMINATIONS
~ AND THIN SEAMS OF SILTY FINE SAND.
~
OCCAS 10NAl LENSES OF SILTY F I HE TO (JOOO) MEDIUM SAND. STIFF 17 I 690 (3000) 19
- Z
~~
( 2100) 17 I
~
I 680 CL 13 *
~
( 2000) 670 (2100) 18 I r ~ GRADES WITH GRAVEL
=:L
( 1800) 18 I ( 1700) 660 lENSE OF SANOY GRAVEL AT 658 DARK BROWN ISH-GRAY SILTY CLAY WITH CH SOME FINE TO COARSE SAND AND ( SOOO) 34 I CL GRAVEL. VERY ST IFF TO HARD 650 DARK GRAY SILTY CLAY 'IITH A TRAce OF (3300) 31 I ~ GRAVEL CONTAINING lAMINATIONS AND 36' ~~ THIN SEAHS OF SILTY FINE SAND. oeeAS IDNAl lENSES OF S Il TY SANO (800) AND GRAVEllY SAND. VERY ST IFF 640
~
32 I (J600)
£
§§ CL
~
(3400) ~. 630
~
( 2800) 26 * (3100) 29. ~ 620 ( 5000)
~
- 34. [;;;;:
CLAYEY SAND LENSE AT 618 DARK BROWN ISH-GRAY FINE TO COARSE
~ CL SANOY CLAY WITH SOME GRAVEL.
DC CAS 10NAL LAYERS OF SANDY CLAYrY (6000) 501
~ SILT. HARD 6/0 ~ DARK GRAY SilTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND (6000) 541~
~*r TH IN SEAf~S OF SILTY FINE SAND.
CL OCCAS 10NAL lENSES OF S IL TY SAND AND GRAVELLY SAND. VERY ST IFF (6500) 600 ; DARK GRAYISH-BROW"l f'INE TO COARSE ( 5000) 52 I ~~ SANDY CLAYEY SI LT WITH PEBBLES,
~5' n~
GRAVEL AND SOME COBBLES. VERY HARD (9000+) BORING COMPLETED AT 120.0 f'£ET ON 11-20-70 590 CAS ING USED TO A OEPTH OF 7.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 32) REV. 0 - APRIL 1984
~~
ATTERBERG SHEAR STRENGTH DATA r" I. I MlT5
~ ~z .. ~~ ~ '""***** c". ...., ....*.... ~o.:.:~:~:. O".ct a.......
~ ... It(>_.t **
<-. :=lf~ ~o 2v C:-dtOi ~, -¥- ~~t
~
~
.,~
.~
20 " " " t? BORING 25
~
a~ SURFACE ELEVlfTION 7 0 6.0 7/0 ~~ q: ~ SYMBOLS DCSCRIPrtONS II
- 1!!!~r-~""'~B:'r"L~AC~K~OR::-:G::"lA":'1N'T.I"""":!:'S'T.,l:"'1T~Y-C;!";L:"'1A~-mno'l"':~~'
"5. 95 (2000) 560 840 500 1000 TOPSOIL (12")
1010 1500 _ OTTLED REDDISH-BROWN GRAY S IL TY CLAY 700 iao 111 770 1000 II 1 101 I TH DCCAS 10NAL ROOTS
'NTERBEDDED RUSTY BROWN AND GRAY CLAYEY (45(0 ) 1120 1500 25
- SILT AND BROWN SILTY CLAY SAND WITH
( 2200) 1600 2000 SOME GRAVEL ARK BROWNISH-GRAY SILTY CLAY WITH 30.216 14. a 16. ~ II 3900 (2400) 201 SOME SAND AND GRAVEL, SOME 690 (3200) MOTTl! NG OF' COLOR, ST IF'F TO HARD (2600) ARK GRAY SILTY CLAY WITH A TRACE OF' GRAVEL CONTAINING LAf'INATIONS AND THIN SEAMS OF SILTY FINE SAND. 141 6 80 ( 2400) I OeeAS 10NAL LENSE S OF S I lTV FINE TO MEDIUM SAND. STIFF 17.2 113 3750 (2600) I 17 * (2400 ) (2400) II
- 67C (2400) 141 GRADES WITH SOME SAND AND GRAVEL (2600) 18.
660 GRADES WITH LESS SAND AND GRAVEL 41,4 2U c 2Q9 20. 04 2100 (2400) 171 (2700) 201 DARK BROWN ISH-GRAY S IL TV CLAY WITH SOME F I HE TO COARSE SAND AND 650 I -I-- GRAVEL. VERY ST IFF TO HARD 16.! 118 (2700) 171 DARK GRAY S I L TY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND
- 13. THIN SEAMS OF SILTY FINE SAND.
--"'"."" (2200)
OCCAS 10NAL LENSES OF S I LTV SANO AND GRAVELLY SAND. VERY ST IFF (2200) 16. IS n7 2500 (2600) 181 630 ( 2100) (2800) 181
'S 119 (3000) 231 GRADE S WI TH MORE S IL T 620 (J800) 241
~~--; DARK BROWNISH-GRAY I" INE TO COARSE SANOY CLAY WITH SOME GRAVEL.
140001 OCCAS 10NAl LAYERS OF SANOy CLAYEY 610 SILT. HARD 14.5 12C (3400) 23' OCCAS 10NAL $/LTY CLAY: $[AM OR POCKET GRADES WITH M)RE CLAY LESS F ,NE 18.8 111 6200 (5000) 371 TO COARSE SAND 600 (6200) ( 5000) 46.""'........_ ... BORING COMPLETED AT 110.0 FEET ON 12-4-70 CAS I NG USED TO A DEPTH OF 10.0 FEET 59"" LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 33)
REV. 0 - APRIL 1984
,~ ATTe:Ree:RG SHEAR STRENGTH DATA lIMI'fS
~~ . ~~~
4-f **** ,.l Co ..... ' **** ~ ... C:~::;;::. ""-....'*.,'¥I.l** C".Cl ....... ~ O~ ~
",,"-,.'0 .... _ _
ge c~ t..._, l'_*' f ........
... T ~,
.9,<-
, .~, 7:t h, .~
*~
720 BORING 26
~
a~ SURFACE ELEVATION 705. I 10 ~~
~ ~ SYMBOLS DESCRIPTIONS (2500) 8
- ll!!!!'!'l~~~B~L~A";!'C~K~O";!'R~GA~N~I~C~S!"!'I~l~TY~C~lA:"'.'Y:""'!"'!W'r!T~~OC~C!"!A":!'S""'IO!!'l'N'AL ROOTS- TOPSOIL (12?
700 ( 5500' 20. DA,RK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOHE I10TTLING OF COLOR. STIFF TO HARD 36.4 171 19* 2 19.Q 104 (6000) 25
- 16.0 116 8000 ""~---10ARK GRAY SILTY CLAY WITH A TRACE (7000) OF GRAVEL CONTAINING LAMINATIONS
( 2800) 12. 690 AND THIN SEAMS OF SILTY FINE SAND, OCCASIONAL LENSES OF SILTY FINE TO ( 2100) 9
- MEDIUM SAND. ST IFF
- 19. 110 153 I 1500 6 80 34. 4 16.9 17 1+ ,I 7. 4 117 2750 _(2100) II' (2250 ) OCCAS 10NAl LARGE GRAVEL 1114 114 352 169 183 (2000) III 18.6 109 2400 ( ??nn\ 10.
6 70 (2100 ) 24.) 101 1645 3000 (2300) 9.
' ??,.,,.,, 101 GRADES WITH LESS SAND AND GRAVEL '60 (2500) 9.
DARK BROWNISH-GRAY SILTY CLAY WITH 12.7 123 1 3500 __ ( 5000) 22
- SOME FINE TO COARSE SAND AND
'50 GRAVEL. VERY ST 1FF TO HARD 26.8 14.5 12 J (2500) 12 I DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND
( 2~00\ THIN SEAMS OF SILTY FINE SAND. 16. 6 Ar1"" OCCAS 10 NAL LENSES OF S I LTV SAND AND GRAVELLY SAND. VERY STIFF 177 114 1827 5000 ( 1700) 14 * (2200) 16 *
'30 OCCASIONAL LAYER CLAHY SILT WITH 16,4 116 (2100) III SOME VERY FINE SAND (500) 12.
20 17.1 111 5300 (4200) 24 * (4200J
""'~_ _-1DARK BROWN ISH-GRAY FINE TO COARSE
( 5000) 52 * . SANOY CLAY WITH SOME GRAVEL. 6 10 (000) OCCAS IONAL LAYERS OF SANOY CLAYEY SILT. HARD ( 5500) 40* -.. _ 90R ING COMPLETED AT 100.0 FEET 14.\ 121 1IioOiol ON 12-4-70
- CASING USED TO A DEPTH OF 10.0 FEET 600 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 34)
REV. 0 - APRIL 1984
~
C)
~ h..
~~~
... TTER6ERG r- SHEAR STRENGTH DATA L iUtTS ,Z il...
i~ : l"j "is:!" y- **** ,... c "" ... ,,~ ....,.,, ~"..::~;:::::. p-...... ' ........ ur O.*.CISl'o.....
- ll1 ~S JI1 ... t'C If'\"_toeA 1--_1
, , ~ '!:. -:t 'al "~I
.,.. .:~
Q'" 720 ~ BORING 27
~ SURFACE ELEVATION 705.7 a~ ..,j 710 ~~
~~ SYMBOLS DESCRIPTIONS 1£,.1 107 (4200) B60 1000 2.2
- rr -at- BLACK ORGANIC SILTY CLAY WITH ROOTS*
(1 TOPSOIL (12") TAN SANDY SILT 700 1200 - llOO(1 - 2000 4000
~~ CL 1/ SEEPAGE FROM 2.5 TO 3.5 FEET l~TTLED LIGHT BROWN WITH oARK BROWN I
15.2 i 18 5800 (6000) 21
- SILTY CLAY WITH SOME SAND AND OCC-( 5500) AS 10NAl SAND SILT (3500)
CL ARK BROWN ISH-GRAY S I LTV CLAY WITH 17
- SOME SAND ANO GRAVEL. SOME 690 MOTTLING OF COLOR. STfFF TO HARD "
~
( 2400) 15. DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND. 680 (2500) 12 *
~~ OCCASIONAL LENSES OF SILTY FINE TO MEDIUM SAND. ST IFF I
19.2 110 1160 2000 ( 2500) 26. LAYER OF GRAYISH-BROWN Silty FIIiE MEDIUM SAND 675.7 TO 673.2 FEtT SL IGMT SEEPAGE (2500) 13. GRAOING GRAYISH-BROWN CLAYEY SILT 670 WITH SOME SAND AND SMALL GRAVEL 2UI 107 3400 (2300) CL 673.5 TO 671.7 13. (2500 ) (2000) 9. 660 OCCAS 10NAL POCKET GRAY ISH*BROWN S Il T WI TM SOME CLAY AND SAND
~75 96 1966 3500 (2500) 14
- 27'l 183. 9.5 (2500) 13 ~ OCCAS 10NAL SEAM BROWN SAND 650 DARK BROWNISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND
( 5500) 33 I CH'CL GRAVEL. VERY ST f FF TO HARD DARK GRAY SilTY CLAY WITH A TRACE OF I VI GRAVEL CONTAINING LAMINATIONS AND
-~ .... 14.9 119 ( 3800) ... c .... THIN SEAMS OF SILTY FINE SAND
- OCCAS 10NAl LENSES OF SILTY SAND 14.2 121 )1,00 (2600) 21 I AND GRAVELLY SAND. VERY ST IFF
( 2600) GRADES WITH LESS SAND AND GRAVEL 168 116 2241 5000 (2500 ) 181 630 CL 17
- I (2600) 17.0 117 (2800 ) 15. GRADES WI TH I'ORE SAND AND GRAVEL 620 (3000) 19
- DARK BROWN ISH-GRAY FINE TO COARSE 37.5 21.4 16. 1'7.t 100 3240 (4500) 23 * ~ SANDY CLAY WITH SOME GRAVEL.
6/0 dODO) OCCAS 10NAL LAYERS OF SA/lOY CLAYEY 14.1 123 (5500) 41 * ~ CL SILT. HARD BORING COMPLETED AT 100.0 'EET ON 12-3-70 CAS ING USED TO A DEPTH OF 10.0 600 I FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 35) REV. 0 - APRIL 1984
~ ~ "- ~~~
ATTERBERG SHEAR STRENGTH r- DATA
~ l(
LIMITS
~~ ~ ~~
.: , ....... ' c~""",*" **. eo" CU:~:;'~:':'~: .. ~"""1'."1.' D,'.cI s ..... ,
.. l..,.. 00 ~
~ ~ " ... *1
~_"c ~
]0
~~:,2L ~~, -:t o~,
-.;..... ;:t::"
720
~
~ BORING 28
~ SURFACE ELEVATION 700.7 710 a~
~ ~
t:) :Ii
~~ SYMBOLS OESCRIPTIONS z,.0 91 'iiii 400 500 p * .P lit, Ol BLACK ORGAN IC S I L TY CLAY (TOPSO I L) ?'OO I~
DARK BROWN ISH-GRAY S ILTV CLAY WITH 3300 14$8 i888 16
- SOME SANO AND GRAVEL. SOME CL MOTTLING OF COLOR. STIFF TO HARD 14.9 117 3700 22
- 690 DARK GRAY SilTY ClAY WITH A TRACE 2600 16
- OF GRAVel CONTAINING lAMINATiONS
~
ANO THIN SEAMS OF SILTY FINE SAND. OCCAS 10NAl lENSES OF 5 Il TY FINE TO 17.2 11 S 2200 16. MEDIU'" SAND. STIFF 680 CL 2000 17 * ~. 670 1&4 110 2400 18
- I BOR ING COMPLETED AT 30.0 ""EO ON 12*7*70 NO CAS ING USED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 36 )
REV. a - APRIL 1984
~~
ATTERBERG SHEAR STRENGTH DATA
~
LIM!'" S
~~~ t * ' ** _/l' C " ... ~ **** '<> .. C ..... It ... _t~
O,'.et'1"'***
~~ ~
JI . . . . "" ...... ' . '
~Z
..,....,,( PI. .
~ ,
L*"",' 00 Iv
"=~ ~, + .~,
u-.-::~
.. ' ..:t-- BORING 29 20 SURFACE ELEVATION 708.1 710 DESCRIPTIONS
- 43. 3 21.1 22. 2 BLACK ORGANIC S IL TY CLAY WI THoANO 2200 101 (TOPSOIL) 09 97 1500 n~O 1000
~OOO 91 MOTTLED REDDISH-BROWN AND GRAY SIL TY 1360 000 CLAY WITH SOME SAND AND GRAVEL 7n? U6 129 (4500) 1500 4000 261 GRADES WITH GRAVEL DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOME MOTTLING OF COLOR.. STIFF TO HARD (4500) 18.
690 ,"~t---iDARK GRAY SILTY CLAY WITH A TRACE 2600 151 OF GRAVEL CONTAIN ING LAMINAT IONS AND THIN SEAMS OF SILTY FINE SAND.
- 2. c 10~ oeCAS 10NAl LENSE.S OF S IL TY FINE TO 2900 181 MEDIUM SAND. STIFF GRADES WITH LESS SAND 680 3000 171 GRADES wi TH SOME SAND liNG oeCAS 10NAL GRAV EL 14.1 121 3100 191 670 3200 201 oeCAS tONAL PQCKET OF ':-MID WI iH 1'3. ~ lIt 3500 201 SOME GRAVEL 660 2800 221 DARK BROWNISH-GRAY SILTY CLAY WITH
\24,( lOt 3700 SOME FINE TO COARSE SAND ANO GRAVEL. VERY STIFF TO HARD 650 4000 341 LAYER Of GRAY GRAVELLY S IL TY SANO 650-648 GRAVE" SEAM 647 - 646.5 8.7 122 8300 (5000) .531 DARK GRAY SILTY CLAY WITH A TRACE OF (7600) GRAVEL CONTAINING LAMINATIONS AND rA" 2500 271 TH IN SEAMS OF SILTY fiNE SAND.
OCCAS IONAl LENSES OF S IL TY SAND AND GRAV ELL Y SAND. VERY ST IFF 150S 12C 3200 I 291 630 2700 261 OCCAS IONAL TH IN SEMiS OF GRAY 3000 231 CLAYEY SAND AND GRAVEL 620 It>. ,lit 2500 29. 32.7 17.1 1 ",6 3700 401 OCCAS 10NAL SAND POCKET 610 350 BOR ING CO,'1PlETED ATI05.5 FEET 153 118 (~~gg) (55001 391 ON 12- 7 -70 CAS tNG USED TO A DEPTH 01' 7. I) 600 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 37)
REV. 0 - APRIL 1984
ATTER8ERG SHEAR STRENGTH DATA LIMliS
~~ ,
i~ ; T, ***** c; .. ", ...... '0" .;I,);"::~::.~:.. ......."4.......' 0".", is C~_ l,-.t
"'_<<4:
l..._. .._ *. ,
,..... ~:~;L ~, + ,.~.
1-:-
>- rn .~
" " BORING 30 SURFACE ELEVATIQN 706.4 7/0 DESCRIPTIONS 72.1 96 1800 6JO S8 r~88 71 BLACK ORGAN IC JL TY CLAY (TOPSO Il) 51 MOTTLED YELLOWISH-BROWN AND BRO'IiN 5 IL TY CLAY WITH SOME ORGANIC MATERIAL 700 SLIGHT SEEPAGE FRO/-" SAND SEAM BI Ill' 7800 (5500 ) PI DARK BROWNISH-GRAY SilTY CLAY WITH SOME SAND AND GRAVEL. SOHE I MOTTLING OF COLOR, STIFF TO HARD
&4 113 1962 1000 2700 PI DARK GRAY SILTY CLAY WITH A TRACE 690 OF GRAVEL CONTAINING LAMINATIONS 2]00 PI AND THIN SEAMS OF SILTY FINE SAND, OCCASIONAL lENSES OF SILTY FINE TO MEDIUM SAND. ST IFF 222 13.8 8.4 J}1 11 3000 2300 PI (2600) 680 2800 PO oeCAS IONAl MEO fUM TO COARSE SAND SEAM 3000 PI 670 lB. a 110 2079 3000 2600 PI SAND AND GRAVEL GRAD ING OUT
~.3 lOt 2500 PI 660 GRADES I'll TH SOI~E SAND AND 3300 PI OCCAS IONAl GRAVEL SAND AND GRAVEL GRAD I NG OUT 0.1 11' 2125 (6000) PI OCCAS 10NAl SAND AND GRAVEL SEAM 650 DARK BROWNISH-GRAY SILTY CLAY WITH 2400 PI SOME FINE TO COARSE SAND AND 16 ~ 117 GRAVEL. VERY ST I FF TO HARD 2272 4500 3100 PI
- 25. 9 1'1., 11. 7 Ii .7 118 2800 2300 PI D"'!~ Gr,:,y :;ILTv C~Ui ',,:1-i ,::. Tf:ACi: (;f (2200 ) ?4oo GRAVEL CO~H"INJrJG lM1"';ATIO~jS ~1l0 640 PI THII. SE,,:1S OF SILT,' FI~IE SMIC.
IS. 119 PI 3300 OCCASI9:'t.'. LENSE:; },. SILTY SAIID AND GRA;:l~Y SA:,:. \tRY STIFF PI PI LENSE OF GRAY CLAYEY SAND WITH 16.< 117 5200 SOME GRAVEL 663 TO 661 630 PI (.1&OU) 2800 PI 158 118 2700 PI GRADES I'll TH QCCAS IONAl GRAVEL 2800 PI SEvERAL SEAMS OF GRAY l'EClIUM TO 1£,0 118 3422 6000 PI COARSE SAND WITH SOME GRAVEL 620 3500 3500 PI
~Cl4 110 7400 (6000) PI (7200 )
DARK BROWNISH-GRAY FINE TO COARSE 4ono PI SANDY CLAY loll TH SOME GRAVEL. 6/0 OCCAS IONAl lAYERS OF SMDY CLAYEY SILT. HARD 27 . ~ 13. ~ 14. 3 11.3 125 B800 (5500) PI ( 7600) GRADES WITH OCCASIONAL SAND 600 If-onti PI lENSE OF BROWN ISH-GRAY GtlcAvElLY SAND WI TH TRACE OF SILTY CLAY
'3- 08 (6000) PI SEAM OF GRAY SILTY SANO WITH GRAVEL OAF:l< cr=,,,'\y :1:.. ;') (-_:,-' ~ . ;! f* :\,-t:i .:r "nn 19 I 590 GRAVEL CONTAINING LAl11NATIONS ArlO THIN SE~MS OF SILTY FINE SA~ID.
OCCAS lO'~l LENSES OF SI LTY SAND 17.8 3 7 (8000) AND GRAE'.* Y SAUD. VERY STIFF DARK GRAYISH-BRO.. " FINE TO COARSE ( 10000+) 580 SANOY CLAYEY SILT \0/ ITH PEBBLES, GRAVEL M.D SOME coaBlES. VERY HARD ( 10000 ... ) 114" CCCAS IONAl COBBLE 570 ( 10000... ) 129" ML GRADES LESS GRAVEL
- 14. C; hl.2 3.7 ( 10000... ) 195" GRADES TO REDO ISH-BROWN
( 10000""> laoS 560 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 38)
REV. 0 - APRIL 1984
~ ~ BORING 30 CONTINUED ~ h ~~Ii') ~~~
ATTER8ERG SHEAR STRENGTH DATA
~l I,,) "" ~ .....
l_IMI"t$
........ ...J
~r c~~:~;:"~<J4" 'O"".'u
._................ ~ ~
C\l-tI" * * * '~" 0".(, ;.-.** ,
~~ ~
):> . . . . . .
.....,e lj ~ ~_,.oo:11
~ ....... ,
\ , , '" jJ~' "'- ~~, :::- ~~. ,.,
1"" P:t-~ Iij ~ SYMBOLS DESCRIPTIONS 560 ii (8500) 63 II
't " ML OOOO} GRADES TO 8ROW~;
550 3OC! I:i, 183!t ii' LAYER OF BRWO~, SILTy F HIE TO I~ED IUM SAND 54'; TO 543 540 I 708 n L ,CHT GRAY, i"ASSIVE. SILTSTONE. ;' TH OCCAS lONAl CLAY STR HiGERS, F INE GRAINED, MICACEOUS, SO~T
- H I
530 660/1 GRADES HARDER II I:::, GRADES To: SOFTER 63%
\ i.!:f.,
520 BOP. INC CO~WLETED AT 1 "8. rEEr ON 11 7C CAS INC USED TO A DEPTH 1
- I)
FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 39 ) REV. 0 - APRIL 1984
,~
A TTERBEI'lG SHEAR STRENGTH DATA
~
UMI"t$
,~~ ~ ~~ :: ... " **<., c .......'.".'" .... <!'..".::~~:.::. ~ ...... t'4 .... ' . '
ie O"'C:I!li" ** r
""...... e .._ _
o~ *
~ ,......
, ... ... ~~ ';;, :t ~~I ::1 ..Z-72*V BORING 3/
SURFACE ELEVATION 706 7 10 SYJ,lBOLS <<SCRIPTIONS K R AN (lOPSO IL) 250 P * .............L.r---~~~&~L ~~~~NwH~T§ll:fAIs~H~Gt1ACE SAND 6.797 He 16. 16. 2 3500 (SOOO) P. P
- DARK BROWNISH.GR ...Y SILTY CLAY WITH SOME SAND AND GRAVEL. SOME MOTTLING OF COLOR. STIFF TO HARD 3000 p
- 6.'90 DARK GRAY SILTY CLAY WITH A TRACE 2000 P
- OF GRAVEL CONTA It! ING lAl1P.JAT IONS AND THIN SEAMS OF SILTY FI~IE SAND.
OCCASIO~JAL LENSES OF SILTY FINE TO 2000 PI MEDIUM SAND. STIFF 6 80 2300
- p. SAND AND GRAVEL GRAD INO OUT 6 70 2UC 111 2349 2500 3000 P.
2500 PI 2500 P II GRADES WITH SOME SAND AND I~~; ,ig2 4100 2500 PI OCCAS 10NAL GRAVEL
~,. ...... PI 0 LAYER OF BROWN ISH-GRAY MED IUM TO 3000 P
- COARSE S IL TY SAND AND CLAYEY SAND wITH SOME GRAVEL 1500 PI OCCAS 10NAL SEAM SANOY CLAYEY
'50 lU'lH f
6676 4000 (SPOO) (6000) P. P (J P
- GRAVEl DARK BROWNISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND GRAVEL. VERY ST J FF TO HARD PO DARK GRAY S IL TV CLAY WITH A TRACE OF
'AI"! 29- 2 1':.4 13 .8 n ...
1&.2 111 1700 2600 2300 P. P
- GRAVEL CONTAINING LAMINATIONS AND iH IN SEAr1S OF SILTY F" INE SAND.
OCCASIONAL LENSES OF SILTY SAND 2800 P
- AND GRAVELLY SAND. VERY STIFF 2300 PI 24.5 15. ' 9 o 1S 119 4200 2700 p *
(3700) 2500 PI
'30 6.9 115 1480 5500 2800 2500 3100 P.
pi OCCASIONAL THIN SEAM OF GRAY SilTY P
- SAND AND GRAY SAND 16.9 116 3300 P
- 20 GRAD I NG MORE SI LT 4200 PI 4000 P
- I 6 10 .......1--....-1 DARK BROWN ISH-GRAY F" INE TO COARSE 13.7 123 SANDY CL~Y ,II TH SOI<< GRAVEL.
l~gggr (45001 I p
- OCCAS 10NAL LAyERS OF SANDv CLAVEY SILT. HARD (5000~
600 3200 10 II GRADES "11TH LAYERS OF S IL T AND
...."""'I-"XI"::-i GRAY f'~~A\~I~~A~~~ES~~~Dwt~~ ~~~~E~ILT 14 II 8RO~~~OH-GRAY CLAYEY FINE Te "'EDIUM I
DARK GRAYISH-BROWN FINE TO COARSE 5.'90 SA/lOY CLAYEY SILT WITH PEBBLES, P II GRAVEL AND SOME COBBLES. VERY HARD (5000+) 29/6't.""OJ!fI'iIIlI---lSROWIJ SAND \>/ITH GRAVEL AND wiTH SOME S IL T AND CLAY 0 ( 10000+) 1/2 ~ .... li"",iliI!'!p.....- - - I DARK GRAY ISH-BROWN FINE TO COARSE ( 10000+1 11~ ili l i SANOY CLAYEY SILT WITH PEBBLES.
! 1 " C , R t < V E L AHO SO!AE COl2,BLES. VERY 5 70 (10000+) 1000IO'~
'11/11/ HARD 1111/1 ML
( 10000+) 112 ~ 560 I if/III LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 40)
REV. a - APRIL 1984
~ BORING 31 CONTINUED 1:::: I....r-':==':':::~'::I:-.,.-.,...----------------- ......
~~~ ATT£RBERG SHEAR STRENGTH DATA
~ l( .,_. L'~M~::S~::: H- ~!;""~-:::~_'.~_:;_' '_"a:_~:'_"'----t"_C_~"--::~_"~-_"'.:_'-+-_ _.~_,-+=,,";:r.;._=-~""'~~"":::-r-t
.,':ofI__
SYMBOLS DESCRIPTIONS 560...-I--.,......;.-l-ofI-....~~---+.....---.,..(~8~50!-0 ...+~)..............,-.,;,;...... 1/\ (8500) 44/9"[') GRADES MORE FINE TO MEDIUM SAND 5501---+--+-t--f--f---+---1----t----t----t--..... /[1 1 OCCAS !ONAl SEAM 0 F GRAY ISH-BROWN 1 SILT 15OI6~ tioIIli~-M-L--IGRHENISH-GRAYSANDY CLAYEY S Il T 540 .~ ,",: LIGHT GRAY MICACEOUS S IlTSTON£, SOFT AND FINE GRAINED
' GRAD INC /"i)RE DENSE wi TH OCCASIONAL 99% CLAY SEAMS UP TO 2 INCHES TH ICK GRADES lESS MICACEOUS 530 GRADES TO MASSIVE wiTH NUMEROUS CLAY SEAMS 96-t. GRADES TO HIGHLY MICACEOUS ,..11TH OCCASIONAL CLAY STRINGERS
~ GRADES TO SOFTER AND lESS ,,",ICACEOU 520 100"/" GRADES MORE DENSE BORING COMPLETED AT 191,0 FEET ON 11-30-70 CAS ING USED TO A DEPTH OF 10.0 510 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 41) ~
REV. a - APRIL 1984
A'T£R8ERG SHEAR STRENGTH DATA
,~ ...
l JMITS
. . . .he Pl... _"
H- ~~ ~ 60 r * * * ,., c........... >o.. : cl,J":::~:~;<Id.. 11>. . . . ,,<:0_.. ,.' 0".<:01
.~;.~
~ ......
... \ ... 'v ":~~ ~I 00
",' .~ . 7:~~~
720 BORING 32 SURFACE ELEW4TION 706.4 710 SYJlBOLS OESCRIPTIONS BlA~K u AN I ::. l Y Cl ( W ' 4.1 101 3000 PI _ _J-~-lMOTt[~bS~kb~NISH-GRAYSILTY
~~0 CLAY
~OO S 10' 2600 80 1 PI TRACE OF SAND REDDISH-BROWN SA/JOY SILT
- 21. 1 14.2 6.9 1800 ;~88 1700
~888 3000 Pal DARK BROWN ISH-GRAY S ILTY CLAY WITH SOME SAND AND GRAVEL. SOME MOTTLING Of COLOR. ST IFF TO HARD 1700 PI DARK GRAY S IL TV CLAY WITH A TRACE 690 OF GRAVEL CONTAIN ING lAMINAT 10HS ANO THIN SEAMS OF SILTY FINE SAND.
- 1. lOt 1937 1500 1700 PI OCCAS 10NAl LENSES OF SILTY FINE TO MEDIUM SAND. STIFF 680 1.6 10' (i~881 2700 b4. 1 S. 9 18.4 2000 PH
~. 7 107 I ~~gg, 2500 PI 6Tti? GRADES WI TH LESS CLAY 2000 PI 24- t02 2500 PI
'0 GRADES WI TH Ii)RE CLAY AND 2000 PI OCCAS 10NAl GRAVEL GRADES WITH LESS SAND AND GRAVEL GRADES WI TH SOME SAND AND
~. 121 3706 4000 (6000) PI OCCAS 10NAl GRAV8..
DARK BROWN ISH-GRAY S IL TY CLAY WITH SOME FINE TO COARSE SAND AND GRAVEL. VERY ST I FF To HARD 2500 PI DARI< GRAY SILTY CLAY WITH A TRACE OF 7.5 16. 10.8 2700 PI GRAVEL CONTAINING LAMINATIONS AND THIN SEAHS OF SilTY FINE SAND. 640 OCCAS 10NAl LENSES OF S I LTV SAND 2800 PI AND GRAVELLY SAND. VERY STIFF
- 16. 117 5400 3300 PI (4300) 630 3000 PI 17.0 115 2500 PI 621'0 19.~ 112 4127 6000 (6000) PI 1150 LAYER OF BROWN FINE TO MED IUM SAND AND BROWN SilTY FINE SAND AT 611 610 27 .< I3.E 3.4 (4500) ~I GRADES wITH CLAY 4200 \ 42 I 60'0 OCCASIONAL SEAM CLAYEY SILT 123.( ~OS (6000) 37 I DARI< GRAY I SH-6ROWN FINE TO COARSE 18.3 21 12800 (5000) 26 I SANOY CLAYEY SILT WITH PEBBLES.
590 GRAVEL AND SOME COBBLES. VERY HARD 1m ~ 14 11600 (4600) 251 (10000.) 12orT'I BROWNISH-GRAY SILTY SAND WITH GRAVEL AND SILT WITH SOME SAND AND GRAVEL 58'0 OCCAS 10NAl SAND LAYER [~ III
- 18. 11.3 7.0 ( 10000.) 14M"1I DARI< GRAY ISH-BRO~IN FINE TO COARSE SA/JOy CLAYEY SilT WITH PEBBLES, GRAVEL AND SOI*1E COBBLES. VERY (10000.) 001811 HARD 570 i III ML GRAVEL GRADES OUT
( 10000.) 11817"11 11('\
'Ii II GRADES WI TH OCCAS 10NAl GRAVEL (10000.) 122. II \,1/
Ii III 1 1 560 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 42) REV. 0 - APRIL 1984
BORIN632 CONTINUED
- 560 22. I'. 10.' ( 7000.. )
(9000) 5501--+--+----l----lf--lf---+---t----+----t---t---I ( 100CO.. ) ( 10000.) IOZl! ML SAND OESC/f/pr/ONS OCCAS 10NAl LAYER Of 8ROWN SILTY GREENISH-8I1OWII SANOY 51LT WITH SOME CLAY GRADES TO SILT WITH TRACE Of SAIIO AND WI TH PIECES Of SILTSTONE 5401--+--+----lf--lf--lf---+---t-----;----t---t---I LIGHT GRAY. FINE GRAINED SHALE. MASSiVE WITH OCCASIONAL CLAY STRINGERS. SLIGHTLY MICACEOUS AND SOFT GRADES WI 1M "EW OR NO CLAY STR INGERS 5301-+--+--+-+-+--i--+---r---4---t--I LIGHT GRAY.FINE-GRAINED SILTSTONE (FRACTURE NEAR HOR I ZONTAl) 5201---+---+---I--I~---+---+----+----t---+---I 4101-+--+--+-+-+---l'----f---f-----f----i--t 80IUNG COMPLETED AT 199.0 "EET ON 11-24-70 500 _ _ __ _--iooo- _... CASING USED TO A OEPTH OF lD.O rEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 43) REV. 0 APRIL 1984
- ~~
AT TE:R8E:RG SHEAR STRENGTH DATA s
~~ , ...... ,...,.....
!H~
LIMIT
~ "" ** '.' c,..... O' * * * * ,. .. ;;;: 01>."<2''.\ O".~l ~"' ... '
7 20 I,. <;t",,1
, * ..".f
~I'~
- 1. ' .... 1
~
~ **I_
~.-..o
~
~'
,3
""}~~
iF:
.:, .~ iJ~i .., ~!;-~
BORING 33 SURFACE ELEVATION 705.6 710 OESCRIPTIONS
~. 114 4100 1350 2000 121 DARKT~R5\o11,~ H-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. S0~'\E 100 159 114 (5000) 1500 3000 20. MOTTL ING OF COLOR. 31 IFF TO HARD
~.2 120 3400 1750 4000 14
- GRADES WITH /1)RE GRAY OCCAS 10NAL SEAMS ANO POCKETS OF S ILTY SAND 3000 14 I LENSE OF FINE TO COARSE SAND WITH 690 SILT AT 6'13 DARK GRAY SILTY CLAY .IITH A TRACE 19.E 112 2800 23. OF 1~P.A\iEL CQUAIN INC LAt~INAT /0'15 loNG Tf'IN SEA~\S OF SILTY FINE SA"ID.
OCCAS IO~IAL LENSES OF S' L TY F I ::E TO 1900 14 I MEDIUM SAND. STIFF 680 2400 15 I
~O 1'10 2800 141 670 2400 15.
GRADES TO SILTY CLAY 6.C 97 2400 131 660 2000 151 DARK 2:<G\,~HSH-GiZAY SILTY CLAY wiTH SCf~ '" IMi. TO CO,\RSE SAND liND 25, 15.8 9.9 1.0 122
~~9~ 2400 19 I GRAVEL. VERY ST IFF TO HARD 650 2600 17 I DARK G"A\ SILTY ,='.."Y \iI Tj-; A TRACE 0F GRAVEL CONT["~:I"G lA:1U1ATtONS 1\.'1D THIN SEMIS Or SILTY FINE SAND.
_...... 7.5 116 3100 2600 20 I OCCASIONAL '_£:15ES OF S I L iy SMID (2400)
.... .... AND GRAVELLY Sil,'W. VERY ST IFF 2400 161 GRADES WITH SOME SAND AND OCCAS tONAL GRAVEL 7.6 11 ~
f ?~gg\ 3400 321 630
- 28. 9 16. 7 12.2 3100 23 I OCCAS IONAl LENSE OF SAND 3800 201 620 OCCASIONAL SAND SEAM t2.2 106 4000 LENSE OF liGHT BROWN FINE TO MEDIUM SAND U 617 DARK BROWN ISH-GRAY F !NE TO COARSE 3500 341 SANOY CLAY WITH SOME GRAVEL.
610 116 ( 5000) 70._.. . . ._.. OCCAS 10NAl lAYERS OF SANOY CLAYEy SILT. HARD 600 I'" BOR ING COMPLETED AT 100.0 FEET ON 12 70 CASING USED TO A DEPTH OF 10.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 44) REV. a APRIL 1984
_._.. _~
~~I A TTERSE:RG ! I SHEAR STRENGTH
,i
~. DATA
'~ ,..... LIMIT:;
- ='~..::' g~'
~h t ,* **** 1 c~"""' ** 'hO" <:0 ....... _.(>" 0".,,1 ........
'4 '4 ...
JU
" ~ ~. + l.. ,:. -7"~L=
..~ , ~ BORING 34 7 20 I I SlIHFACE ELE ....TION 70e.3 7/0 I I SYM80LS OESCRIPrlONS 67.0 24.8 "2.2 1700 al ROOTS (TOPSO Il) l
- DARK BROWNISH-GRAY SilTY CLAY WITH 2800 10 I SOME SAND AND GRAVEL. SOME IoWlTTLING OF COLOR. ST.JFF TO HARD 100 lIS 19 4000 i4.
LENSE OF GRAY CLAYEY SANOY GRAVEL
- 29. 9 1S9 4.0 4100 25 I M_~--l AT 695 OAkK GRAY SILTY CLAY 'II I TH A T~ACE OF GRAVEL CONTAINING LAMINATIONS 690 2400 131 AND TH IN $fANS OF SILTY 1'1 NE SAND.
OCCAS 10NAl LENSES OF S IL TY 1'1 NE TO MEDIUM SAND. Si iFF
~ 9. ~ 12 2600 15 I 6 80 ,3'+.3 lib. [1/.1< 2800 15
- 2400 670 l~U 14 I GRADES WI TH SOME SAND AND GRAVEL 121.3 05 2500 lSI 060 2700 131 3600 211 DARK BROWN ISH-GRAY S IL TY CLA'( WITH 650 [4.1 121 bOOO (50001 341 SOME FINE TO COARSE SAND A~~O GRAVEL. VERY ST IFF TO HARD 6.1 18 2600 17. DARK GRAY S I lTV CLAY ~!1 T:-i " TRACt: OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FI~IE SAND.
~4'" 241 .... r>o' 3500 OCCASIONAL LENSES OF S~lTY SAND AND GRAVELLY SAND. ':ERY ST I Ff' 6- 17
(~~gg) 3300 VI 630 3bOO 29
- SEVERAL SAND AND GRAVa SEAMS 628 TO 624 50S 19 3300 28 I GRADES TO VERY S IL TV CLAY
- 6. ....1" (45001 381 GRADES WI TH oeeAS 10NAl SAND LENS ES Il'P24 3700 (60001 441 2 INCH SAND lENSE GRADING WfTH VERY FINE SAND 610 51
- SAND LENSE 23.3 5.7 7.6 ({l0001 BORING COMPLETED AT 100.0 FEET ON 12-4-70 CAS I NG USED TO A DEPTH Of' 7. a FEET 600 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 45)
REV. 0 - APRIL 1984
- ~~
ATT[RSERG SHEAR STRENGTH DATA
~t L(
1,.110411'$
*S* c ............_ ...
- .::~::::. -'-1,_,., 1).,...."-"-.
W TO, . . . _**
~~ :
~,-,
~.,,=11
.. .. ~ ::, +- c ..,,.. ,"r BORING 35 7'20 S/,lltFACE ELE..T'ON 107.6 7/0 SYIJII10LS <<SCII-TIOJIm R~O $ T $0 ~ C Y WI H A lONAl 2000 PI MOT~H~ el ~T~gEG~~YS~~H .L....CK SilTY
- 1<.11 06 HOO 141 TANHISH-IAOWN SILTY CL.AY WITH SOME SAND 700 AHO oecAS 10HAL G'lAvEl OAIIK IROWNISH-GRAY SILTY CLAY WITH SOME SAND AND CPAVfL. SO"'!
MOTTL INC OF COLJR. ST IFF TO HARD rI. III 1443 1000 2000 DARK CRAY SILTy CLAY WITH A TRAGE 690 131 OF GRAvEL CONTAINING LAMINATIONS 1300 AHD THIN SEAMS OF SILTY FINE SAHO. OCCASIONAL LENSES Of' SILTY rlNE TO MEDIUM SANO. STI",r 2000 12 I 680 '3.4 113 2100 131 SANO AND GRAVEL GRAD I NG OUT 2000 131 6~ 2500 12 I CRADES WI TIl SOME SAHb AND GRAVEL 2500 131 660 6.7 99 2274 3500 3000 12 I DARK BROWNISH-GRAY SILTY CLAY WITH SOME F IHE TO COARSE SANO AHO CRAVEL. VERY ST If'" TO HAAD tz.7 I 2~ (lt83) 2500 151 DARK GRAY 51LTV :Ltoy W',,", r.. TllACE J;: 27.6 Isa It.8 2500 ** GRAVEL CONTAINING LA/'llIIATIONS AHO THIN SEAMS OF SILTY F'-':E SAHD oeCAS 'O!lAl LE':<;ES OF S Il TY s",:'o AHD eRAVELLY SANO. \I~P_V iTlFF 9.8 123 3700 2000 171 (2700) I*~"'" 6.3 III 1522 SOOO 2500 161
!2~ I IS6 13.5 2700 131 ........... 1300 201 2&0 1,.,8 112 5. !'til 3700 3300 19 I (2600) 6.-..... l4500t 401 OARI( BROWHISH-GRAY F!IiE TO COARSE SANDY CLAY WITH SO'~E Gr.AVEL.
0.9 131 5100 )000 24. OCCASIONAL LAY[RS OF SANOY CLAYEY (100) SILT. HARD 6/0 (6000.) ~. DARK :>RAY SILTy C;'A~ \-11 TH A TF;ACE (Jf CRAVEL CONTAINING L>>IINATIONS AND THIN SEA"'S OF SILTY F'NE SAHO. 17.( 117 (~B88) (6000+) 57. OCCAS IONAl LENSES OF S ILTY SANO AND GRAVELLY SAIIC. VERY STIfF 600 (55001 261
~.4 123 3800 281 BROWNISH-CRAY SILT WITH SOME CLAY "'NO SAND 5,--.,.., 2200 251 INTERBEDDED GR...YISH-IROWH SILT W,TH SOHE CLAY AHO CRAY ISH-8ROWH FINE TO MEOIUM SAND WITH OCCAS'ONAl LAYEIl. OF GRAYISH-BROWN SILTY CLAY
( 10000+) DAAK CRAY ISH-BROWN FINE TO COARSE
.......... ( 10000+) 161/n SANOY CLAyEY S Il T WITH PElllIlES.
CRAVEL ANO SOME COBBLES. VERY HARD ( 10000.) BOULDER AT 575 CLAY CRAOING OUT 570 2l;,4 06 ,£8000+) BOA INC COMPLETEO AT 140.0 FEET ON 12-2-70 CASING USED TO A DEPTH Of' fO.O FEET 560 LA SALLE COUNTY STATION
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 46)
REV. 0 - APRIL
~~
ATTC"8£IlQ SHEAR STRENGTH DATA
~'i
,_. ':='-=:' Wi!; ":f
\.1"'11" ~
l4..: ...... ,** Coli ..... ' ....... ~:::::'::::. 0'*." ......
~, 4<- ..~,
I-';~
~~
~ ~ ~
BORING 36 20 SURFACE EUltl4TION 707,0
.,/0 DESCRIPTIONS BLACK ORGANIC SILTY CLAY wITH ROOrs 200 P' f1jTtl~bsg~~61SH-BIlOWN AND GRAY SILTY CLAY wiTH OCCASIONAL SAND LAYERS 100 (SEEPAGE) 4000 P' DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOME foCTTL ING OF COLOR. ST 1FF TO HARD 1500 101 DAliK GRAY SILTY CLAY \011 TH A TRACE 690 1400 81 OF GRAVE.L CONTAININ\i L.AHliIATIOHS AHO TH IN SEAMS 01' S 1LTV f; NE SAND.
OCCASIONAL LENSES Of SILTY nnE TO
~lEO!U~ 51NO. ST IFF' 1400 9 1 OCCAS IONAL POCKET OR SEAM OF SAND 680 OR VERY I'IHE SANDY SILT 1000 I~
- 2000 141 LENSE OF GRAY I'lNE TO M£DIUM SAND WITH SOME SILT AT 693 6~
180 110 d~8g) 1400 151 GRADES WI TH SOME SAND AND OCCAS IOHAL GRAVEL 1600 660 2800 "I 2U 112 (45001 41. :lARK "il.0;1H ISH-iMlAY S IL TV CLAY WITH
-_... So ..... I'lIiE TO CO,!,ASE SAND MID GRAVEl. ,,(flY ST IFF TO HARD """""" 2100 161 DARK GF.A'( SILlY ':UY I'/!Ti1 i< TR.l.C£. Or GRAVEL CONTAINING LAMINATIONS AND 17.5 1t5 2600 25. THIN SEAMS OF SILTY FINE SAND.
OCCAS IDNAL LENSES CF S IL TV SAND AND GRAVELLY SAND. VERY ST IFF 2200 161 2800 27.7 15.! 11.9 2100 rr 1 GRADES WITH SLIG! TlY ~RE GRAVEL 6:::; 19*9 124 2800 161 BORING COMPLETED AT 80.0 FEET ON 12-1*70 CASING USED TO A DEPTH OF 10.0 6...... FEET I'IEZOMETER INSTALLATION PROCEDURE, BOTTOM OF POROUS STONE, T',,() FEET IN LENGTH AND ATTACHED TO OliE-HAlf INCH OUTS IDE OIAMETER PLAST IC TUBING.LOCATED AT ELEvATIOIl 627. GRAIIULAR BACKFILL HATER tAL PLACED FROH BOTTOM OF BOR ING TO ELEVAT telC 637. SEAL COIlS 1ST ING OF BENTON I TE AND/OR CONCRETE PLACED FROM ELEvAT ION 637 TO (LEVAT ION 640. BO'll HIG BACKFIllED FROM ELEvATION 6110 TO ELEVATION 703 AND SU8SEQUENTL Y SEALED WITH CONCRETE FROM ELEVAT ION 703 TO THE GROUND SURFACE, WATER LEVEL READINGS DEPTH IN HET BELOW GROUND SURI' ACE DATE 60.0 12:-nl="70 60.0 12*17-70 63.3 12*21*70 60.9 12-~8-70 61.0 1 71 61.3 2-17-]1 LA SALLE COUNTY STATION
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 47)
L..------------'----....;;...~~~~~rr:_l~4 REV. 0
~
i::: I-..
~~~
A TTERBERG SHEAR STRENGTH DATA ll.j ~ LfMIT S ,- t"
,: c......' ***,.... . ~;:;:::;.::. ""' ..... .......,
~g'
~' .**,.J ' 01<........... ,
~~ ~
c .. _ ij ~I.""'-"--
+ ~;-
't 't .. c::-.~ ;:~ .~I ..' ~ BORING 37 720 I Sl/RFAC£ £L£ ....TlON 708.5 710 SYMBOLS DESCRIPTIONS BLA1~0~~g~~\C SILTY CLAY WITH ROOTS 700
;J.198
.4.7 124 1300 2500 1700 1500 3000 4000 19.
~
f%. W~--~ CL DARK BROWNISH-GrtAY SILTY CLAY WITH SOME S"'~ID AND GRAVE L. SOME I-IOTTL ING OF COLOR. ST IFF TO HARD DARK GRAY SILTY CLAY WITH A TRACE 2000 OF GRAVEL CONTA IN ING LAMINAT 10/IS AND THIN SEAMS OF SILTY FI',E SA"lD. OCCA::' ::]/{IlL LE:lSE S OF S J LTY ~ I fIE TO 690 1l~7111 1849 1500 1800 "~EDlUt~ :::.'10. sT1F"" 2500 680 t8.8 110 2600 2500 (2200) LAYER OF vERY FINE SAND AND SILT 2500 wITH SOHE CLAY AT 672 GRAOES WITH LESS SILT 670 11~5 III 20S8 3000 21100 GRADES WI TH MJRE S IL T 2800 660 214 107 (~8~~) 2800 GRADES TO BROWN WITH OCCASIONAL SEAM OF SILT WITH VERY FINE SAND uARK BP.OIoINISH-GRAY SILT" l:lAY WliH 23.4 108 (~;gg) (50001 SOME F I,.E TO COARSE SA:;O MW GRAVEL. vERY ST IFF iO HARD 650 ISS 120 2708 4000 3100 DARK GRAY SILTY '-'-AY Io/!T" A T?AC( 0'" GRAVEL CONTAINING LAl1lr,.HJOf;S r.fJO TH IN SEAt-IS OF SILTY F I"~ St.:ID. 3400 16. OCCASIONAL LENSES OF SiLTY SAND AND GRAVELLY SAND. VF~v ,TIFF
-~- 27.0 14 4 12. ...."TV' 6 2700 221 1 *
- 16. C117 4100 (2700) 2(,00 20. ~
%;'~ CL I
630 lDUU a.3. TH IN SAND AND GRAVEL SEAM I 34
- 2& 5 15.1 13 .4 3600 LENSE OF GRAY SILTY FINE SAND 620 241 AT 620 11'U 121 2300 IbUUUJ
~ CL DARK BROWN ISH -GRAY FINE TO COARSE SANOY CLAY WIiH SO/',E GP.AVt.L.
3600 42 1 OCCASIONAL LAYE'lS 1)F SANOY CLAYEY S IL T. HARe
<lARK (KAY SILTY CLAY WITH A TRACE OF 610 3&00
- 27. GRAVEL CONTAINH!G lAt11NATIONS AND Tfj IN SEAMS OF S fLTY F IIiE SAND.
CL Dec AS IONAl LENSFS OF SILTY SAND 15.6 120 (n88) ( 6000.) 451 AND GRAVELLY S.~I.G. ;'S~Y ST I FF OCCASIONAL LIGHT GRAY CLAYEY SILT 600 IS500/ 301 SEAM II.l 28 381 BROWNISH-GRAY SILTY SAND AND CLAYEY SILT WITH SAND AND GRAVEL OCCASIONAL SILT'. CLAY POCKET 59~ 0I--+-+--1f-+-t---11----t----t-;-:-:::::~_;_t__--r_-_i2CD'5!t8 (10000.) DARK GRAY ISH-8ROWN FINE TO COAF<SE SANOY CL,,~,'( SilT WITH DEBBlES. GRAVEL AND SOHf C"SBLES. VEKY (10000+) 89 ~ HARD I ML GRAOING WITH VERY FINE SANO LA SALLE COUNTY STATION
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 48)
REV. 0 - APRIL 1984
~ ~ ~ .... ~ ~~
IITrERBEFlG r" SHEAR STRENGTH DATA a~ L.IMtT~ 14I ~
.- :::-" ;~, ;~ :
0: ".1 c.f'oo.t ***.* '" ~..::~:~
~~
,,*u
'1', .. O.... 01~ ......
~
td ~
~ is (I;.!,a; ~, :t.- ..';,
- i;-r
."T ~~ SYIII80(.S DESCRIPTIONS I
58- '" ( lOOOO+) I I poooo.) GRADES \011 TH OCCASIONAL S IL TV CLAY LAYERS ftnn(\(\", 570 115 II BOR I NG COMPLETED AT 140.0 FEET ON 11-30-70 CAS 1NG USED TO A DEPTH OF 7.0 FUT 560 PIEZOMETER INSTALLATION PROCEDURE: BOTTOM OF POROUS STONE, TI'<<) FEET IN LENGTH AND ATTACHED TO ONE-HALF Ir!CH OVTS IDE DIAMETER PLAST IC TUBING,LOCATED AT ELEVATION 572. GRArlULAR BACKFILL MATER IAL PLACED FROM BOTTOM OF 80R ING TO ELEVAT ION 592.5.SEAL CONS 1ST) HG OF BENTON I TE MiD/OR CONCRETE PLACED FROM ELEVATION592.5TO ELEVATION 624.5.BORING BACKFILLEO FROM ELEVATION624.5TO ELEVATION702.5AND SUBSEQUENTLY SEALED WITH CONCRETE FROM ELEVAT ION 702. 5 TO THE GROUND SURFACE. WATER LEVEL READ I NGS DEPTH IN FEET BELOW GROUND SURF' ACE DATE llt~ t2-:NO 12-7-70 114.5 12-16-70 114.5 12-17-70 114.5 12-21-70 115.0 2-17-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 49 ) REV. 0 - APRIL 1984
~~
ATTERSERG r- SHEAR STRENeTH DATA L.JMtTS 2~ " !i: .. . . . . . ._.1.' l( ,. ....'.1 C."".,.... >.'" ~ ~:~~= Q .. ..-t :1",-., *
~g ~* -;-
L'_ t l._ ' .....
"'.t£; '!:I ~ .~, ..,
a- BORING 38 2v SUIIFACE EU ...TfON 708.7 1'10 DCSC"fPTIONS (6000) \. (TOPSO IL) 216 IOl 2056 500 (55001 MOTTLED BROWN AND DARk GRAY S IL TY CLAY WITH OCCASIONAL ORGANIC MATTER GRADES WITH LESS GRAVEL DARK BROWNISH-GRAY SILTY CLAY WITH 700 ,17J:l ,ll';l 2000 5000 PI SOME SAND AND GRAVEL. SOME 3200 P. MOTTL ING OF COLOR. ST IFF TO HAIlO DARK GRAY S IL TV CLAY WITH A TRACE 690 HOD
- p. OF GRAVEL CONTAINING LAMfNATIONS AND THIN SEAMS OF SILTY FINE SAND.
OCCAS 10NAL LENSES OF S Il TV .. : ,~E. TO HEDIUM SAND. HIFF 3000 PI GRADES WITH S~D AND FINE*GRAVEL 680 ItI. 112 1505 2000 2300 PI GRADES LESS SAND AND GRAVEL 3200 PI 6~ 3800 PI 3500 PI 660 1.6 106 1760 3000 3000 3200 P. PI PI SAND LENSE AT 664 3(1 11~8 113.7 z/uu 3000 PI 3QS 16.S 13.7 9. 103 (HBS) 2000 PI DARK BROWNISH-GRA'( $ IL TY CLAY WITH PI 650 27.~ ,lb~ 110.9 16.9 11<<; 1743 4500 4000 3000 3500 P. PI SOME FINE TO COARSE SAND AND GRAVEL VERY ST IFF TO HARD DARK GRAY SILTY CLAY WITH A TRACE 0F GRAVEL CONTAINING LAMINATIONS AND 21~ 14.4 9. I 1700 P THIN SEAMS OF SILTY FINE SAND. 2500 P OCCAS IQNAL LENSES OF SILTY SAND LOA" P AND GRAVELLY S':'N:l. VERY STIFF
,~U 3200 P LAYER OF BROWN CLAYEY SAND'll ITM 16.1 117 4000 P 101 ITH OCCAS IONAl GRAVEL 644 TO 643 3COO P
- 28. lIb. 111.9
~~~~
3500 P P P 6."- 22.0 111.D S.O 21.1 ~ III (~g88) 3700 (~~) P P P GRADES WI TH I'()RE SAND (7000) P OlollK BROWNISH-GRAY FINE TO COARSE SANOY CLAY WITH SOME GRAVEL. lcnn PI OCCASIONAL LAYERS OF SANOY CLAYEY 6/0 SILT. HARD_ DARK GRAY S I lTV CLAY ~II TH t. ;~ACE OF (7000) PI GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY 'FINE SAND. OCCAS 'ONAL' LENSES OF S I LTV SAND 600 ("'1;00\ PI AHO GRAVELLY SAND. VERY ST IFF 127 30 4600 (SOOO) 851 GRAY CLAYEY SILTY SAND WITH GRAVEL AND MED tuM SAND WITH SOME GRAVEL 5,-- ( 10000+) DARK GRAY ISH-BROWN FINE TO COARSE I SANOY CLAYEY SILT \<11TH PEBBLES, GRAVEL AND SOME COBBLES. VERY HAIlD I:'ftIt (7000) 15O'nI ML GRADES WITH LESS GRAVEL AND MORE VERY FINE SAND lSSOO) 163I8"I! 570 OCCASIONAL SILTY CLAY lAYER (SOOO) 110 II GRADES WITH SANOY SILTY CLAY WITH rAcnn\ 0 10311 oeeAS lONAl GRAVEL LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 50) REV APRIL 1984
~ ~ ~
i::: ..... ~l.I)
~~~
ATTER8ERC SHEAR STRENGTH DATA (,)10, r* LIMITS
" 0;
- c._.'.. . . . ...._I........ ~,
,.,=, ;i'- ;~ :;
l<., l.( t ....'., .!'.*.::~:::.~:. (.~ 0".41 ..... ' ij 7::;* 00
\. ..... 1
\ \
2v
~~~'~S!i ~f -:t- .;, ::1-- T Q:l~ SYMBOLS f)£SCRIPrIONS 560 81 I!
ML GRADES BROWN VERY SANDy S I L T WITH OCCASIONAL SILTY CLAY AND 550 861'1 DeCAS 10NAL S IL Tv SAND LAYERS 898 - GREEN ISH-GRAY MICACEOUS, SANOY, CLAYEY 540
.. -ML SILT ALTERNATE LAYERS OF 50FT LIGHT GRAY SILTSTONE AND GREENISH-GRAY SANOY CLAYEY SILT LIGHT GRAY MICACEOUS SANOY SILTSTONE, 95"1. FINE TO MEDIUM GRAINED AND SOFT GRADES LESS SANOY, IilRE DENSE AND TO FINE GRAINED SILTSTONE 530 ..
93% ..... OCCASIONAL CLAY STRINGERS (FRACTURES NEAR HOR lZONTAL)
.. M~~E~LI~ 2~~"Hs ~RAi C~FTER WITH 520 BOR INC COMPLETED AT 188.5 FEET ON 12-2-70 CAS I NG USED TO A DEPTH OF 8.0 fEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 51 )
REV. 0 - APRIL 1984
~l&.:
" TTERBERG SHEAR STRENGTH
_--DATA t~
. -:=- -=:' is:~-
ltW'TS
;~ ~ ,........ c.~*_ ..... I -t':.:.::::.::. .-.-,.. 0-_" ........
, o~
- er: .~,Qj I-~
~f 3 bo .~f 7 fn .., BORING 39 2v SI.IffFACE EL£'lMTION 708.0 7'10 SYMBOLS 2S~ 96 HBB
'~88 700 lb9 11/ 2096 500 4000 (soOO) PI 690 16.2 116 PI
(~gg8) (SOOO) DARK GRAY SILTY CLAY WITH A TRACE 2200 141 OF GRAVEL CONTA 1IllliG LAM INAT IONS AHO THIN SEAMS OF SILTY FINE SAND. OCCASIONAL LENSES OF SILTY FINE TO 680 2al 10~ 2200 1600 III MEDIUM SAND. S1 IFF 2Q3 l1C 1044 2S00 2000 131 SEVERAL LENSES OF S I LTV &ANO OR SANOY SILT 6.--:: 3~8 15.8 19.0 2000 III GRADES WI TH SOME SAND AND 2400 14
- OCCAS 10NAL GRAvEL 660 2200 12.
DARK BROWN ISH-GRAY SILTY CLAY WITH SOHE FINE TO COARSE SAND AND I S~ 1H (1488) (4500) 211 GRAVEL. VERY ST I FF TO HARD L"1Ir" 4000 241 GRADES TO GRAY WI TH SOME SAND AND OCCAS 10NAl GRAVEL DARK GRAy SiLTY CLAY ~llTH A TRACE OF 18,1 l1L 171 GRAVEL CONTAINING LAMINATIONS AND 1327 4S00 1300 THIN SEAMS OF SILTY FINE SAND.
-~
261 OCCAS rONAL LENSES OF SilTY SAND AND GRAVELLY SAND. VERY ST I FF 3100 2800 291
.......... 3000 27 I OCCAS 10NAl COARSE GRAVEL 15 a 28.4 IS. 13. I 2100 PI 6:~ 3800 391 GRAOING I1)RE COARSE SAND 2116 10~ (~gg8) 4400 341 6/0 381 LENSE OF 8ROWN F 11£ TO MEO I UM SAND WITH SOME SILT AT 620 TO 619 l!l.il 121 4000 48 I 600 \-'5001 37 I LENSE OF GRAY S I LTV F fNE TO COARSE SAND AT 600 (60001 991 LAYER OF 8ROWN FINE TO COARSE 5,-'" .... (bIJOUJ SAND WITH GRAVEL AT 595 TO 594 OCCAS 10NAL SAND SEAM 8RCW" F fNE TO MED fUM SAND DARK GRAY ISH-8ROWN FINE TO COARSE (10000.) SANOY CLAYEY SILT, WITH PE8BLES, GRAVEL AND SOME C08SLES. VERY HARD 580 lluuuu.)
ML ( 10OOO.) 17l:YlO"! GRADES WI TH LESS SAND
$70 ( IOOOO.) 210 II BORING COMPLETED AT 140.0 FEET ON 11-30-70 CASING USED TO A DEPTH OF 10.0 FEET 560 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 52)
REV. 0 - APRIL 19ff~
~ ~ ..... ~~~
A TTERBERG SHEAR STRENGTH DATA
!.I.J iij l(
,~ ....
LIMliS
~
~
..c,..__
n* c; -
~o 2U
~~
~
'-.-'11.
~ ~,
cO .... * **** lI .. L ~, c" ....* .... ....... 0 ........
.~,
O".Cl s ...... ,
~ ~ BORING 40 720 " ~ SURFACE ELEVATION 709.0 a~
.~
I ()~ qf~ 7/0
- 1. 94 680 Jt~g 7°0~OO 2 00 9.
140~ SYMBOLS FT',' TIT CL DESCRIPTIONS BLACK ORGAiflC SILTY CLAY(TOPSOIL) MOTTLED LI GHT BROWN W fTH GRAY AND REDDISH-BROWN SilTY CLAY GRAD I NG TO BROWN 100 ~ 5- 99 2600 (6000) 261 ~ DARK BROWNISH-GRAY SILTY CLAY WITh SOME SAND AND GRAVEL. SOME MeTTLI NG OF COLOR. STIFF TO HARD (4500) 29 I CL
'/
690 130~ 7.:.i 11' 3200 PI Has 15 I DARK GRAY SilTY CLAY wITH A TP:'CE OF GRAVEL CONTAIN ING lAMINAT IONS AND THIN SEAMS OF SilTY FiNE '5ANO. OCCASIONAL lENSES OF SILTY FINE TO 680 120.1 111 2800 2500 13 I MEDIUM SAND. ST I FF 2500 131 JIJ
. IL CL GRADES WITH OCCAS 10NAl COBBLE 670 Ill.i. 111 3200 16.
- 32. 1 17.2 14.9 2500 660 IS' 8:
21.1 IIO! [M~O (2 00) 3000 4600 DARK BROWNISH-GRAY '5ILTY CLAY WITH 15.1 liE (4000) 4000 25 I C.H SOME FINE TO CO ARS E SANO AND GRAVEL. VERY ST I FF TO HARD Cl 650 17.t 1 1 13 2000 3000 14
- OCCASIONAL LAYER OF VERY SANOY 26.4 14. 7 11.7 zOOO 12
- CLAY DAFtK GRAY SILTy CLAY I'll TH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND
....,. ....."" 15. THIN SEAMS OF SilTY FINE SAIIO 3000 oeCAS 10NAL LENSES OF S J L TY SAND AND GRAVELLY SAND. VERY ST IFf" 6.71H d§gg) 2400 201
~30 12l.i.t\ 1 S. Z 13.b 2uOO 14 *
~ CL
&3 11 2300 (2000) 2200 20 I
~
,~"" 20. OCCAS 10NAl SEAM OF GRAY I SH-6ROWN 620 CLAYEY* S I L T \oj ITH SAND 0.1 111 4300 4000 30. GRADING WITH lAYERS OF DARK BROWN SANOY CLAY AND SANOY CLAYEY S I l T 6/0 1128 I " 14~oo) 33.R- BORING COMPLETED AT 100.0 fEET ON 12 70 CASING USED TO A DEPTH OF 8.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 53)
REV. 0 - APRIL 1984
- 7101----l---l--+-+--+----I---+----f----+---+---t 26.596 2500
., 1 71 SYItI80LS BORING SUM'ACE 41 ELEVATION
"'_~WJro.-l i:.o~¥t£oKp£~6TsH-BRowh~TO CL,s,y OESCRIPrfONS 708 6 A~~ j Il T!
DARK BROWNISH-GRIIY SILTY CLAY WITH 291 SOME SAND AND GRAVEL. SOME H61C<l 3000 (80001 MOTTLING or COLOR. STIFF TO HAPO 151+ 117 3400 190001
- 23. 1I'!ol.....1----l DARK. GRAY S ILlY CLAY ',/ITH A TllACE OF" GRAVEL CONTAIN ING L,','1IN:'T .Or,$
690J--1--+-1--f--f------+-----4-----4----if---f----f AND TI-I IN SEAMS of S I L T' ~ I',E ,4,,0, 4000 OCCAS10~:"L LEnSES Or : I ~ ,'( P I'IE TO MEDIUM SMI D* S,I,F 240 680 1<jJ 109 2500 121 20.'/ 108 137~ 2500 1500 131 67": 2500 13. 2000 12. 660 14 l"b 124 1 12j, ~ 2l:l00 101 DARK BROWN ISH-GRAY S IL TY CLAY 'dITH SOH( F 'NE TO COARSE SAND AND 1500(J .26
- GRAVEL. VERY ST'!OF TO HARD INTERBEDDED GRAY SANOY S I LT AND 650 Il~ 1116 162& ..uuu IjOOOl 271 S IL TV SAl'll) '</1 TH Or.CAS lONAL $ANO LAYER J200 22. DARK Gr.AY SIL.TY CLAY ,11TH .. TRACe: OF GRAVEL C<lNT AINI HG L toM I NA T101:S AND THIN SEAMS OF SIUY FINE S"'~!:J,
-~. OCCASIO:IAL LE',5I'S ;;- SILTf :;.:.rl(l ..,"" 18.
II~ 13 2700 AND GRAVELLY SA;,O. ',ERY STIFF 3000 Zli 6=: r~ III HOO 211 3500 24
- 620 27 C1 PI
- 28. 2 16.0 2.2 '+000 (5500+) 1861 II 1'6
(~ggg) (8.;001 BROWN CLAYEY , IL TY $ANO AND JEPY S I Ln 6/0 411 CLAY WITH O,=CASIONAL F I!H C.RAVEL BORING COMPLETED AT 100.0 FEET ON 12-3-70 CASING USED TO A DEPTH OF d.O FEET 600 ,.'HOHETER IIISTALLATION PPOCEOlJRf, 8OTTOH OF POi>,00S STOllE, Twa rUT IN LtW,TH AlIO ATT ACHED TO rIll' -HALF I'ICH 0" TO; IDE 0 IAH\ Hf'. r'.A, TIC TU8lrlG.LOCAf(O AT ELEVAT 1011614.I.GRAI:UI r.,' C.~r."f ILl. HAfERIAL PLACeD rpOI~ (l)TTOM OF Bern,;. T0 EL~;:"if(;1l 618.I.SEAL COtlSISTI~:G at 8['jTONITE AIlO/OP er.*,CM.Eff. Pl.ACEO FROM ELEVATI~llj618.lTO (LEvATIOu61'!,) GORIIlG BACKFILLED FROfl (LEVATIOfl619.1T0 ELEV.lTIOH70S.6AIIO SU8SEQUEIITL Y SU.lED VI ITM CONCREH FROM EL.EvAT ION 70~, 6 TO THE c.nOIHIO SUl\~ AC E. WATER LEVEL REAOlfIC, DEPTH IN FEET BELOW GROUND SHoF ACi: or, fF
---~i['o----
12~4:]C 78.5 12 7C 75.9 12-16*70 75.9 12 -11*70 77.5 12-Z1-70 76.6 12- 28-70 16.0 1*26* 7\ 75.5 2- I 7*71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGU RE 2. 5- 19 LOGS OF BORINGS (SHEET 54)
REV. 0 - APRIL 1984
~ ~ ..... ~~
A TTe:'leI'IG It.: L.IMITS lq
~ ,
t,,_1 ~::. "'=:'
, , Ji- ~~ i "'
T 720
~ BORING 42
- t:
~~ SURFACE ELEW4TION 704.9 7/0 ~
~ ~ SYM'OLS DESCRIPTIONS
~6. 96 1800 rl::::::::::: OL 8LACK ORGANIC SILTY CLAY WITH ROOTS 7tJO 5I W
7:~/. CL M(ntl~~S~:~T GRAY AND 8110WN SILTY CLAY WITH OCCASIONAL FINE ROOTS 11.5 , 15 (4500) 22
- 1I!~""~,,.,..t-.:S~;P---l g:[tB~~~~'SH-GRAY SILTY CLAy WITH
;~ SOME SANO AND GRAVEL. SOM" CL MOTTLING OF COLOR. ST IFF TO HAIIO 690 2700
- 15. ~ OAIIK GRAY SiLTY CLAY WITH A TI\ACE Of' GRAVEL CONU IN IIIG LAM INAT IONS 180 115 2100 15
- CL g~gA~~6~A~E~~~S~~ g: L ~~ L~~ N~ I ~:N~O MEDIUM S~O. ST IFF" 1 BOilING COMPUtED H 20.0 I"E[T 680 ON 12-14-10 I/O CAS ING US£O PIEZOMETER INSTALLAT ION PIlOCEDUAE:
BOTTOM OF POROUS STOllE, TIoIO FEET IN L£NGTH AND ATTACHED TO THREE*QUAIlTER INCH OUTSIDE OIA/04ETER PLASTIC TU8 ING.LOCATED AT ELEVAl IOrl68S.4.GIIAIlULAR eACKf'ILL MATER fAL PLACED I"ROM BCTTOH Of' BOR!fIe TJ ELEVAT ION 690.10 SEAL COliS ISTlIIe; 01" BENTON IrE AlIO/OR CONCRETE PLACEO I"ROI1 ELEVAT ION690.4TO ELEVATION693. 4 .aORIrIG SACKF I LLED FROM ELEvAT ION 693 .4TO ELEvAT ION 700.94110 SU8SEQUENTLY SEIILEO WI Tli CONCRETE FROM ELEVAT ION 700.9 TO THE GROUND SURFACE. WATER L!V(L READ INGS DEPTH IN FEET BELOW GROUND SURFACE ~ 14.5 12-14-70 8.5 12-15-70 4.8 12*17-70 4.8 12-18-70 4.8 11-21-70 5.3 12-28-70 5.5 1 7\ 6.2 2-17-7\ LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 55) REV. 0 - APRIL 1. 9 tl~
- 7/0t--+--+-+--+-+---t---t----+----+---+--~
2600 5. SYMBOLS BORING r;;7,T,ZI...=--t 43 SURFACE ELEVATION 70~.5 DESCRIPTIONS BLA7~0~~g~~:C SILTY CLAY WITH ROOTS 7.1 r'-ll'-"~+-_......-; _ __+---+-.....r~""""OOOl.a......+---_t-__I 7001--+--+--+1........, 17. DARK BROWN I $H-GRAY S I L TY CLAY WITH SOME SAND AND GRAVEl. SOME
~l> 1101 3720 19 * ~~t----! MOTTLING OF COLOR. ST IFF TO HARD
"'500)
DARK GRAV"-S I LTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS II 1 ANO TH IN SEAMS OF SILTY FINE SAND. 6901--+_-+_+--+_r.-__+-__+ +_1SO _ _O_+__ +-_-t OCCASIONAL LENSES OF SILTY FINE TO MEDIUM SAND. STIFF
~2.S 04 1560 1500 81 1600 81 GRADES WITH LESS SAND 6801---+--+---l'---1f----:l---+---..+---+----+---+---I 1& ~106 1400 81 2000 101 670ut---t-t---t--t--t---t----t---+---t---+--f
~ll 111 2700 II 1 GRADES WITH I-()R£ SAND 2400 101 GRADES WITH LESS SAND AND wITH 660t-+--+--+-+-+---+--+----+---+--+--I OCCAS 10NAL TH IN LENSES OF GRAY 17.2 16 2600 191 SILTY FINE SAND GRADES WITH MJRE SAND AND WITH (SOOc) 48. MORE LAYERS OF GRAY SI LTV F tNE SAND 2 TO 6 INCHES IN TH ICKNESS DARK BROWNISH*GRAY SILTY CLAY WITH III ~ 27 (4500) 331 SOME F'INE TO COARSE SAND AND GRAVEL. VERY ST IFF TO HARD BOR ING COMPLETED AT 60.0 FEET ON 10*17-70 CAS ING USED TO A DEPTH OF 10 FEET PIEZOMETER INSTALLAT ION PROCEDURE, BOTTOM OF POROUS STONE, T~ FEET IN LENGTH AND ATTACHED TO THREE-QUARTER INCH OUTSIDE DIAMETER PLASTIC TUBING,LOCATED AT ELEVATION 645.5.GRAtJULAR BACKfiLL MATER IAL PLACED FROl1 BOTTOM OF BOR INC TO ELEVAT ION 6S0.s,SEAL COliS 1ST I~;G OF BENTON ITE M~O/OR CONCRETE PLACED FROM ELEVAT ION6s0. 5TO ELEVAT ION 658. S.BOR ING BACKFILLED FROI-I ELEVATION6s8.STO ELEVATION701.54NO SUBSEQUENTLY SEALED WITH CONCRETE FROM ELEVAT ION 701.5 TO THE GROUND SURFACE.
WATER LEVEL READINGS DEPTH IN FEET BELOW GROUND SURFACE DATE DRY 12-:]"f:70 49.5 12-18-70 43.6 12*21 - 70 43.1 12-28-70 43.1 1-26* 71 43.0 2 - I 7*71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 56)
REV. 0 - APRIL 1984
~
I-..r-~==--:-.,.....~-,....--------------------"
~~~ ,qLT,~~~:RG rZ i::::
SHEAR STRENGTH DATA
~ "~4~
~ l* ...*/
. . ,.~ ~. ,- ~~~ ~~ ;t-:::,....-:::---r---.,......~::---+-----\-;,;;;::;-;,=~"""'rl
- Iv 0
'1'", ....,.'
!:~
c ..... "'., ...'"
~I ~
CU."";:~;::'~: * . . . . , ....... t . f
.~,
0",<:1 '1"** '
, ~~-
~ BORING 44
~
a::: Sl/RFACE ELEW4TION 7048
~it
<:>:l
~ ~
30 1
~
SYMBOLS CL
~-----------
81 1lu....;,,;"',/""-..liC'lI-loo-,I-4 BLAI~og~g~~Je DESCRIPTIONS SILTY CLAY WITH RcOr~ MOTiLEO BRCWN AND GRAY WITH REDOISH-BROWN SILTY CLAY WITH OCCAS IONAL ROOTS
~; DA~~M~R~~~6s~~gR~~A~Jt:Y sg~:Y 24 1 WITH
~ MOTTL ING OF COLOR. ST (FF TO HARD 16.
~ DARK GRAY SILTY CLAY 'riITH A TRACE c// OF' GRAVEL CO~HAIN!NG LAMINATIONS 161 AND THIN SEM'S OF SILTY CINE SI1.NO.
oeCAS 10NAL LENSES OF SILTY FINE TO MEDIUM SANO. sTIFF 191 CL OCCASIONAL LAYER OR SEAM OF SILTY 171 1 CLAYEY SAND WITH GRAVEL
- 19. ~.
~/
/
22 * """"l"-_....I 80RING COMPLETEr: AT 40.0 FEET ON 12-14-70 CASING NOT USED PIEZOMETER INSTALLATION PROCEOURE, BOTTOM OF POROUS STONE, TWO FEET IN LENGTH AND ATTACHED TO THREE-QUARTER INCH OUTSIOE OIAAETER PLASTIC TUBING,LOCATEO AT ELEVATION664.8.GRArJULAR BACK~ ILL MATER IAl PLACED FROl1 BOTTC1~1 OF BOP.I~;(; TO ELEV;',T ION 669.8.SEAL CONS 1ST I~;G OF BENTON ITE ANOIOP, corlCRETE Pl,.ACED FROM ELEvAT ION669.8TO ELEvAT 101~ 673 .8.BOR ING BACKFILLED FROM ELEVATION673.8TO ELEVATIOu701.3ANO SUBSEQUEtITLY SEALED WITH CONCRETE FROM ELEVAT ION 701.3 TO THE GROUNO SURfACe. WATER LEvEL REAO INGS DEPTH I N FEET BELOw GROUND SURFACE Q!'rI ORY 12*14*70 40.1 12 - I 5-70 39.8 12 70 38.2 12- 18 -70 37.6 12- 21*70 30.9 12-28* 70 20.0 1- 26-70 19.5 2 - I 7*71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 57)
REV. 0 - APRIL 1984
- 710.....--r-------t--t--r-+-----+---j-----j-----+--+---I SYMBOLS BORING 45 SURFACE ELEWATION 7
03.2 DESCRIPTION
S HI, 87 2300 5' f7nZ'::'lh'l.....,l~g~'LI-..../. BLA~~o~~g1~1t. ~ILn CLA'l' WITH ROOT5 (50C""""\)I~--+---I 1001---+--+-+--+--+---+---+---1-....- 171 ~ CL DARK BROWN SILTY CLAY WITH ORGANIC MATTER 164 113 (5500) DARK BROW~nSH-GRAY SILTY CLAY WITH 351 SOME SAND AND GRAVEL. SOME
""'MI----\
MOTTL ING OF COLOR. ST IFF TO HARD 6901---+--+-+--+--+---+---t---I-"Tn<<OOl"'00;O-1+---+---t 271 DARK GRAY S IllY CLAY WITH A TRACE OF GRAVEL CONTA IN I NG LAM lNAT IONS 2400 AND THIN SEAI~S OF SILTY FI'I£ SANO. 14
- OCCAS IONAL LENSES OF S IL TY FINE TO MEDIUM SAND. ST IFF 6801--+-+--1'1"'7"lt-l;-;lo1---+----t-~2'7~10:n0---l--;11~ "'OO;:;---+---t---I 121
.- (204o.l . v' 2Cl.6 110 1330 2000 1500 15
- CL OCCAS 10NAL SEAMS OF VERY S IL TV 670t--t--r--+--+---i---t---+----+-=21,-::"(0."..0--1----+----1 121 SAND WITH CLAY 17.8 IOC} 2800 2400 16. a LAYEF\ OF GRAY SIL TV FINE TO COARSE 66Ot--+--+-+--+--t----;---t----+----+--+-----I 151 SAND WI TH SOME TH IN LAYERS OF GRAY SILTY CLAY AT 659 13.8 120 161 C)'i DA~~~\~R~~~iS~oG~~rR~JL~lNgL:~DWITH CL GRAVEL. vERY S1 IFF TO HARD 650t--+-t--+--jI--+----j""---+---+-.".24r;IO~0-+---i---f 17 1 ~ DARK GRAY $IL TV CLAY WITH A TRACE OF 191 ~ THI~1 SEM~$ OF SILTY FINE St-N9.
2400 o OCCASIONAL LENSES OF SILTY SAND AND GRAVELLY SAND. VERY STIFF 2800 20.
- 22. CL
~
6301--+-*+--t---+--+----+----+----+~2 5""'0,-::0--+---+----1 241 h 2400 201
;I, 6201---+--+-+--+--+----1----+-----+------+--+----1 27 1 ~ LAYERS OF GRAY SILTY FINE TO
~ COARSE SAND 101 I TH SOME GRAVEL 100 1 .~ .,......~:-:--\ GRADES WITH NO SAND AND GRAvEL 23,9 lO~ (4500) 6101---;--r-tTmtT"rrt---+---t--'l"1't'!I'~+---+--_+_--t II W> I j (~j~g)
- 36. SP ML ALTERNATING LAyERS OF liRQWN FINE TO
~~~6UM SAND AND CLAYEY SILT WITH
~ CL DARK BROWN ISH-GRAY FINE TO COARSE
~ SANOY CLAY WITH SOME GRAVEL.
4000 38 1 1IIWooil. ........_ . . . ~~~~~ I~~:~ LAYERS OF SANOY CLAYEY 6OO.......................,j......- - -.....- .....- - - - - - - - - - " " -. . . . BORING COMPLETED AT 100.0 FEET ON 12-8*70 CASING USED TO A DEPTH OF 10.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 58) REV. 0 - APRIL 1984
~
~ .....
~~::; " TTERBERG
~i .:
SHEAR STRENGTH DATA
"'~" ~ - ...... --_,-
\.
~
LiMI'TS
~'
~ ~
~~ f' ge ~~;
' .... 0.'
<c,~
C~"'.' ***'"
~.
Ceo ..... ' ........
- t.
~ .......-.\ ..
.~t 0" .. ". 5 ...... '
"-"5,"""'" cr 720 ~ BORING 46
~ SlJRFACE ELEVATION 706.5 a~
~ ~
c::. ~ 710 ~~ OESCRIPTIONS SYMBOLS 1200 41 ~ 01 BLACK ORGANIC CLAyEY SILT WITH OCCAS IOIlAL ROOTS (TOPSO I L) 1700 6. DARK BROWNISH-GRAY SILTY CLAY WITH 700 CL SOME SAND AND GRAVEL. SOME MOTTLING nF COLOR. STIFF TO HARD (50001 30. 3500 14
- LENSE OF GRAY MEDIUM TO COARSE SAND WITH SILT AT 6'12 690 DARK GRAY SILTY CLAY wITH A TRACE 2200 16. OF GRAVEL CONTA IN ING LAMINAT IONS AND THIN SEAMS OF SILTY FINE SAND.
OCCASIONAL LENSES OF SILTY FINE TO 2600 14
- MEDIUM SAND. ST IFF 680 1700 13.
CL GRADES MORE SAND 1500 15. 670 2000 II. GRADES LESS SAND 2300 16 I 660 2700 18. 650 3100 2400 191ft II
- DARK BROWNISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND GRAVEL. VERY ST IFF TO HARD DARK GRAY SILTY CLAY ',11TH A TRACE 1)1" GRAVEL CONTA IN I riG LAMINAT IONS AND TH I N SEAMS 01" S I l TY FINE SAND.
2200 16. OCCAS 10NAl LENSES OF S I L n SAND AND GRAVELLY SAND. VERY STIFF 640 2300 17. 2600 16. 630 2800 24. CL 3000 20. ~ 620 3400 22'~ -;;~ GRADES WITH OCCAS IONAL LENSE OF BROWN CLAYEY SILT WITH SOME SANe 3500 24. ;;; c:% 610 4000 33. ~ BOR ING COMPLETED AT 100.0 FEET ON 12-29-70 CAS I NG USED' TO A DEPTH OF 20.0 FEET 600 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 59) REV. 0 - APRIL 1984
~ ~ ..... ~~~
ATTER8ERG r" SHEAR STRENGTH DATA
~ l(
l.IMITS 0' "'.".".:.. ..... ,.. , ,.....
;;i" ~~ ~ " *11.'11' C ~ "'.'." .'." d:.':.::;::'~"" ~".'" '
' ....... ge (ij c~ ... ~t'C:~I'"
720
~
\..-.-.,
\ \
IT j~r,!i+
~I
~'i O~I ' ...,..
~ BORING 47
! ~
I I ag \I) 141 SURFACE ELEY1ITION 707.0
~ ~
710 ~ ~ SYMBOLS <<SCRIPT/ONS
~~~
BLACK ORGANIC SILTY CLAY (TOPSOIL) DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOME 700 o ~ CL
'/j MOTTLING OF COLOR. ST IFF TO HARO DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND.
690 OCCAS lONAl LENSE:; OF S IL TY FINE TO MEDIUM SAND. ST IFF 680 CL 670 16.9 113 2800
~
~
V/l
~::I OCCAS IONAL SAND POCKETS 2300 660 200 107 2600 20.
2200 19. OCCAS tONAL SAND SEAM 650 DARK BROWNISH-GRAY SilTY CLAY WITH 13.8 123 4000 371 ~" CH SOME FINE TO CCARSE SAND AND 4000 39. ~~ C'L GRAVEL. VERY ST I FF TO HARD
~
C'Art DARK GRAY SILTY CLAY ;'lllH A TRACE OF
...."T'-'
1).8 120 3S00 :!a I GRAVEL CONTAINING lAMINATIONS AND THIN SEAMS OF SILTY FINE SAND. OCCAS 10NAl LENSES OF Sil TV SAND I 3100 27
- AND GRAVELLY SAND. VERY STIFF 630 1!.U) 116 3000 20.
3200 28. 13.<1 120 (~OOO) 401 620 CL (SOool 42. DARK BROWN ISH-GRAY F fNE TO COARSE 610 CL SANOY CLAY WITH SOME GRAVEL. 10.9 130 (4S001 48. OCCASIONAL LAYERS OF SANOY CLAYEY Sill. HARD BOR I NG COMPLETED AT 100. S FEET ON 12-15-70 600 CAS I NG USED TO A DEPTH OF' 7.0 HEl LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 60 ) REV. 0 - APRIL 1984
~
... TTERSERG SHEAR STRENGTH r- DATA
!4.:
t,._. LIMI T 5
~i' ~~ ; 1' . . . .' . , c~ .....' *****" ~::.:;:;.::. ~_If.""l **
0",<1 a_.~
~" .. .::=
L .... ......... i l " l _
~
1..-* * "..,.
~ ~ T ~, .9t- .~f , !:.
BORING 48 u SURFACE ELEVATION 706,3 7/0 Sy.,BOLS DESCRIPTIONS BLACK ORGANIC SILTY CLAY (TOPSOIL} DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AN 0 GRAV EL. SOME MOTTLING OF COLOR. STIFF TO HARD 700
\IM--~DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAIN ING LAMINAT IONS 590 AND THIN SEAMS OF SILTY FINE SAND.
OCCASIONAL LENSES OF SILTY FINE TO MEDIUM SAND. ST IFF 680
'" 21.4 108 2300 161 GRADES WITH LESS SAND AND GRAVEL 3000 181
'0 LAYER OF GRAY S I L T AND GRAY 1!1 12'" 1000 2000 14. SilTY SAND DARK BROWNISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND 4000 291 GRAVEL. VERY ST IFF TO HARD 17.2 11~ 2300 171 DARK GRAY SILTY CLAY WITH A TRACE 01" GRAVEL CONTAINING lAMINATIONS AND THIN SEAMS OF SilTY F'INE SAtID.
2300 271 OCCAS 10NAl lENSES OF SILTY SAND AND GRAVELLY SAND. VERY ST IFF 1,5 118 3200 2000 ( 2160) 3'1 3000 371 630 OCCASIONAL POCKET OF FINE SAND 153 113 3700 37 1 3300 391 6210 3300 411 lENSE OF GRAVEL AT 616 2aB 107 4000 (4500) 391 DARK BROWN ISH-GRAY FINE TO COARSE 6/0 SANOY CLAY WITH SOME GRAVEL. 4000 611 CL OCCAS 10NAl lAYERS OF SANOY CLAYEY SILT. HARD I BOR ING COMPLETED AT 100.0 FEET ON 12-17-70 CASING USED TO A DEPTH OF 7.0 600 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 61)
~~
ATTERSEPG t" SHEAR STRENGTH DATA LIMITS ,Z a..: ... : T, *** , . , CO ..... r * * * <." c,,"".,..... o"" jj".clf) . . . . .
~8 ~~ ~ ~~ 1-*::, ... -:t-1lIo_._ "Z
,.- P'.I,e;
.. .. .. ~j ~ .~f BORING 49 T 20 SURFACE ELE~TION 707.3 710 DESCRIPTIONS BLACK ORGANIC SILTY CLAY WITH ROOTS (TOPSO I Ll DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GflAVEL. SOME i'VO KlTTLING OF COLOR. STIFF' TO HAflO DARK GRAY S I LTV CLAY WITH A TRACE OF GRAVEL CONTAIN ING LAMINAT IONS ANO THIN SEAMS 01' SILTY FINE SAND.
690 Dec AS 10NAL LENSES Of SILTY FINE TO MEDIUM SAND. ST IFF 680 670 1&9 107 2400 15. GRAOES MORE S I LTY AND WI TH 3000 17. OCCAS 10NAl GRAY S IL T SEAMS 660 17. GRADES LESS SILTY AND WITH SOME 23.3 107 2500 S I LTY SANDY CLAY LAYERS OCCASIONAL LENSES OF SILTY FINE 2000 18. TO COARSE SAND GRADES WITH LAYERS OF GRAY SILTY FINE TO COAflSE SAND AND GRAVEL AND 650 14.3 122 S300 (4t;00) 45. GRAY FINE SANDY SILT DARK BflOWUISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND 3500 28. GRAVEL. vERY ST IF'F TO HARD
....-~-
DAAK GRAY SILTY CLAY '.'IITH '" mACE OF GRAVEL CONTAINING LAMINATIONS AND 154 117 3200 22. 0 THIN SEAMS 01' SILTY FINE ;",r,o. OCCAS 10NAL LENSES OF S I LTV SAND 2800 . 20. AND GRAVEllY SAND. VERY STIFF 630 12.6 119 2500 17. CL 15.( 118 (jH8) 3200 21' 620 3400 28. 1&2 109 3800 ( 29. DARK BROWN ISH-GRAY FINE TO COARSE SANDY CLAY WITH SOME GRI\VEL. 6/0 (45001 35. OCCASIONAL LAYERS OF SANOY CL AYEY SILT. HARD 80R lNG COMPLETED AT 100.0 FEET ON 12-18-70 CASING USED TO A DEPTH OF' 10.0 FEET 600 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- L.- .......
FIGURE 2.5-19 LOGS OF BORINGS HE-E-: T~6~2! ! ! ! ) ~~:_:::_::"::":"""""!!~ (_S...... REV. 0 APRIL 1984
~
~ .....
~~tj
'" TTERBERC SHEAR STRENGTH DATA lIMlrS l' l(" 4.: " ..
;,~
,~
g:.:;:';.~:"
~ t'-1
..,_,c(
l,.'-'
"'-f_
,...... ~3
~1:
r" ** ,.,
-~tfi.
co- ....' ....,....
.Er
~""If."'.'.'
O".CoI ~J'I.IJ.r
.00::::::
~ ~, .c;, .'.., .~
720 t! BORING 50
~ SURFACE ELEWI4TION 705.7 a~
it ~ 7/0 c:> ~
~~ S"")I80L5 OESCRIPrJONS
~~ BLACK ORGANIC SILTY CLAY WITH oeCAS 10NAl ROOTS (lOPSO III DARK BROWHISH-GRAY SILTY CLAY WITH i'OO SOME SAND AND GRAVEL. SOME CL MOTTL I NG OF COLOR. ST IFF TO HARD DARK GRAY SILTY CLAY WITH A TRACE 690 '/ OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND.
DC CAS 10NAL LENSES OF SILTY FINE TO HEDIUM SAND. 5T IFF 680 670
~ CL SEEPAGE FROM SAND LENSE AT 673 1900 17. SAND AND GRAVEL GRAD ING OUT 168 10Q 2500 16.
660 ;% 3200 17. l8.cl 108 2750 23 I 650 DARK BROWNISH-GRAY SILTY CLAY WITH (4500) 42. CH SOI~E FINE TO COARSE SAND AND CL GRAVEL. VERY ST IFF TO HARD 2250 17 I DARK GRAY SILTY CLAY ',I 1TH A TRACE OF _~;o, GRAVEL CONTAINING LAMINATIO~IS AND TH IN SEAMS OF SILTY F INE SAND. 1~1 11 2750 301 OCCAS 10NAl LENSES OF S I L TY SAND AND GRAVELL Y SAND. VERY STIFF 3100 24
- 630
- 21. LAYER OF CLAYEY SAND WITH SAND CL l £NSES 628 TO 625 6.--
IS!! 12( 3750 4000 (4500) 37. 341 681 I
~
~
DCCAS 10NAl TH I N SAND lENSES GRADING WITH /'(JRE THIN SAND lENSES 6/0 no 13 (5000) 64. ~ BORING COMPLETED AT lCO.O FEET ON 12-22-70 600 CAS ING USED TO A DEPTH OF 7.0
!'"EEl LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 63)
REV. 0 - APRIL 1984
~l:j A TTERBERO SHEAR STREN6TH DATA LIMITS
~~~ *.
l(
......,.. """"'-" - !~~
or" * .,_., c .......... <tJOl ~.".::~::.::. "'",,-11."'4'.' Q..r.u ''.t 2t/
'", .... >l is if: .~,11; ~, ..
.. .~f
... ~ ... To .., BORING 51 SURFACE ELEVATION. 706.1 7'/0 DESCRIPrlONS B A K R AN LA,)
1500 9 1 Me TTL EO LIGHT BROWN AN 0 DARK 8ROWN S I L TY 22 1 CLAY lEd lIE ,Hgg\ (4500) fTTrrTrllr1-=--.1 DARK BROWN ISH-GRAY SILTY CLAY WITh
?rX' SOME SAND AND GRAVEL. SOME (50001 ?al MOTTLING OF COLOR. ST IFF" TO HARD DARK GRAY S I LTV CLAY WITH A TRACE 7.5 17.6 9.9 2300 151 OF GRAVEL CONTAIN ING LAMINAT IONS 690 AND THIN SEMIS OF SILTY FINE SAND.
OCCAS ICNAL LENSE S OF SILTY FINE TO
~a.~ 10 1320 1500 2000 13 I MEDIUM SAND. ST IF"F
~21 106 680 (lZ88) 1500 91 1800 121 9-7 17.1 12.6 ~1. 108 2300 151 6r=
2500 131 LAYER OF GRAY ',NE TO COARSE SAND WITH SOME GRAVEL 668 TO 666.5 2800 171 660
~a.195 1300 2300 131 4000 371 DARK BROWNISH~GRAY SILTY CLAY WITH 3100 SOME FINE TO CO ARS E SAND AND 6!50 GRAVEL. VERY ST I F'F' TO HARD 1~ 119 d2gg) 3100 291 DARK GRAY SILTY CLAY \iITH ~ Ti(ACE OF GRAVEL CONTAINING LAMINATIONS AND 3200 301 TH IN SEAMS OF S IL TV F 1I1E SAND.
L'A" OCCASIONAL LENSES OF SILTY SAND v"",, AND GRAVELLY SAND. VERY STIFF 19-3 1S 2 4. I 14. 120 3300 321 GRADES WITH LESS SAND AND GRAVEL 3500 371 630 CL 3300 391 ({lggj 3800 281 620 3500 5000 OCCASIONAL LENSES OF BROWN FINE SAND 6/0 DARK BROWNISH-GRAY F tNE TO COARSE
- 11. 129 fSOO (5000) SANOY CLAY WITH SOME GRAVEL.
( 500) OCCASIONAL LAYERS OF SANOY CLAYEY SILT. HARD 3800 600 DARK GRAY SILTY CLAY ',i1TH ;l r;l,;.ct: OF GRAVEL CONTAINWG LAMINATIONS AND 3700 THIN SEAMS OF SILTY FINE SANO. OCCAS 10NAl LENSES OF S I LTV SANO AND GRAVELLY SANO. VERY Sf I "'I" la" 111 (8000) 590 2750 G~AVEL SEAM AT 583 BROWN GRAVELLY FINE TO MEDIUM SAND 580 DARK GRAY ISH-SR(lIJtj F fNE TO COAkSE ( 10000.) 137 a SANOY CLAYEY SILT '.4ITH PEBBLES. GRAVEL AND SO/1E COBBLES. VERY HARD (8000) 57'0 ML ( 10000.) BOR ING COMPLETED AT 145.5 FEET ON /2-21-70 ( 10000.) 140 I CAS ING USED TO A DEPTH OF 7.0 FEET 560 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 64)
REV. 0 - APRIL 1984
~
i::: I-..
~~t1 ATTERBERG SHEAR STRENGTH t- DATA
~~ ; !'.::;L LIMITS ,<
~ l&.. --::" \", ...... ' CO .... b' ....' ...
..1"" .... 1' ....
C .. -IO* .....,... ll'IoIo ..... " ........ , 0".<::1 s ..... '
"'_"0;: ....._ 'I ~ ,
l* ...... eo ju
- . -?-. ::~ ~r
~ .~f 720 ~ BORING 52 I ~ SURFACE ELEVATION 705.4 a~
~
710 ~~
~~ SYIllBOLS DESCRIPTIONS 1600 10. /. t't-2-- BLACK ORGANIC SILTY CLAY (TOPSOIL)
DARK BROWN ISH-GRAY S !LTY CLAY WITH 2o.E: lOt 500 6 * 'l SOME SAND AND GRAVEL. SOME 7rxJ CL t'QTTLING OF COLOR. STIFF TO HARD lSOOO) 25. GRAD I NG WITH GRAVEL DARK GRA'r SILTY CLAY WITH A TRACE 26.3 110 \4 SOO) 19
- OF GRAVEL CONTAIN ING LAMINAT IONS 690 AND THIN SEA~1S OF SILTY FINE SAND.
OCCASIONAL LENSES OF SILTY FINE TO 2900 16
- MED I UM SAND. ST IFF 30.1 17.4 12.7 20.<; 112 2750 16
- 680
- 2800 15.
14.9 118 2000 CL 20.
,.Irb 670 2700 13.
~1.1 la 2 12.9 21- 108 2800 660 21-7 10' 2600 17 I DARK BROWNISH-GRAY SILTy CLAY WITH
/4S00) 27' C,H SOnE F ItiE TO COARSE SAND AND 650 Cl GRAVEL. VERY ST IFF TO HARD 12.2 126 24 I SP GRAY GRAVELLY SAND WITH SOME LAyERS OF CLAY I
DArK Gr:\Y SILTY CLA'! 'tITHA TRACE OF 3600 26. GRAVEL CONTAINI1JG LAMINATIONS AND
"... ..1" v...,...... THIN SEAMS OF SILTY F'INE SAND.
OCCAS !ONAL LENSES OF S I L TY SAND 3300 34. ANO GRAVELLY SANi). VERY ST IFF CL
~3.4 lsa 7.6 1'> 118 3000 I 29
- 630 2500 28
- DARK BROWN ISH-GRAY F "JE TO COARSE IlS 12 , 3500 31 I Cl SANOY CLAY WITH SOME GRAVEL.
620 OCCASIONAL LAYERS OF SANDY CLAYEY
,/ SILT. HARO 2200 45
- OARK GRA~ SI ~ TV CLAY 'il I TH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SANO.
4300 53. OCCASIONAL LENSES OF SILTY SAND 6/0 AND GRAVELLY SAND. VERY STIFF 12.2 128 4100 60 I (5500) 47
- OCCASIONAL SAND SEAM 600 'l CL
'I (5500) 381 'l
/,-
~:;;
157. LAYER OF FINE SAND Sal TO 580 590 3800 191 ~~ GRADES WI TH /'ORE SILT 47 I! GRAY GRAVELLY SAND SP . 580 f - - DARK GRAY 1SH - BReI-IN F tNE TO COARSE ( 10000+) 91 1:'1 SANDY CLAYEY SILT WITH PEBBLES, GRAVEL AND SOME COBBLES. VERY HARD ( 10000.) 721:'1 ML GRAD I NG LESS SAND ANO GRAVEL 570 ( 10000.) 260 CI
"'-- BOR ING COMPLETED AT 140.0 HET ON 12-23-70 CAS 1NG USED TO A OEPTH OF 7.0 FEET 560 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 65)
REV. 0 - APRIL 1984
~
c i::: ....
~~~
ATTE:R8E:PG SHEAR STRENGTH DATA
~Z lolj ~
lj -' t), . . . . ~ Ol'I .... oe"l f
~§' ~~ ~
<F BORING 53 1'20 SURFACE ELEVATION 706.4 1'10 DESCRIPTIONS 12.G l1G ~6gg} 91 BLACK ORGANIC CLAYEY SILT WITH OCCASIONAL ROOTS (TOPSOIL)
(5000) 191 DARK BROWNISH-GRAY SILTY CLAY WITH 700 SOME SAND AND GRAVEL. SOME MOTTLING r,r COLOR. STIFF TO HARD
- 27. I 16. 5,10.6 1E,4 11 (4600) 25.
(SOOO) 13. ~~t---1 DARK GRAY SILTY CLAY WITH A Til.ACE 1700 OF GRAVEL COtHA IN ING LAMI/;AT IONS 690 AND THIN SEAl-IS OF SILTY cl'" SMID. 193 111 850 1SOO 1000 8. OCCASIONAL LU1S£$ OF SILTY F'IrJE TO MEDIUM SAND, STIFF 15,0 114 2200 1700 101 680 19.7 11 C 890 2000 1500 91 222 106 13 50 2 SOO 1700 61 61'0 za 5 la 5 10.0 19.6 110 2700 91 2300 14
- 660 19.8 111 700 3500 2100 121 11,4 124 DARK BROWIISH-GRAY SILTY CU,Y 'IIITH 3300 1800 18. SOl1E F I~JE 'TO C)kRSE $;.':0 ':':.0
( 2600) GRAVEL, vERY ST IFF TO HARD 650 1500 19. DARK GRAY SILTY CL~v '.ftT*~ ,: GRAVEL CO'iTAINIUG LAI*II'JAT 2000 15. TH IN SE;';'S OF SILTY r OCCAS lu"':'l. LEi;SES or s , 640 AND GRA"jEl.L Y $,,110, VERY ~,I 23.6 16.1 7.5 15.2 119 3000 22
- 3100 Iii
- 630 3300 11,4 122 3400 620 3400 GRADES MORE SAND 4000 610 PQ 0 21.2 8.8 21.' 106 4200 DARK BRDWt1ISH-GPAY '1::£ TS
""'~II-----1 SANDY CLAY WITH 50;*1£ GP~
(5800) OCCAS IONAl LAYER S OF SILT. HARD 600 (6500)
""'''---1 DARK GR~Y S IL TY CLAY './1 T'" ...
GRAVEL COrHAlnl'lG LM~IUAT TH IN SEAr-'S OF SILTY FI';" :;;:,;). OCC"'SIO'it.L LE::.SES OF SILn S';iW 1&3 110 (5000) AND GRA'jELlY S;;'<O. VERY STIFF 590 BROWN rlNE TO KEDIU~1 :,,.\iW,./I'H TRAce OF S ILT ( 7000) 580'I--I-+-+--t-t---+-----t-----,...---,...--.- , . - (10000+) 570 ( 10000+) ( 10000+) BOP INC \:O~IPLETED AT 14$. <EEl IN 12-28-70 560 CAS INC lJSED fa A DEPTH JF 1',.1' rEFT LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 66)
REV. 0 - APRIL 1984
~ ~ ..... ~~~
ATTEReERG SHEAR STRENGTH DATA
~~,
l rM, r 5
~e £~ :
r ....... c'% ... "'* *** 'Oo ... .:.:;:;,7of$.. C~... 0 .. t<:.13 .... ' t..l '" 0. ... ,.(: __
" . . . . ltO . . . . . . '
i;j ;........
~
.. ><> .... (1 l ' ... **
, V_:~I.s..
~I
."r .,..
\ ..~~ ~ BORING 54 720 ~
a~ SlJRFACE ELEVATION 707.9
*~
<:):&!
7/0 ~~ SYMBOLS DESCRIPTIONS 223 104 1000 3000 7
- 6.
I'l.-Q.L
~ CL BLACK ORGAN IC SILTY CLAY WITH Ror; TS (TOPSOIL)
DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. S()~E TOO MOTTL ING OF COLOR. ST IFF TO HARD (~288) 14.6 120 (4500) 27
- DARK GRAY SILTY CLAY filTH A TRACE OF GRAVEL CONTAIN ING LAl-lI'IAT IONS 2300 2t
- AND THIN SEM'S OF SILTY F!"E SMIO.
OCCAS IONAL LENSES OF S I LiY FINE TO 690 2600 17
- MEDIUM SAND. ST I 1"1" I
SAND SEAMS GRADE Out 17.0 112 2300 17
- 680 2600 15. CL 670 2800 19.
~5~
.~
17.7 113 2700 17. 3000 20 I 660 3300 III ~/ 3.3119 4000 28. DARK BRO~IN ISH-GRAY SILTY CLAY ~IITf-J CH SOflE r INE T0 CC;.rzSE 5A~;O A:;D 650 2&00 26. CL GRAVEL. vERY STIFF TO HARD L>Ar~. Gf"::<Y SILTY CLAYIiITH A TPACE OF GRAVEL CONTAlllrr:G lAr*\INATIC~.S AtW 2800 26 I THill SEM'S OF SilTY FlUE SANG.
~;. OCCAS tONAL LEr*ISES OF SILTY SA~JO AND GRAVELLY SMiD. ','EFI STI::;
640 22 I 16.0 lIe (r~~8) 2600 3000 37. W~1 630 3.6 134 4600 2800 35. ~1~~ CL (2600 ) 3100 38. 620 (4500) 55.
'l:
213 103 4700 (SOOO) 33 *
~i (4200 )
6/0 (55001 66. t BOR ING COMPLETEO AT 100.0 nET ON 12*14-70 CASING USED TO A DEPTH OF 7.0 I 'EET 600 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 67) REV. 0 - APRIL 1984
" TTER8E:RG SHEAR STRENGTH DATA lIMITS
. _. . _.... u- ~~ ~ , .. '. C,,""o' .... '1'1 ('0:> ..... ,.* ...... 0/\ p.".t'o .......
- O'*.CI " .....
'*~*I
, ..... , .....~*" ,.. .,
~.~~:q;. .:; ;: ....
,-, \. " ~~, tlSt ~::,-
l:2 BORING 55
~
T20 ~ \I) SURFACE ELEVATION 708.3 J 8 ~
-J
~ ~
T/O ~~ SYJilBOLS DESCRIPTIONS 1!"'!"'~...."'l!!'l'~~""l"lK..,,'I'!,l'l'!'A'Il'~"""~r"'I"l:"""'~~T'r'l~~""
- 6. ' 93 7 * ...,.,..,..,...,rt..................... (TOPSOIL)
~~I-"::'::'---'l MOTTLED DARK BROO AND BLACK S IL TY 3400 IS. WITH ORGANIC MATERIAL DARK BROWNISH-GRAY SILTY CLAY WITH SOI~E SAND AND GRAVEL. SOME Hi I I 1 (lHgg) (4500) 211 ...~...._--I MOTTL ING CF COLOR. ST IFF TO HARD 2800 lSI DARK GRAY SlUT' CLAYrllTH A TRACE OF GRAVEL CONTAINING LAMIr~ATIONS AND THI:j SEAMS OF SILTY FINE SAND.
690 17.3 112 1l:l00 [I I oeCAS IONAL LENSES OF SillY FINE TO MEDIUM SAND. STIFF 2200 [4
- 680 12.
17.7 111 (ggg) 1600
- 16. GRAD ING W[TH LAYERS OF COARSE SAND AND FINE TO COARSE SAND WITH GRAVEL AND OCCAS IONAL COBBLE 676 670 17.0 112 2400 14
- TO 672 2200 16 2500 P 660 117.9 1112 2l:l00 P DARK BRO',-/'JISH-GRAY SILTY CLAY \-IITH
(~6gg) P sonE F' I~.E TO COARSE SArW AND (4500) P GRAVEL. VERY ST IFF TO HARD IQ.( 123 (~1~8) 3400 P INTERBEDDED WITH GRAY SILTY CLAY 650 p AND DCCAS 10NAL SEAM S IL TY SAND Ill> 119 2400 p Dt.R,; CO.,,] S IL TV CLAI 'JITH A TRACE OF GRAVEL CONU IN irK; LA/1 INA T IONS AND 2500 p TH IN SEA~IS OF SILTY FINE SAND. lal fIE 2400 p OCCASIONAL LENSES OF SILTY S,~ND (i600 ) AND GRAVELLY SAND. VERY ST IFF 640 lqlJU p 126 121 2800 p 1&0 118 (~a~g) 2800 p 2800 p 630 9.3 120 p LENSE OF GRAY S I LTV CL~ EY SAND 2000 p WITH GRAVEL AT 630 DARK BROWNISH-GRAY FINE TO COARSE 1S2 119 4200 3200 p SANDY CLAY WITH SOME GRAvEL. U500 ) OCCASIONAL LAYERS OF SANOY CLAYEY 2600 p SILT. HARD 620 3.7 118 I./IJU p GRADES NO GRAVEL 2700 p DAR,( GRAY SILT! CL.\Y 'dITe, ,l ~~Acr c:: p 17.1 11 S jgS8 p GRAVEL CONTA I fJlNG LAM I NAT IONS AND TH IN SEAMS OF SILTY F WE SAND. (4500) OCCAS IOl'iAL LE'iSES OF S IL TY SAND 6/0 p AND GRAVELLY SAND. VERY STieF (~~6g) 1ll.3 29 (6000) (5000) I I 600 ns 1108 2900 4000
,....1----1 GRAY S IL TV SAND WITH OCCASIONAL LAYERS 551 SM OF BROWN FINE TO MED IUM SAND AND GRAY SILTY CLAY 590 152 I SM GRA6d~~s~~~~t ~~~6~ ~ :t~ ~~~~R W1~~ SOME MED IUM TO COARSE SAND DARK GRAY ISH-BROWI F IrJE TO COARSE I 5.2 142 ( 10000.) [aYd'l SANDY CLAYEY SILT ,vITH PEB8LES.
GRAVEL AND SOME COBBLES. VERY 580 ( 10000.) '- 97/6"" HARD GRADES WITH CLAY ( 10000.) ML 570 ( 10000.) ( 10000.) ( 10000.) 560 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 68) REV. 0 - APRIL 1984
~ ~
i::: k ~
~~tj A TTERBERG SHEAR STRENGTH DATA 8 ~
t..: liM! T S
~~ ~ ...... ....... ...... " ~ ~
l4J ij 560
,--,s",r1 t * .... *l P,_"t
'\
~.uoc..
'J';Z
~B
~p
.r-_"4_~
,:0:'
~~,
C';::;:;;.:~:"
..'9r.
1). .. ,., ... " " ...... , . ' flo:' tI,'."'.& ..... '
\l'{;
<::> ~
~~ SYMBOLS OESCRIPTIONS 550
( 10000) 1641XJ'!! I~'l! I 1'1 ML f--- SP BROWN FINE TO MEDIUt-l SAND WITH OCCAS IONAL COARSE SAND BROlIN VERY FINE SANOY S IL T WITH SOME 102 I! i'l ML CLAY LIGHT GRAY SILTSTONE, SOFT AND FINE 540 GRA INEO, MICACEOUS, VERY THINLY BEDDED. WI TH CLAY SEAMS 89%
., ... GRADING ~RE SHAlEY MASSiVE
- FEWER CLAY SEAMS 530 ...
100".
... OCCAS IONAL TH IN CLAY SEAM BOR I NG COMPLETED AT 186.0 FEET ON 12-11 -70 520 CAS ING USED TO A DEPTH OF 10.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 69 )
REV. 0 - APRIL 1984
~l(..
.. TTERBCRG SHEAR STRENGTH DATA LIMITS
~~ . ~~ ~ ,.. . '.
~~7 I:;:. ~::;: gs ..-.~
C.~.'...... Q. i C.~ *** _ ~ ..
'~
P"f'."b .... ' ** O".~t
-r-rn ..0:. BORING 56 0
SURFACE ELEVATION 7081 T 10 SYMBOLS DESCRIPTIONS 21~ 10L 1500 3000 P' P
- BLACK ORGANIC SILTY CLAY WITH ROOTS (TOPSO IL)
DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEl, SOME (4S00) P, MOTTL niG OF COLOR. ST IFF TO HARD DARK GRAY SILTY CLAY WITH A TRACE 16.) 114 2500 PI OF GRAVEL CONTA IN (NG LAMINAT IONS AND THIN SEAl'S OF SILTY FI',E SAIIO. 690 2200 PI OCCASIONAL LENSES OF SILTY FINE TO MEDIUM SAND, STIFF la.3 112 2950 2800 P. 680 2500 PI 2700 PI 6 TO 2bOU PI 2UO 110 2600 P 2600 P 0 3000 P OCCASIONAL THIN LENSE OF CLAYEY ISO 121 8700 4400 P SAND DARK BROlm ISH-GRAY S IL TY CLAY wiTH 1".9 119 (l~88) (45001 P SOl1E FINE TO CO':'RS~ S;,:~i) AND ( 00) GRAVEL. VERY ST IFC' TO HARD 2200 P 6.'50 11".9 1119 2500 P DARK GRAY SIL"'Y CLAY .... ITH :. T.,ACE Cf 19,4 115 1950 2100 GRAVEL CONTAINING LAt~IN,l,TIONS AND P THIN SEAF,) OF SILTY FI'I£ SAND. 2300 P OCCASIO',AL LEI/SES OF SILTY SAND 6 .." 2400 P AN 0 GR AV ELL Y St-N O. VERY ST IFF P
.~
l'tUU lE.6 118 . (gOO) 2100 P 2400 P OCCASIONAL THIN SAND SEAMS 3000 P BOULDER
,~~~
30 13.4 1 17 3400 P GRADING WITH LAYERS or BROWNISH-3500 P GRAY SANOY SILT wiTH CLAY 3000 P LENSE OF DARK GRAY FINE TO COARSE 1E.5 118 5650 4000 P SAND WITH CLAY AT 627 20 4400 P 2t8 109 3800 P {45001 P 6 10 (SOOO) PI 1SS 120 (4800) PI 600 (5000)
'I .- P, (60001 P' OCCASIONAL LAYER OF CAVEY SILT WI TH SAND 5.90 I PI 1';2 112 3500
( 10000.) II 115161 ..-.1---.1 DA~~Ng~A~~i~~~R~\i~/ ~~J~H T~E~~2i~~
'GRAVEL AND SJrlE CCRBLES. VERY
! HARD 580 ( 10000.) 130 0
( 10000.) 137 l! 5 TO (10000+) 170 I! GRADES LESS CLAY (9500) 85 l! fQSOO) GRADES LESS SAND 560 92 8 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 70) REV. 0 - APRIL 1984
~ ~
1::: ~ ~ a~
~~~
A TTERSERG r- SHEAR STRENGTH DATA
~~ ~ 2 ~
LIMiTS
~ I( ~~ : '1, ...... , cQ ... II""' * * * *
- 1'I ~...~:~;~~ ..... J:I.". .... "l'I'.... r.' O'~."1 alO4._
<::> ~
o~ ..
~~,c: ~
ij ~8 .:;..-
~ , ..... t
~ ~
, d; .~,o: ~, Sf-
." .~, ~r Cii~ SylttlBOLS DESCRIPr/ONS 560 (800al 5011 ML 550 ('f"lf"ltV\.c\ I 47ro'rJ III If ML. GRAY WI TH SOME GRAY ISH-BROWN CLAYEY S I l T WITH SOME SANO AND OCCAS IONAl GRAVEL 1OCY6"!I SP LIGHT BRCWI! FINE SAND WITH SOME SILT
- .Ei::!:iiI L IHESTONE BOULDER FROM 540 TO 538 540 BROWN SANOY SILT WITH SOME CLAY
"~I'h'>r' 40% LlG~~AY~~6. S~~~iT~~1NL~O~tD~~g FINE GRADING MICACEOUS 530 - GRADING SHALEY OCCASIONAL CLAY SEAMS GRADING SOFTER THINNER BEDDING 87"1. :
GRAD I NG /"ORE MASS I \1E
- SL IGHTL Y CARBONACEOUS OCCASIONAL THIN CLAY SEAMS 97"1.
520 GRAD I NG LESS SHALEY. LESS MleA BO RI NG COMPLETED AT 191.0 FEET ON 12-15-70 CAS I NG USED TO A DEPTH OF 8.0 FEET 67C LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 71)
REV. 0 - APRIL 1984
- 7101-+--+----j~J-J_-_+_-_+--_+--_+---'-__+-_f 1000 2000 SYMBOLS BORING 57 SURFACE ELE..-TlON 707.9 OESCRIPrlONS BLACK ORGANIC SiLlY CLAY WI [H RUUIS (TOPSO I L)
DARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GP.AVEL. SOME JOOI---+-+-+-1-a -14 f-10-7+---+----t--S4:-0-0-t--:{6-:-0-0-:0):-1r---r--.... PI MOTTL ING OF COLOR. ST IFF TO HARD 154 I 1~ 3850 (4500) PI (3400) 6901---+---+----.-11--1--............- - + - - - + - - - t - -- - -t---+----i OARK G~AY SILTY CLAY WITH Po. TRACE 250 0 PI OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND. 1.3 1 O~ 2100 PI OCCASIONAL LENSES OF SILTY FI'IE TO MEDIUM SAND, STIFF 6801--+--+--t--t-t--+---+---;m~+---:-:-=--+--+----t 2.211' d~6g) 2200 PI 1900 PI CL 6701--+---+--+-1r-t---1---+---+---:-;:28;-;;-Q';;""0- t - - + - - t p 17.2 114 2700 p 2500 p lal 1 11 dagg) 2600 6601--+---+--+...::....j1-t---1---+--'-':'=::::.k-+--:-:1-=-07"0- t - - + - - t P 2 P 2500 P (5000) P DARK BROWNISH-GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND AND 650 2S1 IS69.5 161 lIB 3800 P GRAVEL. vERY ST IFF TO HARD 2200 p OARK GRAY SILTY CLAy \IITH A TRACE' :F 11.' 1 2~ 3100 P GRAVEL CONTAINING LAMIr,ATIONS AND 2800 P THIN SEAMS OF SILTY I' I '"IF. SAND. OCCAS IDNAL LENSES OF :; i LT( SAND 14.0 11~ (is~8) 3400 P AND GRAVELLY SAND. VERY STI!'F 640'I---+-+---I-+--t----t---+--.I....:.'~L..-..j--:3770:-:0-+----t---t P 23.2 14.48.B I~ f2C 2700 P CL 3200 P I~ 117 3!OO P 6301---+-+---I-+--t----t---+----;-T.410;v0:u:o:--t---t---t P 4400 3900 P
- 2. ' 121 (3000 )
4300 P 4000 P l'!!ol.,..I----i DARK 8ROWNISH-GRAY FINE TO COARSE 620~-+--+--+---lI-+-----lr----t----j--;(4;:-;5;;::0:::10)-t---t--_; P SANOY CLAY WITH SOME GRAVEL. CL OCCASIONAL LAYERS OF SANDY CLAYEY S IL T. P.ARO 17B 111 (5000) PI DARK GRAY S I LiY CLAY" I TH A TRACE OF GRAVEL CONTAINING LAt111olATIONS AND THIN SEAMS OF SILTY FINE SA~D. 610~-+--+--+---lI-+----1I---t----j--;-(6:-:0-0-;0)-t---t-----1 PI OCCAS IONAL LENSES OF S IL TY SAND AND GRAVELLY SAND. VERY ST IFF 1 Soc 11' 7000 (5400) 7000 PI CL 600~-+--+--+-+--+---+---+----;---:(;-;-60::0:-:'OO;-)- t - - - _ j _ - - t 561 BROWN FINE TO MED IUM SAND lENSE AT 599 8.3 134 67 I lENSE OF GRAY ISH-BROWN CLAyEY SAND WITH SOME GRAVEL AT 595 5901--+-+--+-+--+----t---+------t7('-:0-:"007 0:-+7) - t - - - - t ----. 200!4't9 DARK GRAY ISH-BROWN FINE TO COARSE SANDY CLAYEY SILT WITH PE88LES, GRAVEL AND SOME COBBLES. VERY HARO 5,4 (BoOO) l 1 125 I! GRADES WI TH GRAY CLAY 5801--+-+--J-+-+----l---+----t--:(';;:90;:;;0;;:;0')-+--+1----1 IOO/S"1! CLAY GRADES OUT (10000) 135 !'J ML 570 1--+---+--f--1-t----J----t---T-;;-o";;':00;;;:0;;:;0);---t---t----1 64 !I
- 7. ' (10000) 74 I!
560 L-...l-..-l---L--L--L_ _l---_....L.-_ _..L.-_ _' - - - _ " ' - - -_ _ LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 72) REV. 0 - APRIL 1984
*~ ~ ~
t: .... ~lI)
~ ~~~
ATTERBERG l.., SH!:A~ STRENGTH DATA l4,j ~ LIMITS r' . 2~ .. : 1' ...... 1 C ...... ' ***** f l ' I ~...::;-~~~... ....... " ......... O,uon .~ **
~
gg ~~ = n l ij ~I'.~~
~ ~
t..._;
~ , , g<: .!,O': ~, + .~f
-~,-
7:,
~ :'!!.
rn. .0:. SYilfBOLS DESCRIPTIONS GRADES WITH SOME CLAY AND WITH 560 (l cooO! HI:! 11 SAND AND GRAVEL 1'1 1 (lOOOO) ~~ 1: Iii ML 550 (9000) 29~ IOOl!
}
1.lr OCCAS IONAL LAYERS OF GREEN 5 IL T
- LIGHT GRAY SILTSTONE, MICACEOUS, SOFT ,
540 99% HII,1 MASS I VE. OCCAS 10NAl CLAY SEAM JI,::r lltl'[ GRADING lESS MICACEOUS
-f-Il~l 530 GRAD' NG H:lRE SHALE 95",. '
- I'~l
~:~:: :
"!1"
"'0.
BORING COMPLETED AT 186.0 FEET 520 ON 12-10-70 CASING USED TO A DEPTH OF 7,0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 73) REV. a - APRIL 1984
~~
A TTER8ERG r* SHf.R STRENGTH DATA
~i- ~! :
LlMIT& l(
,.- ~ .. ""-'-
>~ !'f ...... l
"'.!,"i
(:1) . . . . . . . . . '" I ~.:::':'.:::" ~., Q"."l._.'
~ BORING 58
~ ~ ~ ~t ~ ~~,
M'
~
T2u a 13 SlIIfFAC£ ELEWATIOIf 709.<4
~
~ ~
~ ~ SYMBOLS DESCRIPTIONS TIO 2000 BLACK. ORGANIC SILTY CLAY WITH ROOTS
~ 1 (TOPSOIL) 19,2 106 2200 I~ 1 OARK BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOME I,,,,,,, 181 MOTTLING OF COLOR. ST IFF TO HARD i'OO DARK GRAY SILTY CLAY WITH A TRACE 12.7 122 2500 16. OF GRAVEL CONTAIN ING LAMINAT IONS AND THIN SEAMS OF SILTY FINE SAND.
OCCAS 10NAL LENSES OF SILTY FINE TO "nn MEDIUM SAND. ST IFF 690 10
- 1900 91 11 1;.7 11 'lnn 91 680 CL 2400 20.
1<;00 91 67'0 19.9 lOll 2500 II
- 660 I' 191 DARK BROWNISH-GRAY SILTY CLAY ~fITH 4000 SOME FINE TO COARSE SAND AND 154 118 (2600) 4300 201 GRAVEL. VERY ST IFF TO HARD
,4nn 11
- DARK GRAY SILTY CLAY WITH A TRACE OF 6!JO GRAVEL CONTAINING LAMINATIONS ANO THIN SUMS OF SILTY FINE SANO.
3200 23. OCCAS 10NAl LENSES OF S ILTV SAND AND GRAVELLY SAND. VERY ST IFF It.B lie ~lnn 201 CL 2800 29. 6:= 16.611 ll:nn 24 1 3700 321
~1WlI!----t DARK BROWN ISH-GRAY FINE TO COARSE 4'00 33 1 SANDY CLAY WITH SOME G"lAVEL.
62C OCCASIONAL LAYERS OF SANOY CLAYEY Sill. HARD 1';.8 12' (soool ~2
- DARK GRAY SILTY CLAY WITH A TRACE OF (5000) 381 GRAVEL CONTAIN ING LAMINATIONS AND 610 THIN SEAMS OF SILTY FINE ~ANO.
OCCAS :ONAL LENSES OF S J LTY SANO AND GRAVELLY SAND. VERY ST IFF BOR ING COMPLETED AT 100.0 FEET 600 ON 12-11-70 CASING USEO TO A DEPTH OF 7.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 74) REV. 0 - APRIL 1984
~~
A TTERBERG SHEAR STRENGTH DATA
,1 l'
LIMITS
.~ - ...... I.'
l4...
- =~
=+i"
--:= ~8 ~~ ~
1", . . . ,.> , .....' ....... c!';"::~:~~** ..._f~
. o ... ~~ ...... ,
_--=:. 7 2u l'_t
\ \ \ T ~I -J: .~I ...,...' ~~ ::z
~
BORING 59 SI.IRf'"ACE ELEW4TION 708,8 a~ ....,
~,
7/0 ~ ~ SYMBOLS OESCRIPTIONS 1000 9 I ~!l!!r-~""'~B~L~A~C~K~O~R"'G~AN~IC~S~IL-:T~Y~CL"'A!'"Y!""""!'W~'T~H"'"':!'RO!"O!"'!T!"'!S-'" 26~ 94 1500 51 DAF\~T~~~~~~~H_GRAY SILTY CLAY WITH SOME SAND AND GRAVEL. SOME I-'OTTLING OF COLOR. STIFF TO HARD 700 5UUU III BRCWN SANOY SILT WITH SOME GRAVEL BROWN S IL TV SAND IS 117 2700 16 I DARK GRAY SILTY CLAY WITH A TRACE OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND. 690 3000 1<4 I OCCASIONAL LENSES OF SILTY fiNE TO MEDIUM SAND. STIfF 2600 14 I 680 1~5 115 ( 2700) 2800 14 I 2400 121 19.1 110 (2000) 1988 670 2700 13 I LENSE OF BRGiNISH-GRAY CLAYEY SAND WITH SILT AHD OCCASIONAL SILTY III CLAY POCKETS AT 670
'&9 13-4 5.5 13,1 ,6 2000 GRADES WI TH SOME SAND AND 660 2800 151 OCCASIONAL GRAVEL 13.2 120 5100 211 DARK BROWNISH-GRAY SILTY CLAY WITH (800) 3600 SOME F IHE TO COARSE SAND AND GRAVEL. VERY ST IFF TO HARD 650 2500 191 DARK GRAY SILTY eLA'! vllTH A TRA.Cr: OF 2800 191 GRAVEL CONTAINING LAMINATIOI-lS AND TH IN SEAMS OF SILTY FINE SAND. -~ ... "" "'" Ill.] 117 4450 2400 20 I OCCASIONAL LENSES OF SILTY SAND AHD GRAVELLY SAND. VERY STIFF 0050 )
2200 20 I 630 201 3000 1lj,9 119 2400 22 I
~~nn 620 261 21.1 105 (5366 I (6000) 281 DARK BROWNISH-GRAY F !NE TO COARSE
/r.nnnl SANOY CLAY WITH SOME GRAVEL.
6/0 OCCASIONAL LAYERS OF SANOY CLAYEY SILT. HARD DARK GF\AY SILTy C.. AY \,wr:-i A Tl'tACr: OF GRAVEL CONTAINING LAHINATIONS AND THIN SEAMS OF SILTY FINE SAND. 12.3 123 {l~gg\ .... "'.. '" OCCAS IONAl LENSES OF SILTY SAND 600 97. AND GRAVELLY SAND. VERY STl FF (80001 1$ . . . . . . . I-~-fg=~~ ~~~~NT~L~~~~S~IC~NeI1~T~,~~An~0 GRAY BROWN SILTY SAND WITH 5CME SMALL 6.6 143 ( 100001 GRAVEL 5.'90 DARK GRAY ISH-BROWN FINE TO COARSE 170l6'Il SANOY CLAYEY SILT WITH PEBBLES, ( 10000.) GRAVEL AND SOME COB8LES. VERY HARD (,nnnn ,\ 14Ot6'I 580 ML ( 10000.) gcW'l DCCAS IONAL LAYER OF SILTY CLAY
',nnnn ,\
5 70 BOR I NG COMPLETED AT 139.0 HET ON 12-9-70 ( 10000.) CASING USED TO A DEPTH OF 8.0 FEET 0 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 75)
REV. 0 - APRIL 1984
~
A TTERBERG SHE.AR STRENGTH l( llMfTS
~
~~
.......... is:~ ,. ~~:
,0 T.,**** ' c ..... ~ ***'**
I <!"::.:~:';.~:. --. ...... -.... DATA O".-r1 .MIll' BORING 60
\"'_1 .......
d:'j,di ~I 3- ,,~, -~~ ,;;::. ::. 1'20 " " " SURFACE ELE ...TION 710.4 SYMBOLS OESCRIPTlON5 7 10 1400 BLACK ORGANIC CLAYEY SILT WITH OCCASIONAL ROOTS (TOPSOIL) 3300 DARK BROWNISH-GRAY SILTY ClAY WITH SOME SAND AND GRAVEL. SOME MOTTLING nF COLOR. ST IFF TO HARD 3400 14 I 7'00 """1-----1 DARK GRAY $ILTY CLAY WITH A TRACE 2a4!95 1750 1000 1800 10 I OF GRAVEL CONTAIN ING LAMINAT IONS AND THIN SEAMS OF SILTY FINE SAND. OCCASIONAL LENSES OF SILTY FINE TO 3800 19 I MEDIUM AND. STIFF 690 17.2. 115 dggg) 1800 101 GRADES WITH LESS SAND AND GRAVEL WITH OCCAS lONAL LENSE OF GRAY MED IUM TO COARSE SAND 168 11.1 17.6 111 1700 III GRADES /o()R£ SAND 68'027.9 la9 112 1220 I500 1650 91 1650 17.6 113 ( 1200) 1800 91 GRADES LESS SAND 6 70 la2 115 70S 3000 1700 101 2600 131 0 22.E 107 2600 121 DARK BROWNISH-GRAY SILTY CLAY WITH 3S00 241 SOME F IN£ TO COARSE SAND AND 6.'50 GRAVEL. VERY ST I FF TO HARD 23..9 13. 3 10.6 1':>3 118 3500 16 I DARK GRAY SILTY CLAY 'diTH A Tl',ftCE CF GRAVEL CONTAINING LAMINATIONS AND 1505 117 2600 161 TH IN SEAMS OF SILTY FINE SANO. 40 OCCASIONAL LENSES OF SILTv SANO AND GRAVELLY SAND. VERY ST IFF 1800 15 I 1~7 119 2600 161 6.'30 3300 231 23.8 15.8 8.0 2700 17
- 6.20 ""''''1---1 DARK BROWN ISH-GRAY FINE TO COARSE SANOY CLAY WITH SOME GRAVEL.
OCCAS 181lAL LAYERS OF SANDY CLAYEY 124 123 3300 261 SILT. HARD
~---f DARK GRAY SILTY CLAY WITH A TRACE OF 4400 301 GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SAND.
6 10 OCCAS 10NAl LENSES OF S!LTY SAND (55001 441 AND GRAVELLY SAND. VERY ST IFF
~I---+ DARK !rnOWN ISH-GRAY r I NE TO COARSE SANOY CLAY WITH SOME GRAVEL.
ISS 115 (S500I 361 OCCASIONAL LAYERS OF SANDY CLAYEY 600 SILT. HARD (6000} 391 OARK GRAY SILTY CLAY YlITH A mACE OF GRAVEL CONTAINING LAMINATIONS AND THIN SEAMS OF SILTY FINE SA:-JO. OCCASIONAL LENSES OF SILTY SAND ISlE 106 (50001 AND GRAVELLY SAND. VERY ST IFF
'90 1271 W---:::':';'o-f BROWN ISH-GRAY MED luM TO COARSE SAND I DARK GRAY ISH-BROWN FINE TO COARSE SANOY CLAVEY SILT WITH PEBBLES.
( 10000+) I GRAVEL AND SOME COBBLES. VERY HARD
'0 (10000.) 135 rlI ML
( 10000+) 17OI8"rlI 5 70 (10000+) In l! BORING COMPLETED AT 144.5 FEET ON 12-22-70 560 CAS ING USED TO A DEPTH OF 10.0 FEET LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 76) REV. 0 - APRIL 1984
- 705 700 SHEARING STRENGTH IN LSs./SaF'T.
6000 5000 4000 ~OOO 2000 1000 I 0 BORING 61 SURFACE ELEVATION 7008 SYMBOLS OESCRIPTIONS DARK BROWN ORGANIC CLAYEY SILT WITH SOME SAND ANO ROOTS-TOPSOIL 16" BROWN S I LTY CLAY 101 I TH SOME SANO ANQ TRAC E 177-t.-1I4 OF" GRAVEL i GRADES TO f'OTTLEO BROWN AND GRAY 695 I I 1'5.7%-118 T I 9000 GRADES TO GRAYISH-BROWN WITH ~RE GRAVEL 690 16.5-t.-1I4 27
- GRAY S IL TY CLAY WITH SOME SAND ANO GRAVEL 1/2 INCH BROWN SILT LENSE f7.4-t.-114 685 18.
680 I 1'7.5*/.-114 I 10 I
...... 675 19.9-t.-III 9 I OCCASIONAL F" ItiE SANO LENSES ~
l(
~ 670 22.7-t....106 10 I ~
I
~
OCCASIONAL SILT LENSES
~ 665 9 * ~ ~
GRAOES wITH LESS SAND AND GRAVEL 660 27.7-t.-96 III GRAY VERY SILTY CLAY WITH SAND AND GRAVEL 655 14.6%-120 15
- GRAY S IL TY CLAY WITH SOME SANO ANO 650 16.8'>'.-117 13. GRAVEL 645 130 640 635 16.8".-1I~ 14.
630 15. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 77)
REV. 0 - APRIL 1984
- 630 625 SHEARING STRENGTH IN LSS./SO.FT.
6000 5000 4000 3000 2000 1000 0 OESCRIPrtONS 620 6/5 185%-1104 GRAY S lL*n CLAY GRAY SILTY CLAY WITH SAND AND SOME GRAVEL 12f%-12!l 600 GRADES WITH LESS SAND AND OCCASIONAL SILT LENSES 595 13.2%-lIe 6 INCH LAYER OF F lNE TO COARSE SAND 590 17.~.-114 WI TH SOME GRAVEL BROWNISH-GRAY SILT WITH SOME CLAY 585 BOR ING COMPLETED Ai 116.5 e'EET ON 7-9-71 580 CASING USED TO A DEPTH OF 10.0 FEET WATER LEVEL RECORDED AT A DEPTH Of 35 FEET ON 7*14- 71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 78)
REV. 0 - APRIL 1984
- 7/5 7/0 SHEARING STRENGTH IN Lss/san 6000 5000 4000 3000 2000 1000 0 BORING 62 SURFACE ELEVATION 7121 O£SCRIPTION$
DARK BROWN ORGAN IC CLAYEY S IL T WITH 50ME SAND AND ROOTS-TOPSO IL 14" BROWN S I LTY SAND WITH GRAVEL I i MOTTLED BROWN AND GRAY SILTY CLAY WITH 24,0"/.-105 SOME SAND AND GRAVEL LIGHT BROWN CLAYEY SILT WITH SAND AND FINE I GRAVEL 705 18,z-t.- 15. MOTTLED BROWN AND GRAY S IL TY CLAY WITH TRACE OF SAND AND GRAVEL BROWNISH-GRAY CLAYEY SILT WITH SAND AND 200 FINE GRAVEL 700 PI GRAY slt~~P~~~E:W~I~O:~S~lSiN~1TH A TRACE OF FINE GRAVEL I GRAY S I LTY CLAY 25.S*I.-1I0 lSI 695 I I
\ II L.l:44. 2,P.1: 19.2.PJ.-25.0 10.
I I 690 I GRAY S IL TY CLAY WITH SAND AND SOME GRAVEL 1!5.4~.-121
...... 685 ~
l( GRADE S wITH I-{)RE GRAVEL 13.1%-124 10 I
~ 680 GRADES WITH LESS SAND AND GRAVEL ~
t:::: 20.5~.... 109 III GRADES WITH H:lRE SAND AND GRAVEL
~ 675 4.J ~
198/.-/12 10 I 670 OCCAS IONAL S III LENSES I 18.9%-111 III 665 19.1'Y..-1l3 13. 660 GRADES WiTH LESS SAND AND GRAVEL 14. 655 IS I GRAY SILTY CLAY 650
- 25. GRAY S IL TY CLAY WI TH SAND AND SOME GRAVEL 645 221 GRADES WiTH LESS SAND 640 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 (SHEET 79)
REV. 0 - APRIL 1984
- 640 635 SHEARING STRENGTH IN LS$./san:
6000 5000 4000 3000 2000 1000 OESCRIPTIONS 630 23. 625 23. 620 I I 6/5 GRADES WITH aCCAS IONAl SAND lENSES 301
~
6/0
~ ~ 10015"1 ~ 605 ~ GRADES WITH /1}RE S Il T ~ ~ 600 ~
Gj 56. SAND AND GRAVEL GRADE OUT 595 I 113. I BROWN ISH-GRAY SIl TY FINE TO MED IUM SAND WITH TRACE OF GRAVEL 590 16311 BROWN 1SH-GRAY SANOY SILT WITH SOME CLAY AND TRACE OF GRAvEL 585 12". 580 I 16211 GRADES WITH lESS SAND 575 98 II 570 12211 565 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 80)
REV. 0 - APRIL 1984
- 565 560 SHEARING STRENGTH IN LSs./san:
6000 5000 4000 3000 2000 1000 0 DESCRIPTIONS OCCAS rONAL SANO lENSES GRAY ISH-BROWN CLAYEY S III WITH SOI1E SAND AND GRAVEL 555 GRADES TO GRAY t-;j 550 l(
~ GRAY ISH-BROWN SANOY S IL T WITH lENSES OF GRAY SILT ~ 545 ~ ~lij 540 GREENISH-GRAY HIGHLY WEATHERED MICACEOUS S rL TSTONE WITH SANDS TONE PAR T I NGS ROO PERCENT GRADES TO GRAY AND /"ORE COHPETENT WI TH DEPTH 7%
530 28% LIGHT GRAY SL IGHTLY CALCAREOUS !'"ROM 182.5 TO 183.5 FEET 525 BOil. ING COHPLETED AT 185.0 !'"EEl ON 7-20-71 CAS ING USED TO A DEPTH OF 15.0 FEET WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 81)
REV. 0 - APRIL 1984
BORING 63 SURFACE ELEVATION 714.5 SHEARING STRENGTH IN LSs./San: 6000 5000 4000 3000 2000 1000 0 7/5 OESCRIPTIONS DARK BROWN ORGANIC CLAYEY SILT WITH SOME SAND AND ROOTS -TOPSO IL 21" 81 DARK BROWN SILTY CLAY WITH TRACE OF SAND 7/0 1"-3.9%-102 12. GRADES TO MOTTLED BROWN ANO GRAY 24.7"1.-101 GRADES TO GRAY ISH-BROWN WITH OCCAS lONA 19 I LENSES OF SAND AND GRAVEL I I I GRADES WITH M:lRE SAND AND SOME GRAVEL 705 *L.l.-15.8 PL.-IO.S P.I.-!U 13.8 0/0-137 27 I GRAY S IL TV CLAY 700 I~i 695 24.9.,....-100 151 690 I \ IL.l:20~. Pl'2. 5j>,"to GRAY S I LTV CLAY WITH SAND AND SOME GRAVEL GRADES WITH LESS SAND 685
..... 18.8"1.-112 161 ~
l( 680
~ ~ ~
675
~ 20.7"10-105 III ~
Lj 670 185"10-112 la. 665 19.'. 112 14. 660 ! 28.6%-104 301 GRAY SILT GRAY S IL TY CLAY 655 20. 650 BROWNISH-GRAY SILTY CLAY WITH SAND AND 15J"f.-120 26. GRAVEL 645 17.4%-116 211 GRADES TO GRAY WITH LESS SAND AND GRAVEL 640 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORl
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 82)
REVo 0 - APRIL 1984
- 640 635 SHEARING STRENGTH IN LSs,/SaFT.
6000 5000 4000 3000 2000 1000 16.5OJ.-1I6 IXSCRIPrfONS I 630 OCCAS IO~AL COBBLES 625 16.9*/..... 116 16.5*/.-117 6 INCH LAYER OF SAND GRADES WITH LESS SAND AND GRAVEL GRADES WITH /-'ORE SAND,GRAVEL AND OCCASIONAL FINE TO MEDIUM SAND 610 LENSES 9.6"4-131 605 19.2"1.-111 OCCASIONAL SILT LENSES I GRADES WITH LESS SANO AND GRAVEL 600 595 BOR ING COMPLETED AT 116.5 FEET ON 7-13-71 CAS ING USED TO A DEPTH 0" 10.0 FEET WATER LEVEL RECORDED AT A DEPTH OF 34.5 FEET ON 7-16-71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 83)
REV. 0 - APRIL 1984
BORING 64 SURFACE ELEWitTION 714.1 SHEARING STRENGTH IN LS$./SaFT. 6000 5000 4000 3000 2000 1000 7/5 OESCRIPTIONS DARK BROWN ORGANIC CLAYEY SIL T WITH I I I 1 6
- SDME SAND AND ROOTS
- TO PSO I L 16" BROWN SILTY CLAY WITH TRACE OF SAND AND GRAVEL 7/0 ~c2-2o.6O/.-10'" 71 BROWN SILT WITH SOME CLAY SEEPAGE WATER AT 5.5 FEET I I \ I 4500-22.4%-105 III I I I I BRDWN AND GRAY vERY FINE SANDY SILT WITH 705 TRACE OF CLAY i888- 17.:3 %
-115 18 I BROWN AND GRAY SILTY FINE TO COARSE SAND 700 I J "PAY SILTY CLAY 19.1%-110 12.
695 1 286 %-96 13.
! eCASIONAL FINE TO MEDIUM SAND 690 ENSES 13.
685 GRAY S IL TY CLAY WI TH SOME SAND AND (,RAVEl 17.0"10-115 \0 I I--.
~
l( 680 10.
~ ~ 675 18.6"fo-113 10.
i::::
~ I I.lJ I 670 ~ 13.4 "fo-I/8 10 I 665 204°/,-110 12.
GRADES WITH I-1')RE SAND AND GRAVEL 660 14
- I GRADES WITH LESS SAND AND GRAVEL 655 II
- 650 BROWNISH-GRAY SILTY CLAY WITH SDME SAND AND GRAVEL 16.3"10-116 GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 645
\6.0%-115 14
- 640 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 205-19 LOGS OF BORINGS (SHEET 84)
REV. 0 - APRIL 1984
~
~
a~ SHEARING STRENGTH IN LBS./SQ.FT. 6000 $000 4000 3000 2000 1000 0 -~
~~
q:~ SYMBOLS DESCRIPTIONS 640 17. 635 I 16.7".-116 17. I 630 I 19. 17.5.,..-115 13. 23. 20.4.,..-110 33. GRADES WITH t-tlRE SILT, SAND AND GRAVEL 6/0 to. 605 BOR tNG .COHPLETED AT 106.5 FEET ON 7-16*71 CASING USED TO A DEPTH OF 10.0 FEET WATER LEvEL NOT RECOROED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 85)
REV. 0 - APRIL 1984
- T20 T/5 SHEARING STRENGTH IN LSs./SaFT.
6000 5000 4000 3000 2000 1000 26.0"/.-99 0 13 I BORING 65 SURFACE ELEVATION 7153 DESCRIPTIONS DARK BROWN ORGAN I C CLAYEY Sill WITH SOME ROOTS -TOPSOIL 12" BROWN SILTY CLAY WITH TRACE OF SAND AND I ORGAN IC HATTER 24.~/_-IOO el T/O GRADES TO KlTTlED BROWN AND GRAY WITHOUT ORGAN IC MATTER 19.6-/_-122 201 GRADES TO BROWN WITH TRACE OF GRAVEL T05 22 I GRAY S IL TY CLAY WI TH SOME SAND AND TRACE OF GRAVEL OCCASIONAL SilT LENSE TOO 22.0".-107 I 695 25.3".-99 14 " GRAY S I L TY CLAY 16.1".-116" 16. GRAY S IL TY CLAY wITH SOME SAND AND TRACE OF GRAVEL 13 I I GRADES WITH KlRE SAND AND S I L T GRADES WI TH LESS SAND AND S Il T 21.2".-101 12
- 675 II' GRADES WITH KlRE GRAVEL I
670 ! I&W.-1I2 16. I I 665 14. GRADES WI TH lESS 0 AND AND GRAVEL 660 14 a 655 17
- OCCAS IDNAl LENSES OF SAND AND GRAVEL 650 25.9%-99 Ie I SAND AND GRAVEL GRADE OUT BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 645 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 86)
REV. 0 - APRIL 1984
~
~
a~ SHEARING STRENGTH IN LSs./san: 6000 5000 4000 ~ooo 2000 1000 0
~~
~ ~ SYM80LS DESCRIPTIONS 645 16.0".-116 33.
640 GRAY S IL TY CLAY WI TH SOME SANa AND GMVEL 18 I 635 15.1%-118
~ 630 I.( 18 I ~ ~ 625 16.6."....119 i:': § ~ ~ 620 241 oeeAS 10NAL LENSES OF SAND 615 1S.1".-1I9 271 SAND AND GRAVEL GRADE OUT 610 605 12..3%-129 GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL BORING COMPLETED AT 112.0 FEET ON 7-22-71 600 CASING USED TO A DEPTH OF 10.0 FElT WATER LEVEL RECORDED AT A DEPTH or 21.3 FEET ON 7-30-71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE .2.5-19 LOGS OF BORINGS (SHEET 87)
REV. 0 - APRIL 1984
~
i:: k
~~~
ATTER6ERG SHEAR STRENGTH DATA
~ ~
LIMITS
~~.
is i~ ~
'1'., **.* ' c......._......... r .f::.:~::..~:. . ",_... 1... _ .... , o,* .. c~ .......
.... iOfi"l
~ y l, ....... ~'.t
\ '\ '\ ~, 3- ,SI T
' r V
10,,1 720 ~ BORING 66
~ SURFACE a~ ELEWATION 705.7 710 *~
()~
~~ SYMBOLS OCSCRIPTIONS
- .J.:.J..:..J.i Ol IlI.AC~Q8~~A~IYo~~OlC :> 11.1 W IIH ,UMt 1'0 TT~Hc~R8~NS ~~8 ~~~Y G~A&ll 700 4nnn 16. :J!!JZ CL CLAY' ITH
~
GRAY GHbt~ CLAY WITH TRACE OF SAND AND 4000 18 I 690 n9 105 2460 2000 8 I I CL GRADES TO BROWN I SH -GRAY I 9a1 680 2<;00 9. 12 aI VI!/I BROWNISH-GRAY SILTY CLAY I CL 670 1219 96 2380 2500 81 1011 I 6 INCH LOISE OF GRAVEL I BROWNISH-GRAY SILTY CLAY WITH TRACE OF lSI 11:0. 47"'0 . ~<;()n 14. SAND AND GRAVEl. 660 17 Q CL
~
BROWNISH-GRAY SILTY CLAY WITH OCCASIONAL 24.l1 104 3000 13 I GRAVEL 650 151J !' II/~; CL 2500 16.
~ X;;,
1//1 640 1/%- 31 Ii GRAYISH-BROWN SILTY CLAY WITH SAND AND
"""""'-CL SOME GRAVEL 1/;/ BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 18.7 115 2200 14 * ~r
}ffi 630 23 Ii !;//r W;;
0;.
~OOO
~fi I
16 I 620 CL 17.1 tl8 3000 PI ~ OCCAS 10NAL LENSES OF SANO 610 15.! 119 3900 3000 PI~ 600 115 tl6 3500 3000 4500
*°1 PI PI /;';
BOR ING COMPLETED AT 'IC.O FEET ON 3-24-72 CASING USED TO A DEPTH 01" 10.FT. 590 GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 88)
REV. 0 - APRIL 1984
~
i::: I-..
~~~
Jl TnU~.EFlG r- SHEAR STRf:NGTH DATA
~i-LIM,.,.$.
14,1 L&.. ~~ " r, .**.* ' c ...........,... ,y;.;:~~:.::.. * ............. 1 ** ':,;.** **r./Oo....
~ , ~'J-:::
; t
~~.!,-~ .:I~
t.._ 1
.. .. ". ":t .~f '"r 120 I ~ BORING 67 7/0 ~
ar:: SURFACE ELEVATION 69'.5 i'OO ~I SY",60LS
'\JlL BLACK DESCRIPTIONS ORGANIC CLAYEY SILT - TOPSOIL 690 1255 99 16.2 115 8150 2200 5000 88 248 140 I CL MOTT'r&~dR~NS:~8 jMY GH~n
?~A9~~T~E~UYJ~HGR:e~~
CLAY WI TM BROWNISH-GRAY S IllY CLAY WITH TRACE OF' SAND AND GRAVEL 680 2500 17 II 314 15.0 16.4 16.6 117
~U\<'\
158 17 II If GRADES WITH HORE SAND AND GRAVEL 67'0 ~
/, CL
/
I&.7 115 2840 ZSOO 10. 1811 660 120 2000 1711 6!JO GRAY I SH -BROWN S I l TV CLAY
....-~-
~ 98 1925 2500 108 1511 I
'lIh CL GRAY S IL TV CLAY I TH SOM( SAND AND GRAVEl
~
',I M 119 4800 3500 18.
21 tJ 6.JO ~ CL I 3000 130 2011 620 230 3000 2511
~Rj~~3:~~PlETEO AT 82.5 FEET CASING USED TO A DEPTH OF' 10 FT.
6/0 GROUND WATER lEVEL NOT R£COFlOEO LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 89 )
REV. 0 - APRIL 1984
~
i::: ....
~~~
A TTERBlORG SHEAR STRENGTH DATA
;~~.....
s is . LIMIT l( ~::.;:;;;.::" I.a.J
~~ T, ...... , c~,..,.' ** l,<)" **".. ,,/:l..... ,.' O".r:!!".'
~
~ ,..,'
'I, ..
""""'.~
'I,
.. ~~ f T ~I
-?y-
~~I
~~
r
' ~
,....~
** 1 720 710
~ BORlN668
~ SURFACE ELEVATION 693.6 7VO a~
-.J
~,
qf ~ Sy, 'BOiS OCSCRIPTIONS 690 1800 5. ;
~.
'" OL CL CL BLACK ORGANIC CLAYEY SILT WITH Roar)
-Torso IL MOTTf~2c~Rg~NFtN~ g~~~EtILTY CLAY WITH BROWN ISH-GRAY S IL TY CLAY 23.S 100 2460 2500 12 * ..1,..0.,oI---l 7;,7;~'J GRAY SILTY CLAY WITH SOME SAND AND 680 ;i; 'I GRAVEL
~!~
4500+ 670 l~ VII!/;
'**1
"' ;///
14.7 109 1500 GRADES TO BROWNISH-GRAY WITH LESS SAND AND GRAVEL CL 660 1 16.6 115 1930 2750 161
....-... 14.1 119 1820 3750 I 6 INCH LENSE OF GRAVEL W
Ib! """......"""""'s:"::p......-l GRAY FINE TO MEDIUM SAND BROWNISH-GRAY SILTY CLAY 2000 \~8 ~ I CL
- 630 620 17.3 117 3500 3000 P
- 20 II 14
- 21 II
~
~~1;
~......
r//; i1: CL GRAY SILTY CLAY WITH SOME SAND AND GRAVEL
~S;;;.;.,;;W-l FINE TO COARSE SAND WITH SOME GRAVEL GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 9 INCH LENSE OF SAND AND GRAVEL 12 INCH l[NSE OF SAND AND GRAVEL 610 f9l 113 4500 .. 16
- i 35 II CL GRADES TO BROWN ISH*GRAY WITH OCCASIONAL SEAM OF SILT I
600 4000 19. GRADES WITH LESS SAND AND GRAVEL 32 II
~.
'1/1 BROWNISH-GRAY FINE SANDY SILT 590 IS-I 123 168. fill ML IIII11 GRAY CLAYEY S IL T WITH SOME SAND AND 580 I 31. 1 1/111 ML GRAVEL lENSE OF BROWN FINE SAND 3811
~/j 1J;l BROWNISH-GRAY SILTY CLAY WITH OCCASIONAL F' NE GRAVEL
~ CL I
4500+ 66. 570 63 II SP GRAY FINE TO MEDIUM SAND g!~ CL GRAYsl~bPsTt~Y wITH SEAMS OF FINE 560 SP LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 90)
REV. 0 - APRIL 1984
- 5501----+--+..---1f--f--f----+---+---+---t----+---I SP
~! ..,..,.,~~M..;.;IL;;,.."j GRA\~:~~~
DESCRIPTIONS BROWN FINE TO MED I UM SAND GRADES WITH SOME GRAVEL SILT WITH TRACE OF FINE BROWN Fl NE SAND WI TH TRACE OF SILT 15014"0 5401--+--;.-_+_-+~--_+_--_t__-_+_-_t_ _ _t_-_I150/6"Q SP GRADES TO GRAY ISH-BROWN 150 II GRAY FINE TO MEDIUM SAND WITH SOME COARSE SAND AND F I HE GRAVEL 5301-+--+--+-+-+--!----f---+---!---f----J SP 175/6"1J GRADES WI TH LESS COARSE SAND AND FINE GRAVEL 5201--+--+--+-+-+---+--+-----+---+---+--1 BROWN AND GRAY FINE TO COARSE SAND WITH SOME GRAVEL 1851J GRADES WITH COARSER GRAVEL 5/01--+-+--;-+--t---+----t----;--~_+--+_-........ IOO/!"I .....
~
~--t DARK GRAY S I LTSTONE *HI GHL Y WEATHERED AND MICACEOUS
~ GRAY SILTSTONE,MICACEOUS 78,.. ~
t=:=- 5001--+--+-+-+-+---+--t---+---+--+---I ..1'==.::....._ .... ggR!~~0:9~PLETED AT 195.0 FEET CASING USED TO A DEPTH OF' 10 I"T. GROUND WATER LEVEL NOT RECORDED 490 ........1...-1-.............--.1.--.......--.1.----'-----.... LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 91) REV. 0 - APRIL 1984
~~
A TTERBERG SHEAR STRENGTH r* DATA LIMITS ~l I,(
,~-
""_t,,, ...__ ;~
00
.. ~~ -;
O£ ~ y" ** >** CO_.' ** \11 . . . . C:':':7;:'~:. ,... .... h ..... ,., O ... "l SM.'
~ ~
, tv ~.~;&t ,::, :t ~Sj
-~,~ IT' T 20 7/0
~ BORING 69
~
a ~ 700 SURFACE ELEWATION 691.3
*~
()~
~ ~ DESCRIPTIONS 690 9.
BLACK ORGAN IC CLAYEY Il I
-TOPSOIL MOTTLED BROWN AND GRAY S IL TV CLAY wi T'i 57 22.4 34.6 27.6 97 3000 TRACE OF' SAND, GRAVEL AND ROOTS GRADES TO GRAY ISH-BROWN 12.9 126 ttOI1 121 GRAY SILTY CLAY WITH TRACE OF' SAND AND 680 FINE GRAVEL 1800 12 I GRADES TO BROWN ISH-GRAY
- 17 II 6~
9. 19 m GRADES wITH lESS SAND AND GRAVEL 660
~.3 14.7 15.6 17.9 114 3000 13.
17 II
---.,.".... 18.2 110 2630 3000 16. BROWNISH-GRAY SILTY CLAY 1611 -~
124;7 99 2280 2500 12. 19 tI SEAM OF FINE SAND 630 4500 211 BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 17 II 620 16 a 27 II 6/0 164 112 4000 16 I 22 II GRAY S IL TY FINE SAND 600 5500 ~:rrt'j""""n...;;....-, BROWNISH-GRAY SILTY CLAY WITH TRACE Or SAND AND GRAVEL ANO OCCAS 10NAL SEAM OF Sill BROWNISH-GRAY FINE SANOY SILT WITH TRACE 59~ OF GRAVEL AND OCCAS 10NAl SEAM. OF FINE SAND LENSE OF GRAVEL BROWNISH-GRAY SILTY CLAY WITH TRACE OF SAND AND GRAVEL 580 16.3 121 6000. I 106
- 59 II 570 177 114 I 160
- GRAY FINE SANOY SILT GRAY FINE TO I1EDIUH SAND SP 560 40.
37 II CL SC BROWNISH-GRAY SANOY CLAY WITH SilT AND TRACE OF GRAVEL LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 92) REV. 0 - APRIL 1984
- 5501---+--+---l--lf---iI---+--:---+---+----+---i----I (78) (;I DESCRIPTIONS 6 INCH LENSE OF GRAVEL GRADES WITH KJRE GRAVEL BROWN SILTY FINE TO COARSE SAND WITH GRAVEL AND DC CAS 10NAL LENSE OF CLAYEY SILT GRAY PINE TO MEDIUM SAND WITH TRACE OF Sill 5401---+--+---l--lf----11----+---+---+----4---i----I SP (71) CI GRADES TO FINE SAND wiTH "
~TE~SIONAl FINE GRAVEL AND LE~S 5301---+--+----+--+--+--+----+---+---+---+-----1 GRAY FINE TO MEDIUM SAND wITH SOME SILT, COARSE SAND AND GRAVEL (84111 SP 5201---+--+----+--+--+--+----+---+---+---+-----I U50/4')&I :.=.= DARK GRAY S ILTSTONE,H IGHLY WEATHERED
- =::::::=: AND MICACEOUS 1..§..
= GRi\Y S IL TSTONE, MICACEOUS 5/01--I--+--+---l,.--+-----l---+---+----+---l---f 98-". J..J...._ ....
BOR ING COMPLETED AT 185.0 FEET ON 3-15-72 CAS I NG USED TO II DEPTH OF \ 0 FT. GROUND WATER LEVEL NOT RECORDEO 500 - - ---'------- -..1 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORI NGS (SHEET 93)
REV. 0 - APRIL 1984
~ ~ .... ~~~
ATTER8ERG SHEAR STRENGTH r* DATA
~ I.(
l..fMITS
... _ ** 1IIIt_ _
,t
;;~ oi i~ :
"....., c.~.... .... ' ,>':'::~::':'::. ............... ., ()".cl-S""".
~ \.-., , ~3 + r"""-*- ~ ,;;~~
Ir,., .... , .". . . .
... T ~, .C;,
T20 710
~ BORING 70 7'00 ~ SURFACE ELEVATION 690.8 a~
~ ~
<:)~
;g~ .~Yj'BOLS DESCRIPTIONS 690 241 97 1240 1500 41 liUL
~:0 CL DARK GRAY SILTY CLAY WITH SOME ROOTS
- TOPSO I L MOTTL ED BROWN AND GRAY S I L TY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL II 680 13,6 I?O 6840 ~ ~OO 12 I 0 BROWN ISH-GRAY S I LTY CLAY WITH SOME SANa AND TRACE GRAVEL 16.6 115 2400 2500 91 10 ca
~~ GRADES TO GRAY 670 2500 71 CL 13ll 660 650 196 109 3000 3000 81 IIll 12.
12 II I 1% SP CL GRAY MED IUM TO COARSE SAND WlTH SOME FINE GRAVEL AND TRACE OF FINE SAND AND SILT GRAY SILTY CLAY WITH TRACE Of SAND AND GRAVEL i"AA
....-rv' 0i//;
WI CL BROWN ISH-GRAY S IL TY CLAY WITH SOME SAND 14.1 120 5040 3800 15 I AND GRAVEL
~i 1811 BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 630 179 110 2000
~. ~~'t 620 2200
""I CL 161' 260 W2 6/0 ~ ...... SP-GP GRAY COARSE SAND AND FINE GRAVEL 110
';~
2000 2311 BROWNISH-GRAY SILTY CLAY WITH TRACE OF GRAV£:L 1 I 600 ~%1 CL 20.6111 4500 26. 3411
~0
//;,;%
GRAY F r N£: TO MED IUM SAND 590 SP II ML GRAYG~ketcY SILT WITH SAND AND SOME 8000+ 90' 61 a 1 GRAY s~~8 ~~~~NoUlno~A~£:Ll2s~~D&W'\ I L T AND S IL TY CLAY SM 580 GRADES COARSER 9.4 134 100'4"' GRAY ~~~v~ro~~o sg~gXs Td~IL wa~s~~M6FC~~~6 I ML il,\ 570 170. rl :11 GRAYISH-BROWN VERY FINE SANDY SILT Iii il! ML
'd ill LENS£: OF' GRAY FINE TO MEDIUM SAND 560 10 000 ltO, ITTm ML BROWN I SH-GRAY CLAYEY S I L T WITH SOME SAND AND GRAVEL LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 94)
REV. 0 - APRIL 1984
~
~
l::: .... ~
~~~ a~
ATTERBERG SHEAR STRENGTH DATA r*
~~ ~
L ' .... IT S
~ ~ ~
i~ ~ y r"** '1II1 c;.OO\ ****** tlfO. i c '-'l.:;:;,,::.. U p ...... ' ..... I." O.CI ....... * () ~ iti .......... ~:::. ~::: 60 ; - ..~
.. .. JY
~, -:t .~j m::, Q:l~ D£SCRIPTIONS J~I I
" 'BOLS 560 14511 ML GRAY FINE SAND WITH OCCASIONAL LENSES 16OIS"r:J OF S Il T 550 . SP
~ YElLOWISH-BROWN S ILTSTONE,H IGHLY 100;1"11 WEATHERED AND MICACEOUS
~
GRAY SILTSTONE. MICACEOUS
"'I 540 r-==
~
BaR ING COMPLETED AT 158.5 FEET 530 ON 3-22-]2 CASING USED TO A DEPTH Of' 11 FT. GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 95)
REV. 0 - APRIL 1984
~ ~ l-..r-- ~_..,.-,..._..,_-----------------__. ~~~ AT:,~~::RG ~l SHEAR STRENGTH DATA ~ lo. ,.~. ":~:' ..:~: ~~ ~ ~~:: I-::~:-~:""'~;_'",C._~._"_~_:."--r[ ." '-:~:-:~ _"'~e_'" -+_*._,._~~_~._,,_.+::::::;-.::;;:~'::;=;I:>"*_*:'::':::~~""':-rl ?20.................. ...,....;,;,.--\i....,;,;--lfi---....,.-----lIio.. . . -+lio........ ?/O~4--+-----l--l~I---+---+--_+_--_+_--+-_I BORING 71 7OO1---+--+-+--+--+----I---+----+---..-+--f----I SURFACE ELEVATION 689.4 D£SCRIPTION~,
690 BLACK ORGANIC CLAYEY SILT WITH ROOTS
*TOPSO IL i'OTTLED BROWN AND GRAY SILTY CLAY WITH 3250 JOHE SAND AND FINE GRAVEL FINE GRAVEL GRADES OUT 680 I&<l lOll 1040 2250 GRADES WITH SILT LENSES GRAY SILTY CLAY WITH SOME SAND MW FINE GRAVEL 17.4 113 6~
2250 660 19.1 III 1330 1500 GRADES TO BRO'wN ISH-GRAY
..,.,.... GRAYISH-BROWN SILTY CLAY.
22.1 102 2260 2250
~A"
<rTV WI, 01;; GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 23.9 15,1 8.8 12.9 122 5400 4500+ 21' CL 22 g
~:I BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 630 15.5 118 1630 3000 620 3250
".1I 251 CL 6/01---4--4---..+---..+---..+---+----1----+---+---+---I IQ4 107
~! *0 wd GRADES WITH LESS SAND AND GRAVEL
~@
6001--4--+---I---.11----11----+---+---+---+---+--i 75. BROWN AND GRAY FINE TO MEDIUM SAND 57 II SP WITH TRACE OF FINE GRAVEL,COARSE SAND AND SILT 59'vr.-lI--I--+--+--4--....1I----+---+----+---+---f---i 30' 1ML GRAY VERY FINE SANOY SILT
~ENSE OF GRAY MEDIUM SAND WITH 3911 II ML OME GRAVEL BROWNISH-GRAY CLAYEY SILT WITH SAND Illli AND SOME GRAVEL 580'1--4--+--4:-:: 10""'1+,1""'33=+---+---+----1----+--+--....... 1551'H BROWNISH-GRAY FINE SANf1Y SILT WITH 1501 Ilil!
Ill,tl ML "tRACE OF GRAVEL 5701-4--+--+-+-+---+--+----+---+---+--; 1I!t}§-! II!:II GRAY SILTY FINE SAND r,f SM
. 1~
1351111 ~ CL BROW~Rl~~~ A~~A6c~lr:o~~~E C~~~~t~ I NE LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 96)
REV. 0 - APRIL 1984
~ ~
~
i:::
~~~
I-.. ATTERBERG SHEAR STRENGTH DATA ~~
~Ilt l.&.I ~
LIMIT S
~; ~ .: T,<lM ... 1 C",...' ......".. ~".. ., ..... ,.. t ~
~~ ~
C* ..... * . . .'"" O"'CI , ...... '
"".100 ,.,__
gg
~ , + l:) ~
..!:..,1L.
~~ iJl80LS l,"'*l ~,~, I ......
\ ~ "f ~. ,~, ..~-
Ql ~ DeSCRIPTIONS 560
~ CL 550 210 105 10.5 10.1 135 119.
99Q W$ GREEN AND GRAy SILTSTONE,HIGHLY 17Q.10"13
~ WEATHERED AND MICACEOUS
~
~
==
~
~.{ 5~
540 GRAY SILTSTONE ,MICACEOUS 530 BORING COMPLETED AT 158.5 FEET ON 3 72 CAS I NG USED TO A OEPTH OF' 10 n. GROUND WATER LEVEL RECOROED AT A DEPTH OF' 7.1 FT. ON 3-9-72 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 97)
REV. 0 - APRIL. 1984
~ ~ ...... ~~~
A TTERBEFlG r* SHEAR STRENGTH DATA
~
LIMITS 2§, >" C..:~:::';.::" ......... "..... ,.. It.: 1" ...... 1 e ................
~
.~ .... ~*,JIIl"f_
ge ~~ ~ 0 ......, ........
~
L,_,
~
~
~"!IOi ~I + .~,
T~
~
72(/ 7/0
~ BORING 72
~
at: SURFACE ELEVATION 6~.2 i't?O ~~
-:~ SYIIIBOLS DESCIf'",TION$
", OL BLACK ORGANIC CLAYEY SILT* TOPSO IL YELLOW I SH -BROWN SANOY SILT WITH SOME 690 P.
~ill ML GRAVEL GRAY S I L TY CLAY WITH TRAC E OF P. SAND ANa GRAVEL 1215 107 3220 CL GRADES TO BROWN ISH-GRAY 680 P. WITH LESS SAND AND GRAVEL GRAY SILTY CLAY WITH SOME SAND
~
/8/ 110 PI AND GRAVEL I
6.8 99 12 / NCH LAYER OF COARSE 6~ PI SAND AND GRAVEL PI 181 114 1780 CL I 660 PI 17.5 115 P. 650 16.9 105 PI LENSE OF SILT GRAY SILTY CLAY PI W~ _.- 27.3 98 1690
~~ CL
~~
.L>A"
~%;:
PI r;.::;"" Cl.-Wl. GRAYISH-BROWN SILTY CLAY WITH
~
SOME SAND AND GRAVEL GRAY S / L TY CLAY WITH SOME SAND
~.
630 Pili AND TRACE OF GRAVEL 17.1 PI CL 0,- 161 PIlI
~
~ GRADES WITH MORE GRAVEL 4.7 107 P' BORING COMPLETED AT 80.D FEET 6/0 ON 3-30-72 CAS ING USED TO A DEPTH OF 10 FT GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPOET
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET REV. 0 98)
APRIL 1984 I I I
~
~ .....
~~~
... rrERae:RG SHEAR STRENGTH
~l DATA LIMITS
~ l4..
~~. ~~ i <!':~;~:~:.."
C ........... ,,' .... P . . . . l .......... ' o, ** (;\s ..... *
~
L*... .....,
~: ...::= ........
T20 I. ......
, , b
~ ... :;. ..
'4-' ~~I ..,
~--.:""
":f:'
TIO
~ BORING 73
~ SURFACE ELEVATION a~ 693.4 i'tXI ~ ~
<:)~
qt~ SytiBOLS DESCRIPrlONS 690 ~ BLACK ORGANIC SILTY CLAY - TOPSOIL YELLOWISH-BROWN SANOY CLAY '.-11TH
- 5. 61' SM SOME GRAVEL BROWN SILTY SANa WITH SOME GRAVEL
% GRAY SILTY CLAY WITH SOME SAND 14.1 121 8350 20. ::~0 AND GRAVEL 680 P' ~.
15.1 1/7 4900 P, ~
~
CL GRADES WITH LESS SAND AND GRAVEL 670 P, ~)
~: 12 I NeH LAYER OF SAND AND
~
GRAVEL IS I 119 4220 PI GRAYISH-BROWN SILTY CLAY WITH SOME
~ CL SAND AND GRAVEL 660 PI GRADES TO BROWN I SH -GRAY 16,E 116 2250 PI W
~ GRADES WITH MORE SAND AND 650 t~ GRAVEL P
- ill ML GRAY FINE SANOY SILT WITH TRACE OF CLAY
~ SC GRAY CLAYEY SAND WITH SOME FINE
~
154 12C 2820 P, GRAVEL
~
GRAY SILTY CLAY WITH SOME SAND I~~ AND GRAVEL PI 16,9 118 2900 PI 630 16.1 116 P, CL
/~ OCCASIONAL SEAM OF SILT I
PI 620 13.4 128 PI 12 INCH LAYER OF SILTy SAND \oII1H GRAVEL PI BOR INC COMPLETED AT 80.0 FEET 6/0 ON 3-28-72 CAS ING USED TO A DEPTH OF 10 FT, GROUND WATER LEvEL NO T RE CORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 99 )
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 74
.. SURFACE ELEW4TION 697.9
<n~ffi ATTERBERG LIMITS SHEAR STRENGTH
.... I-J:
1Il<e~ ",,,r,,,,,, 1""'AXI41. UNCOHFIN£O r<J(;1Il(f
~*:C**.iI'ft(S55()Hr-:"'JIlOW(ft'"
>-'=-
trill"
~~~
CO..,.tt[",OM
'LAsrH; l'WIT INO!X oz ...
<e..J ... ... i;l:t ~ ~f tel:t ~:t W
o SYMBOLS DESCRIPTIONS 0 w I ! Ill! I" OL BLACK ORGANIC SILTY CLAY Wlnl TRACE o' FINE SAIID (TOPSOIL - 16") 9 o~ CL MOTTL EO LIGHT BROWN AND GRAY 5 I L TY CLAY WITH TRAC E OF SAND (ST! FF) 1000 !S LI GHT BROWN CLAYEY 5 IL T WITH SOME SANa AND GRAVEL (VERY 5T IFF) 5
- 1IIIfil I sao 20 23
- iI, II 1 ML LENSES OF FINE TO MEOIUH SAND AND "NE GRAVEL 4500.
25 a 11'1 1 GRACES WITH /'ORE FINE SAND
..... * )d KJ 20 Q d1\il! LENSES OF LIGHT BROWN S I LTY GRAVEL WITH t1j 4.. ~ /5 23.2 26,2 2500 30.1 93 3 20 16
- ~I ~
FINE TO MEDIUM SAND GRAY CLAY WITH SOME SILT AND TRACE OF FINE SAND (STIFF) GRADES WITH HORE F'INE SAND AND TRACES OF COARSE SAND AND FINE GRAvEL
~ ~ ~ 20 2485 2750 17,4 1 13. 7 15
- GRADES WITH M;RE SILT CL CH 3500 21 Q 25 Ii.:
I 16 o l/ 30 BOR ING COMPLETED AT 30, a FEET ON 10- 12*73. WATER LEVEl. AT 5.6 FEET ON 10.12-73, NO CASING USED, BORING 75 SURFACE ELEIIJ4TION 695 3 SYMBOLS D£SCRIPTIONS 0
* ,,.~BROWNISH-BLACK ORGANIC SILTY CLAY (TOPSOIL -
- 27. I 86.1
,. ~ CL 8LA~~lsH-BROWN SILTY CLAY WITH TRACE OF FINE 8
- 1'1 ! I SAND AND OCCASIONAL ROOTS 5
,J 9.
a
'I II Uu II ML I MOTTLED GRAY ISH-BROWN CLAYEY SILT WITH TRACE OF F'fNE SAND (MEDIUM STIFF) 4" LENSE BROWN S I LTV SAND BROWN SILTY CLAY WITH SOME SAND AND TRAC E OF 22.g ~ CL F' NE GRAVEL (HARD)
/0 4 7~8 17.6 111.2 21
- tli'/:.~~~--I
~ GRAY SILTY CLAY WITH SOHE SAND AND TRACE OF
""II FINE GRAvEL (HARD)
..... 32 II ~~ GRADES WITH LESS SAND
~
~ /5 oc", "'" "'0 ." 'vEl ST"'"
~ ~
24 Q GRADES BROWNISH-GRAY (VERY STIF'F)
~ 20 CL ~ ~
9 I GRADES TO GRAY 25 8 0 TX/CU 10nn l"'~ 117.3 9 * (ST 'F'F) 30 BuRING COMPLETED AT 30.5 FEET 0'" 10-20-73. WATER LEVEL AT 3 5 HET ON 10 73. NO CASING USED. 35 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORI NGS (SHEET 100)
REV. 0 - APRIL 1984
LABORATORY TEST DATA l:? t:jORING 76
~
a ~...., SURFACE ELEIA4TION 693.1 C1le~ ATnerT~RG SHEAR STRENGTH "'a:: ....z ,..
........ :1:
"'';t: U;-XIAL eOM**nslOH ~'"fP ~tllOlt(rc iI'OG:.(T
........ i>t a:: ..... ~ ~
~~~
'LAlfIC .......'e',.., 5S"'"
~z; 0 LIWIT IHO£.
~ iL 00
<<.J w '" '" m,~f ~ ~~ iC1 .:, ic1
.i1.
,~, 2° 41 ~ SYMBOLS DESCRIPTIONS 0 BROWN TO BLACK ORGAN I C S1LTY CLAY (TO PSO IL
- 10'"
LIGHT BROWN AND GRAY SILTY CLAY WITH TRACE OF 2250 9 I ...""'11-....:...;;;:......( SAND (VERY ST IFF)
......1,IoloiJ1-~~BRO~~N6ILT WITH SOME CLAY AND TRACE VERY FINE 5 13 II BROWN SILTY CLAY WITH ~OME SMID AND TRACE 01" 18.2 111. 5 15 I FINE GRAVEL (VERY STIFF) 43 \I h.. 31 I
/0
~
l( 26 IJ GRAY SILTY CLAY WITH TRACE OF SAND (VERY STIFF) 23.2 102.5 20
- GRADES WITH /o()RE SAND
/5 ~ ~~ 22 11 GRADES WITH SAND AND TRACE 01" FINE GRAVEL 20 4500+ 15
- 25 2500 IS
- GRADES TO VERY STIFF
.so BORING COMPLETED AT 30.0 FEET ON 10 20- 73.
NO WATER ENCOUNTERED. NO CAS INC USED. BORING 77 SURFACE ELEW4TION 692.7
- 0 5 22.2 24.6 2500 750 24.9 97.2 r I 12 iii a
2011 I SYMBOLS DESCRIPTIONS 1 "'_l-lJoUo~ /O()Ti~igE ci~HJ ~~O~~N~N~M~~~~M ~~ ;~F 5 BLACKISH-BROWN ORGANIC SILTY CLAY WITH TRACE Of" f"I NE SAND (TOPSO IL - 10") L I S LAY WI 1H BROWN SILTY CLAY WITH TRACE OF FINE TO COARSE SAND AND OCCAS IONAL I" INE GRAVEL (HARD) 5616 1000 4500. 19.6 108.2 24
- h.. /0 23 iii
~ ~
4500 ... 18.6 110.5 22
- GRAY CLAY WITH SILT AND SOME FINE SAND AND GRAVEL 2750 21 iii GRADES WITH LESS SILT
~
(VERY STIFF")
/5 ~ ~ ~ 20 I 18 0 GRADES WITH MORE FINE SAND 3500 18 III 25 3500 16.7 II>,. I 16 .........1 - _....
30 BORING COMPLETED AT 300 FEET ON lO-ll-]3. NO WATER ENCOUNTERED. NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 101)
REV. 0 - APRIL 1984
~ BORING 7'8 LABORATORY TEST DATA
~ SURFACE ELEVATION 6905 a~
-.I
~ ~
~ ~ ~SCRIPT'ONS SYMBOLS BLACKISH-BROWN ORGAN IC SILTY CLAY WITH TRACE OF FINE SAND (TOPSO IL - 8")
BROWNISH-BLACK. SILTY CLAY 'filTH TRACE: OF FINE SAND
/"()TTLED GRAYISH-BRClWN SILT WITH SOHE CLAY AND TRACE OF VERY FINE SAND (SOFT)
BROWN AND GRAY SILTY CLAY WITH SOHE SANO AND TRACE OF FINE GRAVEL (HARO) GRADES WITH HORE SILT (VERY STIFF) GRAY SILTY CLAY WITH SOHE SAND AND TRACe: 01' FINE GRAVEL (VERY STIFF)
'/5 1----+---l-~~--+--+--I__-4_-_+_-_t BORING COMPLETED AT 30.0 FEET ON 10-20-73.
NO WATER ENCOUNTERED. NO CASING USED.
~ BORING 79
~ SURFACE ELEVATION 666.6 a~
~~
~~
SYMBOLS ~SCRIPTIONS 0 ~'"l'I"I'~-,...--------------- 1 T 2000 I, 4500+ 14,3 117. , BLACK ORGANIC SILTY CLAY WITH TRACE OF' F'INE 5 AN 0 (TO PSO I L - 1 1" ) P-LACKISH-BRO\1N SILTY CLAY WITH TRACE OF FINE SAND AND OCCAS lONAL ORGAN IC HATTER 5 I I MOTTLED GRAY ISH-BROWN S IL TY CLAY WITH SOME SAND AND GRAVEL (HARD) 8922 1 4500 + 16,4 114, r I, 38 II h- /0 i 24 ........-If----I BROWN S I LTV CLAY WITH TRACE OF FINE SAND AND r ",UU+
-/ ~l(
OCCAS IONAL GRAVEL (HARD)
! 23 II iI I 18 SilO. ,~
I: CL
~ I I 1 15 1--+---l---+-~--+---~-_4--_+--.-
4 5 00 + ' 23 II
- x::
i I I i GRAY SILTY CLAY WITH TRACE OF SAND h- I tb I I i I II I 28 II CL l::;:) 20 25 I I \ 17 I
,00 10
':0
'0
',°0 SN GRAY 1'1 'lE Tn COAR SE SAND OCCAS 10NAL STPPH;ERS OF CLAY AND SILT
( ':"'0'0 GRAY; 1'-TY ,I AY ../I TH SOHF SAND I 1500 CL 14
- 30 BOR I NG COMPLETED AT 30 0 FEET ON 10-22-73 WATER LEvEL RECOROF.O AT 23 5 FEET ON 10* 22-73 NO CAS I NG USED, LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORI NGS (SHEET 102)
REV. 0 - APRIL 1984
BORING 80 LABORATORY TEST DATA SURFACE ELE'htTION 6839
)-~-
(to"' ...... oz IjJ o SYMBOLS DESCRIPTIONS BLACK ORGANIC SILTY CLAY (TOPSOIL - IS") BLACK CLAY WITH TRACE OF S IL TY SAND (HARDJ 4500+ 8 iii MOTTLED BROWN AND GRAY SILTY CLAY WITH TRACE 2500 8 II OF FINE TO MEDIUM SAND 51----I--!---+--+---+---+---4----l'----I (HARD) 22.9 99. 1 4 II 4500+ 24 II GRADES TO BROW!' 4500+ 17.0 112.9 20 *
/0 1----J.---l----l~--4-__l_--+__-_+_-_+_-....I 23 II GRADES WITH TRACE OF COARSE SANO AND FINE GRAVEL 16
- GRAY CLAY WITH TRACES OF SILT AND FINE TO MEOIUM SAND (VERY STIFF) 3500 16 II
/5 I----J.---+--..j~--+-__l_--+__-_+_-_+_-_I CH GRAY SANDY SILT WITH SOME CLAY (MEDIUM STIFF) 9
- 20"--+--+--+--+--+---+--+--+--" ML GRAY SILTY CLAY WITH SOME FINE SANO AND TRACE OF FINE GRAVEL {VERY STIFF) 33 II 25 1---+--+--+--+---+---+--4--4---1 CL 30 ..._ ....,.;15;.,;*. ;;,6...._1,;,5;.,;.7. ...._ 1{,_..;.9...1_1.;.5*.;9...
....._ _..._ _1.-_.....l_ 14
- 80P ING COMPI "HD AT 30.0 FfET ON 10~ 11*73.
SEEPAGE ENCOUNTERED AT 18.0 FEET. NO CASING USED. BORING Sl SURFACE ELEVATION 6827 0------------------- 51---+----+---4---+---j.---+--~1----+---"
/0 2000 3000 t--_+-_-l_ _+_---+__+-__~4.2:r;IO~0~~1.:::.6.:...q~l.:..l.:..;1.~2--1 19.4 21.1 10S.9 107.2 22 15 7
- 3 8
- B II II SYMBOLS
- li :L: OL
/;:'?: CL CL CL DESCRIPTIONS BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE SAND (TOPSDIL
- 18")
BLACKISH-BROWN SILTY CLAY KlTTL£D YELLOWISH-BROWN SILTY CLAY WITH SOME SAND AND OCCAS IONAl GRAVEL CST I FF) OCCAS 10NAl LENSES OF BROWN SILTY FINE TO MEDIUM SAND BROWN SILTY CLAY WITH SOME SAND (vERY STIFF) GR ADES HARD
~
l( 19 II GRAY ; IL TY CLAY WITH TRAC E OF SAND AND OCCASIONAL FINE GRAVEL
..". 2000 18.4 109. I 9 * (VERY STIFF)
- .:: /5 1----I1---+---+---+---+--~---1---+-----I
- l::
..... CL fb, ~ 20 1---+-__l_--+--+---I---+--4--4---I 2750 22.0 104.7 14
- 25 1---+--+--+--+---+---4----4---4----1 GRAY CLAY WITH SOME SILT AND TRACE OF Flm:
':; CH SMW AND FINE GRAVEL 30 '--......_--'-_...._ ....._ ......_ ....2250 _..J-_..... _~
16 1 1 .,. BOR I NG COMPLETED AT 30 0 FEET 0 N 10-22-73 . NO WATER ENCOUNTER EO. NO CASING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 103)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 82 SURFACE ELEVATION 682.5 (/)8~ SHEAR STRENGTH
........ x
",a:~
G;=~~~I:S~Ott ~~~~~~~~~rtlt
~~~
P\..A.$TIC PLA$.TICIT a:~ L1WIT INOEX
~
tol.:, fbl ** tr.
'j U
tel .:, m.:,
.2.!.
SYMBOLS DSCRIPTIONS 0
- I;!i, OL BLACK ORGANIC SILTY CLAY (TOPSO IL 18")
BROWN SILTY CLAY (STIFF)
,~ CL 1250 8
~/
23.1 99.5 5 2 Ii C;/ CL YELLOWISH-BROWN TO BLACK SILTY CLAY AND CLAYEy SILT (SOFT) 500 34.1 89.3 3 * ?;; ML a~: 15 GRAYISH-BROWN SILTY CLAY WITH TRACE OF SAND AND OCCAS IONAL FINE GRAVEL
/0 CL
..... 4500+ 24
* {Pi (HARD)
~
l( 19 a ......'.7
.... - - - I GRAY CLAY WITH SOME SILT 3000 II * ~> (VERY ST IFF) ~ /5 t/ , ~ 12 II ~~, OCCAS IONAl ORGAN IC HATTER ~~ 20 ~? ,. CL f>
1500 29.994.5 GRADES TO ST I FF 25 GRAY SILTY CLAY WITH TRACE OF SAND AND OCCAS 10NAL FINE GRAVEL (vERY ST IFF) 2500 30 BORING COMPLETED AT 30 0 FEET ON 10- 22-73. WATER LEVEL AT 13.5 FEET ON 10*22-73. NO CASING USED. PIEZOMETER INSTAll ED: pvc PIPE TWO INCHES IN OIAMETER PLACED IN HNE. PIPE SLOTTED FROM A DEPTH OF 3.0 FEET TO 23.0 FEET. GRANULAR BACKFILL PLACED IN HOLE AND SEALED AT GROUND SURFACE WI TH A CLAY PLUG AND CONCRETE. e? BORING 83
~
a~ SURFACE ELEVATION 683.2
~ ~
<:) ~
~ ~ SYMBOLS DeSCRIPTIONS 0
I ...._ .......;;.O..;;L~BLAr:K OF:GAtIIC SILTY CLAY (TOPSOIL 15") II I MOTTLEO liGHT BROWNISH-GRAY SILTY CLAY WITH 9 Ii CL OUA< IONAL POOTS 5 ML GPf,DE ~II (t-IEOIUM TH TRACE OF FINE GRAVEL STIF'F TO STIFF) 3000 23.5 10 1.2 9
- 9 II
/0 17.3 111.0 18
- CL BROWN Sit TY CLAY WITH TRACE OF F Ill!: TO MEDIUM SAND (ST I Frj
~ I 22 Ii GRADES WITH TRACE or FINE GRAVEL ~
I 4000 17.4 112.3 18 24 0
- GRAY CLAY WITH SILT AND TRACE OF FINE TO
~-1EDIUM SAND AND FINE GRAVEl ~ /5 (HARD) ~ ~ <<::::l 25.4 97. (, 16
- 20 CL GRADES '.-11TH MORE SILT 16 0 25 23
- 30 I 2711 .......-l......_..,j BOR Plr, CO,.jDlETED*AT 30 (1 >EET ON 10* 11- 73_
NO WATER ENCOUNTERED. NO CASING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 104)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 84 11l8~ ATIT~MRG SHEAR STRENGTH w,.. >- SUffFACE ELEVATION 6812
... ~ ~ t-.....,,~i.i..:::.-+"""-:r:7:":"'~-...,..,.=~Por-l-~ ~~ >-~_
~~~ Pt:~~~C fJ\.~:ri~;lr co;~~~~'to.. =:::s':~~tI(~~n- ~~j# ~~ ~
o....._~.::;~~_. ._+-_.._~r.,.~*.;t*:;;.~~to1. .~;;.*.-f.:71i.1o..:;-;,i,_~b,4.1.:;-.:.:.:~_~~;.8_~_~_,J SyltlBOLS DESCRIPTIONS
.:.Lll.:.L~
1500 I /77 1 --cL-BLACKISH-BROWN CLAY WITH SOME SAND (TOPSOIL - 11")
~""""""=:.....lMOTTLED BLACK TO LIGHT BROWN SILTY CLAY I 2000 18.6 106.5 9. ~ r.OTTLED YElLOW AND BROWN FINE SANOY Sil T WITH ML TRACE OF CLAY (ST IFF) 51--t--t--t--I---.+---I---.+- I-- II ~ LENSE OF BROWN SILTY FINE TO MEDIUM SAND
,/
1 12. 1 15
- BROWN S IL TY CLAY WITH SOME SAND AND TRACE OF t~
FINE GRAVEL (HARD) 17 ~ CL
/0 t--+---t----t--+--+~S~4"76~0-+-4-50-0-).+--:18,....-9-+-1-0-9-. -15 21
- 0/;;
19 II "~""'J~I--~GRAY CLAY WITH SOME SILT AND Tl;ACE OF FINE 17
- f~~~~' SAND (VERY ST IFF) 3500 254 99 I k/
/5 t--+--+---+--+--+--+---J~~-~
c/;:
- ~; . CH 3000 17 II
- ';,
201--t--t--t--+--+---+---I---+--I ./ GRAY SILTY CLAY WITH SOME SAND AND GRAVEL (vERY STIF,) 3000 110 1156 21
- 251--+--+--+--+---I---+-.---+-.--!---I 2900 3750 1Ed I 16.4 3S. GRADES WITH LESS SAND AND COARSE GRAVEL GRADES OUT BORING COMPLETED AT 30.0 FEET ON 10-23-73.
WATER LEVEL AT 12.5 FEET ON 10-23-73. NO CAS I NG USED. t! BORING 85
~
SURFACE ELEVATION 679 0 a~...,
~~
~ ~ SyltiBOLS DESCRIPTIONS 0-------...,.---.--...,.-.....,-.....,---. ~ ~ BLACK ORGANIC SILTY CLAY I :'i /i.
(TOPSOIL* \0") CL BLACKISH-BROWN SILTY CLAY WITH TRACE OF 7
- ORGANICS (STIFF)
I ~OO 12 II CL GRAYISH-flROWN SILTY CLAY WITH TRACE OF FINE TC 51--+--+--+--1---1---+--+----1---1 MED I UM SAND 12
- BROWN SILTY CLAY WITH SOME SAND AND TRACE OF
!' !NE GRAVEL (HARD)
ML 35 II 21
- CL ceCAS IONAL SAND STR INGER,
/0 I--+---+----I--+--+-----l---+-~I."...." 11. 0~1,.,.1.,..-,4.i,-l GRADES WITH ~RE CLAY 19 II ,;";,,;,,;,;,, ~ BROWN COARSE SAND WITH TRACE OF MED IUM SAND 1'5 00 13.4 1 - + - - + - -4 104.8 12
- GRAY SILTY CLAY WITH TRACE OF SAND (STIFF)
/51---+--+--+--+---+---+-
I CL
! 14 II .' GRADES WITH LESS SILT AND SAND 20 1----1--+---4--.+--+----+--.-4--1----1 GRAY SIL TY CLAY WITH SOME SAND AND TRACE OF GRAVEl (HARD) 4000 21
- 251----I---I--1----l---t---t---+---t---t CL I
30 ........_ - - l . _ - I . _ . . . I - _ . l . - -......_ I )000 ...._19.1...._114.0... II
- CRADES TO VERY ST IFF BORING COMPLETED AT 30.0 FEET 0'1 10-23-73.
NO WATER ENCOUNTERED. NO CA~ ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 105)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 86 SURFACE ELEVATION 6819 SYj,/BOLS DESCRIPTIONS iif; OL BLACK ORGAN I C S I L TY CLAY WITH $Ol-'E SANa 5 21.8 32.6 2250 21.5 24 6 I~ : I 7 Ii¥q CL (TO PSD I L - 14") MOTTLED BROWN AND GRAY SILTY CLAY WiTH TRACE OF FINE SAND (STIFF) TRACE OF ORGANIC MATERiAL BROWN CLAY WITH SOME SILT AND TRACE OF FINE SAND (VERY ST IFF) 10" ~'f GRADES WITH MOPE SILT CH 14 I r:'//i
..... /0 19
..,.,.,...1----1 111,3;
~
l( 3545 1500 3000 ~O. 5 109.2 16
- DARK GRAY SILTY CLAY WITH TRACE OF FINE TO MED I UM SAND AND FINE GRAVEL (VERY ST I F'F) 22 II
~ /5
- J::
~
C;:) 20 3500 27.9 96.6 16
- CL GRADES 'liITH LESS SAND AND GRAvEL
/
22 II 25
~
30 18.0 115.1 24
- GRA0 ES WITH MO RES 1L T BORING 1'0MPIETED AT 30.0 FEET ON 10-10-73.
NO WATER ENCOUNTERED.
"0 CAS INC USED.
BORING 87 SURFACE ELEVATION 6827
- 0 5
4408 4500. i8.6 112.0 SYMBOLS DESCRIPTIONS
..... I
/0 GRAY SilTY CLAY WITH TRAct i1F SAND AND FINE
~
l( I i I 3500 19.1 109.7 CRAVEI (VERY STIFF) I I
~
3000 2 S. 3 IOG.8 GRADES WITH LESS SAND
/5 I
~
~
i
~
20 I I CL GRADES WITH I-'lJRE SAND 1 I 13150 I (,RADES \-IITH LESS SAND (HARD) 25 i t I I I i I 4<;00+ 17.7 116.3 GRADES WITH MORE SAND 30 BOPI~IG CO/-\PLETED AT 30.0 FEET DN 10*23-7.3. WATER LEVEL AT 25 5 FEET ON 10-23*73 NO CA<; I NG USED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 106)
REV. 0 - APRIL 1984
LABORATORY TEST DATA ~ BORING 88
~
0'" ATTERBERG ...... a~ SURFACE ELEVATION 6820
~~~
SHEAR STRENGTH cr z liMITS
- l~~ Pt.ASTIC ~"'STI'lT r" ** lC',AL COt,lPllt! $5ION UNC-OH'lN[D k,O"'P"AESSlON HM(~~~rr_ .........
~Z
~~
... ""lJ'>
l,.IW1T
... INDEX
... ~ s.- s.- 00 0 ""
a;-'w td1 '~f 01 ::, tel .:, idl .:, ::lEO liU~ SYMBOLS tJ£SCRIPTIONS o I ro!"......- - , .BLACKISH-SROWN 10")
- - -SILTY ORGANIC --- - -(TOPSOIL rtAY -----
Uill...--..,;::;.::~BLA6~ ~~'j~I~6TM~6~~~ ~l~~Y CLAY ',JIT~ TRACE 23.6 98.5 13 MOTTLED GRAYISH-BROWN SILTY CLAY AND CLAYEY 5 7 SILT WITH TRACE OF FINE SAND (MEDIUM STIFF) 1000 4 YELLO';JIS~-PQCWN VERY FINE SANOY SILT WITH 24 Ii ~~J-l.!.I.l:l'-lBRO~~A~Lrr~~C~~ ~n~\tg¥sHNO MiD OCCAS IO/,AL FINE GRAVEL (VERY STIFF)
/0 1~.0 114 ... 19
- GPAY S IL TY CLAY WITH SN!E SANa MW OCCAS IGNAL GRAvEL (HARD) 26 II 3500 28
- GRADES WITH LESS S I L T AND SAND
/5 GRAY CLAY WITH SOME SILT 13 II 20 GRAY SILTY nAY WITH SOME SANO AND OCCAS IGNAL GRAvE:L (HARD) 4500. 15.3 119.9 23
- 25 30 BORING COMPLETED AT 30.0 FEET ON 10-24*1).
WATER LEvEL AT 25.5 rEn ON 10-24*73. ND CASING liSED. t! BORING 89
~
a~ SlJRFACE ELEVATION 6809
~ ~
() :It
~ ~ SYItI80LS OCSCRIPTIONS 0
3700 8
- a ...._~~:....l BLACK ~~~~~~\~~~O~O~~A~I~iOPSOIL -
DARK BROWN CLAYEY SILT WITH TRACE OF SANa 18") 9 II (VERY STIFF) 5 1700 26.4 93.4 6 8
*II
/o'OTTLED LIGHT BROWN AND GRAY ~ILTY CLAY WITH SOHE SAND AND TRACE OF FINE GRAVEL GRADES WITH MORE SILT AND FI/,E SAllD (VERY ST IFF) 3500 7 19
*II I
/0
"~
l( 17. I 17.8 I I I 1250 2000 23 20. I 104.5 1 108.3 24 24 II GRADES WITH LESS SILT
...... /5 I 22 28 II I ~ I GRAY SILTY CLAY WITH FINE SAND AND OCCASIONAl ~
I GRAVEL (HARD) I I 4500.
~ 20 II I I 23 II 25 30 I 18 .............._...1 BOR iNG COMPLETED AT 30.0 FEET ON 10 73.
wATER LEVEL AT 19.0 FH10N 10-10-73. NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 107)
REV. 0 - APRIL 1984
~ BORING 90 LABORATORY TEST DATA OW ATTERBERG ~~ SURFACE ELEVATION 6616
~~~ ~~
LI MITS SHEAR STRENGTH <..>\u
- >..., ..,J
- ~~
- >..., ..,J
TRIA>>:l ...\. ~~CONFIIof[O >-
~""CJ1 PI..4$TIC UM,T
,,-.,,TICln cO""":(S$IOH:
... tal.:,
IHOE/( WPAES$iOfoC ~~~~~~ttll f-f-~
~z 0::
0 u
- a. ~~
... ~ h h 00
~~
o a:d m::~ 71 .!, lil .:, :10 DESCRIPTIONS I ~~I-::::..!:"'-l 8LA~~~~HS~~%W(Tg:~6~~c_s:~~r CLAY WITH SOME I'io+i.....t-.;;.;;;;....j HOTTLED LIGHT BROWN AND BLACK S IL TY CLAY 3000 9
- M:JTTLED YELLOWISH*BROWN VERY FINE SANDY SILT 5 7 II WITH TRACE OF CLAY (STIFF)
C1CCASIONAL LENSES FINE TO MEDIUM SAND 4500+ \5.8 1 17.2 17 21 II
- BROWN SILY CLAY WITH SOME SAND AND GRA'/EL (HARD)
/0 4500+
22 21 'I GRAY S IL TY CLAY WITH TRACE OF SAND MJO TRACE OF FINE GRAVEL (HARD) 3500 20.3 114.0 15
/5 GRAY CLAY WITH SOME SILT AND TRAU 0.F SAND (VERy ST IFF) 2500 13 II 20 2000 14
- 29.5 93.6 25 GRAY S Il TY CLAY WITH SOME SAND ANO TRACE OF FINE GflAVEl (HARO) 4500+ 20
- BOR INC CI1MPLETED AT 30.0 FEET ON 10.24.73 NO WATER ENCOUNTERED.
NO CAS I NG I.lSEO. BORING 91 SURFACE ELEVATION 6799 SYMBOLS DESCRIPTIONS 0 I .........I-=.=:~ BLA(~O~~g~~': ~~~rY BROWNISH-BLACK SILTY CLAY CLAY 3250 II * .,.,......1----1 I-fJTTLfD YELLOWISH-BROWN SILTY CLAY AND CLAYEY 5 9 II S Il T WITH TRACE OF FINE SAND (VERY STI,n 19.9 110.f. 12
- BROWN SILTY CLAY WITH SOME SAND AND OCCASIONAL' FINE GRAVEl (VERY STIFF')
23 II
- h. .........t - - - 4 G!1AY S IL TY CLAY 1011'11 OCCAS 10NAl r I fjE GRAVEL
/0 20 ~
li:: I 3000 17.7 115.8 20 II (VERY ST I F'F)
..... I 3500 18.8 110.7 15
/5
~ I I
I I GRADES WITH FINE SAND
~
I I i I t::::I 1-. I I 20 I GRAY <: It TY CLAY WITH SOME SAND AND TRACE OF F I fiE GflAVEL (HARO) 14
- 25 I I 4500+
I I I I I I ! 4500+ \ 5. a 12 I .4 35
- 30 BORlflr, COMPLETED AT 300 FEET ON 10*24-73.
WATER LEVEL AT 18.5 'EET ON 10-24-73. NO ells I NG II S to , LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 108)
REV. 0 - APRIL 1984
~ BORING 92 LABORATORY TEST DATA
~ SURFACE ELEVATION 6799 a~
~~
~ a SYMBOLS DESCRIPTIONS Ill!:!!)' OL BROWN ORGAN IC S I L TY CLAY (TOPSO I l - 20")
~~
I-(\TTLED BROWN AND GRAY SilTY CLAY WITH TRACE
- CL OF SAND (MEDIUM STIFF)
'?750 34,0 87.6 3
- BROWN SILT WITH TRACE OF CLAY (MEDIUM STIFF) 5 9 g GRADES WITH SOME FINE SAND 1150 500 1700 18.8 108,3 15
- ML 22 II
..... /0 ~
16 Q 21 II l( 1980 2200 18 3 Ill. 5 10 * ~
- CL DARK GRAY SILTY CLAY WITH SOME SAND AND
~ 15 ~ OCCAS 10NAl SILTY GRAVEL (ST IFF)
~
~ *11 GPAY CLAY WITH SOME SILT AND TRACE OF FINE
~
c:::i SANO (VERY ST IFF) 20 :<< (" CH 27, I 21,9 3750 26,0 98,8 17. 25 GRAY SilTY CLAY WITH SOME SAND AND OCCASIONAL FINE GRAVEL (HARD) CL 30 BORING COMPLETED AT 30.0 FEET ON 10-10.73 WATER lEvEL AT 3.0 FEET ON 10-15-73. NO CAS I NG USED.
~ BORING 93
~
SURFACE ELEVArlON 679.0 a~
~~
~ a SYMBOLS DESCRIPrlONS 0
- ti~~ BLACK ORGANIC CLAY WITH SOME SILT (TOPSOll-8")
+of ,,\~L BLACKISH-BROWN SILTY CLAY AND CLAYEY SILT x/cu 1550 500 4500+ 13.8 93.0 13. l; .,'&L 5
40 iii ;;;;;
;;;;:I~
rML I-(\TTLEO YELLOWISH-BROWN AND GRAY VERY FINE SANOY SILT WITH TRACE OF CLAY (STIFF) 1<500+ 16.7115.1 28 * ~ MOTTLED GRAY AND BROWN SILTY CLAY WITH SOME
~ CL SAND (HARD) 42 1iI~~~_--I ..... /0 29 * ~ ~ GRAY SILTY CLAY WITH SOME SAND AND TRACE OF 4 SOCI+ 15.7 1 \5.6 30 iii ;; CL ~
FINE GRAVEL (HARD) l( 3750 18. t~; GRAY CLAY WITH SOME SILT AND TRACE OF FINE SAND (VERY STIFF)
~
~:~!~
/5
- t CH
~Xf~~ GRADES WITH '"1ORE SAND fb
~ 20 14 II
.0,.;0
- ,RAY SILTY CLAY WITH SOME SAND AND TRACE OF GOAvEL (VERr ST IFF) 4000 25 30 I i I SOU 1"- (, 114. I GRADES TO ST IFF
~OR.ING COMPLETED AT 30,0 FEET ON 10-25-73 WATER ENCOUNTERED AT 18.0' ON 10-25-73 NO CASING USED.
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 109)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 94
- ,.. SURFACE ELEVATION 6801
>-'=-
"'VI" oz"-
w o SYMBOLS DESCRIPTIONS BLACK CLAYEY SILT WITH ORGANIC MATTER (TOPSO IL - 6") PERM BROWNISH-BLACK SILTY CLAY WITH TRACE OF" F"INE 4500+ 18.9 100.0 SAND MOTTLED GRAYISH-BROWN SILTY CLAY AND CLAYEY 51----lf---~-+_-+--+---_+_-__+--r___I SILT WITH TRACE 0, "NE SAND (HARD) 2000 BROWN SILTY "NE TO MEDIUM SAND (VERY LOOSE) BROWN S I L TY CLAY WITH SOME SAND AND TRAC E OF 4000 GRAVEL (VERY STIFF) GRADES TO BROWN S I LTV CLAY WI TH SOME
/0 I---I---+---+---+---+--~"'----f---r---t SAND AND TRACE 0, GRAVEL (VERY STIFF) 3165150D 4500+ 15.6 I 15.6 GPAY S I L TY CLAY WITH SOME SAllD AND TRACE OF GRAVEL (HARD) /5 1----J.--l---...1f----J.--+--+---4---+---I GR AD ES WITH MORE SAND GRAY SANDY SILT WITH TRACE 0, FINE GRAVEL i (VERY STIFF")
20 1--+---+-_--1_ _+-_+-_-;...3""'0""'0..::..0-;---;1-----1 1
~~
GRAY Sil TY CLAY ';11TH SOME SAND AND TRACE OF 25 1-_+-__-I-_-4_ _+-_-+__-+.....;2:...:7...::5~0_+...;.I...;.q,;... +1_14...:..~6-1 _I 14. :;j; CL FI'IE GRAVEL (VERY STI,n BORING COMPLETED AT 26.0 ,EET ON 10-25-73 WATER LE\iEl AT 18 5 FEET ON 10* 25-73 3O .........- - - -.....- .....- ..... -----...i-.. . . - ..... NO CASING USED. PIEZOMETER INSTALLED: PVC PIPE TWO INCHES IN DIAMETER PLACED IN HOLE. PIPE SLOTTED I'"POM THE GROUND SURFACE TO A DEPTH OF 26.0 'EET. GRANULAR BACKF ILL PLACED IN HOLE AND SEALED AT GROUND SURFACE WITH A CLAY PLUG. BORING 95 SURFACE ELEVATION 680 3 SYMBOLS DESCRIPTIONS Oe--_-_----r---.--~-...,.-.....,-.....,- ..... 685 2500 74 3 89 0 5 I----lf----+---+--+--+---+--n-.5-0-+---+---1 I SOC I 10 I----t- ----I----Ir-----I--+--+---4---t---f i 3750 7:. (I 1(11'\."
/51----t----I----Ir----f--+--+----+---+---f !
I 20 1-_+__+-_-1__.-+-_-+__-+--=-2:;.5°.:..°:.....+_ _+_--1 1 18 I II il ML
*BROWN CLAYEY SILT WITH TRACE: OF FINE SAND (VERY STIFF)
II I I GRAY 5 fl TY CLAY WITH SOME SAND AND OCCAS IONAl 25 1---+--:.. 1......
'i.-<t n--r----ti---r/_-+_-+-_--t 1 '-"Y-3'--,1....c.
FINE GPAVEl (VERY STIFF) CC,:AS IONAL FINE SAND STR INGERS 30 "'"-""----'-----'- ~I
....._J"",,;!'3. .50.....l0 - ' - -.....
BOP I r,c, COMPLETED AT 30 a ,EET ON 10 n NO WATER ENCOUNTERED. NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 96 a~ SURFACE ELEVATION 579 9
~~~
",GC~
~~~
Q:d DESCRIPTIONS 0 SLACK ORGANIC SILTY CLAY (TOPSOIL* 16") MOTTLED GRAY ISH-SROWN SILTY CLAY WI TH TRAC£
~2 50 OF FINE SAND (VERY STIFF)
GRADES WITH MORE FINE SAND 5 BROWN SILTY CLAY WITH SOME SAND AND TRACE OF 1500 2 .* 2 99.8 FINE GRAVEL
~
f...... GRAY SILTY CLAY WITH SOME SAND AND FINE 10 4500+ GRAV EL (HARD)
~ 33
- CL l( 4000 20. ~
~ '""'y""';;;'t----1 GRAY SILTY CLAY '. . ITH TRACE OF SAND
~
/5
~~~
CL
~ 3000 30.5 94.0 17 * ~'/.
I'foIliIoMt---l GRAOES WITH LESS SILT
~ GRAYlSH*BROWN FlflE SANOY S '. . ITH SOME SAND 20 AND TRACE OF CLAY. MEDIUM (OARSE (HARD) 11930 4500+ 13.9 126.7 27
- ML GRADES WI TH LESS SMlO GRADES WITH MORE CLAY 25 SO RING en MPI ETED AT 75 5 FE fT 0 Ii 10. 25* 73 WATER LEVEL AT 21 0 FEET O~I 10* 25* 73.
NO CAS INC; tlSED. 30
~ BORING 97
~~CI) SURFACE ELEVATION 6765 l,,) ~
-.J
~\
iif~ SYMBOLS DESCRIPrlONS 0 ~. OL I //,/;:;
.' 10...
~I - - -
CL BLACK ORGAN I C SILTY CLAY WITH TRACE OF SAND (TOPSOIL* 12") BLAg~~H.BROWN SILTY CLAY WITH TRACE OF FINE 4000 14
* ~::;
//;:;;/
CL MOTTLED YELLOWISH*BRDWN AND GRAY SANOY SILTY CLAY WITH TRACE OF FINE SAND (VERY 5 4 500+ 20.9 106.3 II
- w:::
~ CL MOTiU~F~RAYISH'RROWN SILTY CLAY WITH SAND AND TRAct. OF FINE (,RAVEl (HARD)
SOM~
/0 4000 16
- GRAYISH-BROWN CLAY WITH SONE SILT AND TRACE OF FINE SAND 4500+ 71.6 10 1.2 15
- CH OffASi(lNAL LAYERS OF SANOY SILT (HARD) f...... i
~
/5 ,(100 2f J. 5 .8 II
- SANOY SILT LAYERS (,RADEIJUT l( i I GRAY S I LTV CLAY WITH SOME SAND AND TRAC E 0 F
~ 20 I I I FINE GRAVtL (VERY STIFF)
- t f...... !
\
2500 12
~
C;) I I I i 1 CL 25
! ! ! 1 1,<;::)(1 ... 1'*1. b IIG.6 23
- GRADES TO HARD I I I I I I I 30 33 II c;RADrs WITH !'nRE SILT I
I I BORING COMPLETED AT 30 5 FEET ON 10*26*73-35 i I I I NO wATfR ENCOUNTERED.
"10 CAS INC USED.
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 111)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 98 SURFACE ELEVATION 6760 SYWBOLS DESCRIPTIONS II~~ DARK BROWN ORGAN IC S I L TY CLAY (TO PSO I L - 12")
.I~r£!=-
DARK BROWN SILTY CLAY wITH TRACE OF FINE SAND 2000 40.1 84. 1
~ CL II I11TTLED LIGHT BROWN AND GRAY SILTY CLAY WITH 19.8 7.0 1500 28.5 91.7 TRACE OF FINE SAND (STIFF) 13 iii 51---+----+---+--+--+---t----If----t---t GRADES WITH OCCAS 10NAL FI NE GRAVEL 16 a ~
15 iii ML 3205 2500 18.3 109.5 2.3*. ~ BROWN SILTY CLAY WITH SOME SAND AND OCCASIONAL
/01-----1----11---....---+--+--+---+---+---; 22 iii ~ CL FINE GRAVEL (VERY STIFF) /51-----1---11---....---+--+--+---+---+---1
- 22. I 104.6 II: :'11
. , CH BROWN CLAY WITH SOME S IL T AND TRACE OF FINE SAND (STIFF) 201----1!---+--+--+--+---h:----f--1---I 4500 16.3 J 18.6 1I .1 GRAY S I L TV CLAY WITH TRACE OF SAND AND OCCASIONAL FINE GRAVEL (VERY STIFF)
I 4000 22 Ii CL GRADES WITH r-tJRE SAND 25 I----cl~-I__-+_--cl---+--+_--t--_+_--I 4000 25.3 105.9 22
- 1" LENSE OF BROWN SILTY SAND AT 29'6" 30 - - " ' - - " ' - - " ' - - ' " ' - - - -.....- - " ' -.....- - - ......."'"--.......1 BaR ING COMPLETED AT 30. a FEET ON 10 73 WATER ENCOUNTERED AT 18.5 FEtT.
NO CASING USED. BORING 99 SURFACE ELEVATION 6711 O,........--~-..-__r-...,.--,...--..,..--..,_-... 51-----l--+--+--+--+----+---+----lI-----1 4500+ 14.2 120.1 18 *
/0 1----cl1---1----+_---1I----+--+---t--_+_--I 16
- I
/5 1---+--------+--f----l-----1 2500 18. I 115.0 14
- CL GRADES WITH MORE CLAY 20 I
I I I I 1 I 25 ...---+--+---+--+---+---+----+---+---t 5 3 ! ]000 I t - - - t - - - t i - - - t - - + - - ti- --+- - - ! - - - t l - - - - - i II I I i 1 I 300e I I 50eo 23.2
.*1 16
- Ii ML (GRADES TO VERY ST IFF)
GRAY CLAYEY SILT WITH TRACE OF FINE SAND (50FT) II~ I I GRAY oiL TY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (VERY STIFF) 30 t---t---+---t---t---t'---t---+----t----t 21 CL 80RI~JG COMPLETED AT 30.5 FEET ON 10-26-73. WATE~ LEVEL AT 3. 5 FEfT ON 10-26 73.
~o CAS I NG US£O.
35 '---'-----'-_...1..- "----'-_...1.-_---;:::... -1 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 112)
REV. 0 - APRIL T984
LABORATORY T ES T DATA ~ BORING 100
~
SURFACE ELEVATION 676.5
<Il 0
W
.... a~
-.J
",0::
",,0
... ::; ~~
<l: ~ ~ SYMBOLS DESCRIPTIONS 0
7 I ij J'" \.2L PLA(~. QRr;ANIC SILTY ~Lf<Y (TOP:"~II - P,,) t*IOTTl l'O LIGHT PRQWfl MJr GRAY ~ II TY CLAY ANr CL ~ I! T "'IITH TRACE OF CLAY ANO PACE OF FINE 5 III ; cANf (STIFF) 270n 26.3 97.9 5 4500 ... 9 II' IiiI
~
MH 21 SI! TY CLAY ',.ITH :, INE GRAVEL (HA~:)
~ll' 'AND .\NIl T~ACE (':F I
! 12201 2 ~r'O 12.5 118.5 12 I ~ CL GRACES 'ITH /-'(JPE -Ar,l 10 ~ (VERY <TIFF)
II I-... I
~f0 MOTTLED BROWN AND GRAY AY *..*IT'I PArt OF ~ ~
I 3Sue 15 I~'$:; CH c, Il.T Ii GRAY SilTY CLAY I'/ITH SAND A'ir T"VE ,F FUll'
~
4 SOD ... 15.6 118.2 GRAVEL (HARD) 15 14
~ ~
C:J 20 I I 7600 " .~ ~ '///;
"//4 CL GRADE' '..!IT:~ LESS SAND
/' :;;;
~I~~
3uro I ~I. I 1(;9.4 GPArF'S TO vERY STIFF 25 12. 30 4500 ... 23. ........... /. _ ..... GRADF' TO HARD rORING CC~"'LETED AT 3r..(, FEET ON 11.1*73, W WATER FNCDUNTERED. NO rAe; ING WED.
~ BORING 101
~ SURFACE ELEVATION 6796 a~
~~
I:)l!
~ ~ SYMBOLS DESCRIPTIONS 0 ,......,.~..,..-------------
I ~r&k- DARK BROWN ORGANIC SILTY CLAY (TOPSOIL* 12") BROWN S IL TV CLAY WITH TRACE OF SANO 9 0 ~//) CL (t-IEDIUM STIFF)
- ~ 1IIi~~f~
MOTTLED LIGHT BROWN AND GRAY SILTY CLAY *.... ITH SOME SAND AND OCCAS IONAL I" [NE GRAVEL 5 CL (VERY STIFF') 4500 ... 15 Ii .:C.**"""**'I--_-l 31 I BROWNISH-GRAY CLAY WITH TRACE Of SILT AND fiNE SAND (HARD) 10 20.5 24. 19 7 IOJ 3 20 (I ~ -
.... 4250 22 CH
~0 21 Ii CL
~
l( /5
~
GPAY S Il TV CLAY WITH SOME SAND AND f I !'IE
- - GRAVEl (HARD)
~ 5165 1500 4 500... 13 * :' I2 I . 4 23
- 20
~
'/ -'.
t:::l 19 Ii CL r,R An £<. 'wITH LESS SAND 25 13 0 30 23 11 ...-....1...._ ... BOR INC COMPLETED AT 31 5 F'EET ON IIl- 15-73. I WATER ENCOUNTERED AT 18.5 FEET. 35* NO CAS 1NG 05£0. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 113)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 102 oit ATTERBERG w .... SURFACE ELEVATION 6792 SHEAR STRENGTH
~~~ LIMITS Ci: z >-
U'l"'3: n".. JUilL l='::~:~j"r_J'OC.n t- .... ~ ~=- 11:<1>0
~g~ c.o"""(U'QH -..fNOWflt'l
'lASTIC. 'lAsrlCJT'1 ll~IT fHDtl ~z ozQ.
fi.:.!l
~;t 00 11:i4J "4
C1 ,,=, r., ~, 7j:t ::lI u "" 0 SYMBOLS bESCRIP1'IONS o I 8LACK ORGANIC SILTY CLAY VlITII TRACE OF FINE 2700 36.6 80.2
- Io!"!~t----I SANO MOTTLED LIGHT BROWN AND GRAY SILTY CLAY WITH 8 Ii TRACE OF F tNE SAND (VERY ST I FF) 2900 5
BROWN CLAY WITH SOME SILT AND TRACE OF FINE II 0 SAND (HARD) 5847 1200 4500+ 16.8 113.7 22
- 4500+ 14 OUA<;lONAL THIN SILT LAYERS 3900 24.2 100.8 17
- GRAY SILTY CLAY IdlTfl SAND AND TRACE OF FINE 4500+ 17
- GRAVEl (4ARO) 20 3900 22. 5 101.7 15
- GRAOF TO VERY ST IFF 25 SILT WITH SOME SAND (MEDIUM DEN~E) 4400 15.C' 118.5 15
- OCCA" 10NAL FINE GRAVEL 30 gORING COMPLETED AT 30.0 FEET ON II*l* 1 3.
WATER LEVEL AT 14.8 FEET ON 11-1-73. NO CASING USED.
~ BORING 103
~
a ~~ SURFACE ELEVATION 6791 t<:) l!
~ ~ DESCRIPTIONS o
4200 I OL 8LArl( ORGANIC SILT ~:tTH ROOTS
~""'t----IMOTTLED BLACK (TorSniL
- AND BROWN SILlY CLAY WITH 22")
OCCAS 10NAl ROOTS CL 5 3800 71.6 100.3 12
* (VERY STIFF)
LIGHT PROWN CLAY ~II TH S" T AND TrAC E OF SAND 4500+ 15 I;J AND FINE GRAVEL (HARD)
/0 I 4500+ ? I .4 107.0 15
- CH 4500+ 14
- GRADES WITH LESS MEDIUM AND COARSE SAND
/5 -
2027 3400 26.3 92.4 10
- GRAY Sit TY CLAY WITH TRACE OF SAND AND TRACE OF FINE r,RAVEL (VERY qlFF) 4500+ 23
- GRADES TO HARD 20 CL 25 6066 4500+ 14.9 117.3 17
- GRADES \4ITH SOME SAND 30 4500+ 17 *
.............._"'" BORING COMPLETED AT 30.0 FEET ON 11-1-73, IJO WATER ENCOUNTERED, NO CAS ING USED, LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 114)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 104 0'" SURFACE ELEVATION 672.7 l.n~~ SHE AR STRENGTH
~<r:C lr~~~~;:,~~k":~~~;t(1l T~IAX("'1".
t::~~ rl...sT,e ~LA~TlC.lty COMP""ESSION
<r..J
\...Iw,r JHO()(
... tal~,,:, bu.
b'." h tel .:1 ~hd ~~, SYMBOLS D£SCRIPTIONS 0 : 250 4250 19. 7 91.6 9
'500 I 1 12 5
I 3000 33. I 90.4 9 I I 4500 16 I 27.7 98. 3 2\
...... I I I
/0 21
~
ll.. 1 IQ.7 II} 9 19
....... /5 I 21 ~ I I ! ~ I I 3000 2?3 109.6 ~ 20 I I
I 3000 25 14.1 14.6 13500 30 PORING COMPLETED AT 30.0 FEET ON 10*15-73 .
.1'10 WATER ENCOUNTERED.
1'10 CAS ING lI~ED. BORING 105 SURFACE ELEVATION 6658
- 0 5 c 4500+
3500 30.6
91.8 DESCRIPTION
S BLACK (lRl;ANIC SILTY CLAY (TO~SOIL GPIIDES ,11TH TRACE OF FINE SANO BLACK ')lln CLAY WITH TRACE OF FINE SAND AND OCCAS I(lNAL ORGANIC MATTER (STifF)
~TTlED PRCMN AND GRAY SILTY CLAY WITH OCCAS IONAL SAND AND GRAVEL (HAR.D)
SPOWN S IL TY F !NE SAND WITH TRACE OF GRAVEL (MEDIU~\ DENSE) 17") 4500+ 15.2 118.1 BROWN SILTY ClAY ',JlTH SAND ANO TRACE OF FINE GRAvEl (HARO)
...... /0 ~ GPAY SI\ TY (LAY '..11TH SOME SAND Af;c (CCAS '*'jNAL I tNE GRAVeL (VERY ST IFF) ll.. ..... /5 ~ ~ 20 I
3250 17. I 114.7 GRADES TO ST IFF II 2500 25 I
\
l I 11710120c(. 18. 7 Ic~.6 30 cOPING Ci)MPLETEO AT 30 0 FEET ON 10-15-73 NO "IATEP fNCOUNTEPED.
'10 U.S I flG USED.
P I EWI-1ETtR INSTALLED: PVC PIPE TWO INCHES IN DIAMETER PLACED IN HOLE. PIPE SLOTTED FROM A DEPTH OF 6.5 FEET TO 26.5 FEET. GRANULAR BACKF ILL PLACED IN HOLE AND SEALED AT GROL'Nr, ~1IQ1:'ACE WITH A CLAy PLUG MJO CONCR.ETE. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 115) REV. 0 - APRIL 1984
~ BORING I05A LABORATORY TEST DATA
~ SURFAce eLeVATION 666 2 ouJ ATn~~T~RG SHE AR STR{NGTH "'I- a~
~~~
<r Z >-
- J", >-~- ....
~~~ ~ ~
~t:0N'IN(O
~~~~~1t" 1'11H.. . JtI4-\.
Jlllt.$flC p\-Ain"f.,. GO.,ftftfU.~ PJt(.$$K)N I-l-tI a:'" u I-wJU'J
<r;;j LU'.!
... IHotx
... m,:,
'l;.!i b~b '1" (r,
h Cl .:, ~:t
!!!Z 00
;:(0 0%0.
'"0 ~ ~ DESCRIPTIONS 0 ..-....,.-~r----------------
BLACK ORGANIC SilTY CLAY WITH SANa (TOPSO IL
- 26")
8 II MOTTLED BROWN AND GRAY Sll TY CLAY WiTH SOME 5 I 2000 1500 24.0 98.7 9 2
- i;J CL SAND (STIFF)
(SOFT)
""'W'I'II~--l 3 II BROWN AND GRAY S I LTY FINE SAND (LOOSE)
I 8M lOaD 9
- I--.. /0 I 12 (;I GRAY SILTY CLAY WITH SAND AND TRACE OF FINE
~
GRAVEL (VERY STIFF) II
- l(
~.
lX/eu II 1940 1500 1 3500 15.6 119. ;' 17 II GRADES ,11TH KlRE SILT
/5
~ iI I
~ 1 2000 1').1 111.5 10
- CL Cj 20 14 II GRADES WITH LESS SILT 25
~200 2 I* I 107.8 17."""'...._ _""
30 BORING COMPLETED AT 30.0 FEET ON 10-\7*73-WATER ENCOUNTERED AT 6.8 FEET. NO CAS ING USED. BORING 1058 SURFACE ELEVATION 666 6 SYMBOLS DESCRIPTIONS 0 I HAC O~(;ANIC SILT" rLAY WITH TRACE OF FINE S AllO (TO PSO I L
- 10")
2700 7 * ~~t--":;';:::"'-l PRr~~N61~~ ~~:~FW~JHo;~:~~cO~ri~~ ~~T~~~~UM 1500 9 II KlTTLED Llr,:'T BROWN AND GRAY SI[ TY CLAY WITH 5 12
- SOME ~AND (STIFF) 1902 27 II ~~I----l GRAY Sil TY CLAY (HARO) 4500+ 126.6 50
- toW'l'lHtt--"'-=--l I--.. f;PAY FINE TO ~'EDIUM SAW: '..11TH SOME SILT
/0 27 II (MEDIIiM DErISE) ~
l( 45cc+ 26
- GRAY S I L TY CLAY WIT., SOME SAND AND TRAC E ';F 8 II FINE GRAVEL (HARO)
~ ...... /5 ~
I
~ i 15(0 1 1 .1 I IS. ~ 10
- I;RAOE'* TO STIFF Cj 20 II 2000 10 \I 25 I
i ? 7~, I
! I 22 .r; 1,'4.8 16 . . . .~I.o.o_..,j GRADES I-11TH ~10RE CLAY 30 eaR 1Nr; CO~PLETEO AT 30.0 FEET ON 10* IS* 73.
NO WATER ENCOUNTERED. NO CAS INC, USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 116)
REV. 0 - APRIL 1984
~ ~ BORING 106 LABORATORY TEST DATA i ~
1-~-::@"'~:'"'"_~A~T.I..='" ,E=~:1 ~~:T~:R~G~;~~~:~S~H~f~A~R:,.,-S-T~R:E:N..,.G--rT-H~~~~:"'-~-~--r-)o-f-_---4 ~ ~ SIJRFACE ELEVATION 674.1 cn~~
~~~
TItIAX!A!..
",UT,O ......ST1C1TY.I-::".:C(>'=";;,.;
~'::$~::.-...~Ttllt ........
**:;.(;:,:.S;:,:I""::..-F~::=..,*.h.==;;.;~~*.h..:..:.:...:.;!!;z:
tot <<fit U' Q~....
~
"0:
a:<;l ~1:'T ,.~(X"O\ '7: ~~, 71 .:, 7\ .:, ~8 ~ ~ SYMBOLS DESCRIPTIONS Or-OIiio1"-...;--...... --..,...---+----"........;--.......... Q
..",..~~
- M~'-:~-I BLACK ORGAN IC SILTY CLAY WITH TRACE OF FINE SAND (TO PSO IL- 18")
20De 29,6 87,8 I9 ~ l7Z7;T7;I"-....;;~ LI G~iN~R~~~DC~e~~~ ~i T~F ')' TH TRACE OF VERY 5 1-_+-_-+__f-_+-_-+__+35::..;0:.;:0_-I-_+_-I 27
- HOTTLED LIGHT BROWN AND GRAY S' LTV CLAY WITH SOME FINE SAND, OCCASIONAL FINE GRAVEL (VERY STIFF) 18 II GRADES BROWN. WITH LESS 5 ILT AND SAND 1683 1000 2500 22,5 104.0 17 *
~~t----I 24 ~ BROWNISH-GRAY CLAY WITH TRACE OF SILT (VERY
/0 t--t---t----if----+--+--jI---+---1---f STIFF) 4S00+ 28.0 93.6 IS
- GRADES HARD 18 II GRAY CLAYEY SAND WI TH OCCAS 10NAL FINE GRAVEL
/5 t--+--+---+--+---I--+---+--+---I 19' u.I:dZ......~;.,.-.jGRAYfSH-BROWN FINE TO COARSE SAND WITH ISOO OCCASIONAL FINE GRAVEL, TRACE OF SILT II II GRAY LAMINATED FINE SAND AND SILT PARTIHGS 201----t---+---t--+--+---+---t---t---I GRAY SILTY CLAY WITH SOME SAND. OCCASIONAL I 1',"0, 28
- 28 ij FINE GRAVEL (HARD) 25 t--+--+--+---+--+--+---+--_+_---I GRADES WI TH i'()RE SAND. SOME F I HE GRAVEL 4500+ 14.0 120.6 31
- 34 II ~""'I_ _"
BORING COMPLETED AT 28.0 FEET ON 2-11-74, 30 .........- - - - - - -........- - - " - -..........---' WATER LEVEL AT 6.3 FEET ON 2-11-74. NO CASING USED. l:.? BORING 107
~ SIJRFAC£ ELEVATION 668.9 a~
*~
c;)~
~~ SYli/lOLS ()£$CRIPTION$
0 Pf""""".....- I I, I . BLACK ORGANIC - -CLAY SILTY -- -- WITH -- TRACE OF- -- FINE 2000 6
- Mm....~--t SAND. ROOTS (TOPSOIL-20")
22.2 5 II "Holil-.:.a&...of MOT6~E~1~~0~N~N~V~~¢Y s~:~g CLAY WITH TRACE 7<;0 LIGHT BROWN FINE TO MEDIUM SA NO WITH CLAY, 5 14 * ~"i"'t-."...---f OCCAS 10NAL F tNE GRAVEL BROWN FINE TO COARSE SAND WITH SOME GRAVEL, 19 II TRACE OF SILT BROWN CLAY WITH TRACE OF SILT. FINE SAIID 4500+ 27. S 12 * (HARO) 22.4 21. S 23.7 15 II GRADES GRAY AND BROWN
..... /0 ~
SOO 15
- GRAY FINE TO COARSE SAND WITH FINE GRAVEL, 12 II SOME CLAY
~ GRAY SILTY CLAY WITH SOME SAND, TRACE OF FINE GRAVEL (VERY ST I FF) ~ /5 24
- GRADES WITH LESS SI LT AND SAND
~ ~
c::s 20 4500 104.9 22.8 18
- GRADES HARD 22 SO 30 a GRADES VERY ST I FF 25 30 33 * "'""""..._ .....
BORING COMPLETED AT 30.0 FEET ON 2-12-74. WATER LEVEL AT 2.S FEET ON 2-12-74. NO CAS IHG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 117)
REV. 0 - APRIL 1984
LABORATORY TEST DATA i ~~ BORING 108
- I Oil!
~~~
~~~
ATU~~~RG
't...StlC "'.ITlCIN SHE AA STRENGTH r",j,Il4L c-ONPI't>>IOf'f!
~'f'"'tN(O fI'tIl'(lI!O't ~JIl("'?~lt/l;
~~
t- UJ
~'Z..,
~
r
~~~
I af:1
~ a:
SURFACE ELEW4T!ON 667.7 I."ur <:') ~ IHD(1
" ... 11I ... ... li.;.!i
~
h r;, :Y; ~8 ~ tc:~ 0
<X:r;j mil:' Cl .~f SYMBOLS DESCRIPTIONS 2500 10
- OL BLACK ORGANIC SilTY CLAY WITH TRACE or FINE SAND; ROOTS (TOPSOIL* 26")
MOTTLEO BROWN AND GRAY SILTY CLAY WITH TRACE 7 II CL OF FINE SAND (VERY ST I FF) C 4500+ 2 1,1 12G.4 I~
- LIGHT BROWN SILTY CLAY WITH SAND SOME FINE 5 TO MEDIUM GRAVEL (HARD) ,
13 II CL GRADES WI TH SAND AND GRAVEL 1067 2000 11.0 129.4 16
- GRADES VERY ST I FF ORANGE FINE TO COARSE SAND WITH GRAVEL, S ILT,
. 13 II SM TRACE OF CLAY ..... 10 ~
l( 13.6 123.7 13 17 II GRAY SILTY CLAY '!'11TH SOME SAND, TRACE OF FINE GRAVEL, OCCASIONAL FINE SAND PARTING (HARD) GRADES 101 I TH LESS S ILT AND SAND
~ /5 ~
2115 4500 ... 2 I ,5 104.7 14
- GRADES WITH SILT, TRACE OF FINE SAND
~
t:::l CL 20 4500 ... 22
- 4~flO+
25 21
- GRADES SI lTV, WITH SOME SAND GRAY FINE: TO COARSE SAND WITH GRAVEL, CLAY 13
- SC 30 BORING COMPLETED AT 30.0 "EET ON 2-12-74.
WATER LEVEL AT 4.0 FEET ON 2*\2* 74. NO CAS ING USED.
~ BORING 109
~ SURFACE ELEW4TION 669.6 a~
~~
()~
~~ SYMBOLS DESCRIPTIONS 0 OL BLACK ORGANIC SILTY CLAY WITH FINE SAND, 2000 9
- ROOTS (TOPS01L-21")
MOTTLED BROWN AND GRAY sILTY CLAY WITH TRAC E 12 II CL OF F \ NE SAND (VERY ST I FF) II
- GRADES WITH OCCAS IONAl FINE GRAVEL 5 MOTTLED BROWN AND GRAY CLAY WITH TRACE OF 23 Ii CL SILT, FINE SAND (VERY STIFF) 15.2 7.1 4500 14. I 121.6 16
- BROWN SILTY CLAY WITH SOME SAND, OCCASIONAL F I HE GRAVEL (HARD) 17 II
..... /0 22
- CL GRADES VERY ST I FF, WITH SOME FINE TO
~
4005 \500 ZOOO 15.1 119.~ MEDIUM GRAVEL 27 II GRADES WITH GRAY
~ /5 GRAY SILTY CLAY WITH SOME SANO. FINE GRAVEL 3200 11.9 121. 8 14. (VERY ST 1FF) ~ ~
t:::l 20 3000 14
- GRADES WITH LESS SILT AND SAND CL 25 1??7' /"l;OCl n Q 1110 7 33. GRADES HARD 2500 18.6 II 1.3 14
- GRADES VERY ST IFF 30 BORING COMPLETED AT 30.D FEET ON 2-12-74.
NO WlT ER ENCOUNTER EO. NO CASING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 118)
REV. o - APRIL 1984
~ BORING 109 A LABORATORY TEST DATA
~
",""° ATU~MRG SHl::AR STRE/,GTH ;.-
.3 r~_
.,. a~ SURFACE ELE\It4TION 670.7
",'" r;~:4{~~t~::.j V.~~;~~~ ttll ~
~
Hl'I,lo.)l I A\.
;.-~ oct"
wO Pl.-ASTle. P'lASl'(~ln C.)MPFi(SSIO,.. V
~
... e:;
a; L;NIT
'" .. ral:f INO[X
'bl ~',
~
tJ; h Id1 ,:, Z 0
<)
°G'"
0 ~ ~ SYMBOLS DESCRIPTIONS 0 I I
......_t-:=~....j BLA~~NgR~~~~~O ~~LT: ~ij~) ';lITH TeACE OF FINE 2200 9 11 13 iii u.....t--:::::.=......j BROWN AND BLACK CLAY WITH SO ME 5 IL T AND T-RAC E OF ORGANIC MATTER (STIFF)
I I-()TTLED LIGHT BROWN AND GRAY SILTY CLAY '.... ITH 5
! I 40CH") 28.9 91.1 II 14 iii
- TRACE OF FINE SAND (VERY STIFF)
GRADES WITH OCCAS 10NAL COARSE SAND I-()TTLEO BROWN AND GRAY CLAY 101 ITH TRACE OF
- 22. I 29.2 4500.
24.9 99 5 17 16 II
- SILT (HARD)
/0 3762 500 4500+
4500+ 16.2 116.2 27 18 iii
- BROWN SILTY CLAY WITH SOME SAND AND OCCAS 10NAL FINE GRAVEL (HARD)
- h. /5 18.5 11 2. I 16 I
~ I I
l.( GRAY SILTY CLAY WITH SOME SANG MID TRACE OF
~ 13700 18 II FINE GRAVEL (VERY ST IFF') ...... 20 ~ I ! ~
l:::) 25 3 14 51 25.0 99 0 20
- GRAOES WITH LESS SILT AND SAND 34 a GRADES WITH MORE SILT AND SAND 30 2400 19.7 114.0 21 .....""'..._ ......
35 BORING COMPLETED AT 350 FEET ON I 1 73, NO WATER ENCOUNTERED. NO CASING USED .
~ BORING 110 a~ l3 -.!
SURFACE ELEWATfON 670. 8
~,
ql ~ D£SCRIPT10NS o 12 1!I 1oilI'I....J.,.;::;.::.---IBRO~:Ng~G~~6isS ~~~sg~t~ 2~ .'.1 H TRAC E OF' F 1HE MOTTLED LIGHT BROWN AND GRAY SILTY CLAY WITH 2411 TRACE OF FINE SAND, OCCASIONAL FINE GRAVEL 4500 22.9 103 0 18 * (VERY STIFF) 5 GRADES WITH SOME FINE SAND, GRAVEL 19 II GRADES HARD 2000 23.3 96.3 13. GRADES WITH LESS SI LT, SAND, GM VEL GRADES VERY ST IFF
"" 1 16 II BROWN WITH GRAY MOTTLED CLAY WITH TRACE OF Sill
/0 (VERY STIFF)
- I nce 18.8 114.4 13
- BROWN S I LTV CLAY WITH SOME SAND. 1", NE GRAVEL 16 II (VERY STIFF)
I
/5 201 GRAY SI tTY CLAY WITt-! SDHE SAND, F HIE (-RAVEL 3000 (VERY STIFF) 20 I
I, 4200 13.5 123.7 GRADES WITH LESS SILT MID SAt<D 261 1 GRADES HARD I 25 I f,?f,t:, "000 I t 4 t:,oo I
- 11. .4 11<1<1 29. GRADES WITH SOME FINE TO MED I UM GRAVEL i
I 14200 30
- 30 BORING COMPLETED AT 30.0 FEET ON 2-14-74.
NO WATER ENCOUNTERED. NO CAS I NG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGU RE 2.5- 19 LOGS OF BORINGS (SHEET 119) REV. 0 - APRIL 1984
LABORATORY TEST D.A.TA BORING III OW ATU~~~RG ...:z: SURFACE ELEW4TION 671 8
~~~
SHEAR STRENGTH )- Ulcr:~ \01 >-~- fJttAJ:tA'"
.. {"tOtf ~F"'!"'to
_UKlOI P'("'~~TI. ...~
~g~
cow~ 0::11>" P\..ASTIC "'..."t'rr oz .. LUtlT LNOlii
~ ~ lU m;';. tt1~
1J.. a:ii:l ~.=f "iI ,:, u Q ()£$C/fIPrlON$ 0 BLACK ORGA~IC SILTY CLAY WITH TRACE OF FINE 1500 10 * ~~I-"'--=--l SAND. ROOTS (TOPSOIL-IB") I 9 \I LIGHT BROWN CLAY WITH SOME SILT, TRACE OF FINE SAND. ORGANICS (STIFF)
- 5 I i 4250 27.2 94.9 9
- MOT6~E~ I ~~O~~N~~Oog~:~ t6~~~\~~~\~10~L T~~~~O) 14 iii I 20
- BROWll WITH GRAY I-OTTLED CLAY WITH TRACE OF SILT (HARD)
...... /0 24.7 24.0 I i I 23 iii ~
C i \ 4000 I 26.3 98.0 25
- DARK BROWN AND GRAY FINE TO MEDIUM SANOY SILT LC 20 iii lW+Wir-.:.:':'='-l WITH SOME FUlE GRAVEL. TRACE OF CLAY.
OCCAS lONAL SAND PARTINGS
~ I I 4" SEAM OF COARSE SAND AND F:INE GRAVEL GRAY SILTY CLAV WITH FINE TO MEDIUM SAND.
/5 TRACE OF FINE GRAVEL (VERY STIFF)
~ I I 20 *
~ I c::s !
20 I 10 11 I I 4000 111: A Ilq 7 GRADES HARD WITH OCCASIONAL FINE TO 25 28 * ~~~-i COARSE SAND SEAMS 4500. 48 II ..........-.;;..... GRADES WITH SOME FINE SAND, LESS SilT BOR I NG COMPLETED AT 27.0 FEET ON 2 - I 5-74. WATER LEVEL AT 15.0 FEET ON 2-15-74. NO CASING IISEO. 30 t! BORING 112
~ SURFACE ELE ...TION 617.6 a~
- o 5
4500. 4500. 23.5 18 7
- 27. 5 93.8 114 ~
97.4
~~
Q1~ 16 29 II 32 19 iii
'Xl Sylti/lOL$
- lLU"""""" ......... J 1"1"l'T"""'......... ='--'
(J£SC/tIPTION$ BLACK ORGANIC CLAYEY SILT (TOPSO IL) BLACKISH-BROWN CLAVEY SILT WITH TRACE OF FINE SAND MHTLED BROWN SILTY CLAY WITH TRACE OF SAND AND OCCAS 10NAl FINE GRAVEL (HARD) LIGHT BROWN CLAVEY SILT WITH TRACE OF GRAI/EL (HAIlO) I-OT'TLEO BROWN CLAY .... ,TH TRACE OF SAND (VERY ST I FF) 23.5 29.9 2500 20 13
/0 27. 5 96.7 18 I~
I
/5 2770 4500+ 27.4 96.2 14 GRAV SilTY CLAY \oII'TH TRACE OF SAND AND FINE GRAVEL (HARD)
Z7 \I 20 4000 1 Z. B 124.8 30
- 20 1 ................._ ...
30 BOR ING COMPLETED AT 30 0 FEET ON II- 5-73.
~ WATER ENCOUNTERED.
~ CASING USED.
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 120)
REV. 0 - APRIL 1984
- 0 lIle~
- n~i
~~m
<<..J IIJ ATTERBERG
,.U,Tta.
I'MITS I.I ... T
~
LABORATORY TEST DATA
,,-.UIl"1"'I lJilOIX
~
71
~
'~f r"'.XI1.1.
COW"lUSlOOl r&1~ rn SHEAR STRENGTH
~".(D ,-~lT J!.
t~~ _ft.
.iL t'a1 .:.
"'~
IX:
~I-tf
~z 00
- 10 z
- JII,J
- 10 z
>J::_
a::",u cz'" IIJ Q BORING 113 SURFACE ELE ....TION 619. I OESCRIPTIONS BLACK ORGANIC SILTY CLAY WITH TIlACE OF FINE I 2250 M~~--;t'OT~t~g'B~ge~\~~O~~~~Lctl~\mH 1. 10
- SOME SILT, 10 Ii TRACE OF FINE SANO, ORGANICS'(VEIIY STIFF) 5 287 22t;O 21. :; 101.7 t'OTfHgEL~~~A~~~W~C~~~lg~~tNG~l~R ~k~1F~ITH 16 g BROWN WITH GRAY H:lTTLED CLAY WITH TRACE OF SILT (HARO) 4500 ... 15
- 15 II
..... /0 21 * ~
TX/CU 2149 1500 4500... 23.5 104.6 25 a
~ /5 22 II ~ GRAOES GRAY, WITH MORE S I LT ~
GRAY SILTY CLAY WITH SOME FINE SAND, TRACE OF F I HE GRAVEL (HARO) C:i 20 4500 ... 12.9 126.4 25
- 25 24 a ~~","",,::':'"-iGRAY MEDIUM TO COARSE SAND WITH OCCASIONAL FINE GRAVEL GRAY SILTY CLAY WITH SOME FINE SAND, TRACE OF FINE GRAVEL (HARD) 4C;00 ... 16.0 117 0 30 BORING COMPLETED AT 30.0 FEET ON 2*15-74.
WATER LEVEL AT 18.1 FEET ON 2-IS-74. NO CAS I NG USED. BORING 114
- o PERM 2000 500 6
- 3 II 4
- 8 II
$YMIIOLS 1*1 OL ML SURFACE £LE'tMTION 6
74.7 DESCRIPTION
S BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE SAND, ROOTS (TOPSDll-22") GRAiR~~IHO~R~~~E~r~5~DO~~~~ 1~~~v~g~ES~~~~~ GRADES MEDIUM STIFF WITH LESS CLAY. SOME FINE SAND ORGAN I CS GRADE OUT GRADES WI TH TRACE OF CLAY 900 2500 24.0 102.9 II
- GRAOES VERY ST I FF GRAY CLAY WITH SOME SILT, TRACE OF FINE SAND,
..... /0 13 a CL aeeAS 10NAl F J HE GRAVEL (HARD) 4500+ 2 S. 1 102.2 14 * ~ ~
14 II GRAY SlliY CLAY WITH SOME FINE SANO. FINE GRAVEL (HARO)
~ /5 ~ 14.4 7.7 2889 2000 4000 14.1 121.4 17
- GRADES WITH LESS 5 I l T AND SAND
~ CL ~
20 18 II 25 8 Q GRADES WITH LESS 5 I L T AND SAND 16 II BORING COMPLETED AT 28.0 FEET ON 2-1S-74. 30 WATER LEVEL AT 6.0 FEET ON 2-15-74. NO tAS 1NG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 121)
REV. 0 - APRIL 1984
BORING 115 LABORATORY TEST DATA SURFACE ELEWIATION 677.7
",e~ ATTERBERG LIMITS SHE Aft STRENGTH "'I-lr z >-
... "'X =>I.IJ ,...t:_
- f~ ~~=~.~~1'l. ~;~ ozII.i ...
ffU1XfAL
~L.A'TIC .....Ul¢lt'l COW'IiIl:UtON lr"
1-",,,, Cd ... LIW'f
)"'0(1(
!L:.!i ret.:, i1 ::, m .is.
.is.
rdl ..:, 00 2° 0 SylttlllOLS DeSCRIPTIONS 0 BLACK ORGANIC ClAY WITH SOME SILT (TOPSO IL
- 9")
OARK BROWN SILTY CLAY WITH TRACE OF SAND I<lnLED BROWN AND GRAY SILTY CLAY WITH TR'ACE 5 4500 ... 13 17 II OF SANO AND OCCASIONAL GRAVEL (MARD) 21.9 24 31
- GRAOES WITH LESS SAND SAND GRADES OUT 4500... II
'"~ /0 4500... 26.5 98.4 24 l.a..: 2500 18 II BROWN FINE SAND WITH SOME SILT (MEDIUM DENSE) ~ /5 17 ~ ~
GRAY SILTY CLAY WITH SOME SAND AND OCCASIO'NAL FINE GRAVEL (HARD) 4500... M
- c:::. 20 5986 15.2 118.6 22
- 25 4000
~O BORING COMPLETED AT 30.0 FEET ON 10- 16-73.
WATER LEVEL AT 3.8 FEET ON 10- 17-73. NO CAS ING USED, BORING 116 Sl/R,.ACE ELEl44TION 681. 9
- o 5
801 2500 2500 4500 ... 24.7 24 1 94.4 QQ Q 9
- 7 I II
- 17
- 18 Iii SylttlllOLS rTn"l"r.l~IUIL...IBLA~~N~R1~~~;0~t:nIl1LAY WITH TRACE OF F I~E BROWN AND BLACK SILTY CLAY WITH TRACE OF I" INE SAND, ORGANICS (VERY STIFF)
BROWN g~~~nO~~~~EL~~~~E~ROWN
~~~~ ~tA~Re~~O~JME I
I" I NE GRAVEL (HARD) I" I HE AHD GRAY WITH SA~O, TRAC E 0 I" GRADES WITH SOME SI LT, TRACE OF F I HE SAND 26 a 19
- BR(l(~E~~A~T~tr: TRACE OF SILTY VERY FINE SMIO 3207 1500 3750 25.5 99.3 2~ I GRADES GRAYISH-BROWN SAND GRADES OUT GRAY SILTY CLAY WITH SCME FINE TO MEDIUM SAND, 4500+ 21 I FINE GRAVEL (HARD) 4500... 11.3 121.9 I~ Iii 23 II GRADES WITH LESS SILT AND SAND 25 4500 16.7 115.3 18 ....""""'...._ ...
30 BORING COMPLETED AT 30.0 FEET ON 2-15-74. WATER LEVEL AT 23.7 FEET ON 2-15-74. NO CAS IHG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 122)
REV. 0 - APRIL 1984
LABORATORY TEST DATA ~ BORING 117
~
e,nfj5
- ~;
ATTEFl8ERG LIMITS SHEAR STR£NGTH
~~
~W
>-1;:_
a~ SlJHFAC£ ELEWlfTlON 682 9 T'e I'1.... STlt.1TV TItIAXIAl. COwPIil'EUtOH
~.OH"H(O PJlt£SSM)N "u'1'~:t'(" ;~ .. or"," ~ ~
~~::I JlI..*
- LIMit INOt. QZ'"
w C) ~ a;..J w
... ... ~
m.~, '&1 ::, h Cl .~, h d1 .:, 00
- &0 Q
~ ~ SY1JIBOLS DESCRIPTIONS o BLACK ORGANIC SILTY CLAY WITH TRACE OF FIN!
SAND (TOPSOIL - 12") BLACKISH-BROWN SILTY CLAY WITH TRACE OF FINE MoiJIj....I - - - - f SAND AND TRACE OF ORGAN IC MATTER 5 6734 500 4500+ 18.6 107.7 16
* (MED IVH ST I FF)
LIGHT MOWN SILTY CLAY WITH SAND AND TRACE OF FINE GRAVEL (HARD) 4500+ 19.9 108. , 24
- GRADES WITH LESS SAND 4500+ 31 iii 10 II BROWN SAND WITH SOME F I HE GRAVEL AND TRACE OF SILT (VERY LOOSE) 15 21.0 107.7 14
- GRAYISH-BROWN SILT WITH TRACE OF FINE SANO AND FINE GRAVEL GRADES WITH I-CRE SAND I
13
- aCCAS rONAL 2" !'ROWN SANa LENSES 20 GRAY S I L TY CLAY WI TH SAND AND TRACE OF I' I NE GRAVEL (VERY STIFF) 25 26 "
23 II 22 ......""..._ ... 30 BOR I NG COMPLETED AT 30.0 FEET ON 11* 5* 73. WATER ENCOUNTERED AT 11.0 FEET NO CASING USED. i a~ BORING 118 SlJ"FACE ELEWATION 684.7
~,
- o 5
19*4 15.8 29.7 20.4 20.9 92.0 106.9
~~
17 21 7 36 II
~
SYMBOLS D£SCRIPTION$
..,...,.t-';":::....jBLACK ORGANIC SILTY CLAY (TOPSOIL* 10")
KlTTLED GRAY ISH-BROWN 5 IL TY CLAY (STIrn BROWN SILTY CLAY WITH TRACE OF FINE SAND AND OCCASIONAL FINE GRAVEL (HARD)
/0 4000 27.3 \03.2 13
- GRADES WITH LESS SAND I-CTTLEO GRAY AND BROWN CLAY WITH SOME SILT 25 II (VERY STIFF)
/5 3455 15* 5 110.3 II GRAY SILTY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (VERY ST IFF) 3000 18 II 20 GRAY SILTY SAND WITH OCCASIONAL FINE GRAVEL (MED I UM DENSE) 23
- 25 GRAY SILTY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (VERY STIFF) 3500 30 BOR ING CDMPLETEO AT 30.0 rEET ON 10*17* 73.
WATER ENCOUNTERED AT 5.3 FEET. NO CASING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORl
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 123)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 119 SURFACE ELEW4TION 6865
~s~
........ :z:
- }~~
"'~Ul
~a DESCRIPTIONS 0 BLACK ORGANIC CLAYE't SILT (TOPSOIL - 12")
mTTLED GRAYISH*BROWN SILTY CLAY WITH TRACE 19110 250 2500 24.3 91.3 OF FfNE SAND (VERY STIFF) BROWN SILTY CLAY WITH SOME SAND AND TRACE OF 5 1--+--I----+---1r---+--~ 3500 1'1 NE GRAVEL (VERY ST IFF) 5856 4500+ 21. 2 105.7 GRADES WITH LESS SAND
/0 ~
I.( 4500+ 28
- GRADES TO HARD BROWN SILTY SAND WITH TRACE OF GRAVEL (MEDIUM DENSE)
~ /5 18
- SM
- t:
..... ........- GRAY FINE SANOY SILT WITH TRACE OF CLAY AND TRACE OF MEO IUM TO COARSE SAND fb ~ 20 41';/10+ 12 8 124 4 20. (MED I UM DENSE)
ML 4500+ 22
- 25
- GRAY SILTY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (HARD)
I'...'l CL 4500+ 14.9 121.0 28 ..... -7"'~'%...._ ....
- 10 BORING COMPLETED AT 30.0 FEET ON 10*30*7).
WATER LEVEL AT 27.0 FEET ON 10*30*73. NO CASING USED. l:! BORING 120
~
a::: SUI/FACE ELEWATION 688 6
- 0 5 1--+----i---t---t--+----1 4500+
3250 25.0
- 18. a 94.4 110.4 20 20
~~
qf ~ 13 *
~
SYMBOLS
* ~~ill:,,\
- %~ CL ij OL CL SM DESCRIPTIONS BLACK ORGANIC SILT wITH TRACE OF CLAY (TOPSOIL*
12") BROWN SILTY CLAY WITH TRACE OF ORGANIC MATTER (VERY ST! FF) to{)TTLED GRAYISH*BROWN SILTY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (HARD) BROWN SILTY SAND WITH TRACE OF FINE GRAVEL (MEDIUM DENS!)
/0
..... 3000 I~ GRAYISH*BROWN SILTY CLAY WITH SOME SAND AND
.1 21
~
TRACE OF FINE GRAVEL (VERY STIFF) l4.: 2716 4500+ 22.5 102.0 e GRADES WITH LESS SAN'
/5 OCCASIONAL THIN SAND LENSES ~ ~ ~
l:::I 20 3000 17 .1~ CL GRADES TO HARD GRADES WITH LESS SILT 22 *
~
~ GRAQ.ES WITH MOllE SILT AND SAND 25 ~~~~t--....oot
,F/ GRAY S IL TY CLAY WITH SOME SAND AND TRACE OF t%:: FINE GRAVEL
~~
~
30 19 .~ CL 15 ~"""'~...._ . - II .. oeCAS lON,,1. TIj IN I.ENSES OF' GIUY SILTY SAND WITH !l~.CE Of' GRAVEl. BOR I Nt. COMPLETED IT 33.5 FEET ON 10*30*73. 35 .....- - -......- - - -......- .....- - - -......- - - -.. WATER ENCOUNTER En AT 12.0 FEET. NO CAS I NG USED. PIEZOMETER INSTAllED, Pvc PIPE TWO INCHES IN DIAMETER PLACEO IN HOLE. PIPE SLOTTED FROM A DEPTH OF 1.0 FEET TO 21.0 FEET. GRANULAR BACKfiLL PLACED IN HOLE AND SEALED AT LA SALLE COUNTY STATION GROUND SURFfCE VI I TH A CLAY ~LUG AND CONCRETE. UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 124) REV. 0 - APRIL 1984
BORING 121 LABORATORY TEST DATA SURFACE ELEWATION 689.0 SYM80LS DESCRIP'TION$
~ OH - 6"2 I ~ CL BLACK ORGANIC SILTY CLAY (TOPSOil 8LA~~~~HA~~0~~Gi~T~\i~¢~RWITHTRAcE O' "lNE 28.7 93. 5 8' II II
~~
MOTTLED GRAYISH*BROWN SILrY CLAY wITH TRACE OF SAND 'STIFF) 5 1750 40. e e1.2 9. ~ CL GRAOES WITH LESS SILT
~J?~
BROWN S IL TY CLAY WITH TRACE OF I" INE SAND 17 II (VERY ST I FF)
/0 " ~ ?(\ 4<;00 ...
19 * ~ ~
"~l4: 3150 750 4500+ 26.7 29.3 96.8 94.0 16 * ~ ~ CL t1'I%~~ ML
~
/5
~
~
~ 4500 ...
GRAY ISH-BROWN SILTY CLAY WITH SOME SAND AND TRACE O. F IHE GRAVEL
~
t:.::) 20 (VERY STIFF) 25 17.5 114.8
- 1' ~
~
CL OCCAS 10NAl 4" LENSE OF GRAY S IL TY I" I HE TO MED lUM SAND GRADES WI TH f.()RE SILT AND I" I NE SAND 17' ~ 30 3750 16.
~
BORING COMPLETED AT 31.0 FEET ON 10-17-]3. WATER LEvEL AT 15.0 FEET ON 10-17-73. NO CAS I NG USED. 35 ial3 BORINel22 SURFACE ELEWATION 692.0
~~
t.i~ SY",BOLS DESCRIPTIONS 0
* ~ I\.Qh... BLACK ORGAN 1C SIL TY CLAY (to PSO IL - lO"}
2250 24.2 96.2 7
* ~
~~ CL GRAYISH*~ROV!N SILTY CLAY WITH SOME SAND AND TRACE OF "' NE GRAVEL (VERY ST rFF) 5 4250 20.4 107.1 14
* ";'~-~G1UYIS"'-8ROWN SIl.TY CLAY WITH TRACE OF SAND AND TRACE OF FINE GRAVEL (HARD) 4500+ 19.4 109.2 16
"~l.C /0 4500+ 23
- CL GRADES WITH LESS SAND 23.7 102.(, 19 *
~ /5 ~ ~
c::s 3000 e6.7 96.7 14.
~
~ GRAY S IL TY CLAY WITH TRACE OF FINE TO MED IUM SAND AND OCCAS 10HAL I" I NE GRAVEL 20 %~ CL (vERY STIfF)
~~
.:. SP GRAY FINE TO MEDlUl-1 SAND WITH TRACE OF' SILT 18 . . . .~ .* _ lMEDIUM DENSE)
GRAYISH*BROWN SANDY SILT WITH TRACE OF' CLAY 25 ML (MED IUM DENSE)
~I--- GRAY SILTY CLAY wITH SOME SAND AND TRACE OF'
~ CL GRAVEL (HARD)
~
30 11 El 123 4 28 *
...."""'_...J BORING rrJMPLETEO AT WO FEET ON 10-29-73.
WATER ENCOUNTERED AT 24.0 FEET. NO CAS' NG USED t LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 125) REV. 0 - APRIL 1984
LABORATORY TEST DATA t! BORING 123
~ SURFACE ELEYATION 6969 0 .....
.... a~
~~~ z lt~
~~~ '"I-of Z <:) ~
"'wtll Q:;.J o<J ~ ~ SYMBOLS DESCRIPTIONS 0
I ~ ~ I\.Qk... BLACK ORGAN IC S I L TY CLAY WITH TRACE OF F filE
- 10. ~ CL BLA~~7~H:~~6~~I~ILTrLAY (STIFF) 6424 4500-+ 16.6 110.6 16' ~ LIGHT eROWN SILTY CLAY WITH TRACE OF SAND AND
~
.I FINE C,RAVEL (HARD) 5 4500. 17.7 112.4 28 GRADES WITH LESS SILT
/0 4500+ 26 * ~ GRADES DARKER BROWN
~ CL
~~
I-...
~~ /5 4500+ 71.9 )01.6 ~ ~ ~
20 1--+---l--4-----.1f----+----\ 4500 ~ ~~. f?3~
~~
GRADES WITH LESS SAND GRAY CLAYEY SILT WITH SAND (HARD) t::l 2430 ~OOO OCCASIONAL THIN BROWN SANO LENSES 25 22
- 30 BORING COMPLETED AT 30.5 FEET ON 10-29-73.
WATER LEVEL AT 27.5 FEET ON 10-29-73. NO CAS rNG USED,
- M BORIN6124 SUitFACE ELEW4T1ON G9GS SYMIIOLS DESCRIPTIONS 0
27 5 83. I
* ~~
12
- BLACKISH-BROWN ORGANIC SANOY SILT (TOPSOIL*
26" )
/'()nu:o GRAYISH-BMWN SILTY CLAY (VERY STIFF)
~
5 4 500+ 23 II ~ CL 19.4 111.0 21 * ~ BROWN SI l TY CLAY WIlH SOME SANO ANO TRACE OF 4500+ 49 II ~ FINE GRAVEL (HARD) 17.6 113.6 45
- I-... /0 CL
~
~
~ II ~
18.7 107.4 20
- 51~""~---l GRAY SILTY CLAY WITH TRACE OF SANO AND
~ /5 OCCAS 10NAL FINE GRAVEL (VERY ST IFF') ~ ~
t::l 4250 23 * ~ GRAOES WITH lESS SANO 20 CL 12.2 4.3 13.7 124. I 28
- ML GRAOES wiTH SOME SANO ANO OCCAS tONAL FINE GRAVEL 25 5814 12.2 125.9 40
- 30 BORING COMPLETED AT 30.0 FEET ON 10-18-73.
WATER ENCOUNTERED AT 20.0 FEET. NO "CAS I Nt; USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 126) REV. 0 - APRIL 1984
~ BORING 12~
LABORATORY TEST DATA
~ SURFACE ELE...TlON 68<4 7 Cf\S~ ATn:~~T~RG SHEAR STRENGTH ~~ >- al3
~:;:i ........
- >1lJ
>-=- ~ ~
~~~
<<cj
,. ......TIC;;
LI:U
"."TIC'T'1 INOll
""IA;(IAL.
C06ti""(HIOH
!i.:.!i.
rtl.=, Ii) ::,
~,.~tC~T 7\! ~
II'Oekn ___ 1'(. 9.1.
~Z 00
- au Q:l/)"
QZ'" I.IJ Q
<:) ~
~~ SYMBOLS DESCRIPTIONS o BROWN SANOY GRAVEL WITH TRACE OF SILT 4400 22. 5 100.7 9 * (ROAD COVER)
~~!--" __-ISLA~~A~6jTY CLAY wrtH SOME SAND ANO I:RAVtl..
3500 20.0 107.3 II
- I-()TTLED BROWN SILTY CLAY WITH TRACE OF SAND 5 AND OCCASIONAL FINE GRAVEL (VERY STIFF) 4500+ 18 19 0 GRADES HARD
...... /0 GRAYISH-BROWN CLAYEY SILT WITH SOME SAND
~~ 4500+ 16
* (HARD)
~ /5 4c;nn+ 11 ~ 11/0 ~ 12
- t GRAY SILTY CLAY WITH SOME SAND AND TRACE OF
...... FINE GRAVEL (STIFF) ~
13
- C'.::l 20 GRAYISH-BROWN SILT WITH SOME SAND AND TRACE OF CLAY (LOOSE) 25 9
12 II
- DCCAS 10NAL LENSES OF COARSE SAND AND GRAVEL GRAY SILTY CLAY WITH SOME SAND AND TRACE OF GRAVEL (STII'I")
lQ I 111 Q II
- BORII<<i COMPLETED AT 30.0 FEn ON 11-6-73.
WATER ENCOUNT!RED AT 11.5 FEET. NO CAS I NG USED. t! BORINe 126
~
~!J) SURFACE EUlfATION 676.6
(,,)1&1
~~
<:) ~
~~ SYMIIOLS DESClt'PTION$
o
- BLACK ORGANIC SILTY CLAY (TOPSOIL* 8")
2600 27.5 91.9 6
- MOTTLED BROWN AND GRAY CLAY WITH SI LT AND TRACE OF FINE SAND (VERY STIFF')
5 3200 22.3 105.2 10
- MOTTLED BROWN AND GRAY SILTY CLAY WITH SAND AND TRACE 01" I" INE GRAVEL (VERY ST IFF')
14 0 23 II
/0 4500+ 23
- BROWN CLAY WITH SOME SILT AND TRACE 01" FINE SAND (HARD) lt50o+ 21
/5
!TX/CU 7162 15Qo 3800 21.6 101.9 16
- GRADES TO VERY ST IFF GRAY SI L TY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (VERY ST IFF')
3250 12
- 20 2500 18.6 111.2 13
- 25 GRAY SILT WITH SOME CLAY (MEDIUM DENSE)
OCCASIONAL THIN LENSES OF FINE TO MEDIUM SAND BORING COMPLETED AT 30.0 FEET ON 10-27-73. WATER LEVEL AT 29.0 FEET ON 10-27-73 NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 127) REV. a - APRIL 1984
~ BORING 127 LABORATORY TEST DATA
~
a~ SU"'ACE ELE ...TION i579A
~,
~ ~ SYkllIOLS I>£SCRIP.,./oNS
- rJ7JTiI OL.
IlLACKISH-BROWN ORGANIC SII:.TY CLAY (TOPSO fL - 18")
~
3255 250 2 1.4 108.5 MOTTLED GRAYISH*BROWN SILTY CLAY. SOME rlNE SAND AND TRACE or GRAVEL (STirn
~ CL 51--+---+--I--+-_+---I~4 5~00J.%..f-_-I~_..f 19 a JIji%/'~---1
- 11. 4 14.7 14.7 119.9 22 * ~ ~ ~TTLEO GRAY AND BROWN SILTY CLAY WITH TRACE
~ ~ or SAND AND rlNE GRAVEL (HARD) 4500... 48 * @~
/0 ..--_+-_-I-_-+_-+_--l_ _-+-_--l~I:..:..:..3.9,-+...:.1.:..:16~'..q9 41' ~
'.% CL
/51--+--+--+-4--+---+---+--I--...f 4500...
15.3 119.5 :: ~
~;;;
IGRAY SILTY CLAY WITH TRACE or SAND AND OCCASIONAL rlNE GRAVEL (VERY STlrr) II 4200 23
- 2Ot---l....--r---...----4,..------+--+---+---+---I CL 15.5" 118.5 26
- GRADES WITH SO/04e: SAND 251--+--+--+--+--+---+---+--+--...f 2000 20
- 30 ...........- - - -......- .....- .....- .....- .....- .....- ..
BORING COMPLETED TO 30.0 rEET ON 10*'9-73. NO WATER ENCOUNTERED, NO CAS I NG USED.
~ BORING 128
~lI) SURFACE ELEWlfTION 673.2
~'"
lItr ()~
~~
SYkl60LS D£SCIt'PTIONS 0 ..........-..,..-.....-,.........-...,.-...,.-..,..-.. """'~ '\ OL BROWN AND BLACK ORGANIC SILTY CLAY WITH TRACE 3394 4500+ 1~.8 110.7 II *
~ '\..£!:.. or rlNE SAND BROWN S I L TY CLAY WITH TRACE or r I HE SAND
~ ~TIi~g :~gW~R~~~ g~A~R~~~[Y (~i~b)WITH SOME 5 ~~f---+--+--+-+---1I---+---+--I 20 II ~ GRADES WITH MORE SILT 4500+ 13 .8 121.720.
10 I - - + - - - - I - - - + - - - - l - - + _ - - - + 4SOO+ 15.5 115.3 CL 4500+ GRADES WITH LESS SAND
/51-----4--+----4--+--1---+--4--4---1 GRAY SILTY CLAY WITH SOME SAND AND TRACe: or FINE GRAVEL (HARD) 20 1-_+-_--I~--+----I-_+_--t-4_20-0__lr___'17-.'"-3 -+---1 2340 3000 16.9 112.4 II
- CL GRADES wITH KJRE SAND 25 GRADES TO VERY ST I Fr 3O ..._ ..._ ...._....,j1.-_...._ ..._ _..... 24..0..
0 ..... ... BOR IN{; COMPLETED AT 30.0 rEET ON 10-26-73. WATER ENCOUNTERED AT 18.0 FEET. NO CAS I NG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 128) REV. 0 - APRIL 1984
LABORATORY TEST DATA ~ BORING 129
~
IIlS~
- ~i
~~l;i Cl:t;j ATU::\-~RG LU'lf "UITIC ......u'C.....
IlIiot)&: li:.!i..
"iI.:'
SHEAR STRENGTH r"IAXIAl (;.OM".r:u""" il:!; h. C1 ,:,
~~:r-"'f"'u fil!
~~
- >IU
~~
~:z 00
- al,)
)-
>=-
ell oz*
~
at1
~,
~~ SYMBOLS SURFACE ELEW4T1ON 674.8
{)£5CRIPTICN5 0 I
~
iii BLACK ORGANIC SILTY CLAY WITH TRACE Of fINE SAND (TOPSOIL - 9") 4500+ 16.9 104.7 3:)
* ~
BROWN AND GRAY SILTY CLAY WITH TRACE OF FINE SAND (HARD) M)TTLED BROWN AND GRAY SI LTV CLAY WITH SOME 5 42 4500+ 11.0 111.7 44 "* SAND AND TRACE OF fINE GRAVEL (HARD) GRADES WITH LESS SAND 47 Ii CL
/0 4500+ 21.0 106.0 41 II ~
~
4500+ 25 Ii ~ 2000 21.0 103.0 14
* ~
d Q ':) Q BROWN SAND W'"TH SOME SiLT (MED IUM OENSE)
..... /5 3500 16 II SN ~
l( BROWN AND GRAY CLAY WITH TRACE Of SILT. SAND ANO GRAVEL
~ 20 3500 24.1 99.4 14
- CH
~
fb
~ 25 25
- OCCASIONAL THIN GRAY FINE TO MEDIUM SAND LENSES GRAY SANDY CLAY WITH SOME SILT SC 'MEDIUM STIFF) 30 '7.11 112.9 6 BORING COMPLETED AT 30.5 FEET ON 10-26-73.
WATER LEVEL AT 14.0 FEET ON 10-26-73. NO CASING USED. PIEZOMETER INSTALLED, 35 PVC PIPE TWO INCHES IN DIAMETER PLACED IN HClE. PIPE SLOTTED FROM A DEPTH OF 7.0 FEET TO 27.G FEET. GRMtt.:LAR BACKFILL PLACED IN HOLE AND SEALED AT GROUt-'D SURFACE WITH A CLAY FLUG AND
~NCRETE.
~ BORING 130
~ SURFACE ELE...TION 668.3 at1
~ ~.
~! SYMBOLS D£$C"/~TION$
0
- I I OL BROWNISH-BLACK ORGANIC SILTY CLAY WITH TRACE OF S IL TY SAND (lOPSO I L - 24")
4500+ 10.9 120.0 P
- ML BROWN CLAYEY SILT WITH SOME SANO AND TRACE OF FINE GRAVEL BROWN SILTY CLAY WITH SOME SAND AND TRACE OF 40 II 5 GRAVEL 27
* (HARD) 4500+ 29 II
~
/0 49$0 14.0 120.3 23 GRADES WITH LESS SILT l( 4500+ 18 II
% ~ CL
~
/5 15.8 117.9 30
- GRADES WITH M)RE SILT
~ "~ ~
4000 ~ II
- i
- i GRADES WITH LESS SAND 20 ~
GRAY SILTY CLAY WITH SOME SAND AND OCCAS 10NAl
*~
FINE GRAVEL (STIFF) 19.8 113.6 12 CL 25 ?§ GRAY SilTY SAND WITH SOME CLAY (PRO SABLE 30 12
- SM POCK[T)
BOIHNG COMPLETED TO 30.0 FEET ON 10- 19-73 LA SALLE COUNTY STATION WATER ENCOUIlTERED AT 19.0 FEET. NO CASING USED
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 129)
REV. 0 - APRIL 1984
~ BORING I30A LABORATORY TEST DATA
~ SlMFM:£ ELE..-TION 666.0
.,.e~ a~
loJ~", ATIT:~~RG
~\r~ "\."'.'1(;; ru.tT",,""
SHEAR STRENGTH TRIA.tA4.
"","lU_
~"Hm ,..",...
_U>OH , .. .,.....1'ftl l:!i
- llU I-I-tf
~%
)-
>-'=-
!l:l/IU Q%'"
~,
0 1-..,<11 Cll:d
\.-nUl 1l.
IHO(t
... !i.:..!i r.,,:, ~ ;:, re,:t til ,:,
a 00
- l u loJ Q
~~ SYMBOLS DESCRIPTIONS I Itt I OL BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE SAND (TOPSOIL* 20")
- ~
BLACKISH-BROWN CLAY WITH SILT AND TRACE OF 3500 P CL SAND AND OCUS 10NAL ORGAN I C (VERY ST!,..F) 5 LIGHT BROWN AND GRAY SILTY CLAY WITH SAND AND JO
$4C 750 1200 18.8 15.0 107.6 120.3 7
I~ I~ 18 I II I II I a. TRACE OF FINE GRAVEL (STIFF) FREQUENT POCKETS AND LENSES OF GRAY FINE TO MEDIUM SANO WITH S IL T SAND LENSES GRADEWlTH M:lRE COARSE SANO 20 0
~
l( 15 26 II GRADES WITH M:lRE SAND GRAY SILTY CLAY WITH SAND AND TRACE OF FINE
~ GRAVEL (VERY sTIFF) 3000 21.3 110. ~ 14 * ~ 20 ~C:)
15 II CL GRAOES WITH M:lRE SILT 25 2196 3500 \5.8 1\7.C 16 I 30 ~ 80R I NG COMPLETED AT 30.5 FEET ON 10-18-73. WATER ENCOUNTERED AT 7.5 FEET. NO CASING USED. M
~ BORING 1308 a:: SIJIrFACE ELE..-TION 667.9
~~
~~ SYMBOLS D£5CRI/IITI()N$
0 1111: 1'1 OL BLACK ORGAN IC S I LTY CLAY (TOPSO Il
- 20" J
- ~
DARK BROWN SIL TY CLAY 101 ITH SOME SAND AND TRACE OF ORGANIC MATTER CL 5
- ~
3800 15.8 105.5 16 M:lTTLEO l!ROWN AND GRAY SILTY CLAY WITH SOME 16 SAND (VERY ST IFF) 19.0 106.7 18 I ~ OCCAS 10NAL TH IN, COARSE SAND LENSES
...... 10 23 II CL
~
t( 2660 1500 9.1 118.3 26 18 II OCCAS 10NAl THIN SILT lENSES
~ 15 GRAY SILTY CLAY WITH SAND AND TRACE OF GRAVEL ~ ~ (VERY STIFF) ~
I C 2800 17.6 115.3 15
- C:) 20 CL 16 II ~
25 ~
~?3 I':
280(1 15.0 lle.3 16 It,I:; GRADES WITH M:lRE SILT AND SA.ND 30 BORING COMPLETED AT 30.0 FEET ON 10-\8-73. WATER ENCOUNTERED AT 12.5 FEET. NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 130 ) REV. 0 - APRIL 1~84
LABORATORY TEST DATA t! BORING 131
~
.nS~ ATn~MRG >- a~
SURFACE ELEWilTION 679, I
~~; 'lA.TIO "-d11C'f't
>-=-
a::<A oz .. U
~,
~~~ '-tWIT INO[X
... w o
a::d ~ ~ ~YJll80L5 DeSCRIPTIONS 0 I ~\' fo\ OL BLACKISH*BROWN ORGANIC SILTY ':LAY WITH TRACE
~ 1'--- OF FINE SAND (TOPSOIL - 14")
4500+ 105.4 14 * ~~ CL I"OT~~~~ ~l~~\~~DO~~:~I~I~h~~AY WITH TRACE OF 7 101 0% (VERY STIFF TO HARD) 5 I ~% I"OTTLED LIGHT BROWN AND GRAY SILTY CLAY WITH 3500 II * ~~ SOME SAND AND TRACE OF FINE IiRAVEL
~ (VERY STIFF) 31 101~ CL GRADES TO HARD
..... /0 4500+ 13.9 121.0 40. ~
~ ~~t----i
~
l( GRAY SILTY CLAY WITH SOME SAND AND TRACE OF
- 32. FINE GRAVEL (HARD) 4300
~ /5 30. ~ ~ ~ - <<:::)
20
>lad CL THIN LENSE OF LIGHT BROWN SIlTY FINE SAND 25 ,...--+-----11----+---;--+----14 ~OO+ 15.2 118.6
~*I 30 30. ~ BORING COMPLETED AT 30.0 FEET ON 10*25-73.
WATER ENCOUNTERED AT 22.0 FEET. NO CASING USED. BORING 132 sllRFACE ELEWilTION 693,2
- 0 5
2416 4200 4250 2 I. 7 22.0
- 99. 1 101.6 17 14 I
SyltlllOLS
~:%:%
\..2.!:...
Cl Cl BL~~~DORGANIC DESCPTIONS CLAYEY SILT WIll-! TRACE OF FINE BROWN SILTY CLAY WITH TRACE OF FINE SAND (HARD'! GRADES WITH MORE SILT 22 II ~~~-~BROWN S IL TY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (HARD) I I 23 II GRADES WITH LESS COARSE SAND AND FINE GRAVEL
/0 3500 24.9 98.0 23
- % Cl MOTTLED BROWN AND GRAY CLAY WITH TRACE OF Sill AND FINE SAND (VERY STIFF) 25 II
~
4500+ 16.0 115.8 38
- ea BROWN S IL TV CLAY WITH SOME SANO AND TRACE OF FINE GRA,VEL (HARD) l( /5 Cl
~ ~ 20 BROWN CLAYEY SILT INTERBEDDED WITH SILTY FINE ~ ":1l TO MEDIUM SAND (MEDIUM DENSE) ~ SM 25 GRAY SILTY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (HARD)
Cl 4500+ 16.6 116.8 30 80R ING COMPLETED AT 30.5 FEET ON 10-24*73., WATER ENCOUNTERED AT 25.0 FEET. NO CAS ING USED.
~
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 131) REV. 0 APRIL 19<34
- LABORATORY TEST DATA BORING 133 SIJRFACE ELEwtTION 6838
",e~ ATTf~M:RG SHE"" STRENGTH w... >-
...... :x:
CilC~
~~~
Ccl PLAITIC LUUT
......'lGm IWOIX
.... ~
- iI.:'
rlllAitlAC..
~ ...("tOII
~.~r
==10-'=,..
h
;-n .:, ~
.it.
t: C:z
- I",
~~
00 2U ll:\I\" 02;'" 0 o f 4500+ 5 4500+ 21.C 100.3 10 4500+ \2.9 122.4 4500+ 14.0 \20.7 15 GRAY S I L n CLAY WITH SOME SAND AND TRACE 01' I FINE GRAVEL (VERY STIFF) 2600 11.1 124.3 22 II THIN GRAY SILTY SANf' lEN'~E 20 CL 28 II 25
)000 20 .....~I...._...
30
!lOR ING C(l~PlETED AT 30.0 FEET ON \G- 17-73.
NO WATEP. ENCOUNTERED. NO CAS I NG USED.
~ BORING 134
~
SURFACE ELEW4TION 6148 a~
~~
~~ SYM80LS DESCRIPTIONS 0
- BROWN ORGANIC SILTY CLAY WITH ROOTS (TOPSO IL - 18")
4500. 24 7 101.7
"* I-'OTTLED GRAY AND BROWN CLAY WITH SOME S'll T (HARD) 5 33 II 4500+ 2 5.9 100.3 23 32 II GRADES TO 8ROWN "~
10 21.2 29.9 2125 26.3 97.6 29 23 II OCCAS 10NAl GRAVEl l(
~ /5 32.8 91.6 3/ ~ ~
l:::) GRADES WITH !"ORE SILT 20 GRAY 5 Il TY CLAY wiTH SAND AND TRACE OF GRAVEL 5225 16.5 114. I (HARD) 4500. 25 GRADES WITH OCCASIONAL SAND AND SiLT 30 LENSES BORING COMPLETED AT 30.0 FEET ON 10-24-73. WATER LEVEL AT 28.0 FEET ON 10-24-73. NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 132) REV. a - APRIL 1984
LABORATORY TEST DATA ~ BORING 135
~ ELEVATION 6819 ATU~~T~RG SURFACE 0
",'" SHEAR STRENGTH w ...
II: Z
)-
a~
>=-
~~
=O,.,'lHt:O
~~,.:~?!.
"'CC T"'AX!At,.
",0 COW,."tSSION ... ... lot CC"'U
... ::; II'LASTIC L.IMIT P"1..A,rJCIT'T tNO[1
... !L:..!i.
Hl'($SION
~Z Offie>.
0 II: m.~1 Ii;) ::* 7l:t ~::'; 00
'::E 0 0
~~ SY"SOLS OESCRIPrfONS II .-OL BLACKISH*BROWN ORGANIC SILTY CLAY WITH TRACE
*~
OF FINE SANO MOTTLED BROWN AND GRAY S I LTY CLAY IV ITH TRACE 45('('+ 23.3 96.4 14 CL OF FINE SAND (HARD) BROWN S IL TV CLAY WITH SOME SAND ANa TRACE OF I 5 16 1;1
!'"INE GRAVEL (HARD) 2543 4500+ l7. I 114.0 13 14 1;1 CL GRADES WITH MORE FINE SAND
~
...... /0 4500+ 14 .5 116.3 30
~
l( 30 II OCCAS IONAL THIN SAND AND S III LENSES I TX/CV 2767 2000 3300 15.7 115.4 23 GRAY S I LTV CLAY 14 IlH SAND AND TRACE OF FINE
~
..... GRAVEL (VERY STIFF)
/5 GRADES TO HARD
~
fb I 23 I
~ 20 CL 25 30 4500 17.4 115. I 21
- 31 II I BOP ING COMPLETED AT 30.0 !'"En ON NO WATER ENCOUNTERED.
NO CASING USED. 10-23-73. l:! BORING 136
~ SURFACE ELEVATION 6815 a~
~ ~
l:,) :It
~ ~ SY"SOLS DESCRIPTIONS 0 ,I I - :i~it~~HC~~~~NB~~~N~~OS~~:KC~~~TPg~;~ '; ;~~)
*~
CL TRACE OF FINE SAND (HARD) 4500+ 8 BROWN SILT WITH TRACE of CLAY AND TRACE OF 5 29 II 11// ML FINE SAND (MEDIUM DENSE) 24
- BROWN SILTY CLAY WITH SOME SAND AND TRACE 32 II ~ OF FINE GRAVEL (HARD) tj
/0 3700 19
- 24 r.I
~
~
CL GRAY SILTY CLAY WITH SOME SAND AND TRAC E 0 F I 4500+ 16. J 115. B 16
- F 'NE GRAVEL l(
3300 19 II
~ /5 CL
~ GRAY S I LT AND GRAY S I LTV FINE TO MEDIUM
~ 30
- ML sF>
SAND (' NTERBEDDED) (MED I UM DENSE)
~ 20 ill .... GRAY CLAY WITH SILT AND TRACE OF SAND
;~~~tG CH (VERY STIFF) 2250 16 II 25 1
{;Fl'
~
GRAY SILTY CLAY WITH SANa AND TRArE OF FINE
~
GRAVEL (HAPD) CL 4500+ 13. C 12 ~ * ~ 23
- 30 BOPING COMPLETED AT 30.0 FEET ON 10*17*73.
WATER LEVEL AT 28.0 FEET ON 10-17-73. NO CAS I NG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 133)
REV. 0 - APRIL 1984
~ BORING 137 LABORATORY TEST DATA ~
~ V> SURFACE ELEVATION 6837 tne~ ATT7~MRG SHEAR STRENGTH :i'~ ,.. I..l !oJ
~~i ;:)"" >-t_ :lit ~
~~~::~~h~~~yt* ~~~
filt, .. XI"l a:Vl" ~ ll!
~~~
'l.J.$Tle I*t...uTICln CO"l'iIl(UIOH O:z:c>.
L.IMlt INO!X
! 3.:t. ~ ~ ~
k~', DeSCRIPTIONS 0 oct:! ... ... mT tel ,:, 6l:t ~8 SYItIBOLS Ol
* .:1 BLACK ORGANIC CLAYEY S IL T WITH TRACE OF FINE SAND (TOPSO IL
- 18")
*a ~
1 3600 26.3 95.2 6 CL BROWN S IL TY CLAY WITH TRACE OF F I>JE SAND GRADES WITH f()RE SILT (VERY STIFF) 5 22 GRAY S IL TY CLAY WITH GRAY SAND AND GRAV£L CL AND OAR K BP,QWN ORGANIC c,IL TY CLAY (VERY 14.2 23.3 4500+ 23.2 106.7 19 18 II
* ~ OL STIFF) 8RCWN FINE SAND WITH TRACE OF SILT AND
/0 13
- SP OCCASIONAL FINE GRAvEL (MEDIUM DENSE) 17 II
~ SM BROWN SILTY FINE SAND WiTH OCCAS 10NAL FINE GRAVEL (MEDIUM DENSE) 14.2 10.6 13.2 122.3 19
- GRAY SILTY CLAY WITH TRACE OF SAND AND II h..
OCCASIONAL FINE GPAVEL (STIFF)
~
l(
/5 29 ~
~ 1440 2700 18.0 112.5 17
- aCCAs 10NAl COARSE GRAVEL 20
~ CL
~
<:::l 26 II 25
,;;/
- ;: liMi:'"" GRAY CLAYEY SILT WITH TPACE OF SAND AND OCCASIONAL FINE GRAVEL (VERY STIFF) 30 4500+ 28 *
~ CL GRA6c~l~ ;6N;tA~r~~T~R~~~C\a:R~f"D AND BOR I NG COMPLETED AT 30.5 FEET ON 10- 23*73.
WATER ENCOUNTERED AT 10.0 FEET. 35 NO CAS ING USED.
~ BORING 138
~
a ~~ SURFACE ELEVATION 6656
~
~ ~
ll! SYItIBOLS DESCRIPTIONS 0 2000 23.5 98.5 9 II
* /j,
~
CL BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE SAND (TorSO IL
- 12" )
BLACK TO LIGHT BROWN SILTY CLAY WITH TRACE OF FINE SAND (VERY STIFF) LIGHT rROWN SILT WITH SOME CLAT. AND TRACE OF 5 8 ~ 11(1 1 ML SANO (MEDIUM STIFF) I 43f10 12.4 117.2 14
~
i"()TTLED PROWN AND GRAY SILTY CLAY WITH SAND f8 ~ CL AND TRACE OF FINE GRAVEL (HARD) I II h.. /0 2137 2700 15.9 Ilb.9 17 GRAY SILTY CLAY WITH so ME SAND AND TRAC E GF F f NE GRAV EL (VERY ST IFF TO HARD)
~
l( 26 ~ 12 0
~ /5 16
* ~
~
;:t:
CL
~
t::l 3000 19.9 110.4 10
- 20 I
~
25 14 ~
~
~.;;;;~:
GRADES ,11TH LESS SAND
//~
~J
~II GPAY CLAYEY SILT 'wITH SCME SAND AND TRACE OF 22 0 FINE GRAVEL (VERY ST IFF) 30 ML 21 101 BOR I NG COMPLETEO AT 32. D FEET ON 10- 22*73 WA TER ENCOUNTER ED AT 7. D FEET.
35 NO CAS I NG USEO. LA SALLE COUNTY STATION
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 134 )
LABORATORY TEST DATA BORING i39 SURFACE ELEVATION 687,5 DESCRIPTIONS BLACK ORGANIC SILTY CLAY \~JTH TRACE OF FINE SAND (TOPSO IL - 15") BLACKISH-BROWN SILTY CLAY WITH TRACE OF F!I~E 20.6 SAND AND OCCASIONAL ORGANIC MATTER (STIFF) GRADES TO GRAYISH-BROWN 5t--+--+--+--+--+---+----i----i--I GRADES WITH I-'()RE SILT 1000 26.4 96.2 I-'()TTLED !\ROWN AND GRAY SILTY CLAY WITH SANG AND TRACE OF FINE GRAVEL (STIFF) GRAOES ,11TH HORE SAND
/0 t--+---l---\---+--+-----1 41)00+ 14.0 119.1 GRAY SIL TY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL (HARD) 4500+ /5 t--t--t---t--+--t---+----t----i---I 26 a I
I 4000 16 3 114.9 23
- 20 J--+---+----l--+--+--...-..1I----~--. -+--...:...J Cl I 2!5 II GRADES WITH LESS MEDIUM TO (OARSE SAND 25 t--t--+--+---+--+---+---4---+---I 30 t-_I--_+-_-+-_-+-_-+-_--1~4I..W.L1n(}l,nl..._4--.t__-_I21 .....'"001 ..l ::gR~~*E~0~~~~G~~E~~D~O.5 FEET ON 10-19-73.
NO CAS ING USED. PIEZOMETER INSTALLED: PVC PIPE TWC !lICHES I" DI:'METER p' AI:m ") HOeL PIPE SLOTTED FRC~ A DEPTH OF 5.5 FEET TC 25.5 35 '"-0....._ - - " _......_ ....._ ....._ ....._ ....._ - - " _...... FEET. GRA~JfIl,AR BACKFILL PLACEO I" HOLE A"D SEALED WITH A CLAY PLI'G AlJO CGNCRETE. BORING 140 SURFACE ELEVATION 691.4 SYMBOLS OESCRIPTIONS 0,--,..-..,....-,.........,..-..,..-....- - - - - BLACK ORGANIC SILTY CLAY (TOPSOIL - 24") 4200 15.2 108.4 I-'()TTL£D LIGHT BROWN AND (,RAY SliT'( CLAY. TRACr OF FINE SAND (HARD) 51--+--+--+-+--i---I---+---I---I CL GRADES WITH SILT LAYERS 450(J+ 101.2 10 *
......... --~
Bfl.OWN Ct AY WITH SOME SILT TRACE OF SAND
"'~" " "'I~
AND FINE GRAV EL (HARD)'
/0 t----I----+--~5206 1 0 0 0 _ 4500+ 18.3 \ 10.9
- : a--CH---l GRAY MEDIUM TO COARSE SAND WITH TRACE OF SILT 3300 AND SOME FINE GRAVEL (MEDIUM DENSE)
/5 1--+---+--+-+---+---+---+---+--.... GRAY SILTY CLAY WITH TRACE OF SAND AND OCCASIONAL FINE GRAVEL (STIFF)
GRADES WITH LESS SILT 20 t--t--+---+--+----f-~f.--l--~'--........t 20 " CL 3200 18.6 126.6 14' 25 BORING COMPLETED AT 30.0 FEET ON 10-22-73. WATER LEvEL AT 12.5 FEET ON 10-22-73. NO CASING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 135) REV. a - APRIL 1984
BORING 141 LABORATORY TEST DATA SURFACE ELEWIlTION 690.6 V18~ ATn~~T~RG SHEAR STRENGTH w ... lI: z t;~i Tft *.U :Ii.l ~N"HfO 1'(:""(' .........
- )w ,..'=-u a
- (/)
""do'" ' l... 'fIC l'l.UY<<:l'n eOUPA£HtOH ~5~~ . . ~t('"
~z Offi4
"'...,tIl ltWlf tHOtx
... ~ h 00 0
lI:..I w ~-,~, "Ol ~. ~ .~, il :t ::Eo Q SYMBOLS CSCRIPTIONS 4300 16 *
- BROWN ORGANIC CLAYEY SILT WITH OCCASIONAL SAND (TOPSO IL
- 18")
LIGHT BROWN CLAY WlTH SOME S' l T (HARD) 31 ~ OCCASIONAL SILT POCKETS 5 6
- BROWN SilTY MEDIUM SAND, OCCASIONAL FINE GRAVEL (LOOSE) 14 Ii LIGHT BROWN SILTY CLAY WITH TRACE OF SAND AND fiNE GRAVEL (VERY STIFF)
...... 15. I 16.5 4500 30 *
/0 t:j 30 a l(
1'3 0 GRAY SILTY CLAY WITl-l TRACE OF SAND AND FINE
~
GRAVEL (VERY ST I FF)
/5 3000 21. (, 107.2 22 * ~ ~ ~ 20 17 Ii 2880 3200 18.8 110.0 16
- 25 30 BORING COMPLETED AT 30.0 FEET ON 10*19-73.
NO WATER ENCOUNTERED. NO CASING USED.
~ BORING 142
~
a i4III) SURFACE ELEVATION 684 3
~ ~
I;) ~
~ ~ DESCRIPTIONS o OL BLACK ORGANIC SilTY CLAY WITH TRACE OF FINE I t"JOI_.....--..;~ SAND (TOPSO IL - 19")
4000 II
- CL BlA6~c~~ \6~A{L~~G~~1~ ~~~i~RO~H~~~~ AND 16 ~ mTTLED fROWN AND GRAY SILTY CLAY wITH SOME 5 SAND AND TRACE OF FINE GRAVEL (ST IFF) 1800 6 25 Q CL (fiARD)
/0 *450:+ 18.C 22
- 19 II OCCAS IONAl TH' N S I l T LENSES GRAY S' LTY (LAY W ITH $O~1E SAND AND TRACE OF
/5 275' 19.4 110.9 17
- F 'NE GRAVEL (VERY ST IFF) i7 II GRADES WITH LESS SAND 20 CL 2700 10.7 107.9 15
- CRADES WITH MORE SILT AND SAND 25 I
I 30 I 27 II rOR INC; CO/"PLETEO AT 30.0 FEET ON 10-19-73. NO WATER ENCOUNTER ED. NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 136)
REV. 0 - APRIL 1984
~ BORING 143 LABORATORY TEST DATA ~
OW ATIf~MRG ~ ~ SURFAce eLeVATION 691.5 rn~~ SHE AR STRENGTH WI- :>0-C: z
.... a::c YlltlA;ChlL ~,CH"N£Jl ,,~~ltlt
- )w >-t_ ~~
-
- ~~ 'LAS1jC ......T1cr.. COV"A(SSlON ~S$tC>>l
~i" "'<II U <:)=l
.... W<tI
"'..Jw LI:'lf fHOfX
~
Il.:t i1 ~'I 7l:t 11-:t 00 2<'> OZ'" W 0 ~~ SYMBOLS DESCRIPTIONS 0 ,. II ljJ ...2.h.- BLACK CRGANIC SILTY CLAY WITH TRAC E OF F tHE SAND. ROOTS (TOPSOIL-14") BROWN CLAY wITH SILT, SOME FINE SAND, 2511 4500+ 21.1 104.6 17 15 Q
- OCCASIONAL FINE GRAVEL (HARD)
GRADES MJTTLED BROWN AND GRAY 5 4500+ 25 39 Ii CL GRADES SILTY
~
I..... /0 4500+ 20. 'J 106.5 21
- GRADES WITH MORE SILT, TO 11ED I UM GRAV EL SAND, SOME FINE
~
28 Ii
~ 4416 1500 4500+ 24.8 10 1.1 17
~ /5
~
BROWN SilT WITH FINE SAND AND ClA Y SEAMS (V ERY
~
II iii ML ST I FF) il:llilillir
~ ~
GRAy SILTY CLAY WITH SOHE SAND, OCCAS 10NAL GRAVEL (HARD)
- 20 i 4500+ 24
- CL 27 Ii GRADES WITH LESS SilT. SAND 25 GRAY FINE TO COARSE SAND WITH FINE GRAVEL, 4<;00~ l' 4 I'F.. ~ 29 * ~ SC SOME CLAY, SILT 30 BORING COMPLETED AT 30.0 FEET ON 2-18-74.
WATER lEVEL AT 9.9 FEET ON 2-18-74. NO CAS ING USED.
~ BORING 144
~
a~ SURFAce eLeVATION 678 1
~~
()~ q:~ SYMBOLS DESCRIPTIONS 0 OL
- 1 BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE 9 SAND, ROOTS (TOPSOll-13")
BROWN CLAY WITH SOME SilT, TRACE OF FINE SANO, 3000 25.0 97.4 8 CL ORGAN ICS (VERY STIFF)
;1 MOTTLED BROWN AND GRAY CLAY WITH S IL T, SOME 15 5 FINE SAND, OCCASIONAL FINE GRAIIEl (HARD) 16 CL 20 4500+ 19,3 109.0 20 GRADES SILTY I..... /0 18 ljJ ........... ~ BROWN COARSE SAND WITH FINE GRAVEL, TRACE OF' ~
SI LT
~
- 22. 4 18.1 2067 4500 25.3 99.3 15
- BROWN WITH GRAY MOTTLED CLAY ',oiITH SOME SILT, TRACE OF FINE SAND (HARD)
~ /5 ~ 13 rlI GRADES VERY STIFF WITH TRACE OF SilT, ORGANIC DEBRIS ~
SAND GRADES OUT
<::)
20 I CH 3000 18.2 103, I 14 I GRADES GRAY, WITH lESS SIL T I 12 ljJ 25 30 2750 16
- BORING COMPLETED AT 30.0 FEET all 2-18-74.
NO WATER HJCOUNTERED, NO CASING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 137 )
REV. 0 - APRIL 1984
~ BORING 145 LABORATORY TEST DATA ~
- ~§~ ATTERSERG LIMITS SHEAR STRENGTH .... ~ >- 8 ~ SURFACE ELEVATION 679 7
"'z
- ) .... ,..
- :- ~
~
~a:I: jl"ikCON'IH£O
"""'.EU",," r<N:~~~:~Jt fjlll,i,XtA\.
~~.., a:V)u tj~~ *C.st,C l"'AUIC,n COW(SSICH
~Z OX" ~
"'""V) LINt!
... IHOIX
~ cr. h- it. 00 ....0 ~ ~
a:~ I
';;j .:, Ii1 ,:, 71 M!t til .:, 2° SYMBOLS DeSCRIPTIONS 0
15e(, 33, B 84.1 6 OL BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE SAND, ROOTS (TOPSOIL-20") DARK BROWN SILTY CLAY '.-11TH TRACE OF FINE SAND 13 II ORGANICS (STIFF) CL GRADES MOTTLED BROWN AND GRAY WITH SOME 5 6544 225, 4500+ 15.2 \ 18.4 17 13 27 a FINE SAND GRADES VERY STI FF ORGAN ICS GRADE OUT GRADES WITH SILT, OCCASIONAL FINE GRAVEL BROWN SILTY CLAY WITH SOME SAND. FlfjE GRAVEL I-.... 27 II CL (HARD) 10 GRADES '.-11TH SOME FINE TO MEDIUM GRAVEL
~
l.( 4500+ 3000 24 21 II GRAY SILTY CLAY WITH SOME SAND, FINE TO MEDIUM GRAVEL (VERY STIFF)
~ IS 30 * ~ IF..7 13. 6 4500 15.7 118.6 GRADES HARD, 'rIITH MORE SILT AND SAND ~
c:::s I CL 20 12 II i I 2500 12, 9 120.5 25 14
- GRADES VERY STIFF, WITH LESS SILT, (I1EDIUM STIFF)
SAlIO 23 II GRADES WITH OCCAS 10NAL COARSE SAND 30 AND FINE GRAVEL SEAt~S BOR I NG COMPLETED AT 30.0 FEET ON 2 74. NO WATER ENCOUNTERED. NO CASING USED.
~ BORING 146
~
a~ SURFACE ELEVATION 689 9
~~"
~ ~ SYMBOLS DESCRIPTIONS 0 eLACK ORGANIC SILTY CLAYo'IlTH TRACE OF FINE I 9 II SAllO. RnOTS (TOPSOIL-13")
DARK BROWN SILTY CLAY ?IITH TRACE OF FINE SAND. I 1 i 4500 + 20 21
\I ORGANICS (VERY STIFF')
GRADES HARD HOTTLED LIGHT BROWN AND 5 GRAY. \1ITH OCCASIONAL FINE GRAVEL
!450()+
I 19.3 103.9 18 28 \I
- i",OTTLfD BROWN AND GRAY CLAY WITH TRACE OF S I L T (HARD)
I I-.... 10
'1<,60 1000 \ 4<'00 24 , qq 1 18
*a GRADES GRAY ISH-FROhN
~
f 18 l.( 1 4 500 + 24.3 lot .6 16
- GRADES WITH OCCAS 100JAL FINE GRAVEL
~ IS GRAYISH-BROWN SILTY OLAY WITH SOI~E FINE TO 23 II ~
COARSE SAND, FINE GRAVEL (HARD)
~
c:::s i 20 2253 4500 17.9 113.4 GRAY SilTY CLAY WITH SOME FINE SAHD, TRACE OF FINE GRAVEL (VERY STIFF) 3500 25 13 II 30 i ,<(Or lR n 1 (iQ q 25 ..........._ ...... GRAOES WITH LESS SilT MW SAND BOP.IIIG COMPLETED AT 30.0 FEET ON 2-16-74. WATER LEVEL AT 30.0 FEET ON 2-16-74. NO CAS I NG USED, LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 138)
REV. 0 APRIL 1984
~ BORING 147 LABORATORY TEST DATA
~
~ ~ SURFACE ELEVATION 686.6 0"" ATTERSERG SHEAR STRENGTH ....
~~~ LIMITS
~ >- 9:~
- l~~ ll:'f
....... <t>
a:cj PI..A,TiC f'\.AS-"fIGITY lk~£X ~ 01 .:, T~IAX1"l CONJl<It£SStOJ't b1 ,a:,
~;.?:~:~kN(~;ft.
h r;, .:,
.h r., .:,
....~
Z 0 u
'"0 " *
<;:)
~ ~ SYMBOLS DESCRIPTIONS o BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE 183 1750 35.2 82.3 6 10 iii
- flo+i'I'. ....I-;;..;;;~ SAND, ROOTS (TOPSOIL-20")
DARK BROWN SILTY CLAY WITH TRACE OF FINE SAND, ORGAN IC (STIFF) GRADES BROWN WITH GRAY i'WJTTL lNG, WITH
?nnl1 9 i 5 SOI1E FINE SAND HOTTL£D BROWN AND GP,AY SILTY CLAY WITH SOME 17 iii FINE AND COARSE SAND, F I liE GRAVEL (VERY 4500 14.9 118.9 21 28 II
- ST IFF)
GRADES HARD GRADES GRAY ISH-BROWN
/0 4500 19
- 27 (I GRAY SILTY CLAY WITH SOME FINE SAND, FINE GRAVEL (HARD)
/5 3000 15. ;> 116.5 15
- GRADES VERY STIFF 20 16 II GRADES WITH LESS SILT, SAND AND GRAVEL 4000 GRADES HARD 25 14
- 30 I 23.6 21 ~
GRAY CLAY WITH TRACE OF SILT (HARD) BOR ING COMPLETED AT 30.0 FEET ON 2-20-74. WATER LEVEL AT 24.0 FEET ON 2-20-74.
,'iO CAS I NG USED.
BORING 148 SURFACE ELEVATION 689. I SYMBOLS DESCRIPTIONS 0 OL 20.1 I 750 18.3 ML loroM 1<<:11" 5 4500 CL DARK BROWN CLAY WITH TRACE OF SILT (VERY STIFF'
..... /0 GRADES HARD ~
4500 24.4 99.8 I I CL GRADES GRAY l4:
~ /5 I GRAY FINE TO MEDIUM SAND WITH TRACE OF SILT SP ~ I 1500 ~~ GRAY SILTY CLAY WITH TRACE OF SAND, OCCASIONAL FINE GRAVEL (STIFF) 20 CL GRADES VERY ST I FF 120 I 2750 2250 18.9 110.6 25 GRADES WITH MORE SILT, SOME SAND.
FINE GRAVEL 30 BORING COMPLETED AT 29.5 FEET ON 2-20-74. WATER LEVEL AT 5.1 FEET ON 2-20-74. NO CAS ING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 139) REV. 0 - APRIL 1984
~ BORING 149 LABORATORY TEST DATA ~
o~
~~~
ATn~~~RG SHEAR STRENGTH w ... a~ SURFACE ELEVATION 692.5
~~
...... >- ~ 9!~
~~~
rJlltI .... X'.~ ~,.(D
'LAst,e .....t'cm COW'Iit[UIO", ss"'" ~~~~ll_ ~ a:: l;)
"'w<ll
<>:.J ltllillT' INO(l(
~
til.:, m::, ttl h
.~,
h-r., .:.
~;z 00 SO 0 c..
~ ~ Sy.,SOLS OCSCRIPTIONS o w BLAC K 0 RGA N I C S I L TY CLAY WITH NE SAND. ROOTS (TOPSOil-IS")
1500 7 II MOTTLED 1I GHT AND DARK BROWN S I L TY CLAY wITH 14 II TRACE OF SAND. ORGAN ICS (STIFF) GRADES WITH OeCAS lOllAl FINE GRAVEL 5 20 iii GRADES HARD WITH SILT 4500+ 21.7 104. I 2!l 40 iii
- BROWN SILTY CLAY WITH SOHE FINE AND COARSE SAND. FINE GRAVEL (HARD) 10 17.3 11.0 4500+ 14.1 120.3 28 25 iii
- GRADES WITH SOME FINE TO MED I UM GRAVEL 4500+ 16
- GRAY SILTY CLAY wiTH SOME FINE SAND.
COARSE GRAVEL (HARD) FII'E T0
/5 23 II GRAY MEDIUH TO COARSE SAND WITH SCME FINE GRAVEL, CLAY GRAY SILTY CLAY '"ITM Sr/1E FI'IE SAND OCCASIOIIAL I FINE GRAVEL (VERY STIFF) 20 2000 20.6 108.3 II I
25 10 II GRADES WITH LESS SILT. TPACE OF FINE SAND 30 2000 ? I 0 108 c 14
- BORING COMPLETED AT 30.0 FEET O~I 2-2r:-74.
WATER LEVEL AT 70.0 FEET ON 2-20-74.
~m CASING USED.
BORING 150 SURFACE ELEVATION 691 I
- o 5
18.8 15.7 I 2966 I 17.2 14.9 111.5 117. I 9
- 14 Ii II
- 19 II 20
- 24 II SY"SOLS DESCRIPTIONS
.".,""""....::;:r:.-; BLA~~Ng~G:~~~sS;~6;s~~~:I~,I,jH tmof+llit---o.....fElROWN SILTY CLAY WITH TDACE OF FINE SAND.
ORGANICS (STIFF) TRACE OF MOTTLED liGHT BROWN A~ID GRAY CLAYEY SILT WITH SOME FINE SAND. OCCASIONAL FINE GRAVEL (VED~ ST IFF) GRADES HARD FI~IE GRADES WITH SOt'.f FINE GRAVEL, MCf:F CLAY BR'~W~j S IL TY CLAY WITH SOr~£ FINE AND COMS E SAND. FI~jE GRAVEL (HA;\~)
/0 27
- l;P,AOES WITM MORE SArlO, GRAVEL 37 II GPAY S II TY CLAY WITH SOM£ F I'll M~D CGARSE SAttD, FINE GRAVEL (HARD)
/5 2955 14.0 170.7 20
- 20 GRADES 'tilTH LES'. ,ILl AND SAND 17 II 2[' .8 /I' 7 r 25 12
- GRADES VEPY ST IFF 16 II 30 GRADE'S WITH SILT FI-IE GRAVEL TRACE OF FINE SAND.
SOR INC CO"PLETED AT 30. rj FEET ON 2-20-74. WATtR LEvEL AT 20.5 FEET ON 2-20-7 4
- NO CAS INC IISED.
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 140)
REV. 0 - APRIL 1984
~ BORING 151 LABORATORY TEST DATA ~
oUJ wa: ATTT~MRG SHE AR STRE NGTH Wf-
"'z a::l SURFACE ELEVATION 695 6
~~
"'",:t: ::>UJ ~
r_rA.ltIAl.. ~,Off'I""[O If)o~ fl'l.lSTIC Pl.UTlem ~OWPIl:(SSIQ~ ~S"MJN ".~~~'t~ f- ... ~
~z a:
~~~
Q. a:~ Llwrt lfoiOEX QI
~
,:1 tb1.~'. Ic1 h
.~, ~ .~f
.2!. 00
- 1:0 0
Qi ~ SYMBOLS OESCRIPTIONS 0 at BLACK ORGANIC SilTY CLAY 'filTH TRACE OF >INE 7
- SAND, ROOTS (TO PSO I L- 16")
BROWN SILTY CLAY WITH TRACE OF FINE SArW 2250 2 1.6 100.9 10 * (STIFF) GRADES VERY STIFF, MOTTL ED LIGHT BROWN 24 II CL AND GRAY 5 4500+ 19.5 109.5 24 43 \I
- GRADES HAPD, WITH KORE S Il T GRADES wiTH OCCASIONAL FINE GRAVEL
//
.... /0 4500+ 2 1.6 104.5 21 28
* ~*~
II CH BROWN CLAY WITH TRACE OF S IL T (Ht,RD)
~ ~ CL SHOWN SILTY CLAY 'filTH SOME FINE AND COARSE lC 4500 19
- SAND, FINE GRAVEL (HARD)
GRAY S I L TY CLAY wiTH SOME SM,[j, FINE GRAVEL (HARD) C((AS 10fiAL
~ /5 19 Ii GRADES WiTH LESS SILT ANO SAI,D ~ I ~
c:s CL 20 23
- GRADES VERY ST IFF I 3 SOD \6.9 114.3 25 21 II ~
BOR ING COHPLETED AT 26. S FEET ON 2-20-74. NO WATER ENCOUNTEREO. NO CAS ING USED. 30
~ BORING 152
~
a~ SURFACE ELEVATION 691.2
~
~ ~
Ql ~ SYMBOLS OSCRIPTIONS 0 BLf,CK ORGAN Ie S IL TY CLAY WITH TRACE OF FINE 300e 8
- OL SAND ROOTS (TOPSOIL-Z6")
\ LIGHT BROwN CLAYEY SILT WITH SOME F' I NE SAND I 36.5 6 II li:I:' (MEO IUM Sf IFF) 22.0 12. <; 1'10 I I 500 34.7 87.4 2
- ML GRADES 'fJ I TH FINE SAND, TRACE OF CLAY 5 I 4 II I I ~ BROWN f' I 'IE TO tIED I UM SAND \VI TH SOME COARSE 5 III SMiO, F IrlE GRAVEL, S Il T I SM r,RAOES "11TH SnI'E CLAY I \ 4 II GRADES WITH CCARSE ';AI-;D MJO FINE GRAVEL
..... /0 10
- 4500.
o y. BP 'wn SILTY CLAY filTH FINE SMID, :;OME FINE
~ 21 [,II GRAVEL (HARD) lC
~
~
/5 4500+ 17 * .; 114.4 23
- I
~~
GRADES GRAY WITH LESS SilT GRAC'ES WITH SOME F I tJE SANO II
~ ~
CL 20 21 [,II 24S3 3000 I h. 2 116. 'I GRADES VERY ST I FF, WITH OeCAS IONAl 22
- 25 FltJE GRAVEL 30 18 iii
~
!///
BOR iNG COtA,PLETED AT 30.0 FEET ON 2-21-74. WATER LEVEL AT 4.5 FEET ON 7-2i*74. NO CASlrlG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 141 )
REV. 0 - APRIL 1984
~ BORING 153 LABORATORY TEST DATA ~
II) SURFACE ELEVATION 691.1 tnS~ ATTER8ERG LIMITS SHEAR STRENGTH
~i >- ~ l<.J
- ~i
'l... ~"STleITV Tll:u,Jt;'L- ~OH"NtD
~~~11" I-I-~ >-=-
0::"'
~ 9:::J!
~~:::
CQi,lPJII£UIt)M Pt!t£1SK)N oz ... I;)
"$TlG
~Z
... ... ~ ~
1,IWIT
- t IHO(.
0::.J
~~ h re-, ,:,
00
- 10 ~ SYMBOLS DeSCRIPTIONS w dl ,:. bl ::" 41 0
~
BLACK ORGANIC SILTY CLAY I-IITH TRACE OF FINE 5 4500+ 15.8 117,5 II
/I I~
iii I*t SAND, ROOTS (TOPSOIL-9") MOTTLED LIGHT BROWN AND GRAY SILTY CLAY wiTH TRACE OF FINE SAND, OCCAS 10NAL FINE GRAVEL (HARD) GRADES WITH SOME F IllE SAND, FINE GRAVEL CL 17,2 I 2183 4500+ 115.3 18 26
" GRAOES BROWN. WITH SOt'E FI'IE TO H.EDIUI' I-.. /0 4500+ 26 26 iii
- SAfJD AND GPAVEL
~
Iw:lA GRAY SILTY CLAY WITH TRACE OF FINE SA'JD. 3500 19. c 111,4 22
- OCCASIONAL FINE GRAVEL (VERY STIFF)
~ /5 SMW AND GRAVEL GRADES WITH LESS SILT, ~ 15 " ~
c:s 20 16",8 12.8 2000 19.8 112,0 13
- I CL GRADES WITH SILT. OCCASIONAL SAND SEAMS 25
~O 17 II 12
- I BORI/IG COMPLETED AT 30.0 FEET ON 2-25-74.
WATER lEVEL AT 23,0 FEET 011 2-25-74. NO CAS I NG USED,
~ BORING 154
~
a~ SURFACE ELEVATION 68".9
~
~ ~
~ ~ SYMBOLS DESCRIPTIONS 0
- 1:1:: sw
~ FINE TO COARSE SAND WITH GRAVEL (GRAVEL ROAD I 750 26.8 95.5 9 BASE)
BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE OL I 2000 33,1 28
"~ SAND, FINE GRAVEL ("'(DIUM STIFF) (OLD TO PSO I l - 3 2" )
5 16
* -ill:- ~ GRADES WITH I-()RE ORGANIC MATER IAL II BROWN HEDIUM TO COARSE SAND WITH FI~IE TO i 9 II MEDIUM GRAVEL. SOME CLAY 678 500 I 2500 27.6 96.7 9 I~
II CL BLACK CLAY WITH SOME SILT, ORGANICS. TRACE OF FINE SAND (VERY STIFF) DARK BROWN WITH GRAY MOTTLED CLAY WITH SILT.
,.... 10 4500.
TRACE OF FlUE SAND. ORGANICS (VERY sTIFFl 16 I GRADES MOTTLED LIGHT BRO'flN AND GRAY
~
l( 20.9 29 II CL SILTY CLAY WITH SOME FI/<jE SAND. FINE GPAVEL. TRACE OF (]RGANICS GRADES HARD
- JRc.WN S I L TY CLAYfi I TH SOME SAND. oeCAS 10NAl
~ /5 FINE GRAVEL (HARD)
I 3 SOD '0 I GR.AY SILTY CLAY WITH SOME SAND. OCCAS IONAL
~ CL FH;E G~AVEL (VERY ST IFF) ~ ~
20 I GRAY CLAY WITH SOME S IL T, HACE OF F I ~JE SAND (vERY STIFF) 15 "
~
I I ~'In 1,4 'I
;jl;; CL
~I 77,0 ?? L GRADES WITH LESS SilT 25 II
- r~
II II 30 BOR ING COMPLETED AT 30,0 FEET ON 2*25* 74 WATER LEVEL AT 22.0 FEET ON 2-25-74, NO CAS I/<jG USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 142)
REV. 0 - APRIL 1984
BORING 155 LABORATORY TEST DATA SURFACE ELEVATION 6918 LnS~ ATn~MRG SHEAR STRENGTH ~~ r r ....
~~i wQ.w ~t. ... STIC P\..UTICIT iltl .. XI.... l COWP.£SSIOtf
~_Oh'IHEO li"'I:M~.('
>>(SSK::lfof-
- >w 1-1-"
~Z Q:lI'l<>
O~o. L1W1T (".O(X 1-"'<11 o::..J ... ... ~
'il,:, ~ ::t i"-.
rc, .:f ~
.h ll:f 00
- Eo 0 SYMBOLS DESCRIPTIONS w
0 BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE 13 iii SAND, ROOTS (TOPSO I L - ' 5") LIGHT BROWN CLAYEY SILT AND SILTY CLAY WITH TX/C\. 19.5 17.0 1865 500 2250 18.0 109.9 14
- TRACE OF FINE SAND (VERY STIFF) 13 iii BROWN WITH GRAY t-1OTTLING SILTY CLAY WITH 5 SOt~E FINE SAND, OCCASIONAL FINE GRAVEL 4500+ 17.7 111.4 15 * (VERY STIFF)
GRADES HARD 25 II GRADES DARK BROWN, WITH SOME FINE GRAVEL
.... /0 3807 4500+ 18.5 111.4 28 * ~
23 iii w,.;.;.io'it---.....l GRAY CLAY WITH S I L T, SOME SAND, oeCAS 10NAL F! NE l( 3000 12
- GRAVEL (VERY STIFF)
~ /5 ~ 13 iii tb ~
20 1485 2500 1750 22.1 104.4 GRADES STIFF, WITH LESS SILT AND SAND II
- II II GRADES WITH SOME SILT, TRACE OF FINE SAND 25 17~r; ?>l < Q4 >l 12 * "'MiII__ ~
30 BOR ING COMPLETED AT 30.0 FEET ON 2-27-74. NO VIA 1£R nJCOUNTERED. NO CAS INC USED. BORiNG 156 SURFACE ELEVATION 688.4
- o 5
1 2250 4~00+ 4500+ 25.5 10 27
- 26 iii 32
- 22 a SYMBOLS CL DESCRIPTIONS OL BLACK ORGANIC SILTY CLAY WITH
.......,.,.,..,----=:-. 'MOT~~ig'L~g~~\JJ~~S~~~-~~~~,
20 iii FIN~R~~:~E~A~~ERY STIFF} TRACE OF FHIE SILTY CLAY WITH SOME FINE SAND, TRACE OF COARSE SAND, GRADES GRAY WITH MORE SAND AND GR,WEL
~~~~E~R~~~~ SOME FINE AND COARSE SAND, GRAiv~~~T~T~~n wITH SOME SAND, FINE GRAVEL
/0 3000 19.0 110.7 12
- GRADES WITH SILT, LESS SAND ANO GRAVEL 13 II
/5 9
- GRADES STIFF 123 7 1250 2I*5 103.8 CL 20 15 iii GRADE S VERY ST IFF 2000 28.9 93.4 25 10 GRADES WITH SOME SILT, TRACE OF FINE SAND GRAVEL GRADES OUT 1511_......._....,
30 BORING COMPLETED AT 30.0 FEET ON 2-28-74. NO WATER ENCOUNTERED. NO CASING USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 143)
REV. 0 - APRIL 1984
BORING 157 LABORATORY TEST DATA SURFACE ELEVATION 690.9 SYMBOLS [)CSCRIPTIONS
,1.'1 OL BLACK ORGANIC SILTY CLAY WITH TRACE OF FINE
'0 * ~ SAND, ROOTS (TOPSOIL-19")
if/ MOTTLED LIGHT BROWN AND GRAY SILTY CLAY WITH 21
- CL TRACE OF FINE SAND. FINE GRAVEL (ST IFF) 27 IJ ~.,.t---4 GRADES HARD
~ BROWN SILTY CLAY WITH SOME FINE AND COARSE 27
- SAND, OCCAS 10NAL FINE GRAVEL (HARD) 20 iii GRADES VERY ST IFF, WITH SOME I" I NE GRAVEL
/0 ~C;..-.+'-:7...:.._4-+_1_8;..'0-t_ _-t-_-+__-+_3_O_OO_+.-'.;.9_.4-+_'_'0_._3~ 21
- 22 g CL 32 SO 17.3 113.5 21 I GRADES MOTTLED BROWN AND GRAY, WITH LESS SAND AND GRAVEL
/5 t----+----1----1I----+--+--+---+--4---I I 21 g I
GRAY SILTY CLAY WITH SOME FINE AND COARSE SAND. I" I NE GRAVEL (VERY ST I FF) 201---+--+--+--+--+--+---+--_+__---I I 2000 13
- 1 CL GRADES WITH SILT, TRACE OF FINE SAND.
251---+--+--+--+0--+---+--+--+---1 10 Iil VERY OCCASIONAL FINE GRAVEL 30 ... ...._ .....1.'..97.......4.°°.°....__.....'..7..50_....16.....4.......1.'.4...3; .1 15 ............_ _ GRADES STIFF BORING COMPLETED AT 30.0 FEET ON 3-1-74. NO WATER ENCOUNTER EO. NO CASING USED. BORING 158 SIJRFACE ELEVATION 7032 SYM80LS DESCRIPTIONS 0 ........-...,-....,-...-..,..-....,..-....,-....,.--. 148 2000 3'.2 84.7 1 4500
- 17.6 113.7
\ 4 500. /0...--1----+---1---+---1----+---1-----1----1 I !4500.
I
/5 t---+---+----t---t---t----+j2-5-0-0--l1--20-.-Z-+-'-1-:"""4-.8-1 I
20 t----+----t----+---+---+----+---t---+---I 18.0 I S. I 20.0 14 II GRADES WITH SILT 251---1----I----t---I---+-----jf----i---t----t BORING COMPLETED AT 26.5 FEET ON 3-1-74. WATER I.EVEL AT 4.0 FEET ON 3- 1-74. 30 ........- .....- ......-""--.....-----""'-.....- .... NO CAS INC USED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 144)
REV. 0 - APRIL 1984
LABORATORY TEST DATA BORING 159 SURFACE ELEVATION 700.3 U1~~ ATTER6£RG LIMITS SHEAR STRENGTH
~~ >-
...... J:
",,,,~ TAI4)OA\' ~,()N'I~(O f'(lIC~;TtIl
;i~
",,,, u
~~~
L"L,ASTtC ,."" .. STICJfY GO"""(5'10f'I ..-.t('SJOH t.IW1T IHO(X O~Q.
~d ... ... ~
~.:f m;",
j,c fcl .:. dl .:, B:.. 00
;10 0 SYMSOLS OESCRIPTIONS o BLACK ORGA':IC SILTy CLAY WITH TF,ACE OF FINE 990 250 2750 20.9 183.3 SMJO (TCPSO IL-9")
MOTTLED LIGHT BROWN AND GRAY SILTY CLAY WITH 20 .. TRACE OF FlllE SAND, FINE GRAVEL (VERY 5 4500+ 17, 7 111.u 22 20
*.. ST I FF)
GRADES WITH SOHE F /tlE TO COARSE SAND GRADES HARD 5598 4500+ 19.0 : 10.5 21 34 II
/0 4500+ 21 42 r;;i GRADES GRAYISH-BROWN, WITH LESS SILT DAR K BROWN WITH GRAY MOTTLED S I L TY CLAY WITH I SOME FINE TO COARSE SAND. FINE GRAVEL (HARD)
/5 12 I ,3 4500 12.4 I GRAY SILTY CLAY WITH SOME FINE TO COARSE SAND, FINE GRAVEL (HARD) 20 :
\
! \
22.0 109,1 25 GRADES WITH LESS SILT AND SAND 30 BORING COMPLETED AT 30.0 FEET ON 2-18-74. WATER LEVEL AT 20.0 FEET ON 2-18-74. NO CAS INC USED, LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 145)
REV. 0 - APRIL 1984
t! BORING 160
~~ ~ S(/RFACE EL EVATION 691,8 8t3
~~...... ~~
c::.~ 0- ~~ OESCRIPrlONS BROWNISH-GRAY SII,TYCLAY WITH SOl-'{ FINE TO 7 II COARSE SAND AND OCCASIONAL GRAVEL (HARD) (FILLL- 690 32 II YELLOWISH*BROWN SILTY CLAY WITH SOME FINE TO COARSE SAND AND TRACE (;RAVEL (HARD) 19 II 5- GRADES WITH SOME GRAY 21 II 36 II -685 19 II BROWfi CLAYEY 5 I LT "I I TH TRACE SAND MID F f "IE 10- 26 II GRAVEL (VERY STIFF)
-680 16 20 II
" 1MM+t-~::.....j GRAY SILTY CLAY wITH TRACE SAND (VERY STII'"F)
GRAY FINE SMIOY SILT (VERY STIFF) 15- 11 II GRAY SILTY CLAY WITH TRACE FINE TO COARSE SAND 9 8 II
" AND OCCAS lONAL GRAVEL (VERY ST I FF TO STIFF)
GRADES WITH OCCASIONAL FI~IE SAND STRINGERS,
-675 17 II GRAY FINE SANOY SILT INTERBEDDED WITH LENSES OF 20- S'LTY FINE TO MEDIUM SAND (STIFF TO MEDIUM II Ii DENSE) 10 Ii ..............,..,.,..-j GR~~E~~L~~I~~~Y '.1ITH TRACE SAND AND fiNE GRAvEL - 670 7 Ii GRAY SILTY FINE TO COARSE SAND WITH SOME CLAY AND Mo\I;ljt-~~ GRAVEL (LOUSE) 25- 12 \I GRAY S I L TY CLAY "I I TH TRACE FINE TO COARSE SAND (STIFF TO VERY STIFF)
II II -665 24 17 II a GRAY SILTY FINE TO COARSE SAND WITH SOME CLAY 30- AND GRAVEL (MEOIUM DENSE) GIlAY SILTY CLAY (VERY STIFF) 12 fa
-660 11 CI 35- 7 \I
....- ..._ - BORING COMPLETED AT 35.5 FEET ON 11-27-75.
CASING USED TO A DEPTH OF 10,0 FEET. GROUNDWATER LEv EL NOT RECORDED, 40-t! BORING 161
~i::: ~ S(/RFACE ELEVATION 6860 at3
~~...... ~~
c::.~ 0- ~~ OESCRIPrtONS 26
- YElLOWI5H*RPhIN SILT'! CLAY WITH SOME FINE TO COARSE SAND AND I" I "IE TO COARSE GRAVEL (HARD) -685 34 II (f I LL) 28 II 5- 20 II
/5 \I - 680 26 Ii I;PAY ';llTY':LAY WITH SOM£ FINE TO COARSE SAND 10- 16 II AND TRACE FINE GRAVEL (vERY ST IFF)
/6 (;I 675 I;RADES TO ST IFF ',./ I TH MORE CLAY AND LESS SAND 14 II AND GRAVEL IIl1
/5- 15 Ii
-670 911 8 II r.RAOE:S ,11TH UA)f(lNAt CLAYEY SilT iEAMS 20- 7 II SAND GRAOES OUT 7 II
- 665 12 II 25- 611 911 - 660 9 II GRADES WITH TRACE FINE TO COARSE SAND AND GRAVEL IlCiJ 30-LA SALLE COUNTY STATION BOR ING COMPLETED AT 30,0 FEET ON I 1-22-75.
UPDATED FINAL SAFETY ANALYSIS REPORT
'JO r AS I "1(; USED HOI E DRY UPON (OMP! ET I ON .
FIGURE 2.5-19 LOGS OF BORINGS (SHEET 146) REV. 0 - APRIL 1984
BORING 162 SURFACE ELEVATION 684.1 OESCRIPTIONS 0- YELLOWISH-BROWN SILTY CLAY WITH FINE TO COARSE SAND AND GRAVEL (HARD) (FILL)
""~f----4HOTTLED BROWN AND GRAY SILTY CLAY WITH SOHE -680 5- FINE TO COARS E SAND AND OCCAS IONAL GRAVEL (MEDIUH STIFF) 1 II
~~~--tMOTTLED BROWN AND GRAY CLAYEY SILT WITH SOME FINE 5 II TO COARSE SAND AND FINE GRAVEL (STIFF) 10- 8 II GRAY SILTY (LAY WITH TRACE FINE TO COARSE SAND - 675 AND GRAVEL AND OCCAS 10NAl TH I N CLAYEY S I LT 8 II ~EAHS (STIFF) 8 II ....h~]L.:.=....., GRAY CLAVEY SILT WITH SOME FINE SAND (STIFF) 1 II GR~~oS6~X~E~L1~T~g~ TRACE FINE TO COARSE SAND _ 670
/5-7 II 10 II GRAY FINE SANOY ql.T WITH TRAr:E "'EDIUM TO COARSE 14 II ~AlJD AND CLAY (STIFF) _ 665 20- 10/1 GRAY SILTY CLAY WITH OCCASIONAL THIN CLAYEY SILT 14 II SEAMS (vERY sTIFF) 10 II r,RADES Tn <;T I FF 25- 4111 -660 1111 GRADES WI TH oeeAS 10NAl SAND AND I" INE GRAVEL fO II 1111 GRADES VERY 5 TIFF - 655 30-BOP ING COMPLETED AT 30.0 FEET ON 11-2:-75.
>!O U.S I NG II~ EO.
GROUNOI'iATER LEvEL NOT RECORDED
~ BORING 163
~
~~ at! SURFACE £LEVArION 684.8
~~ ~~
~~ lJESCRIPrlONS 0- 23 II YEIl.OWISH-BROWN SILTY CLAY WITH SOME FINE TO COARSE SAND AND TRACE FINE TO COARSE 17 II GRAVEL (HARD) (Fill) 19 II 5- 21 II GRADES MOTTLED GRAY AND YEL LOW ISH-BROWN -680 1411 BROWNISH-GRAY SilTY CLAY WITf; TRACE FINE TO COARSE SAND AND TRACE GRAVEL (HA~O)
Ie II GRADES TO GRAY AND VERY ST I FF
/0- 2~ II GRADES HARD -675 3081 3081 26 II /5- -670 32 II GRADES WITH TRACE THIN SilT SEAHS 18/1 GRAY SILTY CLAY WITH TRACE FINE TO COARSE SAND AND OCCAS IONAl GRAVEL (VERY STIFF)
Ie II SAND AND GRAVEL GRADE OUT 20- 12 fI -665 12 II 12 II GRADES TRACE I" I NE Te COARSE SAND AND FINE GRAVEL (STIFF TO VERY STIFF) 10 II -660 25-12 II 1511 1411 GRAY SILTY CLAY WITH FINE Te CCARSE SAND (VERY 30- 5 T' FF) -655 80R INC COMPLETED AT 30.0 FEET ON 11-22-75. NO CAS ING USED. HOLE DRY UPON COMPlEr ION. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 147)
REV. 0 - APRIL 1984
~ BORING 164
~ SURFACE ELEVATION 688.2 8~ ;,.I
~~
0- iil~ O£SCRIPTIONS 34 II BROWNISH-GRAY SilTY CLAY WITH SOME FINE TO 35 II COARSE SAND AND TRACE GRAVEL (HARD) (FilL) 28 II -685 5- 26 II GRADES DARK GRAY 17 II DARK GRAY CLAYEY SilT wITH SOME CLAy SEAMS AND SOME FINE TO COARSE SAND AND TRACE FINE
- 12. II GRAVEL (VERY STIFF) - 680 DARK GRAY SILTY CLAY WITH TRACE SILT INCLUSIONS
/0- 14 II AND TRACE FINE TO COARSE SAND AND TRACE FINE 18 II GRAVEL (VERY ST I FF)
OCCASIONAL CLAYEY SilT SEAM (STIFF) 8 II 12 II
-675 /5- 12 II GRAY SilTY CLAY WITH TRACE FINE TO COARSE SAND AND OCCASIONAL GRAVEL (VERY STIFF) 14 II 10 II -670 GRADES WI TH LESS GRAVEL 20- 10 II 8 a GRAOES WITH OCCAS 10NAl STIFF SEAM 10 II GRADES 'II I TH LESS SAND -665 25- 10 II GRADES WITH i<<lAE FINE TO COARSE SAND AND FINE GMVEL 9 I 1 INCH FINE TO MEDIUM SAND LENSE 13 II GRADES WITH LESS SAND; GRAVEL GRADES OUT - 660 12 II 30-BORING COH,.LETED AT 30.0 FEET ON 11-24*75.
NO CASING USED. HOLE OAY UPOff COHltUT ION. BORING 16~
- 5-13 II 20 II CL SURFACE ELEVA710N 688.8 OCSCRIP71ONS BROWN SILlY CLAY WITH SOME SAND AND GRAVEL (HARD) (ifill)
YELLOWISH-BROWN SILTY CLAY WITH SOME FINE TO COARSE SAND ANO TRACE GRAVEL (VERY STIFF) GRADES TO GRAY AND STIFF TO VERY STIFF
-685 12 II 17 II
-680 15 II CL GRADES WITH LESS SAND AND GRAVEL
/0-14 "
II II 16 II GRADES TO STIFF -675
/5- 9 II 13 II 13 II 12 INCH LENSE OF GRAY SILTY FINE SAND WITH TRACE- 670 CLAy AND COARS E SAND 20- 9 II 8 II 14 II GRADES WITH MORE CLAY CL -665 9 II 25-7 II 9 II §r!1 4 INCH LENSE OF GRAY SILTY FINE SAND 15 II CL -660 30- BOR I NG COMPLETED AT 30.0 FEET ON 11-?7 - 7~.
CAS ING USED To A DEPTH OF 5.0 FEET GROUNDWATER LEVEL NOT RECORDEO. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 148)
REV. 0 - APRIL 1984
~ BORING 166
~~ ~ SURFACE ELEVArlON 690 '7 al:l
~~ ~~
;g~ DCSCRIPrlONS 0-7 Ii BRO\oJN AND GRAY SILTY CLAY WITH SOME FINE TO -690 COARSE SAND AND GRAVEL {HARD} (FilL) 20 II 27 II BROWN SILTY CLAY WITH SOME FINE TO COARSE SAND 5- AND TRACE GRAVEL (HARD) 38 Ii GRADING TO GRAY - 68$
20 II GRADES VERY ST I FF 33 Ii 10- 17 II II II GRAY SILn CLAY WITH TRACE FINE TO COARSE SAND -680 AND OCCAS rONAL GRAVEL (VERY STIFF) 12 I GRAY ~ANDY SILTY CLAY (STIFF)
/5- 12 Ii 10 II GRAY SILTY FINE TO (;OARSE SAND WITH SOME CLAY -675 AND GRAVEL (MEDIUM DENSE) 20 II GRAY SILTY CLAY WITH FINE TO COARSE SAND AND OCCAS IONAL GRAVEL (STIFF TLi VERY STIFF) 15 II GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND 20- AND OCCAS 10NAL GRAVEL (ST I FF) 10 II -670 GRAY SILTY CLAY WITH TRAf:E FINE TO C,;ARSE SAND 10 II (STIFF Tr; vERY STIFF) 16 II 25- II II
-665 9 i 5 INCH LENSE OF GRAY SILTY FINE SAND WITH SOME CLAY II II 30- 1/ II
-660 BOPING COMPLETED AT 31.0 FEET ON 11-2~-75.
CAsiNG USED TO A DEPTH OF S.LI FEET. GROUNDWATER LEVEL NOT RECORDED. 35-
~ BORING 167
~
~S SlIRtt'ACE EL EVArlON 696.4
~I:l
~~ ~~
0- ~! 15 II -695 18 II MOTTLED BROWN AND GRAY 5 Il TY CLAY \II ITH SOME F I HE TO COARSE SAND AND TRAf:E FINE GRAvEL 30 iii (VERY STIFF) 5- GRADES BROWN ISH-GRAY (HARD) 36 II
-690 17 iii 24 II 10- 20 II GRADES WIlH MORE S IlT 12 II GRADES VERY ST IFF -685 13 iii GRAY SILTY CLAY WITH TRACE FINE TO COARSE SAND AND orCASIONAl GRAVH (STIFF) 15- II II 13 iii GRADES WITH OCCASIONAL FINE TO MEUIUM SAND - 680 STR INGER 14 II II iii 20- GRADES \0/ I TH MORE CLAY 12 iii
-675 13 II 19 II nccp.SfnNAl SAND STRINGER 25- i I INCH LENSE Of GRAY FINE TO COARSE SAND 21 14 iii GR~~N~ H TY FINE TO rnAR~E SAND LENSE (MED I UM -670 9 I GR~Y SilTY FINE TO rOARSE SAND lENSE (MEDIUM DERSE) 30- 17 II 17 iii -665 BORING COMPLETED AT 3:.5 FEET ON 11~24*75.
35- "In CA~ I Nt; USED.
';P.OtlNOWATER l.EVEl WIT RECDRDElJ.
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 149)
REV. 0 - APRIL 1984
~;;:~
~ BORING 168
~
~~ 813 SURFACE EL EVArJON 701.4
!~~
~~ ~~ ~
0- ~~ SYMBOLS <<SCRIPTIONS 10 II 12 II
':lil/loi.l Ol DARK BROWN TO BLACK ORGANIC CLAYEY SILT (TOPSO IL) -700 33 Ii ~ RRf1\l1N SilTY CLAY WITH SOME FINE TO COARSE SAND 5- ~ AND GRAVEL (VERY STIFF) 27 II
~ ~ GRADES TO HARD WITH OCCAS IONAL SAND STR I HeER 25 II
~ ~ Cl GRADES GRAY -695 22 II ~ ~
10- ~
~
18 Ii 17 II -690 15 II (;RAY <; IL TY CLAY WITH TRAr:E SAND (STIFF TO
/5- 16 II
'/,
VERY ';TIFF) 13 (I Cl
~ -685 16 II
/3 (I GRAY FINE SANOY SILT WITH SOHE CLAY 20- SEAMS AND COARSE SAND ANO DCCAS IDNAl 10 II Ml GRAVEL (STIFF) 10 II cL -680 14 II GRAY SILiY CLAY WITH SOME FINE TO COARSE SAND 25- 19 II ANO TRArE FINE TO COARSE (;RAVEL (STIFF TO vERY STIFF)
I 16 II a.. -675 19 II 30- 15 II GRADES VERY STIFF BORING COMPLETED AT 30.5 FEET ON 11*24*75. NO CAS tNG USED. HOLE DRY UPON COMPLETION. 35-
- ~:--.
~~.....
0-
~
it at:
~~
qf~ 28 II SYMBOLS f{~ BORING SURFACE ELEVATION 169 684.5
<<SCRIPT/ONS YElLOWISH-BROWN AND BROWN SILTY CLAY WITH
~
i::~
!~
~
SOME FINE TO COARSE SAND AHO TRACE FINE 19 II ~ ~ GRAVEL (HARD) (Fill)
~ Cl 23 II ~ -680 5- ~
19 II 'l: 12 II
~ BROWNISH-GPAY SilTY CLAY WITH SOME FINE TO COARSE SAND AND TRACE GRAVEL (VERY STIFF
~
17 III TO HARD)
/0- CL -675 18 II 17 II 16 II GRAY SILTY CLAY .... 'TH TRACF FINE TO COARSE SAND AND OCCASIONAL FINE GrAvEL (VERY STIFF) 15- 18 II GRADES WITH DCCAS IONAL STR INGERS OF CLAYEY -670 S I LT 18 II
~
12 II Cl GRAOES STIFF TO VERY STIFF 12 II -665
~~
20-16 II GRADES VERY STIFF WITH LESS SAND AND GRAVE L 14 II ~ ROR I NG COMPLETED AT '3.0 FEET C,N 11.25*75. 25 - NO CASING USED. GROUNDWATER LEvEL NOT RECORDED. LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 150)
REV. 0 - APRIL 1984
~ BORING 170 ~
- !~
~:--.. ~ ~.~
SURFACE ELEVATION 684.3
§tz
~"
'- ~~ c.:;
0- ~~ SYMBOLS O£SCRIPrJONS 25 II
~~ MOTTLED YELLOWISH-BROWN AND BROWN S IL T'1' CLAy WITH SOME FINE TO COARSE SAND AND TRACE 19 II CL r.RAVEL (HARD) (FILL) 19 II 5- 8ROWNISH-GRAY SILTY CLAY WITH SOME FINE TO
-680 25 II
- % COARSE SAND ANO TRACE FINE TO COARSE GRAVEL 29 II % (HARD)
~ CL 25 II 10- 19 II GRAOES TO GRAY WITH LESS SAND AND GRAVEl.
AND VER Y ST IFF
-675 13 II 'l~
~
16 II GRAY SILTY CLAY WITH TRACE FINE To COARSE SAND AND OCCASIONAL FINE TO COARSE GRAVEL (VERY
/5- 13 II
~
STIFF) -670 GRADES WITH LESS SAND AND GRAVEl II II ~ II iii 20-12 II II I
~~
~ CL GRADES STIFF WITH OCCASIONAL SILT STR I NGERS -665
~~
II 1I 1111 r.RADES WITH 1/.01'1£ FINE GRA~EL 25- 13 II §?;~ -660 BORING COMPLETED AT 25.5 FEET eN 11-25-75. N" CA~ I NG U$ED. HOLE DRY UPON COMPlEr ION .
.10-LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 151)
REV. 0 - APRIL 1984
~
i::: ....
~~~
A TTERBERG
~
SHEAR STRENGTH DATA llMliS f* J: "'_(l___ BORING 4-A-OI
~ ~ .:
t.(
...... 0.,**, .....
f ...
~l ~ T" **, . , c ............" I C.O"::;:~~:. t
;j ~-" ~
~B
~~~
I., ....,
~ ~ ~
if,' .!,Q; ~f + .~t -~ i,~ a~ SURFACE ELE'tf4TlON 683.5 670
~~
~~ SYIIIBOLS f)E'SC",PTIONS 660 501 ~ GC BROWN CLAYEY FINE TO COARSE GRAVE L WITH SOME SAND - FILL 4500+ 191~ CL MOTTLED BROWN AND GRAY SILTY (LAY WITH TRACE OF SAND AND FINE GRAVEL POCKET OF SILTY CLAY WITH SAND 4500+
471 ~ AND GRAVEL BROWNISH-GRAY SILTY CLAY WI TH TRAC E 650 CL OF SAND AND GRAVEL 4500 2S1 ~ 4200 221 ?d/C GRAY SILTY CLAY 101 ITH TRACE 01' SAND
>>' AND GRAVEL 640 3200 15 I
~ CL i§;
3200 IS I @W 630
~
GRAY SILTY CLAY 4500 251 CL
- i/:' GRAY S I LTY CLAY 101 I TH SOHE SAND. GRAVEL
~
2700 22 I AND OCCAS 10NAl SAND LENSES 620 3500 211
~
~4 CL 3 INCH LENSE OF SAND 4 INCH LENSE OF 1'1 NE SAND 4500+ 47 I ~ 3 INCH LENSE OF FINE: SAND 6/0 I87/1d' I BROWN FINE SAND SP 4500+ 52.
~ CL GRAY SILTY CLAY WITH SEAMS OF SILT 600 1001 BROWN AND GRAY 1'1 NE TO HED I UM SAND WITH TRACE OF COARSE SAND SP 133. GRADES WiTH ~RE COARSE SAHD AND TRACE OF FINE GRAVEL 21 I NCH BOULDER FROM 71.5 TO 590 lOS. 73.3 FEET GRAY FINE SAND
~m;je GRADES WITH TRACE OF CLAY 580 (09)li SP (ll81li 570 U31lli GRADES WITH SOME MEDIUM SAND (54)11 BROWNISH-GRAY FINE SANOY SILT WITH SOME 560 osnli 1IIIi CLAY AND GRAVEL (57) 'I ML GRADES WITH 1'(lRE SAND 1IIIIi 550 U7OI1f') 'I
.. GRAY FINE TO COARSE SAND WI TH SOME (193)11 :: :.~ GRAVEL
, . - sW
.. *0" 6 INCH COBBLE
~ ::"
540 (40)'1 ':.::'.
- "0 :
75111'1(1 GRAY S'LTY FINE SAND WITH SOME GRAVEL 530' ll9V18'lQ SM r 1901IO"111 .... Q. GRAY FINE TO COARSE SAND WITH SOME GRAVEL 520 (881'1 0.. : ; GRADES WI TH TRAC EOI' S I LT (JS41Q
.: ,..... SW
* '='
~:~.:
~.
4 INCH lENSE OF FINE SAND 5/0 (SOllii . -.
.'tI.~ .-
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 152 ) ~
REV. 0 - APRIL 1984
~ ~ ~<:)
i::: ...... II)
~~ti ATTERSE:RG SHEAR STRENGTH DATA ~ loA 1",~
LrM1T$ c".et _,,"-.r ~
~~~
,. ,.( .:0 ....' .... 0'"' cwo".::;::;:"
"'_"e .....1_ :;;i" ~.""'n"".'.~
~
Iol.j " <:) ij ~e + ~~~ ~}~
>-'-,1 rr .!,cr. ~f I:n .S, ~ ~ Sy.,l/OLS D£SCRJPrlON$
5/0 GRAY FINE TO MEDIUM SAND WITH TRACE OF GRAVEL (lOll a 500 (J07HI (101)11 490 (68)11 SP (93111 480 (24)11 OCCASIONAL SEAM OF SilTY CLAY O~/lnll liGHT GRAY VERY FINE SAND 470 (65111 SP GRADES TO FINE SAND WITH OCCAS IONAl SEAM OF S Il TY CLAY (20011i BOR I NG COMPlE TE D AT 200.0 FEET 460 ON 4-19-72 CASING USED TO A DEPTH OF 10 FT. GROUND WATER lEVEL RECORDED AT A DEPTH OF 21.5 FEET ON 4 72 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 153)
REV. 0 - APRIL 1984
~
i::: .....
~~~ r-~~~ ,..-..,..'-T--------------------, BORIN~ 4-C-O I ATTERBERC SHEAR STRENGTH DATA 1.&.1 l( L'MITS ~L >j_t-T-,~-*.-** -e-**-.,-..-...-"-r-:~7::.:.;:::~:;:::...:-:"".;-
...-.,--1 SURFACE ELEWilTlON 6 57 1:
~O ":" ':~:. 7 ie !~ ~t-::",~,.~-:,IlI=--r--~-:,-t---;;7-:.'--rbl--.~-' -""h_=*_;-;i:=:,-,...._*tn-.." .a;: ;~r; SyitfllOLS DESCIf'PTlONS OL- DARK BROwN ORGAN IC CLAYEY SILT WI TM 650 4500i' 3750
- 9. @}
25.
~I-V;-;;//
- /'0 CL ROOTS - TCPSO IL MOTTLED BROWN AND GRAY S IL TY CLAY WITH TRACE OF SAND AND GRAVEL
- 36. ;;}0 BROWNISH-GRAY SILTY CLAY WITH TRACE 4500+ OF SANO AND GRAVEL 640 GRAY SILTY CLAY WITH TRACE OF SAND 3250 AND GRAVEL 630 3750 19 I CL
~~
620 101 il
~
2500 III GRAY S Il TV CLAY CL r::..:L 610 3250 16. r:::)
~>~;
GRAY S I LTV CLAy wrTH SOME SAND AND GRAVEL 4500i' 24 I>>?:: CL
- L'/
2000 23 I
~
GRAY SILTY CLAy WITH SEAMS OF SiLT 600 CL 18 INCH LAYER OF SAND AND GRAVEL I SP BROWN FINE TO MED I UM SAND 731 Iliil ML GRAY VERY FINE SANOY SILT WITH SEAMS OF CLAY 590 LIGHT GRAY VERY FINE TO FINE SAND 16713"1 SP WITH OCCASIONAL CLAY SEAM (54)fI GRAY FINE TO MEDIUM SAND WITH SOME 580' SP GRAVEL GRADES WITH SOME COARSE SAND (4!l)lJ AND SILT (44)11 SM GRADES WITH I'{)RE SILT 570
~I
(!58) iii (;~AY AND BROWN S' LTV FINE TO COARSE SM SAND WITH SDME GRAVEL (30lil LIGHT GRAY VERY FINE TO FINE SAND 560' SP (08)liI (60)" iii ~ .. - Ml GRAY SILT GRAY CLAYEY SILT WITH S'\ND AND 550 SOME GRAVEL II e50llil ML (841 liI I1 GRADES WITH I'{)RE CLAY OCCAS IDNAl SEAMS OF FINE 540 1111
" I. TO MED I UM SAND (50'~1 GRADES WITH lESS CLAY LIGHT GRAY FINE SAND 25/6"l1il SP GRADES WITH TRACE OF ME D IUM SAND 530 03011:. GRAY FINE TO MEDIUM SAND WITH SOME COARSE SAND AND GRAVEl SP 4 I NCH COBBLE 520 BORING COHPLEHD AT 138.5.FEET ON 4-27*72 CAS INC USED TO A DEPTH OF 16 FT.
GROUNO WATER LEVEL RECORDED AT 510 A DEPTH OF 26.7 FEET ON 5-2-72 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 154)
REV. 0 - APRIL 1984
BORING 5-8-01 SURFACE ELEWIITION 594.1 SYMBOL" O£SC"IPT/ONS o tppI'l"l"It'r-=0~l=--J DAR~~R~: T~ ~ ~6p~6 i~ OCCAS IONAL GRAVEL 14 I GRAYISH-BROWN SILT WITH OCCASIONAL GRAVEl ( MEDIUM DENSE TO DENSE) SMAll ROOTS TO DEPTH OF 6.0 FEET ML 10-rrT OCCAS tONAL SEAMS OF SAND AND GRAVEL I~ GRAOING GRAY AND WITH SAND AND GRAVEL 20 90. LIGHT ~ROWN COARSE SAND WITH OCCAS IONAL GRAVEL (VERY DENSE) SP GRADING WITH fREOUENT COARSE GRAVEL /00 a!Y'rJ GRADING WITH SOME CLAY SP
.: MULTI-COLORED fiNE ROUNDED GRAVEl WITH COAR~l SAND (VERY DENSE)
Jot 105 GRAD ING LESS GRAVEL I GW Mil If' I/O
"'.~ 12711
~ 40-,....,
.. 4
~
...-...- ..- ....- - - 1 PROWN COARSE SAND WITH MEDIUM ROUNDED 1~411
~ SP (VERY DENSE)
~ ." 'MULTI-COLORED GRAVEl WITH SOME SAND
.,. (VERY DENSE) 45~;.
t/ . GW 125 GRAD I NG MORE CLAYEY 55--mT BROWN COARSE SAND WITH OCCAS 10NAL GRAVEL 130 GRADING GRAYISH-BROWN FINE SANOY SILT (VERY DENSE) wtTH PARTINGS OF FINE SAND AND TRACES Of D':CAYED PLANT MATERIAL (VERY DENSE) 6015i1 135 GRAY SILTY SHALf. HIGHLY WEATHERED SP 651'3S1 GRAY CLAYEY 51LTSTONE, MASSIVE TO THINLY
~EDDED HORIZONTALLY. SILICEOUS ',11TH TRACE OF PYRITE, HARD. HORIZONTAL FRACTURES AT APPROXIMATELY 12 INCHES INTERVALS WITH CALCAREOUS FILLING GRAD I NG II GHT GRAY FRACTURE AT 45° LIGHT GRAY VERY FINE SILTY SANDSTON,THINLY BEDDED. HARD. OCCASIOMAL SI LTSTONE PART I NCS, HORIZONTAL fRACTURES AT APPRO:tIMATELY 75- 150 18 INCHES INTERVt.LS RORING COMPLETED AT 150.0 fEET ON 719170 WAH" LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 155)
REV. 0 - APRIL 1983
~ BORING 5-8-02
§ SURFACE ELEVATION 668.1 8~ -J
~ ~
~~ SYMBOLS DeSCRIPTIONS o---..,"""".....---MO-T-TL-E-D-GR-A-Y----S-I-U-y-C-L-AY-W-I-TH-RCOTS "NO GPh\!fL (HARD)
CL C,RAO INC IJC ROOTS 80--
- 115
...........---., GRAYISH-BROWN COARSE S AND,.; I TH CRAVEL AND TRACES GF ') IL T 85-200J5". SANDSTONE BOULDER CL
(,RADING DARK RROWN 90-1!ll76 tI SP GRAD J NG ( VERy
-,RADllle. (,PAY 95 175JO"lJ 25- /00- 9016!!
........_... eOR ING COMPLETED AT 101 0 ON 7/14170 WATER LEVEL NOT RECORDED
...........::s:..;.P---l GRA:O~e~~rE SAND WITH SOME GRAVEL AND CLAY /05---
GRAY SilTy (Lh', WITH OCCASIONAl (,RAVEl AND SilTY pjrLl)S/(~jS (vERY SIIE>>
~ ~
- ~
~ ~
c:s 45 CL (,RAnlNC*:ERY STIFf 55-GRAY CL~yry '\I\NO ..-II p. Irl'~AI SP~RA/EI f DP~r,E CL LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 156)
REV. 0 - APRIL 1984
~ BORING 5 03
~ SURFACE ELEW4TION 623.5 a~
~ ~
Q ~
~ ~ SYMBOLS DESCRIPTIONS 0- DARK BROWN SILT Y CLAY WITH ROOTS TOPSOIL
- 10. MOTTLED BROWN SILTY CLAY (VERY STIFF) 5- 7. GRADING WITH OCCASIONAL FINE GRAVEL (ST IFF")
/0- P. GRAY SILTY CLAY WITH llCCASIONAL FINE GRAVtl_
(HARD)
/5- P.
25- P. GRADING LAMINATED WITH OCCASIONAL FINE GRAVEL (VERY ST IFF)
..... 30- P
- GRAD I NG NO GRAVEL
~
GRAD I HC S AHOY GRAY SANOY SILT WITH OCCASIONAL FIlE GRAVEL
~ (HARD) 35- 52. ~ ~ 4';)-11919'. ~
LIGHT BROWN MEDIUM TO COARSE SAND WITH OCC-AS 10NAL GRAVEL (VERY DENSE) 45-I6!:J1<J'* GRADING WITH LESS GRAVEL 5 G-/6311Cf. 55- 158. 60- 124. 65-'65111'". BORING ':OMPLETED AT 65.9 FEET ON 7/15170 WATER LEVEL HOT RECORDED 70-LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 157)
REV. 0 - APRIL 1984
- BORING 8- B - 01 SURFACE ELEW4TION 677 +/-
SHEARING STRENGTH IN LSS./SO.FT. 6000 $000 4000 3000 2000 1000 SYM80LS DESCRIPTIONS o 5 I : I; OL Bl....CK ORGAHIC SILTY CLAY WI1'H ROOTS (TOPSOIL-Z4 INCHES) I40TTLED BROW" AHD YELLOwiSH-BROWN SILTY 26.0%-91 8C::==~====~ 5 I ?; CLAY WITH SOME ROOTS 5 CL GRADES TO BROWN 181 ~"""'----4 GRAYISH-BROWN SILTY CLAY WITH SOME SAND AHO OCCASIONAL SILT SEA/'ISWITH FINE ROOTS
/0 150"1.-116.9 CL ...... GRAOING TO BROWNISH-GRAY ~
l(
/5 131 GRAY SILTY CLAY WITH SOME FINE TO COARSE ~ SAND AND aCCAS 10NAL GRAVEL 141 ~ 20 20.3"1.... 109.2 ~
c:s 114"4-115.1 25 26J"Io-95.7t=:==:::t:==~ aCCAS 10NAL SEAM OF COARSE SAND 30 BOR fNG COMPLETED AT 32.0 FEET ON 11/20/70
\ NO CASING USED 35 PIEZOMETER INSTALLED, BOTTOM OF POROUS STONE. TWO FEET 'N LENGTH, PLACED AT A DEPTH OF 32 FEET. GRANULAR BACKF I LL PLACED TO A DEPTH 28 FEET. SEAL CONS ISTING OF BENTON I TE AND/OR CONCRETE PLACED FROM 28 FEET TO 26 FEET. HOLE BACKFILLED AND SEALED AT GROUND SURFACE.
WATER LEVEL READINGS DEPTH IN FEET BELOW GROUND SURFACE Q.lli.. DRY 11-20-70 13.3 12-1-70 11.5 12-18-70 10.8 12-24-70 9.9 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 158) REV. U - A.P.KIL l.~ ij t,
I*
- BORING 8-8-02 SURFACE ELEVATION 676+/-
SHEARING STRENGTH IN LSS./SQ.FT. 6000 5000 4000 3000 2000 1000 DESCRIPTIONS o BLACK ORGAN IC CLAYEY S IL T OL WITH ROOTS TO 30" (TOPSOll-30 INCHES) MOTTLED GR AY AND BROWN S I LTY CLAY WI Tf-' CL ORGAN If MATTER 5'----1-----+----+---+----+----1 OL 190%-/10.9 LL.-322 PL 174. PI-148 BROWN S I LTV CLAY WITH TRACES OF S AND' AND GRAVEL OCCAS 10NAl POCKET OF GRAY CLAYEY S Il T
/01----+----+----1-----+----+----1 GRAY SILTY CLAY ~
li:
~
/5 I - - - - - i 16.6"1.-115.SC==============I 21
- GRADES WI T" SOME SAND AND OCCAS 10NAl GRAVEL
~ 20
"~"-I" .1 L -23.' PL.L, ~. -100 22.
CL
~ ~ I L.L:-25.6.P.L.-14.2.'p'1,.1l4 14
- f 25 163"1o-1171c:=============1 19 *
- 30 35 17.
P I EZOHETER INSTALLED, BORING COMPLEHD AT 32 FEET ON 11/23/70 NO CAS I NG USED
~el~~~ ~~ :0~~~~/J~N~2 ~T~E~~A~~li~N~r~kF I LL PLACED TO A DEPTH OF 28 FEET. SEAL CONSISTING OF BENTON ITE AND lOR CONCRETE PLACED FROM 28 FEET TO 2S FEET. HOLE BACKFILLED AND SEALED AT GROUND SURFACE.
WATER LEVEL READ I HGS DEPTH IN FEET BELOW GROUND SURFACE DATE DRY 11-23-70 DRY 11-25-70 12.0 12-1-70 7_7 12-18-70 6.9 12-24*70
- 7. S 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 159)
REV. 0 - APRIL 198 L
- BORING 9-A-OI SURFACE ELEVATION 679+/--
SHEARING $TRENGTH IN LB$./So.FT. 6000 5000 4000 3000 2000 1000 o GRADeS TO S I L TY CLAY 34 8%-82.3 q====:t 5 MOTTLEI' REDDISH-BPOWN AND GRAY SILTY CLAY GRADES WI TH SOME SAND AND oeCAS IONAL GRAVEL 19.6 '/.-109 I I--.. /0
~
l( GRAY S IL Ty CLAY Vi I TH SOME 5 AND AND OCCAS tONAL GRAVEL
~ /5 5 AND AND Gil AVEL GRADE OUT ~ ~~
20 OCCAS 10NAL LAYERS OF SANOY SILT AND SILTY CLAYEY SAND (WATER BEAR ING) GRADES WI TH SOME 5 AND AND 25 . DCCAS IDNAL GRAVEl
- 30 PIEZOMETER INSTALLED, BOR ING COMPLETED AT 30 FEET ON 11/25170 NO CAS ING USED BOTTOM OF POROUS STONE, TWO FEET IN LENGTH PLACED AT A DEPTH OF 30 FEET. GRANULAR BACKF ILL PLACED TO A DEPTH OF 21 FEET. SEAL CONSISTING OF BENTON I TE AND/OR CONCRETE PLACED FROM 21 FEET
~2R;!C~~ET. HOLE BACKFILLED AND SEALED AT GROUND WATER LEVEL READINGS DEPTH I N FEET BELOW GROUND SURFACE DRY 11-25-70
- 13. 7 12-18-70 13.8 12-24-70 14.1 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. a -
(SHEET 160) APRIL 1984
- ~
~
BORING 10- 0 -01 678: a12 SURFACE ELEVATION SHEARING STRENGTH IN LBS./SQ.FT. -../
~ ~
6000 5000 4000 3000 2000 1000 o~ ~ SYMBOLS <<SCRIPTIONS o 10. iTifji ~OL BLACK ORGAN I C CLAYEY S IL T WITH ROOTS (TOPSOll-12 INCHES) o ~~/
%;8' Cl*
GRAY ISH-8ROWN S IL TY CLAY WITH ORGAN IC MATTER
,,*1 I * ;jf;f; Ol 5 MOTTLED GRAY AND BROWN c; IL TV WI fy SOME SANe' ANC ceCAS !CNAL CL 10 !
13'~
*Zb. P "'lb. P *~.H
...... GRAY SILTY CLAY WITH SOME SAND AND GRAVEL
~
~ I
~ I ~
/5 1----+---+----.--1 195%-1U6IC============:t 13. ~
~ ;y
;y CL GRADES TO BROWN IS'I-GPAY
~ 31 * &
~
20
~~ ~
17.6%-114.4 22 *
~/~ GRADES TO GRAY I J?0 25 m
~
15.
~
.30
- 15. I flOP ING COMPLTED AT 32 FEET eN 11/19170 PIEZOMETER INSTALLED, NO CAS ING USED
.35 GALVAN IZED PIPE ONE AND ONE-QUARTER INCHES IN D IAHETER PLACED I N HOLE. PIPE SLOTTED FROM A DEPTH OF 5 FEET TO 32 FEET. GRANULAR BACKF ILL PLACED IN HOLE AND SEALED* AT GROUND SURFACE wiTH BENTON I TE AND/OR CONCRETE.
wATER LEVEL READ I NGS DEPTH I N FEET BELOW GROUND SURFACE DRY 11-19-70 6.1 11-25-70 4.3 11-30-70 4.0 12-15-70 4.0 12-18-70 4.2 12-29-70 LA SALLE COUNTY STATION
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 161)
REV. 0-APRIL 1984
- BORING 10-0-02 SURFACE ELEVATION 678+/-
SHEARING STRENGTH IN LSs./SaFT. 6000 5000 4000 3000 2000 1000 SYMBOLS DESCRIPTIONS o I U-48.5,PL -201, PI.-284 1284%-921 5 275%-937C=:::::::
~L BROWN SANDY SILT (WATER SEAR IfIG) ~
li: 22.6%-1041 I. I -- SM
/0 I Il Ty'LAY
~ I )
~ 27.5%-91.IC===========t TO,~RKGRAYW!T'
\Nt; AolGNAL GRAVel.
',0M£
/5
~
~
20 I 16.9%-115,6C==========t 25
- 3OL__JI LL.-272,PLL-I98,PI-74 jI6~-9'\~Y.:-1~14~.S;;:::::=~:;;=~~;;=::;J IN', ,OM,'LEH L AT 30
,'N 11120170 CAS ING USED PUMP ING TEST:
INTAKE NOZZLE PLACED AT A DEPTH OF 5.3 FEET. TEST NO. 1 PUMPED 15 GALLONS IN 12 MINUTES TEST NO.2 PUMPED 40 GALLONS IN 30 MINUTES: PIEZOMETER INSTALLED: GALVANIZED PIPE ONE AND ONE~QUARTER INCHES IN DIAMETER PLACED IN HOLE. PIPE SLOTTED FROM A DEPTH OF 5 FEET TO 15 FEET. GRANULAR BACKF r LL PLACED IN HOLE AND SEALED AT GROUNO SURFACE WITH BENTON I H AND/OR CONCRETE. WATER LEVEL READINGS DEPTH IN FEET BELOW GROUND SURFACE 2.5 11-20-70 2.5 11-25-70 2.2 12-15-70 2.5 12~18~70 2.8 12-24-70 3.2 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 - (SHEET 162) APRIL 1984
- BORING 16-8-01 SlJRFACE ELEVATION 691:
SHEARING STRENGTH IN LBS./SQ.FT. 6000 5000 4000 3000 2000 1000 SYMBOLS DESCRIPTIONS o
\ \
221%-107.1 16
- I 5 8ROWN SILTY SAND WITH SOf'.[ GRAVEL
- 15. 1llWoi.....--:;.~ (vIATrR BEAR INC)
,,,,.-11I.1 I
~1lL...~§§..f.l:!~
GRAY S II TY CLAY WI TH SOME. 'AND AND OCCASIONAL GRAVEl
/0 I 26.
i i SAND AND GRAVEL GRADE OUT
/5 17.
GRADe:; WI TH SOf1E SAND AND 16.4%-115] 17. DCCAS IONAl GRAVEL 20 20. 25 L-238.PL 157 PI.-8.! 148°/~-1202 '-----' 30 ROR INC COf'PLETED AT 30 r EET ON 11/24/70 NO CASING USED PIEZOMETER INSTALLED, BOTTOM OF POROUS STONE, TWO FEET IN LENGTH, PLACED AT A DEPTH OF 30 FEET. GRANULAR 8ACKF ILL PLACED TO A DEPTH OF 3 FEET. SEAL CONS I ST I NG OF BENTON ITE AND I OR CONCRETE PLACED FROM 3 FEET TO GROUND SURFACE. WATER LEVEL READ INGS DEPTH I N FEET BELOW GROUND SURFACE t 1-24-70 29.5 3,30 PM 29.0 3: 3 5 PM 28.5 3 :40 PM 28.0 3145 P.... 27.8 3: 50 PM 27.5 3: 55 PM 27.5 4 :00 PM 3.0 11-25-70 2.3 11-30-70 3.0 12-15-70 2.5 12-18-70 2.8 12-24-70 2.6 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0-(SHEET 163) APRIL 1984
- BORING 16- 8-02 SURFACE ELEVATION 705 ~
SHEARING STRENGTH IN LSs./San: 6000 5000 4000 3000 2000 1000 SYMBOLS DESCRIPTIONS o 6 I!I BLACK "1\GANIC SILTY CLAY WITf.' p,(1n~ TO OL 24",*,cdl~i6S2t-t~A;Nf~NYl Cl AY 5 . . . . . ---+---+-----+---+------1---~ 209%-I063e:=::
, I 7 2O.5%-I09,2C==========LL::,::L-=3::5::,s'::P.:=:L::,-1::9,::8::P.::I.::-1::5'=l 18
- BROWN SILTY CLAY WITfi COME SAND AND
/0 CL OCCAS IONAL GRAVEL (OCCAS 10NAL COBBU) 301 BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND OCCAS IONAL GRAVEL CL 16,50/.,-116,3C::::==L::,::.-2::7:::,5::,P: :L, ::'-::,:::4::"5::,P=:'I=:,-::13::'0:j 18
- 201----+----+------l----+----+----I 170 25....- -.....- ............. -......,j----I.----"'--.... 148 g"p, ING COMPLETED AT 25 FUT ON 11/74/70 NO CASING USEO PUMPING TEST:
INTAKE NOZZLE PLACED AT A DEPTH OF 6.5 FEET. PUMPED APPROX I MATELY 300 GALLONS SEFORE WATER CLEARED AND A STEADY RATE OF OUTFLOW WAS OBTAINED. PUMP ING TEST WERE THEN PERFORMED. TEST NO.1-PUMPED 62 GALLONS IN 14 MINUTES. TEST NO.2-PUMPED 51 GALLONS IN 14 MINUTES. PIEZOMETER INSTALLED 1 GALVAN IZED PIPE ONE AND ONE-QUARTER INCHES IN DIAMETER PLAC EO I N HOLE. PIPE SLOTTED FROM A DEPTH OF 5 FEET TO Z 5 FEEl. GRANULAR BACKFILL PLACED IN HOLE AND SEALED AT GROUND SURFACE WITH BENTON ITE AND/OR CONCRETE. WATER LEVEL READINGS DEPTH I N FEET BELOW GROUND SURFACE 2.6 11-24-70 3.0 11-25-70 2.9 11-30-70 2.8 12-15-70 3.0 12 70 3.7 12-24-70 3.5 12-29-70 LA SALLE COUNTY STATION
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 164)
REV. APRIL 1984 a -
- ~
~
a~ BORING 21- 0-01 SURFACE ELEVATION 695 t SHEARING STRENGTH IN LSS./SCJ.FT. ~ ~ t) ~ 6000 5000 4000 3000 2000 1000 0 ~ ~ O,..--...,.---...,..----r----,.----,---.., 9. SYMBOLS 1:1: 1 OL DESCRIPTIONS BLACK ORGANIC CLAYEY SILT WITH ROOTS (TOPSO IL-20 INCHES)
~~
MOTTLED GRAY AND REDO I SH-BRO'.-IN SILTY 273'%- 4.1 r:=::::: CLAY "I CL 5 /; MOTTLED REDDISH-BROWN AND GRAY SILT 31 WITH FINE SAND AND .sOME CLAY ML 18.1%-113.7
....... L.-31.2 PL. 166 PI.-14.6 91 ~
4" LAYER SILTY FINE TO COARSE SAND AND
~
GRAVEL
~
l,(
/0 CL BROWN S ILTY CLAY WITH SAND AND GRAVEL
~*I 19.8%-113.2 GRAY VERY SILTY CLAY WITH TRACE OF
~ 7450 SAND AND OCCAS IONAl GRAVEL
/5
~ I I
~
~
23.5*/. ..1050 181 ~I/:% CL 20 ~ 21' / 25 171 1OooiIIi. ... __ BORING COMPLETED AT 27 FEET ON 11/17170 NO CAS I NG USED 30 PUMPING TEST, INTAKE NOZZLE PLACED AT A DEPTH OF 7.0 FEET TEST NO. I-PUMPED 4 GALLONS IN 1.0 MINUTE. TEST NO.2-PUMPED 3 GALLONS IH 1.0 MINUTE. TEST NO.3-PUMPED 4 GALLONS IN 1.0 MINUTE. TEST NO.4-PUMPED 15 GALLONS IN 5.0 MINUTES. TEST NO.5-PUMPED 17.5 GALLONS IN 5.5 MINUTES. TEST NO.6-PUMPED 25 GALLONS IN 10.0 MINUTES. TEST NO.7-PUMPED 27 GALLONS IN 11. 5 MI NUT ES. TEST NO. a-PUMPED 20 GALLONS IN 10.0 MINUTES. PI HOMETER I NSTALLED I GALVANIZED PIPE ONE AND ONE-QUARTER INCHES IN DIAMETER PLACED IN HOLE. PIPE SLOTTED FROM A DEPTH OF 5 FEET TO 27 FEET. GRANULAR BACKFILL PLACED IN HOLE AND SEALED AT GROUND SURFACE WITH 8ENTON lTE ANDIOR CONCRETE. WATER LEVEL READINGS DEPTH I N FEET BELOW GROUND SURFACE DATE 2.6 rr:T7-70 3.0 11-18-70 2.8 11-19-70 2.8 11-20-70 3.3 11-25-70 2.2 11-30-70 2.a 1%-15-70 3.1 12-18-70 3.4 12-24-70 4.3 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0-(SHEET 165) APRIL 1984
- BORING 21 - D - 02 SURFACE ELEVATION 691i SHEARING STRENGTH IN LSS./SQ.FT.
6000 5000 4000 3000 2000 1000 SYMBOLS DESCRIPTIONS o CLACK ORGMnC SILTY CLAY 'tilTH R'10TS I I 20,3%-1097 lL-295.f>L. 14.7.PI.-14.8
- 10. """"'....----4 13.
(TOPSOIL-IS INCHES) GP,'Y MJO rr.(wtJ c,I!.TY (11\\ til TH SANI) AND GRAVEL I I , I 1731.-1141 5
-- 18
- 74 I
173%-114.0 I I I I GRADES TO BRowN ISH-GRAY 26. I l I 19 I GRADI:S LESS SAND AND GRAVE:! GRAY VFPY ',fLTY CLAY I--L~407.PL- 7,6.Pi-23.1 19 I 101 """"'---1 GRAY SILTY FINE SAND wiTH SOME CLAY 25 12.6%-1271 ML GOADE' W1FE CLAY 38 *
. 30 I
'One ING 'HO A': 30 FEET 'ON 18170 NO CAS ING USED PIEZOMETER INSTALLED, GALYANIZED PIPE ONE AND ONE-QUARTER INCHES IN DIAMETER PLACED IN HOLE. PIPE SLOTTED FROM A DEPTH OF 5 FEET TO 30 FEET. GRANULAR BACK-FILL PLACED IN HOLE AND SEALED AT GROUND SURFACE WITH BENTON I TE AND/OR CONCRETE.
WATER LEVEL READINGS DEPTH I N FEET BELOW GROUND SURFACE 11-18-70 30.0 9:45AM 29.0 9: 50 28.5 9: 55 28.0 10:00 27.0 10:05 26.3 10: 10 25.8 10: 15 25.3 10:26 25.0 10,37 6.0 11-19-70 5.5 11-20-70 5.0 11-25-70 4.8 12-15-70 4.8 12-18-70 4.3 12-24-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 166)
REV. 0 - APRIL 1984
- ~
~
a~ BORING SURFACE ELEVATION 21-0-03 694:!: SHEARING STRENGTH IN LSs./SaFT. ~ ~ 6000 5000 4000 3000 2000 1000 O ~C)~~ SYMBOLS DESCRIPTIONS O....-----I~-----------,--- 1!"!""!"'t'"I"'-~r---------------
,: OL E\tACK ORGANIC SILTY CLAY \oJlTH ROOTS (TOPSO IL-18 INCHES)
I-IOTTLED DARK BROWN AND LIGHT BROWN SILTY CLAY WITH SOHE SAND AND OCCAS 10NAL GRAVEL 5 i GRADES TO BRO,IN ISH GRAY
..... I ~
l(
/0 WATER LEVEL all 8-19-70 II
~ I GRADES TO GRAY
/5 211
~
~
~
20 171 BROWN S I L TY SAND WITH STR I NG£RS OF CLEAN SAND (WATER BEAR I NG) 25 GRAY S I LTV CLAY WI TH SAND AND ceCA-S IONAL GRAVEL 30 401.--...._....,/. BOR ING CO/,<PLETED ',T 30 HET ON 8/18170 NO CAS ING USED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 167)
REV. 0 - APRIL 1984
- ~
~
a~ SORINe 27-C- 01 SlJRFACE ELEVATION 690!. SHEARING STRENGTH IN LSs./san ~ ~
<:) :Ii 6000 5000 4000 3000 2000 1000 o ~ ~ ~YJtl80LS DESCRIPTIONS o 31.4%-88.9 9' //!\II,I:I[:/' OL BLACK ANn GRAY ORGANIC SILTY CLAY ';/IP-I ROOT:
(TOPSO Il-54 INCHES) 4 * / 1/1, I II! C'H OCCAS IONAL LAYER OF BROWtJ S IL TV CLAY J.L.-628,P,L.L94,PL-19.4 51----+----+----I----+-----l----I 364%-83.0 4
- m l
!! 1 WATER lEVEL ON 12-18-70 GRAY VERY S Il TV SAND WITH OCCAS 10NAl SM GRAVEL
- 3. ~W ~- MOTTLED BROWN AND GRAY $ I lTY CLAY 17.1%-1 1.5 c::::=::t=====I:=====I 9. ~~ CL WITH TRACE OF SAND BOR ING COMPLETED AT 10,5 FEET ON 11/18170 NO CAS I NG USED 15~-......I~-......I _ _......I_ _.....I_ _ ......I_-"'"
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS -REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 168)
REV. 0 - APRIL 1984
- BORING SURFACE ELEVATION 27-C-02 689 +/-
SHEARING STRENGTH IN LSs./San: 6000 5000 4000 3000 2000 1000 SYMBOLS DESCRIPTIONS o BLACK ORGAN IC SILTY CLAY WITH ROOTS Ol (TOPSOIL-3D INCHES.)
!:300"lO-S5.0C===1 41 Cl I NTERBEDDED BLACK I SH-GRAY ORGAN I C SILTY CLAY AND BROWN CLAVEY S I LT 51----+---+---+---+----+,---1 Ol AND SILTY CLAY OCCASIONAL STRINGER OF SILTY SAND MOTTLED GRAY AND BROWN SILTY CLAY WITH 159%-115.7C=============,========1 10'1-----+----+---1----+----+-----1 91 TRACE OF SAND GRADES TO GRAY WITH MORE SAND AND DCCAS lONAl GRAVEL
! LL-325.PL 162.PI.-16.3 17.3%-1l3.3CC:::::::============:::::' :1 141 GRADES MORE SAND 151----+----t-----f----t-----11-----t Cl 81 201t---1-1-~=ii3.6C~~===I I 213.1%-113.6 25....---107%-1241 1C===========L::I.L::.-::28:-:-::5.=P.::L:::'::5.::,,::.P::L..;. . =-.;. -: :'3: .4=1 BROWNISH-GRAY SILTY CLAY WITH SOME SAND AND TRACE OF GRAVEL C'CCA:~ luNAL POCKET 0R STR INGER OF 17.9J-1l3.7 SILTY SAND I I I 1 6100-0<=====:::;:============:;:============1 30"---....- -....--"""---.......- - - - - - -
GRADeS i"()R£ BROWN SOR ING COMPLETED AT 3D FfET ON 11/17170 NO CASI NG USEO PIEZOMETER INSTALLED, GALVANIZED PIPE ONE AND ONE-QUARTER INCHES IN DIAMETER PLACED IN HOLE. PIPE SLOTTED FROM A DEPTH OF 5 FEEt TO 21 FEET. GRANULAR BACKFILL PLACED IN MOLE AND SEALED AT GROUND SURFACE WITH BENTON ITE ANDIOR CONCRETE. WATER LEyEL READINGS DEPTH I N FEET BELOW GROUND SURFACE Q.ill DRY 11-17-70 DRY 11-20-70 15.7 11-25-70 4.9 11-30-70
- 4. 5 12-1 5-70 4.7 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 169)
REV. 0 - APRIL 1984
- ~
~
BORING 27- 0-01 SURFACE ELEVATION 692t a~ SHEARING STRENGTH IN LSs./San: 3t ~ 6000 $000 4000 3000 2000 /000 0 ~ l SYMBOLS DESCRIPTIONS 0,...--..---..--.......- -.......----.--- 9. : :/: OL BLACK ORGAN IC SILTY CLAY WITH ROOTS (TOPSOIL-24 INCHES)
\ I III '- ~ INTERBEDDED BLACK ORGAN IC SI LTV CLAY 244*/....99.~c=:::=~ 8'" ~~~ ~ ~~~DBROWN SILTY ClAY '<lITH mACE OF 5
173*/.-114.9 LL*,.6.PL*~5** '.*'O., "'1 0/: MOTTLED GRAY AND REDO I SH-BPOWN SILTY "A' w"" "'" OF " " I-...
/.; -t,~ 16.1 CL GRADES TO BROI'iN I SH -GRAY viITH MOTTLED Ll GHT GRAY AND BROWN SILT WITH SOME CLAY ~
li:
~
/5 16.3*/.-116.4 25;!rt....ga.7 I
I I I I
,7*1 ~
GRADES TO GRAY SILTY CLAY GRAY VERY CLAYEY SILT CCCAS 10NAl GRAVEL WITH ':.AND AND
~ 20 18.'
ML
~
l:::)
'\ I r CL 20.1"1..-109,7 291 25 I I
[ GR AY SILTY CLAY 27.5"1.,..96.2 L.L-258 PL. 165 P1-93 lSI ~/, CL GRAY SANDY SILT wITH SOME CLAY 30 ML OCCAS 10NAl LAYER OF SAND AND GRAVEL 10 II SM 45 llI;.io;.lolollI-..,.(;ry-L-lGRA~R~~~~Y CLAY \.ITH SOME SAND AND 80R ING COMPLETED AT 34 35 rEET ON " /18/70 NO CAS ING USED PI!::l.OHETER INSTALLED, BOTTOM OF' POROUS STONE, TloKl FEET I N LENGTH, PLACED AT A DEPTH OF 33 FEET. GRANULAR BACKF ILL PLACED TO A DEPTH OF 20 FEET. SEAL CONSISTING OF BENTONITE AND/OR CONCRETE PLACED FROM 20 FEET TO' 17 FEET. HOLE BACK-I" ILLED AND SEALED AT GROUND SURF'ACE. WATER lEVEL READINGS DEPTH I N FEET BELOW GROUND SURf'"ACE 20.0 11-18-70 14.2 It-25-70 13.5 11-30-70 13.5 12-18-70 13.7 IZ-24-70 13 .2 12-29-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 170)
REV. 0 - APRIL 1984
- BORING SURFACE ELEVATION 28-C- 01 704 :t SHEARING STRENGTH IN LS$./san:
6000 5000 4000 3000 2000 /000 SYMBOLS DESCRIPTIONS o 30.1%-87.9 91
- J OL I Wi CL OL 5 254%-99.2C=========1 91
/0 200%-112.6. I 1'34"p,L,.p""5 141 r~
'/;;0 CL srnWNI5I'-GOAY VEPV ':IITY CLAY ,;ITH S'-'Mf.
",AND AND ~CCASIONAl IjrA',r:
')CCASI0NAL O;)CKET no -TPING£R 161
/5 OF SAND 'lIT!' GRAVEl
t4%-1I7.0C==================1 12. GRAOEs Me" E cLAY MID TO Gil. AY I
201--I-SO-.I.-'j+-II-9-2--+-j---+---+-I---+- I---i 18
- ML CL 25r'I4'f44'.%:t._~12i205JJ'E=~===~===L~.='4::4=9=.P=L=
..=6=,6=.P='=-1=8~3 221 I I I 16
- 35'---...... --....I.-_-...l...-_.. . . _ ............_--' 381 BOR ING COMPlEHD AT 35.5 FfLT ON 11/16170 NO CAS ING USED PIEZOMETER INSTALLED, GALVAN I ZED PIPE ONE AND ONE -QUAR TEll. INCHES 1N 0 I AMETER PLACED 1N HOLE. PIPE SLOTTED FROM A DEPTH OF 5 FEET TO 21 FEET. GRANULAR BACKF I LL PLACED I N HOLE AND SEALED AT GROUND SURFACE WITH BENTON 11£ AND/OR CONCRETE.
WATER LEVEL READ I NGS OEPTH I N FEET BELOW GROUND SURFACE Qlli. 3.5 11-16-70 3.2 11-17-70 3.3 11-18-70 3.7 11-19-70 3.8 11-20-70 3.8 11-25-70
- 3. B 11-30-70 3.6 12-15-70 4.8 12-18-70 4.0 12-24-70 4.8 12-28-70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANr~LYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 171)
REV. 0 - APRIL 1984
~ BORING 29-C-OI
~ SURFACE ELEW4TION 559.5 a~
-.J
~\
~ ~ SYlI80LS DESCRIPTIONS 0 LIGIIT SRCWN INT' R,B,ODi:O SANey SILT P
- AND <; IL TY SAND WITH FINf TO MEDIUM GRAV L (ROOT,; TO 6")
41
- SM 5 :iliT Ml Or.CAS lONAl S'AM<; OF FINE SAND
- 60. (JUAS Ie NAL SILT rOCKETS 49.
/0 GPAY °,1/ TY SAND WITH FINE TO MEDIUM GRAV L 43
- SM
/5 2 INCH LAYFR FINE TO MFD IUM GPAY SAND TAN FIN( TO MEDIUM SAND 109
- 20 h.
Sf>>
~
l( GRADES TO FINER SAND 2f:fJI2". q IGHTlY CEMFNHD
~ 25 t,: LIGHT GRAYISH-BROI*iN HIGHLY MICACEOUS
~
~
SANDSTON!:, WITH THIN ':ONES OF BIOTITE.
~
I;) Q: F INt MEDIUM GP-'.INED. FIRMLY CEMENHO.
~ 30 128/3"0 ~
25 ~ 'C IN(RFASE IN I'll r:A CONTENT 35 ,c: +/- (ESPECIAlLY MU3CO'IITf:)
- r_
~
LESS CEMfNHD
- }
40 :c.,:
,,- ' I PMI Y CEMfNTtD i'_
13 m t~-A PROMINENT THIN lAY(R 0, IRON OXIDI 45 ::::L:: A:COMPANlro BY I NCR EAS [ 'N I'll CA (ONHNT
~-=
50
~
BORING r.OMPLETED AT 50.0 FEn CASING USED TO A DFPTH OF 24.0 FrH WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 (SHEET 172) APRIL 1984
- SYMBOLS BORING 32-A-OI SURFACE ELEVATION O---rll~w~-~BR~OW!"""N"!"'!cl~AY~E'i!"""'
DESCRIPTIONS 555.4 T-H
,-:!'u'""'!\*J"!"'!!!,
r'!"!", "~f)-ME-F"'IN-r P' I ML "AND AND ROOTS TI} 12 INC": S p
- j;j;~~ BROWN CLAYEY SAND 5--~ P-II-I:"~a.~\.":;~SCH ~:g:~~ ~~;~~Y S~~~DW~~~H G~~~~L S IL T P * ~ ~ BRO'~~L ~ INE TO COARSE SAND WITH SOME p
- SW BRO\<J~M~'~~I~O cnA~sr SAND \~IT!'
/0 -.*0.* GRADING WITH GRAVEL AND LESS
- 30. .. SILT
",T
.-*0 . TA\~~~rl,TO COARSE SAND Wlrf-J S(ME
..... GRADING"ITH I'()RE GRAVEL 107 _
/5 I qo .0"
- flO.,
- =t*;
20 59. ::0:
- 0 0'0 o **
GRADING LESS GRAVEL
...... 62. ~ 25 :.....~ sw t.&:: ~
- .('..
" '. GRAD ING M:lRE GRAVEL
~ 30 85 I . ...
~
'0'
~ r;: OCCAS 10NAl lAYERS OF FINE TO COARSE
} 0 SAND "'1 TH NO GRAV EL 35 SOl
~.\':
- J"~
141 *
*: ..' 0
~
40 ~ c :
~
~t BReWN FIN, T,; MEDIUM GfAIN'D MI'~Ar,IOUS
'ANDSTOW WIT" lOON OXID': t,' 'EARING
~3~g AS *:it~(NrlNG MAT' o,IAL 45
~-
L 15 25\ G~A:::lS TO G:<AY WIT" LITTI '. OJ:' N:, 50-'I-+--+-Ir'::l~~~-='::: IP'N 'Xlor "J:'FS NT A'": (tMENT ING /A,AT q I;L INCRcAsr IN C I L1CA CONT' NT L..... _ ... Iooioi......._"'" 55--- BORING COMPLETED AT 54,0 FEET ON 10/29170 CASING USED TO A DEPTH OF 42,0 FEET, WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 (SHEET 173) APRIL 1984
BORING 32- 8-0 I SURFACE ELEVATION 650.8 SYMBOLS DESCRIPTIONS _ _L...J:o-....J P,RJ1WN CLAYEY ') I U ...l lTi' RO"TS AND ~JME 'AND (T' pc,r I l ) LI GHT BROWN CLAYEY SILT WITH SOME SAND MJTTLED BROWN AND GRAY SILTY CLAY WITH SOME SAND AND GRAVEL OCCASIONAL POCKETS OF GRAY SILT GRADING GRAYISH-BROWN GRADING "'/IT'l HI'PE SAND AND GPAVel GRADING WITH GRAY STREAKS GRAD INC 1"OTTlED BROWN AND GRAY aCCAS IONAL ~MALL POCKETS AND TH IN SEAMS 0 F FIN E S, LTV SAN 0 GRAY SILTY CLAY WITH SOME SAND AND GRAVEL CtAS I 'NAI Til IN LAYEI<$ nF CLAYEY
' " T v,'ITI' SAND AND GRAVEl (PAY lAYEY I" \-iI SAND AND GRAVLL
!.:ASINA "IN'[AH5'f",IUY AND WIT" HE GRAVEL LAnp I'E Cil TY '-I AY WI1I! SAND AND c,r~'f r,p AV F1 BOR ING COMPLETED AT 60.0 FEET ON 10/26170 NO CASING USED WAHP IEVEI_ NOT PEcr1PDED LA SALLE COUNTY STATION
- UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 174)
REV. a APRIL 1984
BORING 32-8-02 SURFACE ELEVATION 620.3 SYM80LS OESCRIPTIONS 75 ML PI t++ol++MI----1 /"I)TTLED SROWN AND GRAY CLAYO :; ILT WI TH SOME SAND AND GR.~v£L 18519'1 SM 5 OCCASIONAL SEAMS OF GRAY SILT 80 ML GRADING WITH SOME CLAY AND LENSES PI OF SILT 82 *
/0 85 LAYER OF SILTY CLAY WITH SILT LENSES ML GRADING TO GRAY ISH*BROWN GRAY FINE SILTY SAND WITH TRACES OF ORGAN Ie MATTER ",NO LAYERS OF VERY FINE SAND PI 109!
/5 90 GRADING TO GRAY WITH OCCASIONAL FINE SAND SEAMS SM DCCAS 10NA.L SMALL SEAM OF SILTY CLAY PI II 20 95 LAYER '1F SILTY CLAY PI II 25 GRAY S IL TY CLAY WITH SOME SAND AND GRAVEL /00 BORING COMPLETED AT 100.0 FEET ON 10/27170 CAS I NG USED TO A DEPTH OF 20.0 FEET .
LA', r ~ IF'* T'. NeT 3O~1 "'CJ C
~ PI l( 3!J
~
...... GRAOING WlfH QCCASIONAL LAYERS OF CLAYEY SiLT WITH SAND AND GR~VEL GRAY SILTY CLAY WITH SILT LENSES GRAY CLAYEY SILT WITH SAND AND GRAVEL ML 12 INCH LAYER nF PRaWN SILTY SAND WITH GRAVEL PRDWN FINE TO MEDIUM SAND WITH ()CCASIONAL LAYERS OF FINE TO CDARSE SAND 1901 55 106 I 60 SP 65 151' GRAGING FINER 70 1191 GRADING TO GRAY SM 'AY
',J I T" II TV C, AY'~
AND 'I'i I fI: F," A\ I LIN T' ~,B f 0 0 f D r" I LTY '.jf Q Y fiN F
- AND 75 ~I ML C LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 (SHEET 175) APRIL 1984
~ BORING 32 03
~
<:)lJ) SURFACE ELEVATION 555 4
(,,)l<J
~ it~
<:)
~ ~ SYMBOLS DESCRIPTIONS 0 p
- fRQ\-,N '" AYi Y SII T 'ilTl' SOI1E FINt-,AND p
- ML AlHj WItH CO()TS TO 24" (TorsnlL)
GRADING TO FINE SAND p
- BRO"IN S Il TY SAND 5 r' ~
SM GRADES MEI)IUM TO COARSE SAND 35' GRAY CLAYEY SILT WITH LAYERS OF vERY FINE SANfi 120. I1111 : 2 INCH FINE SAND UYER WITH SOME GRAVEL
/0 III 1111 1 1'1 ,Ii
- 99. II Iii ,!,1 '1 ML
/5 iill 1
11 116 I
! 1 GRADES '-'I TH i"/)RE FINE SAND ANI) GRAVEL 20---- !
Ii Illi 110/4'" sw 25-~ LlGt'"!T BROWN FINE TO MEOIUM SAND 30 SP
- h. 150/11'" s IL T
~
GRAY WI TH FINE SAND 35 ML
~
11111 linin ML GRAY Cl'YEY SILT 38.
~ 40 ~ liT' 111 ML GRAY SILT WITH FINE SANC' ~ ;Iii Ii!
1 .1'1 BROWN FINE TO CO~RSE SAND WITH 45 .- ...
<0$\0" SOME GRAVEL
- . . . . 0.
41 163.
~. :.::
50----t"?~: sw o
- GRADES "'ITH MORE GRAVEL 69' ::.
55----- .'.:.:
..*.0 Ollo *
- D GRADES ITH LESS GRAVEL BROWN FINE TO MEDIUM SAND WITH TRACE OF GRAVEL 70----- ,.', SP 0°0*
(to 0 ..... 75--'~' .-...'...."..' _- BORING COMPLETED AT 5,0 FEET ON 11/2;-'0 NO CAS I NG USED
'TAl~ ~J ::. '; I N('oT :-Jr'f1~
LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 - (SHEET 176) APRIL 1984
~
i::: .....
~~~
... TTERSERG SHEAR STRENGTH DATA
~~~
~~ " I,.,.IMIT ~
_".'".,.' ~ BORING 33- C-OI
~~ = T T**** '.l c......'***.* o\ cU;~:~:':a::h .... O",col t ...... ,
~ ' ...... jIO't_ ....
I. * ....."
~l is ';it i
~ .S,
~ ~ ~.. ~ SURFACE ELEVATION 692 !
... 7:, !-n .~ a~
-~
\ \
700 () t!
~~ SY~80LS OESCRIPTIONS
............ -ML- BROWN CLAYEY SILT WITH FINE ROOTS 690
- TO PSO I L 4500 t 62. :' MOTTLED BROWN AND GRAY SILTY CLAY WITH 4500 t 45. '< SOME SAND AND GRAVEL 2;; GRADES TO MOSTLY BROWN AND 680 41.
~// CL WITH MORE SAND GRADES WITH LESS SAND 4400 51 *
~;;;
~}/;
w, TH 4400 35. :;;.: GRAY SILTY CLAY SOME SAND AND
~J/::;
GRAVEL 670
~!f 3600 25 *
~i 4200 24.
660 ~'. ;~; 4500
~~/;
44
- GRADES WITH MORE GRAVEL
(~/~ CL 650 ""-fV'\ 160
- 16. ;;;;~ GRADES WITH LESS GRAVEL 21
- W';,;;
640 2500 4250 3500 19. 22. 17
- II -CL- GRAY SILTY CLAY 630 BOR ING COMPLETED AT 60.0 FEET ON 4-24-72 CAS ING USED TO A DEPTH OF 13 FT, WATER LEvEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 177)
REV. 0 - APRIL 1984
~ ~ BORING 33 - C-02 i::: ~ ~ ~~~
A TTER8ERG
~§~
SHEAR STRENGTH DATA a l2 SVRFACE ELEVATION 689.3 L1Ml T S
"'"' ;~ :; y" ** , ** Cllo ....' ........ <!':.:;~:':.::. O".ct 8"** r ~ ~
Cj l&.:
........ '*...... l ....
~ . . .~
"z o~ <:) ~
~8
,~- ...... l't 0
~~!fo; --::.~ ,::;:::.
-:t l .... >1 r
l..*""t ,"....
't.
" ~I ~~t .f, ~ ~ SYJlBOLS DESCRIPTIONS 690 "
4500+ 4500+ II. t 241
-ML~
DARK BROWN CLAYEY SILT WITH SOME FINE SAND A.NO ROOTS* TOPSO IL YELLOw AND BROWN SI~TY CLAY WITH SOME FINE SAND 680 35. MOTTLED BROWN AND GRAy S I L T.Y CLAY rf/> C~> Cl WITH SOME GRAVEL AND FfNE ROOTS GRADES TO MOSTLY BROWN 4500+ 24. GRAVEL GRADES OUT 670 32
- f~~/
~ .. OCCASIONAL LENSES OF FINE SANO J INCH SEAM OF FINE TO COARSE SAND 4500 + 38. BROWN ISH-GRAY S IL TV CLAY loll TH SAND Cl AND SOME GRAVEL GRADE S TO GRAY 660 4')00+ 25.
....*. GRAY SILTY CLAY GRADES 101 I TH SOME SAND AND 31 * ~" GRAVEL LAYER OF BROWN AND GRAY SILTY CLAY WITH SAND 650 4000 18. Cl AND GRAVEL GRADES WI TH i"()R E SAND AND GRAVEL 4000 20. 4 INCH LAYER OF BROWN F 'NE TO MED I UM SAND 640 34
- Ml GRAY VER Y FINE SANOY SILT GRAY S ILTV CLAY WITH SOME SAND AND 4500 23. f> GRAVEL 630 q:>vu 22
- k>
t/." 4500 t'/ 24 II r-.*.*.
>/
620' 4500 29. r/ *.. . GRADES WITH MORE SILT 4000 21 * ',' 6/0' 4500 281 Cl GR.OES WI TH i"()RE SANO 4500 23. 600 4500+ 20. f'. GRADES WI TH LESS SAND 4500+ 49. f'. GRADES WI TH MORE SAND AND GRAVE L 590 4500+ 45 I GRADES WITH SMALL LAYERS OF SILTY FINE TO COARSE SAND WITH GRAVEL 4500+ 53. GRAY SILTY CLAY WITH LENSES OF SILT AND OCCAS IONAL LAYERS OF F lilE CL SAND 580 4500+ 35
- GRAY S IlT wITH LENSES OF CLAY 251'1 570 68 ~ ML GRADES TO STRATIFiED LENSES OF SILT. VERY FfNE SANOy SILT WITH OCCASIONAL CLAY SEAMS 67
- GRADES WITH LENSES OF SILTY VERY FINE SAND 560 48.
SM ri1;~ ML GRAY S I L TY FINE TO COARSE SAND SANOY SILT WITH GRAVEl AND AND TRACE OF 170/S"
- CLAY LAYER OF GRAY S IL TY CLAY WI TH SOME SAND AND GRAVEL (l08)lOI 550 BROWN FINE TO MEDIUM SAND WITH SOME COARSE SAND AND GRAVEL SP 1651 a 540 (IOal (jI COARSE SAND GRADES OUT r1'h.1.il SM GRA.Y SILTY FINE TO COARSE SAND WI TH
~7'!VII~1jJ SOME GRAVEL
~.',
530 boat6l. SP BROWN iSH-GRAY FINE TO COARSE SAND 101 I TH GRAVEL LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FI GURE 2.5-19 LOGS OF BORINGS (SHEET 178 )
REV. 0 - APRIL 1984
~ -
~ ~
i:::
~~~ '" ... TTERBERG SHEAR STRENGTH DATA ~~
l'
~~
1.,IMITS
~ . . =" ~p .. "**,** c.................
i C'."'::~;;:'~:" Il..... H ..... I ** O'~.t:l ""** '
~
~"I'~
~e
'~ <'11.;.4 PlMI_
530 l.., .....<t
... ~~~ ~I :t g~1 l--'.~"""'"
~":.:;.
.~ til ~ SYMBOLS DESCRIPTIONS 56110'~ti GRADES WITH LESS COARSE SAND AND GRAVEL 520 f4~'1\1 COARSE SAND GRADES OUT 5/0 32/1"111 (92)ti 500 GRADES WITH SOME COARSE SAND TRACE OF ORGANIC MATTER SP 176/9'j II LENSE OF SILTY GRAVEL 490 (30)l,J COARSE SAND GRADES OUT 480 (64)\1 (461lJ 470 (I04)Q GRADES TO F fNE TO COARSE SAND Wf TH SOME GRAVEL 460 ~
~ GRAY SILTSTONE, HIGHLY WEATHERED I ~ GRAY S I L TS TONE, MICACEOUS 1001 ~
t:-:=-..:
~
450 ~ BOR ING COMPLETED AT 242,0 FEET ON 4-29-72 CAS I NG USED TO A DEPTH OF 7,5 FT GROUND WATER LEVEL RECORDED AT 440 A DEPTH OF 24, I FEET ON 4-26-72 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- I
~~
I FIGURE 2.5-19 LOGS OF BORINGS (SHEET 179 ) REV. 0 - APRIL 1984
- 0
~
~
a~
~~
~~ SYMBOLS
- 1: ; OL BORING 34-8-01 SURFACE ELEVATION 5022 DESCRIPTIONS BROWN CLAHY SILT WlTH ROOTS TO 3 FEET AND SOME SAND (TO PSO I L J I I I PI "C~N L;;Y tY Sl~ T ,IITI,
' AN' I rL\ G' AV EL 5
IONAl lAY fl . I' TY (' AY ML PI
/0 PI Sr.'i\*'N r Tn IUH 'AIlC "IT' ",'mE "- /5 ItT r ~D I N(;) ~
li: SP 19 I
~ GRAYISH-BROWN SILTY FINE SM,D (wATERBEAR 1NG)
" 20 14 I
~
~ 15 I
.. ~. fu,nWN SAND AND GF A':f ' (WAHD P'f AP I NG)
~
c " 25 ~ <>' 0 .'1,. 0
- 16. '.
.0 30 " SW
** 0 GRADES TO GRAVELLY SAND
- 0 d o' *
- 35-I a **
,RAY ", I LTY rl'Ai I 77I6"l!
40 "1'4 1 Tf 0 ~T 39 1 t /70 WATER LEVEL Iii) 13.7' ON 11/10/70 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 180) REV. 0 - APRIL 1984
BORING 34 01 SURFACE ELEVATION 660:: (est)
- 5--'--""'-1\1 SYMBOLS 0--....-.--,---...,.----------
OESCRJPTtON$ DARK BPOWN CLAYEY "ILl BROWN CLAYEY SILT WITH ROOTS AND SOME ORGANIC MATERI"L 1"1' Ror1T' LIGHT 8RO'4N AND GRAY CLAyEY S IL T
';II TH FINE TO COARSE SAND AND FINE GRAVEL 80----1"/ GRAY SILTY CLAY WITH THIN BROWN rlNE SAND LENSES 43.
10-MtnlUM "AND ML GP Wf', 37 *
/5 I fGI' r f' TO CD;'\R'-:- ("-,ANU "'l~
or T AND BRO',;N ':Lf,Y~Y 311 T 28 , ,INE TO (QA~<:" ~ANr: 20 GRAOING wiTH f()~E GRAY CLAY GRAY S I LTV CLAY .'1 HI SOME I" I NE TO COARSE SAND 43
- 25 -",'Y M,1)IUI" TO (0 ,\"'S , ~AND "'IT"'OMf liN 1~"AVf' ANf"lTRI\'E':F'II.T 43
- GRAY ~Nf"I BROI"N CLoYEY ~ IL T WITH FINE TO CO~RSE SAND..JITH TR\CE DE GRt,VEL 25
- GRII~OSi~~~s~L~~N~'TH TRACE OF MEDIUM 105--"-"'-"'-....... ',;~,':'\<;:01 rlN' 1: U.. !,I"SE ~ANr: wfT" G:o~,vf' 30 AND S'I'[ S II T
" 0
//0-" ~7_~,li~ ~
25
- CI::IIOI-<: Mope FIN: TO Mf:,IUM 35 a * ,
a sw rAND GRAY CLAYEY SILT '*IT"l FINE TO COARSE SAND GR i\L I N(; L I Gf-'T BROWN 195/9'" 40 1/5--
" . i"N liN '0 ';o"r ':AND t,Ne. r,r-A'.':'-
GRAY SILTY CLAY ,11TH SOME FINE TO If-: S'\I"I IN (;R',f ILlY (I AY L*N':', COARSE SAND 26 , 45 120---r-i PASIS OF CORE RUN WAS THE DRILLING ACTION INDICHED A ROCK MATERtJlL. SO GRADING \"IT~j Manl ';OAR":F <.ANI' /25-~' ANiJ Or:r:ASIONAI GFAV r L 0% p
- 55 /30---+-..
60--P 0 :)rrA~ lONt,L EAM: ,r GRAY fiN, TU l~tOIU~1 ',ANn I LTY /35---
* ,0.'
-:: .~
':" ,oJ\'J:
65 P
- 7t~.~U~L:~N~li;~; ~[;l~nf 3OOI6"l! ""0
°/40---..::...1........._ - -
,ANiJ BOR ING COMPLETED AT 140.0 FEET ON 11/5/'0 CASING USED TO ' DEPTH OF 10.0 p , GRAY S Il TV CLAY "'ITH ,OMf FINE TO COARSE FEET ,
- ':AN') "JI,'~~ l[Vn NOT ~s'*'rr'o 70 GRADING LESS FINE TO COARSE SAN*.. AND MORE CLAY P
- 75 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 181)
,REV. a - APRIL 1984
BORING 34 02 SURFACE ELEVATION 5274
- SYMBOLS DESCRIPTIONS INC
" MOO [
C AND
- Ii-' 'TON GM~ N,;
fI'_ IVt I 'T ' 90 95100%
, ' Ai, IN A' " [ 'I
- ANC S I Nf r;f AU WI:'[GfA\j1 I\~ IN', 'TO lUI' AC ( ',n
~~rrLED VARVES AND vllTH SMALL PYRITE 20----f:*~'* 951--1--+--1.-*
24' :', f /'1 A
".Q.tl
\~ Iii IN (~A IN I'
~ If .. '
8RO't~ MEc.lUM TO COARSE SAND 25----1 /CXJ 75 75%
- X"ol '*'f v IINI ,~rAINr[; 1', IN 2.7
- I T'N'!, N: AND :, ,[Or' GRADES F I NEll 30_ _2_ -'-1 1
N' LIGHT GRAY HIGHLY WEATHERED SILTSTONE 3 SP (VERY SOFT) 3 5 - --'-'-1 Ml BO'IN'"; 'M"L"'I[I AT 111,5 Ft'; ON 11*10*70 WATER LEVEL f§.l 14.5' ON 11/11/70 28
- 40----.1 //5---
76 .........--~ 8RO'.JN MEr IUM TO COARSE SAND 45------1 sp 5W 74
- 50----1 55_ _6 _4 -'-1 sF>
60 __ .!.7~9~.~I....-..=,iFML"j--o:M:::ll~ DARK GRAY AND BLACK CL~YEY SILT [ARK GRAY FINE TO MEDIUM SAND WITH sp S IL T GW 65---*....
....... --~
, I::"T :',OAY
~'I'.IIN
;*lIrA~','U*
;CAIN II ~y.
WI " A'
~r ;\c I NA A~' , ANC; ANC',,"lN
- LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 (SHEET 182) APRIL 1984
~
~ I...
~~~
.. ~~ :
A TTERSERC; SHEAR STRENGTH DATA f-E~ ~ LIMITS 4.1 I( '1" ....... 1 C ....__ # . . . . . . . f.*..:m= y...... O".cl ........
~
~ ~.~o:: 00
... T r..... ~ BORING 0-1 c~ ...
.. .. ~.:fa;
~
Jo
~,
~
_~t
~
69 a13 SURFACE ELEWATION &80.1
~~
c:'):ll
~~ SYMBOLS DESCRIPTIONS 680 10.
'I'll OL DARK BROWN ORGAN IC CLAYEY S IL T WITR SOME 3750 SAND AND ROOTS-TOPSOIL 26" 1250 7. W
/j< CL BROWN SILTY CLAY WITH SOME SAND AND TRACE OF FINE GRAVEL 6.8 II~
;~
(51001 4500 16. GRADES TO I"OTTLED BROWN AND GRAY GRADES TO BROWNISH-GRAY WITH /'()RE 670 (5000+1
- 24. GRAVEL
'/>~ GRAY S IL TY CLAY WITH SOME SAND AND GRAVE'
- 5. 120 (5000+1 26 I t%
1ti CL oeCAS 10NAl SILT LENSES 660 (5000+1 15 I
~;;
GRAY SILTY CLAY CL
~ 2.8 12 2750 14' ::;.-: GRAY SILTY CLAY WITH SAND AND GRAVEL 0~%
1450 oceAS 10NAL POCKETS OF SAND AND GRAVEL
~ii:~.
650 9. GRADES WI TH /o()RE S IL T AND OCCAS IONAl
~3..9 llq 2500 SIL T LENSES 2500 lSI GRADES WITH LESS SILT 640
~
17
- 1S,c,11 {2200) 2750 CL
~*.
2750 16. 16.8 116 630 3500 14.
~~
9)~
- 16. ~ 1I~ 2500 15. ~$~
/;/'
OCCASIONAL SILT AND SAND LENSES 620 i~
~~
18. 3500
;;j'/:
- 17. BROWN FINE TO COARSE SAND WITH GRAVEL U!.-
I GRAY S IL TV CLAY WITH SOME SAND ANO GRAVE 6/0 ~o.l 10 (3000) 4250 17
- 3750 19. DCCAS 10NAl POCKETS 0 F SAND AND CL GRAVEL 600 16.2 IH 3750 3750 24.
25.
~~~
,///
//
590 ~4500 41' GRAY CLAYEY SI L T wITH SOME SAND AND a.7 13 L 9400 (5000+} 74. lin ML GRAVEL BOR ING COMPLETED AT 96.5 FEET ON 7-6-]1 CASING USED TO A DEPTH OF 10.0 580 FEET GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. a - (SHEET 183 ) APRIL 1984
~
i:: I...
- lot
~~~
ATTERBERG SHEAR STRENGTH l'~ DATA
~~-
- ~*
LI~ITS
~ ~ ,fl**'
T_ _
~i ~ c .... ~' .....'" c!':'::;::'::::' o... ~t
~~ ~ BORING 0-2 T ....... !
_ ..u ** ....._ lj L~'"
~8 If:'.:,a; ~?-
~
L"*""i
~, -:t.- .~J ::, ~
690 "" a~ SURFACE ELEVATION 681.4
~~
~ ~
681; 900
- 7. ~
SYMBOLS O~ n-DESCRIPTIONS DAR~A~~o~~oo~g~ne.fk~~5iLSi~~ WITH SOME 1000 1668 la8S 2.
.:j[ITi ML-BROWN SI LTV CLAY WITH SOME SAND AND GRAVEL
- 3. BROWN CLAYEY SILT WITH SOME SAND i'
~o lIE. 14,0 1~9 lIS ?? en 26. ~;"~ ;- GRAY SILTY CLAY WITH SOME SAND ,,:.0 GRAVEl 670 4000 28. /;)? CL
[: 660 129. 5
- 16. 13.4 B-3 10' 4nnn 23.
f:~ CL GRAY S IL TY CLAY 2i.I.J 11' (4900) 4000 21 SO 22_ '/ GRAY SILTY CLAY WITH SOME SAND AND GRAVEl
~/<;
- 20. 11.f 9.3 I3.S 121 (22001 IgO 12. ~jlg~ CL GRADES WITH MORE SILT,SAND AND 650 /<>, GRAVEL
- 13. ~:~ Ht SM GRAY SILTY SAND WITH SOME CLAY ANO TRACE OF FINE GRAVEL
>:I""'.
GRAY SIL TV CLAY WITH SOME SAND AND GRAVEl I£.1 117 2000 16. '/ ...... 640
- 23. 14.1 9.0 2250 16. ; /
~,
(~/; IIC 11. (?Rnnl 2500 17. ;;;.;; 630 :/, 2750 20. ./ oeCAS 10NAL SILT LENSES 5..8 116 2700 16. 620 CL 2500 19. ,j: GRADES WITH LESS SAND AND GRAVEL
- 21. ~;
Ix .' 0.9 10c 3100 610 ;./ V; OCCASIONAL LAYERS OF FINE TO COARSE SAND AND GRAVEL 3650 39. 4000 40. / 600 , 3200 29. / 590 3200 36. :".,< GRAY CLAYEY SILT WITH SAND AND SOME IS* 10.1, 5. 1 ~2 131, 9200 50/4". IfIi ~: GRAVEL 1,1 ML 580 120/9". [ CL as/s u
", GRAY SILTY CLAY WITH SILT LENSES 21105 ~. ~
SW BROWN FINE TO COARSE SAND AND GRAVEL
... '"tL GRAYWITH SOME SI LT SILTY CLAY 100/5". ~ GRAYISH-BROWN FINE TO MEDIUM SAND WITH 570 jlilii ilL SOME GRAVEL AND SILT GRAY CLAYEY SILT WITH SOME SAND AND 107.
~S.8 11 GRAVEL
~~ GRAY SILT WITH SOME CLAY AND FINE SAND GRAYISH-BROWN SANOY CLAYEY SILT WITH
- 80. SOME GRAVEL 560 i
~8 13 129
- GRADES WITH OCCAS 10NAL SILT AND FINE TO MED IUM SAND LENSES IOI/~.
550 ML 140.
~6 131 114/9".
540 114. 0.6 13, 115. 530 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPURT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 184)
REV. 0 - APRIL 1::J~4
*~ ~ I-:
i::: ..... ~
~~~
ATTER8ERG SHEAR STRENGTH DATA a12
~ "-
LIMITS ~-
;,)~ >~ ...,., cU"'~:~;':.~:iO
-.J
~~
- Ii ... ,,",
Co ..... ~ **** ""
! 'to""..... 0"."" " .... ,
a~~
~ ~:c~= ~e E:~ :::~~~:i*'
530 " l,--'l
" " ~. -:t P~I ~~ S"O'80LS OESCRIPrlONS 108.
ML GRAYISH-BROWN CLAYEY SILT WITH SOME SAND
- 53. I; , ML AND GRAVEL 520 GRA~I~~G~~~A~7g~~~R~~A~I ~:~~~us S I L TSTONE IOV2~
GRADES MORE COMPETENT WITH DEPTH 5/0 500
-*1 --
CLAY SEAMS GRADE OUT AT 172.5 FEET BORING COMPLETED AT 178.0 FEET ON 7-2-71 CAS ING USED TO A DEPTH OF 10.0 FEET GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 185)
REV. 0 - APRIL 1984
~
i:: k.
~~~
A TTERBERG SHEAR STRENGTH DATA *'
):
.,n* i~ ;
f>
~ lo.. C ~""I.' ** '-ili" ~.".::::;';.~:,.
t! t * * * . ".
................. BORING 0-3
~
,,",...,\,< ~_ ....'"
, ~' a-_~~;q-L
~, + .:1 0-
~
690
~
8 :z SURFACE ELEVATION 681.7
~~
~ ~ SYMBOLS DESCRIPriONS 680 9 I ~ OL DARK BROWN CRGAN I C CLAYEY S ILf '" I TH SO~IE 3000 SAND AND ROO TS
- Torso I L 18"
- 16. BRO"N S I LTY CLAY wiT H SO ~'E SAN 0 AfJ D PACE 3000 OF GRAVEL 32, 16.2 6.5 aD 112 ( 5300) 4500 201 CL GRADES TO r-'CTTLED BROWN AND GRAY GRAOES TO GRAY ISH.BROWN 7.8 114 t~OOO.1 28 I 670 GRAY SILTY CLAY '<II TH SOl1E SAND AND 3500 15 I GRAVEL
- 3. c 122 (5000 ..1 16 I 660 16.
CL 4.1 12C ( 3400) 4750 32 so i 14. 650 3250 20 I GRAY SANDY S IL TY CLAY WITH SOME GRAVEL 1..0 12 2250 20. CL 640 OCCAS IONAL LENSES or SM;O AND GRAVEL 3250 21 I GRAY S IL TY CLAY vI! TH SOME SAr~O ANI) 18 I GRAVEL 630 s.' 117 3250 3000 15. 620 5000 18 I CL 4500 17 *
- 16. GRADES WITH LESS SILT,SAND AND z.c lOt 3000 GRAVEL 6/0 St AL TERNAT ING LAYERS OF GRAY SILTY CLAY 381 WITH ,AND AND GRA'JEl,SILT,ANO FINE
~w TO COARSE SArlO vllTH GRAVEL
( 5000~1 i GOI CL GRAY S II TV CLAY \IITH TRACE OF SAND AND GRAVEL AND OCCAS 10NAL SILT LENSES 600 CL GRAY SANDY SILTY CLAY WITH SOME. GRAVEL 4500 I 52 I ML 80RING COMPLETED AT 86.5 'EEr ON 7 - 7*71 CASING USED TO A DEPTH OF 10.0 FEET 590 GROUND 'dATER LEVEL NOT RECGkOED LA SALLE CO~NTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 186)
REV. a - APRIL 1984
~
~ j..",
~~~
. i~
AT TER8ERG SHEAR STRENGTH DATA
~~~
;t lJMIT S
.. , ...... ' C4 ..... ' ***** '" I 2';:':~:;~::. 0-,** ", s .... '
,-- -r-,.....
l'carv..... lq " ~
? ~ BORING 0-4
~ , ":::.', "~:::.'
, ~g ~
680
~ '1 T ~( 1';' ..' rr.
t:I>"c~-
- 1'.1
~ SURFACE ELEVATION 670.8 a~
~~
f;) ~
~ ~ SYMBOLS OESCRIPr!ONS 670 ;...:...0. M-Q.L DARK BPC'tm C!RGAt~ I( CLAYEY S I L T w/ TH 2500 9' ROOTS*TOPSOIL 14"
/9 * [- BROWN Silly CL'-Y WITH SOt~E SA~O At.a I ~E (5000+) CL GRAVEL GRADES TO MOTTLED SROWN AND GRAY 17.4 114 8200 (5000+) 29. c/>: GRADES TO BROWN ISH*GRAY 32.
660 CL GRAY S IL TY CLAY WITH SO/'-1E SAND AND r INE GRAVEL
/9. GRAY S IL TY CLAY 44.( 18.C 126. () ~7" 96 2000 3250 650 2a5 9S 1500
- 9. CL DCCAS 10NAl FINE SAND LENS ES GRAY S IL TY CLAY /1 TH SOI~E SAND AND 1900 13. GRAV EL 16.1 1/6 (2300)
OceAS !ONAL SILT LENSES 640 630 11',. 11 2000 1750
?()()(\
12
- 13.
. CL 2250 I 14. f 3000 17.
620 Dec AS 10NAl LENSES 01' SAND ANO FINE GRAVEL 1500 13. 16.' 11 .~. GRAY .s Il TY CLAY CL 3600 18. 610 GRAy S IL TV CLAV WITH SOt~E SAND ANO GRAVEL 41
- CL OCCASIONAL LAYERS OF SAND AND GRAVEL
- 16. 11< --- 44
- GRAY FINE TO COARSE SAND WITH GRAVEL 600
""""""" tu!- "PAY S IL TY CLAY WITH SO/'-1£ SAND AND 3100 22. CL GRAVEL BOR INC COMPLETED AT 77_0 FEET 590 I I ON 6-29-71 UIS ING USED TO A DEPTH OF 10.0 rEET GROUND ';lATER NOT ENCOUNTERED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 187)
REV. 0 - APRIL 1984
BORING 0-5 SlJRI'*ACE ELEVATION 667.3 IXSCRIPTIONS DARK BROWN TO BLACK ORGANIC SAN:JY SILT WITH CLAY AND ROOTS*TOPSO IL 24" BROWN sILTY CLAY WI TH TRACE OF FINE SAND BROWN SILTY MEDIUM TO COARSE ~AND WITH GRArm~.g~g~~Ls ILTY CLAY WITH SOME SAND AND GRAVEL GRAY SILTY CLAY WITH TRACE OF SAND GRAVEL AND OCCAS lONAL S I L T L ENSfS PI 120 I) INCH LAYER OF GRAVEL AND COBBLES OCCAS lONAL LENSES OF SAND AND GRAVEL 151 GRADES WITH MJRE SILT,SAND AND GRAVEL 91 161 151 GRADES WITH LESS SAND AND GRAVEL 211
- 20. GRADES WITH LESS SAND AND GRAVEL GRAY SILTY CLAY 341 DCCAS IONAL S IL T, SAND AND GRAVEL LENSES GRAY SILTY CLAY WITH SOME SAND AND GRAVEL 134 1 GRADES WITH LENSES OF SILTY FINE SAND 15511d'1 GRADES WI TH LESS SAND AND GRAVEL 271 GRADES WI TH MJRE SILT, SAND AND GRAVEL 591 8 INCH LAVER OF GRAY FINE TO COARSE SAND AND FINE GRAVEL GRADES WITH LAYERS OF SAND AND 128/8"' GRAVEL GRAY CLAYEY SILT wITH SAND AND SOME GRAVEL
- 76. GRAY SANDY S IL T \~ITH SOME CLAY,GRAVEL AND OCCAS 10NAL S IL T SEAMS 105lJ GRAYISH-BROWN SANDY CLAYEY SILT WITH SOl'E GRAVEL 15711 , OCCAS 10NAL LENSES OF S IL TY SAND 138/11"11 : ML GRADES WITH LENSES OF SAND GRAYISH-BROWN FINE TO MEDIUM SAND 'WITH SP S I L T AND SOME FINE GRAVEL GRAY FINE TO COARSE SAND WiTH GRAVEL SW AND SOME S 1 L T 120/5"11 GRE~~ ~ f~Tg~r W7+gH6tc~~tJ~~EEgL~~ C~g~~
530 I---I--+-~~~--+---+----+----+---+---I -- GRADES TO GRAY AND MJRE COMPETENT WITH DEPTH BaR ING COMPLETED AT 149.0 FEET ON 6-25-71 CAS 114(, USED TO A DEPTH OF 10.0 FEET 510'-............................- .....- - _...._ _...._ ............_ ............ PIEZOMETER INSTALLED ON 7-11+-71. BOR ING WAS RE*AUGERED TO ELEVATION 589.3. SEAL CONSISTING OF BOiTOfilTE AND CONCRETE PLACED 8ETWfEN ELEVAT ION 589.3 AND 599.6. LA SALLE COUNTY STATION BOTTOM OF POROUS STONE, TWO FEET IN LENGTH, UPDATED FINAL SAFETY ANALYSIS REPORT PLACED AT ELEVAT ION 599,6. GRANULAR 8AC'(- FILL PLACED 8ETWEEN ELEVATIONS 599.6 A~W 606.3. SEAL CONSISTING OF BENTorJITE AND CONCRETE PLACED FROM ELEVAT ION 606.3 TO GROUND SURFACE, FIGURE 2.5-19 WATER LEvEL READINGS DEPTH BELO\~ GROUND SURFACE I~J FEET LOGS OF BORINGS DRY 7-14* 71 DRY 7-30*71 (SHEET 188) REV. 0 - APRIL 1984
~
- i::: ~
*~ BORING D-6 ~~~
ATTER8ERG
~-
SHEAR STRENGTH
,,,..... c.-.*.....*
DATA
~
~~ ~ a~
LIMITS
~ l(
..... ! f:.::::::.:::. 0,,_.. " __ ' S(JRFACE ELEVATION 668.0 00 ~p T.~
i;j , ........ ' .. ~-- ._:;.-
.. '-'_I
~ ..
....... ~v T ~t +.., .~f ~::. ~~
() ~ 670
~~ SYMBOLS DESCRIPTIONS 14
- I IlL OL DARK BROWN ORGANIC CLAYEY SILT WITH
( 5000.) 50ME SAND AND ROOTS-TOPSO IL 24" 660 1908 108 3000 13.
~ @
CL BROWN S ILTr CLAY wITH SOME SAND AND GRAVEL
&q 11 Z ( 5000+) 17
- GRADES TO MOTTLED BROWN AND GRAY 22.
W GRADES TO BROWN ISH-GRAY WITH lESS SAND AND GRAVEL 4~ 521.0 ~3. 5 4. C10 1
~
3800 4250 GRAY S IL TY CLAY 15. 650 ' '" CL
- 9. ~.
GRADES WITH TRACE OF FINE SAND AND 175° ...... GRAVEL 27.5 97
- 36. .'~> BROWN FINE TO MEDIUM SAND WITH TRACE OF 640 / ~ COARSE SAND AND nNE GRAVEL GRAY SILTY CLAY WITH SOME SAND AND
, .)
-:'9 115 (2900) 2600 20. GRAVEL 12 INCH SANO LAYER
?
2100 16.
~0 OCCAS IDNAl S IL T LAYERS
~~?:/,..;
630 CL
- 16. E116 2000 15
- 2 ~OO 21.
620 .-;/ 16./ 113 2150 18. ~t;;.
~
GRAY 5 I L TY CLAY
/;
610
- 26. gIg6 2900 15.
~ ;~ :;;; CL laB 3000 5000 10012".
AL T~~~~; ~~g ~~n~\~~y G~~~HS ~~ES ~~~1 127 ML III': AND GRAVEL
- 13. 111 12516"1I ~M 600 137 *
'1',li CL ill,:
GRAY SILTY CLAY WITH SOME SAND AND
~ CL GRAVEL 6 INCH LAYER OF SILTY SAND 590 I C. ~ 18 ( 5000+) 52. :;;{;; OCCASIONAL SILT LENSES GRAY CLAYEY SILT WITH SAND AND SOME ii,i GRAVEL 136
- i 6 INCH LAYER OF FINE TO COARSE I' 'I, ML SAND 580
- 9. I 36 105.
!}'ii
)1:
CL 6 INCH LAYER OF GRAY SILTY FINE 100/6". SAND g~R~~~9~97PLETED AT 90. S FEET CAS ING USED TO A DEPTH OF' 10.0 570 b~60NO WATER LEVEL NOT RECORDEC LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 189 ) REV. 0 - APRIL 1984
~
i::: *' I...
~~~
.. TTEI'lSERG 1..1MITS
~~ ~
SHEAR STRENGTH DATA *~ BORING D-7
~
a~ ~ 4.l f., **** l co ....".,..... a;~:;~:.::. ..,~ O"'lI'l ."** ~
~. I ;it:
~ 00
~
. . . ." . JJ!'.........
~~;->2:i..
~t 69 1:., ...,'
{,.'......
" '\,
~o
~. r:~t :::. h-.
...~-
h' lI)
\.,) ~
SVIfFACE ELEVATION 682.9
.~
<:) ::t
~~ SYM80LS DESCRIPTIONS PI a::::::r::: OL "1JARK BROWN 10 BLACK ORGAN IC CLAYEY SILT
~r PI \'11TH SOME SAND AND ROOTS*TOPSD IL Iq" 680 IS. 113 (~~gg+) PI MOTTLED BROWN AND GRAY SILTY CL~YrlITH SOME SAND AND GRAVEL CL PI ~/
( 5000 .. ) PI GRADES TO GRAY ISH-BROWN GRADES TO BRowN I SH*GRAY PI ;; ( 5000+) 6..~ 116 8BOO ( 5000+) 670 [/ ~. GRAY S IL TY CLAY WITH SOr4E SAND AND PI GRAVEL
- 14. 1/9 2400 3750 3250 PI 660 CL
- 20. L 110 3000 PI 3250 PI 650 k:/ ....
20.' 110 3750 PI SO~lE GRAY F' 'NE TO MECYluM SAND WITI-i SP GRAVEL 3500 PI V CL GRAY SILTY CLAY 640 PI 1">/ GRAY S I LTV CLAVw ITH SAND AND SOME GRAVEL
~3.3 ~24 3500 PI t/// OCCAS lONAL LENSES OF COARSE SAND WITH GRAVEL 630 PI
- 16. 118 3250 CL 2500 PI 620 PI 3500 1& 112 3250 PI GRAY SILTY CLAY WiTH TRACE OF SAND AND 610 PI GRAVEL 3500 CL 6 INCH LAYER CF SAND AND GRAVEL 165 I OCCAS IONAL LAYERS OF FINE TO
- 6. E137 COARSE SAND wITH GRAVEL AND S I L T BOR ING COMPLETED AT 80.0 FEET 600 ON 6- 23*71
~~HNG USED TO A DEPTH OF i 5.0 GROUND I'/ATER LEVEL NOT RECORDtD LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5- 19 LOGS OF BORINGS (SHEET 190)
REV. 0 - APRIL 19H4
- .l!::
<:l i:: ......
~~~
.. TTERBERG r- SHEAR STRENGTH DATA *
~~ ; *
...., 7::;'~-= ~l' LIMIt',
~
"" " ~,
, , , ,8 t . . . . . .,
T C .............
~,
I &":::~~=:.-
-:t T~
c
.0' 0".'" I~.'
.,.- -l- ~
~
BORING D-8 690 SURFACE EL£W4TION 680.6 8:Z
~ g Q ~
~~ $yj/gOLS DESCRIPTIONS 6tKJ 51 III
'I, OL
;UAf\~I~~O~~MtU S~W~N%i\~~~+~. ~b~~~~L s~~:,
~
3500 t 4800 "'I MOTTLED 1~~aw~A~~~ g~A~EUm .~ht~N
~
- 4. 19 3500 FINE 23 I CL TO COARSE SAND WITH SOME GRAVEL tn 4 2.0 1114 16.2 111 ( 5000+)
GRADES TO BROWN ISH-GRAY 670 16.2 114 5900 2000 ( 5000.) J 100
~I GRAY SILTY CLAY WITH SOME SAND AND I
GRAVEL 2550 PI 17:7 113 660 "'~ CL
~
1000 "I 08 11800) 2750 "I GRADES WI TH LESS SAND AND GRAVEL 650 " PI GRAY SILTY CLAY 2150
~;
1~4 4s.B 2&.4 2\08 90 CL 64~ GRAY S IL TV CLAY WITH SOME SAND AND m~
"'I GRAVEL
! 7.7 114 2150 PI
;/?
630 6.2 16 2000 PI ;?i~ CL 2250 "'I ~~~ 620
~8 20 3.3 20 08001 3100 3400 PI P' ~H:::
2 INCH LENSE OF VERY FINE SAND GRADES WITH /1)RE GRAVEl 2 INCH LENSE OF FINE SAND 2500 PI
~~
GRAY SILTY CLAY WiTH LENSES OF SILT AND 610 OCCAS 10NAL SEAMS OF FINE SAND 1+2.0 20. Z 21.8 4000 PI ~1¥AS§8~~Ls~~bE:NgFGHbfr CLAY
~AA~C~ll~N~~A~L MEDIUM TO COARSE 1500 PI /// OCCAS 10NAL LAYERS OF CLAYEY S IL T 600
,/~~ CL GRAOES WI TH SOME SAND AND GRAVEL 12.< 99 9200 (5000+) 65 I
~}~
( GRADES WITH /1)RE SAND AND GRAVEL 17'5/6"1 AND LAYERS OF SILT AND SAND 590 ~;;.
~a 95 I 0 GRAY FINE SAND 58~ SP 52a GRAY I SH-BROWN SANOY CLAYEY SILT WITH
- 9. 4 Ii 1: SOME GRAVEL 570 1/5 a Ii GRADES WI TH LAYERS OF VERY ,INE SANOY SILT Ii 16~ a I:
ML 560 I: 100/4"a 550 122 a 1901""" GRAY F IHE SAND 540 SP 155 OJ GRADES WITH MEDIUM TO (OARSE SAND GREEN ISH-GRAY H IGHL Y WEATHERED MICAcmus 200/4'(,1 S IL TSTONE I 530 GRADES /1)RE COMPETENT WlTH DEPTH
~ INCH CLAY SEAM 100% RAOES TO GRAY 100"1. --
520 g~R6~G,~D7PLEHD AT 161.0 'EEl CASIN~ UlEO TO A DEPTH OF 15,0 FEET GROUND WATER LEVEl NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 191 )
REV. 0 - APRIL 1984
~
i:::
~~~
A rrERBERG SHEAR STRENGTH DATA
~~~
--::,.... pl=-
LIMI1"5 l4.l
\j
~
,.... ~.c.-.-._
~8 ~~ ~
.: ,.., . . . . . 1 c......... ,.~ ~::;::::::.
+
T."..,., 0 ....... * ~.,
~ BORING 0-9 690
... .. .. d" .. !,11i ~f ~~; ~ SURFACE ELEVATION 680.2 a~
tt~ () ~
~ ~ SyltiBOLS DESCRIPTIONS 680 PI III OL DARK BROWN TO BLACK ORGAN IC CLAYEY S IL T 4500 PI ;;:;::: ~'m SOME SAND AND ROOTS-TOPSOIL 26" 2., ~ 02 2500 PI MOT bM~ ~~~~NA~~DT~~N dtLnNfL2~A1aH
- 6. 99 3300 3500 3000 P, PI CL GRADES TO BRO',o/N ISH -GR AY 670 ( 5000+) PI W GRAY S IL TY CLAY WITH SOME SAND AND GHA,Ec 7.t 12 (3600) 4500 PI ~
660 9.1 12 2500 PI
~ OCCAS 10NAL LENSES OF SAND I
AND GRAVEL
- 2. 2 22 2250 PI 2500 PI 650 GRADES wITH ~RE SAND AND GRAVEL
- .~ 18 3500 PI
~' CL (, INCH LAYER OF S IL T 640 PI
~~ LAYER OF VERY FINE SAND AND
~~fjA~ 1~¥AL LAYERS OF CLAY EY SILT PI ~
~
4,,' 19 2500 2500 PI 630 ~ 620
- '6 18 2750
~~OO PI PI
~i~
;;/~
3750 PI 0c::
~4.3hOI 4500 PI GRAY SI L TY CLAY 6/0 eJ 600
( 5000+) PI PI ~ CL oeCAS 10NAl lENSES OF S I L T AND CLAYEY SILT g~R6~~2:~7PlETE:D AT 80.0 FEET CAS ING USED TO A DEPTH OF 15.0 FEET GROUNO WATER lEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 - (SHEET 192) APRIL 1984
~ **
i::: ....
~~
ATTER8£RG OATA SHeAR STRENSTH ~ l~
........ BORING 0 ...'0
....- =- :-:= ~i* :4
~IMITS l4,I ~ '"not.... !t
~r;
~
c............. T_
~<It
~ 'i .....a +... SUlf'FACI D.4WAT1t:JN 674.1 L_
" " " ~r .c;. :. ?" <;iltl 680
~~
~~ SYItI60LS Dt'$CRIPrION$
nt DARK BROIoiN nRGANI~ CLAVTI S Il T WITH
.3.8 14 8400 ( 5000.) 20. SOME ROOTS*TOPSOIL 24" 670 ( 5000+) 16 * ~ CL ""TrUD BROWff AND GRAY S I LTV CLAY GIIADES TO GRAY ISH'8RO~';N \oIITH SOME 6.7 14 8400 (SOOO ...) 331 ~ SAND AND GRAVEL 1<000 17
- l.lol
_ML BROWN SANOY SILT WITH SOME CLAY AND GRAVEL
~
GRAY S ILTY CLAY 66C 43.t 20.8 '2.8 $998 2050 2750 91 CL tal 99 1750 10. ~ ~ LENSE OF S IL TY SAND AND GRAVEL GRAY SILTY CUY WITH SOME SAHD AHD
~~W GRAVEL 650 6.~~ 15 (1475) 2000 10.
200e 14
- 6':;; 12 I 7.Ep 14 (1725) 2000 CL 2500 '4 I 630 $E 36 (2500) 3500 /11
~6.9 15 3250 17 I 620 ~SD 01 4000 1'1 GRAY SILTY CLAY 410 1~9 23,,1 ~4. 7 01 3000 3250 18 I CL 610 3500 16 I GRAY S IL TY CLAY 'WITH SAND AHD SOH!
Q.6 130 (41001 4000 21. GRAVEL CL 600 IOCW'I BRO~.J~~E SxgD '120 u~ I~r~R~~lr 7.~ 17 ...... SP SOME GIIAY SILTY CLAY WITH SOME SAND AHD
~
8.E ].4 4250 35. GRAVEL CL GRADES WITH I1lRE: SAND AND GRAVEL 590 8.6 137 164001 4000 39. GRAY ClAYEY SILT WITH SAND AND SOME ML GRAVEL
~
_....- fOQf3"l IQ(),Ift
~
SM GRAY SILTY MEDIUM TO COARSE SAND WITH GRAVEL Sw IIllJ 570 10Cl.'I"tI - ML GIIAY. SILT WITH TRACE OF CLAY 82(1. - GRAYISH-8AOWM CLAYEY SILT WITH SAND AND SOME GRAVEl 560 9611 nil 55C 13111 6711 ML 54~ 9!1I:1 3711 530 3111
~ GRAY ISH-BROWN S IL TY F'INE SAND loti TH
. 133 II SM OCCAS IONAL S ILTY CLAY LENSES 520 . SM GRAY SILTY SANG WITH GRAVEL LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5~19 LOGS OF BORINGS (SHEET 193)
REV. 0 - APRIL 1984
~ *~I.;: BORING 0-10 Continued
~
i::: .....
~~~ ~ ~
A TTERSERG I".IM'1'5 r- SHEAR STRENGTH c.,........'" DATA a~
~i,; ~l
~ <_.
.. -:::... "=:'
U* o~ a 1' . . . . . . 1 f:'::~:=
~
r_ Q ....., . . . . . . I-J:,~ n,T l:)~
.t;f
~ ~ r~llit8CLS
<r .::'
520 DESell/IIT/ONS 143" SM GRAY HIGHLY WEATHERED MICACEOUS SILT-100!2"a STONE WITH OCCAS 10NAL CLAY SEAMS AND SHALE PART J NGS 5/:: 2OO/3"f1
'~1 GRADES /"ORE COMPETENT WITH DEPTH 500 100"1.
t INCH CLAY SEAM INCH CLAY SEAM
-- t INCH CLAY SEAM BORING COMPLETED AT 177.0 FEET
~~sjN~euHD TO A DEPTH OF 10.0 FEET 490 GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 -
(SHEET 194) APRIL 1984
~
"*~
BORING D-II
~ SURFACE ELEVATION 676.1
~~
~ ~
()~
~~ DESCRIPTIONS 1'l'!'I"I'm-~.....,..~~~~~~~~~~
DARK BROWN ORGAN IC CLAYEY S IL T 'filTH 2116 9 I 1 575 1000 7 I "GME SAND AND ROOTS -.'TOPSO Il 23" 191 BAOWN SILTY CLAY 'tilTH SOME SANO 670't--+_-+-_r1_E.-ll_I_I5-+-_ _+-__+-_6_4_00_--!-_:...30_0_0~_ _-+-_--I GRADES TO I-()TTLED rQOWN ANO GRAY 331 WITH TRACE OF GRAVEl IE.2 115 7400 4500+ GRADES TO GRAY ISH-BROWN 3750 19. GRADES TO BROWN ISH-GRAY
~'/
8 I GRAY SILTY CLAY WITH SOME SAND ANO TRACE 21.2 104 (2400) 2250 OF GRAVEL 660'J---t--+----j1-----1~1---+---+---I-----l-----+.----I CL 2250 II I ~ SAND AND GRAVEL GRADE OuT
~. ~ GRA~oAtL l~A~t~E TO MED lUM SAND WITH 30.1192 1750 III ~ CL
.........._ _-1 GRAY SILTY CLAY 650t---+---+---I--I1--lf---+---+---4.----l---4---..l GRA~R~~~[Y CLAY WITH SOME SAND AND 1&5 115 2500 1750 12 INCH LAYER OF SILTY SAND 17.1 115 1900 12.
6401--+--+-+--+-+---+--l-----I----+---::..--!---I 10 I 1800 CL 1&9116 1000 9 I g~~efC WI TH I-()RE S IL T. SAND AND 6301--t--+--t-t-+--t----+---+------'~-.\----I 2250 14. 16.9 II) 1750 141 620t--;--+--t--t--t--+----+---+---~-+---I GRAY S IL TY CLAY 2750 14
- 3000 3350 201 CL 148.819. 129.4 2SO 100 6/01--+--+---+-+-+--.J..-.---+----+---l----l.----I CH 12.7 111 3300 3500 is.
3500 47. GRAY SILTY CLAY WITH SAND AND SOME 10.1 129 CL GRAVEL 600'J--+--+--1--1~--+---+----I---+---+-~ 156
- GRAYISH-BROWN FINE TO MEDIUM SAND WITH SP TRACE OF SILT
- 49. GRAY SILTY CLAY WITH SOME SAND,GRAVEl AND OCCAS 10NAl S IL T LENSES GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL
- 7. 4 13~ 10,000+ 86.
BOR ING CqMPLETED AT 90.0 FEET g~SiNa'USJD TO A DEPTH OF 10.0 FEET GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. a - (SHEET 195) APRIL 1984
~
i::: ....
~~~ ~
A TTER8ERG LIMITS
~~.
SHEAR STRENGTH DATA
**l.'!
is ~~ ; I(
....' - ~Z BORING 0-12
~ ~
~. ~
l,_' l,. __ , , ...... 680
~ ~ ~
a~ SURFACE ELEVArlON 610.8
~~
~ ~ SYMBOLS OESCRIPrlONS 670 9 I "';;;fi~fj;o;;~~OLr-~D~A~R~~I~~~~o~r~O-M~tN;R:;';DO~BT~~~C.~\~6~;~~o;';A;rL~IC~24~CI~~A~Y~E~Y~S~IL T 4250 9 I p~~ MOTTLED BROWN AND GRAY SILTY CLAY WITH
'Sb 98 3750 10 I f CL TR~~~O% ~~NgRAY ISH-BROWN 30.1 16. 7 13.4 14.8 II 6100 4500 22 I GRADES WITH I-'()RE SANO AND SOME GRAVEL 660 GRAY SILTY CLAY wiTH SOME SAND AND 2750 13 I GRAVEL 17.8 113 '900 2000 "I t 650 17.2 115 2500 10.
68 115 (2000) 1750 640 110 CL 18.6 III 1750 PI <;; 14.8 117 (1900) 2000 /2. ~//; 630 .~
~S 17.4 113 2250 IS.
200 620 p;~
>/;
3250 211 r> 15 I GRAY SILTY CLAY 116.2 96 2600 1500 6/0 CL 2~t 3500 16. 2~;~j~ 6 INCH LAYER OF GRAY GRAVEL WITH 8.2 12< SAND BROWN FINE TO MEDIUM SAND WITH SOME 600 1701k1't1 SP COARSE SAND AND FINE GRAVEL GRADES wiTH LAYERS OF SANDY S IL T AND CLAYEY SILT WITH SAND AND GRAvEL i~! 9.2 122 SOl AL TERNATING LAYERS OF GRAY CLAYEY SILT WITH SOME SAND AND GRAVEL. GRAY SILTY CLAY WI TH SOME SAND AND GRAVEL, AND 590 63. ML BROWN AND GRAY FINE TO COARSE SAND 9.6 131 WITH GRAVEL CL
~().4 IS-I 1<;.3 168 117 5400 ( 5000+) 561 s'w 12 INCH LAYER OF GRAY ISH-BROWN rtNE 580 178/9'1 TO "lED IUM SAND 165M'II 'I': GRAY ISH-BROWN SANOY CLAYEY SIL T WITH ML SOME GRAVEL GRADES WITH I'ORE SAND AND LESS 570 ;:' S'M CLAY 178 (J GRADES TO GRAY
- 11 GRAYISH-BROWN SILT WITH CLAY AND SOME 82Q SAND 560 181/1l'tJ ML GRADES wITH LENSES OF SAND AND GRAVEL 6211 ....~---I GRAYISH-BROWN SANOY CLAYEY SILT WITH ML SOME GRAVEL 550 148 Ii ..........- - - 1 GRAY CLAYEY S IL T WITH SAND ANO SOME GRAVEL GRADES TO GRAY ISH-BROWN 540 ML 32(J I:
530 147!9" Ii -- GREENISH-GRAY HIGHLY WEATHERED MICACEOU' SIl TSTONE WITH OCCAS IONAl CLAY SEAMS GRADES TO GRAY WITH SHALE PART INGS 520 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 - (SHEET 196) APRIL 1984
~ ~
i::: ~ ~
~~~ a~
ATTE:RSE:RG r- SHEAR STRENGTH DATA
<...IM,rg:
l'J
~
~
L._ ~'C~"""
£~,
~8
;~ ::
o~ ~ 1'" *****
"'.tq; c ..........,...
~r
~.~::::.:~
-:t
.~j 1--O,,,,I:(
a",..,
.:::~
~
t ~
<)~
':*11]
h, DESCRIPTIONS 520 H IGHL ~ FRACTURED ZONE FROM 157.0 TO I~= 157.5 FEET GRADES TO f'()RE COMPETENT ROCK
~ INCH CLAY SEAM AT 161.0 FEET 5/0 97-/.
BOR ING COMPLETED AT 165.0 FEET ON 7-29-71 CASING USED TO A DEPTH OF 10.0 FEET 500 P I EZOHETER INSTALLED ON 8-2-71. BOR ING WAS RE-AUGERED TO ELEVAT ION 595.8. SEAL CONSISTING OF BENTONITE AND CONCRETE PLACED BETWEEN ELEVATIONS 595.8 AND 603.8.
~~I~~~ ~~ ~~~~~~15~0~54:g~ ~~~~U~~RL~~g~~,
FILL PLACED BETWEEN ELEVATIONS 603.8 AND 610.8. SEAL CONS ISTING OF BENTON ITE AND CONCRETE PLACED FROM ELEVAT ION 610.8 TO GROUND SURFACE. WATER LEVEL READ I NGS DEPTH BELOW GROUND SURFACE IN FEET
~
DRY 10-9-71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 197) REV . 0 APRIL 198'l
~
i:::
~~~ ..... ~-=-==-:~-:-r-.,--r------------------ ... **
ATTER8ERG SHEAR STRENGTH DATA I.4J &..: LIMITS ...-. ..,-..
~~. ~_~r-.-,~- -"'-~'-,"- --r-""CU","o)".::7.:;,~::""::..:-T-T-"""'--'---O,,-**,-.--. . --t
~ BORING 0-/3
~ ~~'*' ~:::. -.=: ~3 O~. t-::",-.;.-:',"'--'-a:-
***-.-+--:-.9.Jt---+--.-C**--+.:=;=.,......,""':~~
690...'...".............""-I~+-+--ofiI---~_**_' _oliI-_ _-I _~*._a;._& ~ SURFACE ELEVATION 680.3 al3
~~
()~ ii1 ~ SYMBOLS DESCRIPTIONS 6801---+--+-4-+---+---+--+----+----+---4----1 18. ~"h Ol 'llARI( BROWN "QRGANIC CLAYEY SILT WITH SOME
'52 105 2500 4000 >>~I L- ROOTS-TOPSO IL 14"
- 24. ~f:X ~TTLED BROWN AND GRAY SILTY CLAY WITH
'56 Its (5000+) ~:~: "tRACE OF SAND AND GRAVEL sa 83 3200 3250 24. :;;:;::: CL GRADES TO GRAY ISH-BROWN I-11TH ~RE 670 1---+-'--;f---t-2 O.3>=h11"",0*9:d----If----+-----I-"'"'37=~S"""0~---I---I 21. :;;:;< SAND
;~/}~
3.5 /12 8200 3000 :";--~GRAY SILTY CLAY WITH TRACE OF SAND AND 12* ....*.....
- ): GRAVEL 6601---+--+--11----1----1-----+---+----+----1---+--1 16. fi~ LENSES OF BROWN VERY F'INE SAND AND t'~ GRAY SILTY FINE SAND lU ItS 3500 128 ~J GRADES TO GRAY ISH-BROWN WITH ~RE
- 3:;; CL SAND AND GRAVEL 6501---+-+--1-:-1 ':-::.8+1""1-:-I9"'-'--+---*+---(-IS-0-0)-+--12""5c.:-O~I----+---I ~~ GRADES TO GRAY 156 117 2250 9.
88
~~
- 0" ,/
6401---+--+--+--1-+----1----+----+--"."...7so~-I---+-----f 98 GRAY vERY FINE SANDY S ILl WITH TRACE OF 226 102 ML CLAY GRAY S IL TV CLAY WITH SOME SAND AND 6301---+--+--+- 6.4-1-1-,6+----1---+---+-""""'2'""5""'0(0::--+---+---1 1
~ GRAVEL 2250 liB ~~ CL 6201--+--t--+l~8D~' 1:-:3+---+---+---+--no....- cr -l----II----t
}~
~
17 ....~iojojoIj+----IBROWNISH-GRAY SILTY CLAY 3750 610;.-+--l--+:2~6.2*98::-+---+--+--- ..3 500~-+--->----I 19. /~ CL
?
2500 174"1011W...r-S-p--lBROWN FINE TO MEDIUM SAND 7SI~. CL 6OO1--+-+---lf-144./.-12-+L--4---+----4--r{500""')0:-+......4)---+---1 GRAY S IL TY CLAY WlTH SOME SAND AND GRAVEL 3000 103. ~;~?;, OCCAS IONAL LENSES OF BROWN F fNE SAND 590...............------......- .... --'---...i.--.. . ----.. . BOR ING COMPLETED AT 86.5 F'EfT ON 8-3-74 CAS ING USED TO A DEPTH OF 10.0 FEET GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 198)
REV. 0 - APRIL 1984
~
17:: ....
*~*
~~~ SHEAR STRENGTH DATA
" TTERSERG LIMITS r*
l'J ~i ~"':::-:'::.. 1".,-,.. >>,..** ij l.&..
~o 0;
~i; : T' . . . . . . , .: ...... ' . . . . . . " I Ot'.fa
.,.. .... BORING 0-14
-f"'
4
-:t II'oAol"(: "'''''''
/.,"'01
'0 ., <r~
,,, ~t .Sf ,.' ~
69,., " " a~ SllRFACE ELEVATION 680.3
~ ~
l;) :l
~~ SYMBOLS ()£SCRIPrlONS 680
~~
DARK BROWN ORGAN IC CLAYEY SIl T",ITH SOME 10.6 102 2100 4750 8
- ROOTS-TOPSO IL 14"
( 5000+) 21.
~?;;; CL BROWN S I LTV CLAY 1'1 I TH SOME SAND GRADES TO MOTTLED BRm-1N AND GRAY WiTH SOME GRAVEL 11.7 122 6600 25. ~~ GRADES TO GRAY iSH-BROWN '.-11TH I'ORE 670 2100 16. :/.,'7 SAND GRAY S I L TY CLAY 1'1 I TH SOME SAND AND GRAVEL
~,/
~0_7 109 1600 J800 16.
" CL 66::J ~ 1.2 t09 1650 1O. GRADES WITH LESS SAND AND GRAVEL GRAY S IL TY CLAY P7.6 ~6 1800 t800 9. CL GRAYiSH-BROWN SILTY CLAY WITH SOME SMiO AND GRAVEL 650 17[) 118 1750 101 GRADES TO GRAY J 100 1O.
640 16J+ 116 (1850) 2000 13. CL 17.6 113 1750 I 12.
,/
630
~~7;'-" BROWN FINE TO COARSE SAND AND GRAVEL I BROWN AND GRAY S IL TY FINE SAND GRADES Tu GRAY 480 -----l doogg-28.1 "10-9 I .... p
- GRAY FINE TO COARSE SAND AND GRAVEL GRADES WITH SOME COBBLES 475 AND GRAY WEATHERED SHALE RQO GRADES TO GRAY AND HARDER '.... ,TH DEPTH LIGHT GREEN ISH-GRAY WEATHERED SILTSTONE WITH PERCEN CLUSELY SPACED SHALE PARTINGS 470 16%
1" CLAY SEAM GRADES TO L fGHT GRAY AND TO M)RE 465 COMPETENT ROCK AT 21.0 FEET 86"1. I 460 BOR ING COMPLETED AT 27.0 FEET ON 6-16-71 CAS ING USED TO A DEPTH OF 14.0 FEET WATER LEVEL RECORDED AT A DEPTH OF 5.5 FEET ON 7-19-71
- 485 SHEARING STRENGTH IN LSs./San:
6000 5000 4000 3000 2000 1000 490 I BORING SYM80LS R-2 Sl/RFACE ELEVATION 487. 7 DESCRIPTIONS OARK BROWN ORGAN I C CLAYEY S I AND ROOTS-TOPSO IL 26" BROWN SIl TY SAND WITH SOME CLAY SAND 13.8"1..-108 GRAY HIGHLY WEATHERED SHALE I 480 20:4 0/.-105 GRAY ISH-BROWN SILTY CLAY LIGHT BROWN SILT WITH SOME CLAY GREEN ISH-GRAY WEATHERED SHALE 475 q.3%-129 9400 GRADES TO BROWN ISH-GRAY AND HARGER WITH DEPTH ROO PERCENT LIGHT GREEN ISH-GRAY WEATHERED S IL TSTONE WITH 470 ClOSEL Y SPACED SHALE PART INGS 67 "to I GRADES TO t-QRE COMPETENT ROCK AT 17.5 FEET 465 93% I00% GRADES TO LIGHT GRAY BOR ING COMPLETED AT 26.5 FEET 460 ON 6 71 USING USED TO A DEPTH OF 10.0 FEET WATER LEVEL RECORDED AT A DEPTH OF 5.0 FEET ON 7-19-71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 201) REV. 0 - APRIL 1984
- 490 485 SHEARING STRENGTH IN LSs./San:
6000 5000 4000 3000 2000 1000 0 SYMBOLS BORING R-3 SURFACE ELEVATION 485.lS DESCRIPTIONS DARK BROWN ORGAN I C CLAY EY S I L T 'II I TH SOME SAND AND ROOTS TO 26"*TOPSOIL 40" 1ll'lW,~1---::'--4~~~~EgL~~~~NS~6~~:~ ~~~~/~~~Y wITH TRACE OF FINE SAND
......l--lII.L-~ BROWN AND GRAY FINE TO MED IUH SAND BROWN AND GRAY FINE TO COARSE SAND AND GRAVEL WITH SOME S IL T AND COBBLES GREEN ISH-GRAY HIGHLY WEATHERED SHALE GRADES TO GRAY AND LESS wEATHERED
/8.7'>'.-1/3 AT 10.5 FEET 1 RQO PERCENT I GRAY HIGHLY WEATHERED SILTSTONE WITH CLOSELY SPACED SHALE PART INGS GRADES M:)RE COMPETENT WITH DEPTH GRAY S I L TV CLAY LAYER FROM 15.5 TO 16.3 FEET GRADES TO COMPETENT ROCK AT 88% 98% 17.5 FEET 465 460 BDR ING COMPLETED AT 25.0 FEET ON 8-3-71 CAS ING USED TO A DEPTH OF 14.0 FEET WATER LEVEL RECORDED AT A DEPTH OF 4.2 FEET ON 8-2-]1 BORING R-4 SHEARING STRENGTH IN LSs./San:
SURFACE ELEIl/ATION 489.2 6000 5000 4000 3000 2000 1000 490 SYMBOLS DESCRIPTIONS DARK BROWN ORGANIC SANOY SILT WITH TRACE OF 81 OL CLAY AND ROOTS-TOPSOIL 24" BROWN SANOY SILT WITH TRACE OF CLAY 485 12.9"1.-99 81 ML SM 7
- BROWN FINE TO COARSE GRAVEL WITH SILTY SAND 480 GM 6.9'Y....131 GREEN I SH -GRAY H IGHL Y WEATHERED SHALE GRADES TO GRAY AND LESS WEATHERED 475 15.9"1.- 135 AT 14.0 FEET R()O PERCENT GRAY H IGHL Y WEATHERED S I L TSTONE wiTH CLOSELY SPACED SHALE PARriNGS 470 83'>'.
GRADES MJRE COMPETENT AT 19.0 FEET 465 BORING COMPLETED AT 25.0 FEET ON 8-2-71 CAS ING USED TO A DEPTH OF 14.0 460 FEET WATER LEvEL RECORDED AT A DEPTH OF 6.0 FEET ON 8-2-71 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 202)
REV. 0 - APRIL 1984
SHEARING STRENGTH IN LS$./SQ.FT. BORING R-5 SURFACE ELEVArlON 501.8 6000 5000 4000 3000 2000 1000 0 SO'S SYMBOLS DESCRIPTIONS LIGHT REDDISH-BROWN SILTY SAND WITH ROOTS-
.............-;;;.;.~ TOPSO IL 14" 500 LIGHT REDDISH BROWN HIGHLY wEATHERED SILTY SANDSTONE 11.6%-106 GRADES TO BROWN AND GRAY 5 17,3"10-110 78 12,6"10-125 I I GREENISH-GRAY HIGHLY WEATHERED SHALE GRADES TO GRAY AND LESS WEATHERED AT J"'I RQO 10.0 FEET PERCENT 0% 77"1.
'S 39% GRADES DARKER GRAY AND LESS WEATHERED AT 18.0 FEET 480 BaR ING COMPLETED AT 22.0 PEET ON 8-3-71 CASING USED TO A DEPTH OF 8.5 FEET 475 NO WATER ENCOUNTER EO
- 505 500 SHEARING STRENGTH IN LS$./san 6000 5000 4000 3000 2000 /000 5.6"1.-118 0
15. SYMBOLS BORING R-6 SURFACE ELEVATION 503,2 DESCRIPTIONS BROWN CLAYEY SILT WI TH SAND-F ILL END OF FILL 10 ................;;..~ DA~~N~R~~~DORGANIC CLAYEY SILT WITH SOME LICHT REDDISH-BROWN HIGHLY WEATHERED SfL TY
...... SANDSTONE ~
l( 495
~ GRADES TO GRAY ~ 490 100/5"1 ~ 6200 13.6%-131 GREEN ISH-GRAY HIGHLY WEATHERED SHALE ~ ROO PERCENT ~ GRADES TO GRAY AND LESS WEATHERED AT 15.0 FEET ~ 485 GRADES TO DARK GRAY 54°/. 95% GRADES I1:lRE COMPETENT AT 21.3 FEET 480 GRAY WEATHERED S IL TSTDNE WITH CLOSELY SPACED SHALE PARTINGS 475 -L. .........._ . . . . .
BOR ING COMPLETED AT 28.0 FEET ON 8-4-71 CAS ING USED TO A DEpTH OF 8.5 FEET NO WATER ENCOUNTERED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 203) REV. 0 - APRIL 1984
- 5/0 500 ~ BORING R-7
~ SURFACE ELEVATION 4868 a~
3rt~ c:) ~ 490 Q1 ~ SYMBOLS OESCRIPrlONS I Ol DARK BROWN ORGANIC CLAYEY SILT WiTH ROOTS II SM DARK GRAY SILTY FINE SAND WITH ,RACE OF CLAY AND SOME ORGAN Ie MATTER 480 LENSE OF SILT 5 I DARK GRAY S I L TY FINE TO COARS E SAND SM 1'1 I TH SOME GRAVEL 10 DARK GRAY CLAYEY SILT 47C 14 I BROWN FINE TO MEDIUM SAND WITH TRACE
- 13. OF COARSE SAND AND GRAVEL SP GRADES WITH MORE GRAVEL 65 I BROWN GRAVEL 1'1 I TH SOME SAND AND 460 .~, GP COBBLES
~A ==
- =
- -::-=
GREEN I SH -GRAY S I LTSTONCH IGHL Y WEATH EREO AND MI CAe EOUS GRADES MORE COMPETENT WITH
--=
DEPTH GRAY S I L TS TONE. MICACEOUS 450 100"10 440 100,.. 430 BOR ING COMPLETED AT 55.0 FEET ON 4-3-72 CAS I HG USED TO A DEP~H OF 29 FT. GROUND WATER LEVEl RECORDED AT A.DEPTH OF 3.0 FT. ON 4-3-72 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 204) REV. 0 APRIL 1984
~
l::: .....
~~
A TTEReERG SHEAR STRENGTH DATA f* LiM'T 5 ,.,: .. lc.I I;j I( L'
"'-r. ____
~_,
11'1"- U* ~! : 52.., 510 BORING R-8 500 SlIRF"ACE ELEVATION 488.6 49u DESCRIPTIONS DARK BROWN ORGANIC CLAYEY SILT OAR K BROWN SILT BROWN S I L TY FINE SAND WITH SOME GRAVEL 480 BROWN FINE TO COARS E SAND WITH SOME GRAVEL AND TRACE OF S IL T BROWN FINE TO MED I UM SAND WITH
~o
- TRACE OF GRAVEL 470 SP GRADES WITH LESS GRAVEL 19
- 59
- to,-.::ioioi::+-S~p~ REDDISH-BROWN FINE SAND WlTH SOME GRAVEL 460 122. -==-
'"=
DARK GRAY SILTSTONE,WEATHERED
==
- =
4"""""
*vv GRAY SILTSTONE.MICACEOUS,SLIGHTLY WEA THERED GRADES MORE COMPETENT WITH DEPTH 4~
BOR ING COMPLETED 48.5 FEET ON 3-31-72 CAS I NG USED TO A DEPTH OF 15FT. GROUND !lATEk LEVEL NOT RECORDED 430 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS (SHEET 205)
.Kl:.V. U - Al:'K.LL .L':J~q
~
~ ....
~~~
... TTERBERG SHEAR STRENGTH DATA
~~- ~~ ;
LIMITS
~ l( .~
f"ll*'.' C4 .......... '" : ~".::~:;:-::" ,..._~ ...... ur !;I'.... n .I'I.lo.r lllI..,._ ":
~ ...--:..::.
.,~1"
'-,_I ,__
~8 T ~
L' ...... C;:I b .~I h, , h< .~ 520 5/0 I I 500 I ~ BORING R- 9
~ SURFACE ELEVATION 487.7 a~
490 Ii
~~
t>::Il
~ ~ SYMBOLS DESCRIPTIONS II il'illlll'
- OL I II DARK GRAY ORGANIC CLAYEY SILT WITH F tNE SAND 2.
BROWN FINE TO COARSE SAND WITH SOME 480 2 * :~: :~: :~: SW (,RAVEL 3 I NCH LENS E OF GRAY CLAYEY 5 I L T Vi I TH FIN E SAND 2
- IliUlI ML GRAY CLAYEY 5 IL T wITH F tNE SAND REDDISH-BROWN FINE TO COARSE SAND
~:I!:i 470 24
- AND GRAVEL SW GRADES WITH /-{JR£ GRAVEL GW 42 a 460 10617". ::.::.::-:
- .::.::-: GRAY 5 I LTSTONE ,WEATHERED
==-
- .=-=-
GRAy 5 I LTSTONE. SLIGHTLY WEATHERED AND MICACEOUS
==
-=-=
450 = GRADES /-{JRE COMPEHNT WI TH
'6%1 === ==-:
=
DEPTH BORING COMPLETED AT 44.5 FEET 440 ON 4-3-72 CAS ING USED TO A DEPTH OF 25 FT . GROUND WATER LEVEL NOT RECORDED LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-19 LOGS OF BORINGS REV. 0 - (SHEET 206) APRIL 1984
~
i::: ...
~~
... TTERBERG Ii" SHEAR STRENGTH DATA i~'
f,.,11S
~ l( !~ : ttJ.* <!:::.::~::.:~
Tr1<l.'.' c .....' ** "'--.,.-..t~
... ?
0 ...." ..... , i(j 520
\
':'::'~
\
~~
"'".:'9"i ..
a;
' ~ .~I ;:;
510 500 ~ BORING R-IO
~
at: SURFACE ELEVATION 4eT.2 490
~~
~~ SYMBOLS DESCRIPTIONS II I DARK GRAY ORGANIC CLAYEY SILT AND II III OL FINE SAND II 480 GRAY S fLTY SAND WITH TRACE OF GRAVEL 28 5M
'I BROWN FINE TO MEDIUM SAND 47::; SP 4e1 i~
BROWN F' NE TO COARSE GRAVEL AND SAND GW WITH TRACE OF SILT 67/ld'1 SW 4-- *vv GRAY SILTSTONE,WEATHERED AND 16014'(1 F=.::..
~
MICACEOUS r= GRAY SILTSTONE,MICACEOUS 0.::=: 460 =
=
100%
~
BORING COMPLETED AT 43.0 FEET 440 ON 4-4-72 CAS lNG USED TO A DEPTH OF 19 FT. GROUHD WATER LEVEL RECORDED AT A DEPTH OF" 5.0 F"T. ON 4-4-72 LA SALLE COUNTY STATION UPDATED FINAL SAFETY ANALYSIS REPORT
- FIGURE 2.5-19 LOGS OF BORINGS (SHEET 207)
REV. 0 - APRIL 1984
~
i::: 10..
~~
A TTERBERG SHEAR STRENeTH DATA r-2~" L1UiIT$ 1cJ l( >t
&~ :
. -:=-.. .. ~8
~ \,_,1 "':::'
520 510 50:; BORING R-II I SURFACE ELEYATION 487.0 490 OESCRIPrlONS SYMBOLS
- .: DARl< GRAY ORGAN I C F I 'IE SAND (L~" EY '::: t T ~"D
'I ::
I, OL 480 GRADES Wf rH ~cn S:'NO 2
* ";::':';':: sw BROWN FINE TO COARSE SAND ,<11TH GRAVEc 470 19
- SP BROWN FINE TO MEDIUM Si.ND 4' I REDDISH-BROWN FINE TO CCAR:>£ SA.'ID
- ~:?~4:~:*: AND GRAVEL SW 460
- 43. (':::::
2OOI3"tI ~ GRAY SILTSTONE,
=-==-' HIGHLY WEATHERED
==-=
==
=
GRAY S I LTSTONE, HI CACEOUS 450 100"1. ~
"='="
=-=-
==-
==
~
440 9r-t.
~
'-=='
~
- I-------
430 I eORING COMPLETED AT 53.0 rEET ON 4-5-72 CAS INC USED TO A DEPTH JF 25 n GROUN}}