ML15188A190

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TSC Report No. L-72,070, Report of Soils Exploration Zion Solutions Zion Nuclear Power Plant Independent Spent Fuel Storage Installation - Final - 10-2-08
ML15188A190
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Site: Zion  File:ZionSolutions icon.png
Issue date: 10/02/2008
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Testing Service Corp
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Office of Nuclear Material Safety and Safeguards, Sargent & Lundy
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ML15188A105 List:
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ZS-2015-0084 L-72, 070
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{{#Wiki_filter:REPORT OF SOILS EXPLORATION ZION SOLUTIONS October 2 , 2008 L -72 , 070 ZION NUCLEAR POWER PLANT INDEPENDENT SPENT FUEL STORAGE INSTALLATION PREPARED FOR: SARGENT & LUNDY LLC 55 EAST MONROE STREET CHICAGO, ILLINOIS 60603 PREPARED BY: TESTING SERVICE CORPORATION 457 EAST GUNDERSEN DRIVE CAROL STREAM, ILLINOIS 60188 (630) 653-3920 Sect i on I. TEXT 1.0 2.0 Introdu ct i on Field Work TABLE OF CONTENTS Page ............ .................... ....................... 2 2 3.0 Geophysica l Testing ................................ ....*.......... 4 4.0 5.0 Laboratory Testing C l osure 4 5 II. APPEND I X REPORT OF SOILS EXPLORATION ZION SOLUTIONS ZION NUCLEAR POWER PLANT INDEPENDENT SPENT FUEL STORAGE INSTALLATION

1.0 INTRODUCTION

October 2 , 2008 L-72,070 Presented in this report are the results of the soils investigation performed to determine the general subsurface conditions for the proposed construction of an Independent Spent Fuel Storage facility. The proposed structure will be constructed at the Zion Nuclear Power Plant in Zion, IL. This work was performed in general accordance with Technical Specification Subsurface Investigation Specification Z-5701 prepared by Sargent and Lundy and dated July 29 , 2008. 2.0 FIELD WORK A total of two(2) soil borings (1-20 and 1-21) were performed for this project with each of them being extended to a depth of 100.0 feet. Boring 1-20 was subsequently converted into a seismic cross hole survey source hole. Additionally, two (2) boreholes were drilled and completed with 3" PVC casing for cross hole seismic testing. Upon completion of the drilling and testing , ground surface elevations as well as Northing and Easting coordinates were determined for the drilling locations using a Trimble R8 GPS. The vertical and horizontal data shown on the Boring Location Plan was retrieved from a National Geodetic Survey data base located approximately

1.2 miles

south of Zion, Illinois. Sargent & Lundy L -72,070 October 2, 2008 The boreholes were initially advanced by 4 1/4" hollow stem auger methods to the ground water table and then completed by rotary wash methods using bentonite and potable water in accordance with ASTM D 5783. Upon completion, each borehole was sealed with cement-bentonite grout placed by tremie methods. Soil samples were collected at 1-20 on 2.5 foot intervals for the entire 100 foot depth. At location 1-20 the sampling interval was 2.5 feet for the first 10 feet and 5.0 feet thereafter. Standard Penetration Tests (SPT) -N Values (ASTM D 1586), were determined using an automatic hammer which allows a 140 pound weight to free fall from a 30 inch drop to drive the sampler. The samples were collected using standard split spoon procedures during SPT since granular soils and/or very stiff clays prevented the use of Shelby tube samplers. Liners were not used with the split spoon samplers. Dynamic energy measurements have not been made on this automatic hammer. However, Pile Driving Analyzer's (PDA) have been used to process dynamic measurements of strain and acceleration between the drill string and similar hammers made by the same manufacturer (Boart Longyear). The Average Energy Transfer Ratio is accepted as 75% for this model hammer. The soil types were logged in the field by the drill crew and representative portions of each sample were contained in glass jars per ASTM D 4220 and brought back to our laboratory. Boring Logs defining the soil lithology and ground water observations is included in the Appendix of this report. Ground water depth was determined during hollow stem auger drilling only. The borings were completed using wet rotary methods and therefore, the water levels inside the boreholes at the completion of the drilling were not representative. PVC casing was installed shortly after the completion of the drilling and reaming at location 1-20. Boring 1-21 was sealed with grout immediately following the drilling and sampling to prevent an open hole hazard. Therefore, 24 hour water level readings were not obtained. The ground water depth measured during the hollow stem auger drilling is considered the most accurate indication of the undisturbed ground water levels at the site. Sargent & Lundy L -72,070 October 2, 2008 3.0 GEOPHYS I CAL TEST IN G Geophysical testing consist in g of a Cross Hole Seismic In vest i gation , was performed at l ocation 1-20. The or i gina l bore hole (1-20) was reamed to a depth of 100 feet using a 6" tri cone roller bit and then cased with 3" PVC casing sea l ed in place w ith cement-benton it e grout. Two add iti ona l holes (1-20A and 1-20B) were drilled using a 6" tri cone roller bit to a depth of 100 feet and were l ocated in a st r a i ght lin e at approximate distances of 10 and 20 feet from 1-20. These bore holes were a l so comp l eted w ith the in sta ll at i on of 3" PVC cas in g sea l ed in place with cement-bentoni t e grout. The Cross Hole testing was performed by Geotechno l ogy, In c. In genera l conformance w ith Section 4.31 of ASTM 04428. A copy of the report prepared by Geotechno l ogy, In c. summa ri zing the test results i s includ ed in the Append i x of this report. Following the testing eac h of the PVC cas in gs were sea l ed w ith bentonite c hip s wh i c h were hydrated upon placement. In addition the PVC was cut off near the ground surface and topsoil was place ove r the hol es. 4.0 LABORATORY TESTING The so il samples obta in ed from the bor in gs were exam in ed in our l aboratory and v i sual l y classified accord in g to the Unified Soi ls C l ass ifi cation System (ASTM 0 2488). Co h es i ve so il s were measured for moisture content (ASTM 0 2216) and unconfined compressive streng th (ASTM 0 2166). Add iti onal testing including grain size distribution (ASTM 0422, 0 1140), Alterberg Limits (ASTM 04318), pH (ASTM G 51) and dry unit we i ght determinations (EM 1110-2-1906) we r e performed on samp l es se l ected by Sa r gent and Lundy. The results of this testing has been summarized and in corporated in to the Soi l Test data Sheets included in the Appendix. Two (2) so il samp l es se l ected by the client were ana l yzed for so l ub l e ch l or i des (Method 4500CL,C) and so lubl e sulfates (Method 4500S04, E) by First Env ironm enta l Laboratories. A copy of their report is Appended. Sa r ge nt & Lundy L -72, 070 October 2, 2 008 5.0 C L OS URE Th e d a ta a nd r es ult s pre se nted in thi s r epo rt a r e b ased up o n th e conditions e n co unt e r ed a t th e two (2) l oca ti o n s in ve s ti ga t e d as indi cated o n the So il B or in g L oca ti o n Pl a n. Thi s r epo rt does n ot r e fl ec t a ny va ri a tion s th at m ay occur between th ese l ocatio n s, th e natur e an d ex t e nt of w hi c h may not beco m e ev id e nt until th e co n s tru c ti o n ph ase o f th e pr o j ec t. W e are a ppr e ciati ve of th e opportunit y t o ass i s t yo u with thi s project a nd l ook f o rward to wo rking w ith yo u in th e futur e. Pl ease ca ll if you h ave a n y qu es ti o ns o r a r e in ne e d of furth e r inform a tion. R es pe c tfully S ubmitted , M ac h a lin s ki V i ce !'5 r es id e nt R eg i s ter ed Prof ess ional Engine e r Illin o i s No. 0 62-038559 Pr e pared By,. Darin D e l a n ey Proj ec t Geo l og i s t APPENDIX UNIFIED CLASSIFICATION CHART LEGEND FOR BORING LOGS TWO (2) BORING LOGS (6 pages) BORING LOCATION PLAN (1 page) GEOPHYSICAL DATA REPORT Geotechnology, Inc. (16 pages) SOIL DATA SHEETS (12 pages) TWO (2) ANALYTICAL REPORTS First Environmental Laboratories, Inc. (5 pages) H

  • x TES TI NG SERV I CE CORPORA TION UNIFlEO CLASS I F I CAT I ON C H ART 0 0 " " z " -CRITERIA FOR ASSIG N I N G GRO U P SYMBOLS AND GROUP tlAMES US ING LABORATORY TESTS 0 GRAVELS M ort I hon CLEA N GRAVELS o f CGo'U Lus Ih on 5°10 ,.oclion relolned fine s C C u <4 ond/o. I> Cc > 3 e 0 0 No.4 siev.. G R AVE L S WITH Fines (I oui fy as M L 0' Mil S OI L CLASSIFICATION GROUP HW80L GW GP GM GROUP NAME b Poo.lyg'oded g.o ve l f Si lly g.ovt'l f,O,1I GC Cloyey q.ovel f , q , II FI N ES M o.e Ilion Fines c lo ssHy os CL or CH 0 f-____________ i ,,,, w 0 _0 * " , o o , SA ND S 50 °/0 0' more of eoo,st' Iroclion pOISU N o.4 sieve CL EAN SANDS Lus I lion 5 °/0 ,jnes d SAN D S WITII FINES Mo, e Ilion 1 2 0/0 flnt's" C u'-:'60nd/o' I> Cc!>3 e Fines clossj ,y as M L o. Mil Fines c l ossi'y as C L 0< C H SW SP S M SC CL Wt'II-q'oded sond , Poo.l y q.oded liond 1 S illy sand 0,11,' C l oyt'y s and 0 , II, I L eon cl oy k ,I , m 0 SI LT S e CLAY S Liquid l imil leu I lion 50 0/0 PI:> 7 ond plo l s on or above "A' line j Ino.qo n;c f-------------------

--'-----------------------

+----+

_1 0 PI <: 4 a. plots b t'low .. A" lin e j z . , w ** z ** ;; O,oonic Liquid Ii mil oven dried Liquid lim il -nol dried "'" 0.75 * ". o P I p l ats on a. obove "A' line , w 0 z , ;:;: :; S ILT S {} CLAYS Liquid limi l 50 0/0 a. mo.e PI p lo t li bela .. A l ine O r qon i c liquid limil -oven droed <0 Liqu i d li m il -nol dri e d . IHOhly a.oanic soit s Prima r ily o.g onic mo tt e',do rk 'n colo r, and oJonic a d o.

  • o. B a H d on l he molt.lol passing I he J-i n 17 5-mm) Ileve. b.1I fi el d cO nl oil'led cobbles ond/o. bo u ld ers,odd " .. ith cobbl es al'ld/o' boul de r" 1 0 g.o u p nom e. c. Grove l s wi l h 5 1 0 1 2 ala f int'S r e quire dual sym b ols GW-GM 1,,11 oroded grovel .. ith sill GW-GC .. ell oroded g r ovel .. ith cloy GP -GM poorly (traded g r owel .. illl s.1t GP-GC poor ly qroded q.ovel .. illI c l oy d. Sa nd s .. i l ll 5 0 10 1 0 1 2 °/0 fil'les ** quire duo l s ymbol s S W-SM .. ell (traded sond .. ill , si lt .. SW-SC .. t il (traded SOli d .. illI clOl SP -S M poo.ly I)rod.d sOl'ld .. ilt, s;lI Sf>-SC poo"y g.od e d sand .. il lI cloy , C _ (030' " so il conla i n s 1 5 0/0 SOll d,Odd" .. itll sand" 1 0 I)roup nom *. g.1f fines clon ily os CL-M L,lIu dua l s y m b o l GC-GM,SC-SM.

II. It f il'lu a r t' aJonie , odd .. itll o.gonic fines" 10 ?r OU P l'I ome. I II soi l conloil'l l? 15 °/0 o r ovel ,odd" .. ilh orov.I' 10 I)ro u p nome. 0 ML Sill .,I,m OL O'oonic cloy .,I,m,n Organic si ll -, I ,m,o '" roO cloy k ,I ,m M" Elos l ic si ll k, l ,m 0" O.qonic cloy*,I , m,P OJ onic s i ll k ,I, m,q PT P t'ol I. If A lle.berg limit s pial 11'1 hOlched area, soi l i s a CL-ML, ,i lly c l oy. k.1I so il con l oins 15 10 2 9 °/0 p lus No. 200,odd " .. " hsond" O r "",illl 9rov t'I" .... h ic h e v e r 'S predomin o l'l l. .... soi l conloins?;,. 30°10 plus No. 200 , p.e d omll'lonlly !ol'ld, odd "sandy" 10 (t.oup n ome. m.1I soi l °/oP11l5 Na.200,p'eda rn inOl'llly O la ve l, odd o r ovr Il Y 1 0 oroup nom e. and plo l s 01'101 obovt"h" IIl'Ie. o. 4 0. p l o l s btto .. ':{Io': , l ine. :: IIl'Ie. V / V // / 0 V :? / / v' 0 / // / -. V / 0 V V * // / 'v MH OR 0 0 V / / // / 0 r --;;; / V ML 0 O L L-ML)!:; '///,Y o V 0 , o '0 JO .0 '0 .0 10 80 90 '00 L10UID LIM I T ( LLl FILL TOPSOIL SAMPLE TYPE: TESTING SERVICE CORPORATION LEGEND FOR BORING LOG S -.... ---..... PEAT GRAVEL SS Sp lit Spoon ST Thin:Walied Tube A = Auger SAND SILT CLAY FIELD AND LABORATORY TEST DATA: N = Sta ndard Penetration Resistance in Blows per Foot Wc Qu In-S itu Water Content Unconfined Co mpressi ve S tr e ngth in Tons p e r Sq u a r e F oo t DOLOMITE

  • Pocket Penetrometer M eas ur e m e nt; Maximum Re ad ing = 4.5 t s f yD Dry Unit Weight in Pound s p e r Cubic Foot WATER LEVELS: SOIL DESCRIPT I ON: V \l ... While Drilling End of Boring 24 Hours MATER I AL BOULDER COBBLE Coarse GRAVEL Sma ll GRAVE L Coarse SAND Medium SAN D Fine SA ND S ILT and CLAY COHESIVE SOILS CONSISTENCY Qu Very Soft Soft St iff Tough Very Tough Hard L ess than 0.3 0.3 to 0.6 0.6 to 1.0 1.0 to 2.0 2.0 to 4.0 4.0 a nd over MODIFY I NG TERM Trace linle Some PARTICLE SIZE RANGE Over 1 2 inches 1 2 in c h es to 3 inch es 3 inch es to '/. inch '/. in c h to No.4 S iev e No.4 S i eve to No.1 0 S ieve No. 10 Sieve to No. 40 S ie ve No. 40 S i e ve to No. 200 Sieve Passing No. 200 Sieve COHESIONLESS SO I LS RELATIVE DENS I TY Very Loo se Loo se Firm Dense Very D e n se PERCENT BY WEIGHT 1 -10 10 -20 20 -35 _N_ 0-4 4 -10 10 -30 30 -50 50 a nd over

.... "' "' "' z H "' "' is Ul :;: 0 ,.., "' III "' U .... Ul H Cl Q " o o 5 10 1 5 2 0 25 30 35 40 PROJECT I SFS I Z ion Nu c lear Power P l ant C LI E NT Sargent & Lundy, LLC BORING 1-2 0 '-="'-----DATE ST ARTE D _-, 8 ,-.. EL EVAT I ONS ___ _ E N D OF BOR IN G ___ _ ,.: (90 SAMPLE Y DR Y zu N WC au DEPTH ELEV. N O. TYPE -> -' , 1 SS 5* 11*1 3 3.0 584.2 .. Ixi -> < 2 SS 2* 2*4 5.5 58 1.7 -... X* -3 SS 2* , 1-1 -' .. X* -. 4 SS 1* 2*3 10.5 576.7 -...... x l -' .. 5 SS 8* , . 10-1 2 -' ... . . -... 6 SS 7* -: .... 8-10 ;....;....; 15.5 571.7 -," ,', Ix l -' .... 7 SS 9* 23*2 2 -' -" *x. 8 SS 1 0* -' 17-1 9 -' .. x l 9 SS 13* -. 14*2 1 23.0 564.2 -x l 10 SS 14* -' 30*29 25.5 5 6 1.7 -tl -11 SS 8-26.6 5*5 28.0 559.2 -1 2 SS 8-1 1.0 4.5+' 129.9 -1 0*11 --1 3 SS 8* 11.2 6.73 1 28.4 9*1 3 --x l 14 SS 7* 20.5 4.73 1 08.5 -7*10 -x l -1 5 SS 10* 1 2.8 6.90 1 25.2 14-15 38.0 549.2 -IX. 1 6 SS 31* 14.8 120.4 50 1 5" .. DRILL RIG NO. 315 DIV I Sion lines beh.ccn d epoSi t s r ep resent dppro-:irna l e boundClli (!s Ile l::een sOl ll Wes IIl-S!Il1. the transition may ba grmJlI<l1 D ATE CO MPL ETED _-'8 ..... 1.:..4.:.. .. "'0.:..8_ J OB L .. 72,070 WATER L EVE L OBSERVAT I O N S V W HI LE DR I LLIN G 3.5 ' \l AT E ND OF BORING __ ---'M"'u::.d::..:..R::: o..:: ta:..: r ,L y-'W"'a::: s:..: h-'-__ ... 24 H O U RS (PVC P i pe I nsta ll ed) SO IL DE SCR I PTIONS Firm brown a nd g r ay fine to medium SA ND , tra ce gravel , damp (SP) v Lo ose brown a nd gray fin e t o medium SA ND , tr ace gravel , sa turat ed (SP) \ S-2: % Graval = 8 / % Sa nd = 86 oj" Silt a nd -6 L oose d a r k gray fine t o m ed ium SA ND , t race gra ve l , sa tur ated (SP) Firm gray fin e to medium SA ND , tra ce gravel, saturated (SP) S-7: % Gravel = 5 % Sand = 9 1 % S ilt a nd C la y = 4 D e n se gray fin e t o m ed ium SA ND , tr ace gr ave l , s atur a t e d (SP) Den se gra y fin e SA ND , tr a ce s ilt , sa tur a t ed (SP-SM) Firm gr ay sa ndy S ILT, sa turated (Ml) S-1 2: (ll , Pl , P I) 22,11 , 11 % Grav e l = 3 % Sand = 24 % Si lt = 52 % C l ay = 2 1 Ve r y t o ugh to h a rd g r ay s ilt y CLAY , so m e sa nd , trac e gravel , moi s t (Cl) Ve r y dense gray c lay ey S i lT , very m o i s t (Ml) Pag e 1 of 3 f-< '" '" u. z H '" u. g; UJ :;: 0 '"' '" 00 '" f-< UJ H " § o u i" PROJ ECT I S FS I Z ion N u c l ea r Pow 0'...r.'.P .. l a .. n ... t __ _ CLIENT Sargent & Lund y, LLC BORIN G .'.1-.=2 c::.0 __ _ DAT E STARTED _--, 8'...-.:.: 1 2::.-", 08:::....._ E L EVAT I ONS GROUND S URF ACE _-'5 ,,8 .. 7 ... 2=--___ _ E ND OF BORING _..::4,,8 .. 7 .. , 2=--___ _ ;..; "0 SAMPLE Y DR Y zu N WC Qu DEPT H ELEV. NO. TYPE 55 60 65 40.5 546.7 --I -1 7 SS 11-9.6 1 0.7 1 133.8 14-14 --I 1 8 SS 10-10.6 5.90 13 1.0 11 -xl -19 SS 11-10.5 9.38 131.3 13-1 3 --x l 20 SS 8-12.9 5.1 2 1 24.4 1 5 -x l -2 1 SS 9-1 3.8 5.06 1 22.7 1 0-13 --x l 22 SS 8-13.4 5.32 123.7 14 -6 1 -23 SS 12-13.4 6.23 123.7 17 -ZI 2 4 SS 1 2-1 5.7 5.1 2 118.3 1 5-1 5 -C>I -25 SS 10-20.3 4.0 7 108.8 11-1 3 -xl -26 SS 8-20.1 3.93 1 06.9 11 -;;; 127 -;;; SS 8-13.8 4.53 11 7.7 8-8 40 45 50 68.0 519.2 -;;; 1 28 SS 1 0* 17.4 3.0 1 114.6 -;;; 50/6" -;;; -/ 29 SS --70 72.5 5 14.7 -;;; -;;; X 30 SS 25-7.6 14.57 113.8 --34-42 -;;; 1 31 -;;; SS 21-11. 1 4.5* ..

  • 1 29.6 / 3 1-36 75 78.0 509.2 -IX 1 32 SS 37* 10.7 1 30.7 50/5" -80 RIG NO. 3 1 5 DI V ISion hnes bc t'.-.een del}QSl l s represen t appfO"una t c buum t[lries beh'.een soil l ypes in*Sl l u tile tr ansitio n may be gradual DATE COMPLETED

_-,8'..-1.'.4.'.-.:: 0 8 ,,-_ JOB L-72, 0 7D WATE R LEVEL OBS ERVATION S V W H IL E DR I LLIN G 3.5 ' \l AT END OF BORI N G __ ---'M .. __ " 24 H OURS (PVC Pip e Install e d) SO IL DES CR I PTIONS Very tough to hard gray si lt y CLAY, l i ttl e sand , tr ace gr ave l , moist (Cl) S-22: (ll, Pl , P I) = 31 , 1 2 , 1 9 % Grave l = 1 % Sand = 15 % Si lt = 50 % C l ay = 34 Ve r y to ugh t o h a rd g r ay si lt y CLAY, littl e sa nd , tr ace gra ve l, o ccas i o n a l Cobb l es, mo i s t (Cl) Bould e r Zo n e 69.5 to 72.5' Ve r y t oug h to hard gray s ilty C L AY , littl e sa nd , t r ace gravel , occasio n al s ilt sea m s, moi s t (C l) Ve r y d e n se gray c l ayey S i lT , lilli e sa ncl , moi st (Cl-Ml) Page 2 o f 3 PROJECT ISF S I Z i on Nuclear Power Plant C LI E NT Sargent & Lund

  • LLC BORING ;..1-.=2 ,-=0 __ _ DATE STARTED ___ 8'---1.:.: 2:...-0::: 8'----_ DA T E COMPL ETED _-, 8 ,---1;..4;..-", 0", 8_ JOB L-72, 070 E LEV A TI O N S WA TER L EVEL OB SERVAT ION S GROUND SURFACE ___ 5::8:.:.7.:.:.2=--___ _ V WHILE DR I LLING 3.5 ' END OF BOR IN G 487.2 'V AT END OF BOR IN G __ ----'M", u::: d"-'.: R:: o:.:.ta::.: r.!.y __ W=as ... ___ >< '"

to 0 SAMP L E ... 24 H OUR S (P V C Pip e I nstalled) N WC Q u Y DRY D EPT H ELEV. SO IL DESCR I PTIONS Z U f-.'-'':= --j NO. TYPE __ -" X l 33 % G r ave l = ° _ SS 43-12.0 1 27.3 % Sand = 27 50/4" % Silt a nd C l ay = 73 --X l 34 SS 44-85-50/4" /'11 SS 9-8-9 --X I 36 90-SS 7-8-11 = Xl S S 8-12-1 3 --IXI 38 95-'" SS 8-12-13 -*:<1'1 1 SS 26-27-15 -12.1 1 3.2 1 5.1 2.55 1 8.0 3.21 1 6.0 2.48 1 6.2 4.0' 1 7.3 3.0' 1 2.1 1 3.9 2.0 86.0 5 01.2 87.0 5 00.2 119.7 g r ay c layey SILT , littl e sa nd , moist Firm gray cl a yey SAND, saturated (SC) Ve r y tough t o hard gray very s ilty C L AY, little sand, occasiona l silt seams, m o i s t (CL-ML) Den se gr a y fin e to medium SA ND , sa turat ed (SP) Very t oug h gray ve ry silty CLAY, littl e sand , occasional s ilt sea ms, moi s t (CL-ML) _---l'l..l.JL4'IX --'1 40 SS 11.9 2.0' 5 100 w In W [-0 (J) '4 ---Cl 105-" " ----110----11 5----End of Boring a t 100.0'

  • Approx im ate un co nfined compressive s tr e n gth ba se d o n mea s ur eme nts w ith a ca libr a t ed po c ket penetrom e t e r. Diedri c h D-1 20 Truck Rig (#3 1 5) CME Autom a ti c H a mmer R ,_ DIVISion hnes be t wee n deposits repre se nt DRI LL RIG NO. 3 1 5 <'lpprO X nllale b o undar i es bel\'.'e e n salt t ypes i n-sl l u , the t ransi t ion be gr a dua l Pag e 3 of 3 PR OJ ECT I SFS I Z i on Nuclear Power ________________

_ E-< '" '" "-Z H '" "-!3 Ul " 3 '" "' '" Ul H '" i;l , " CLIENT Sa rg e nt & Lundy, LLC BORING 1-2 1 .:...:: '-'----DATE S T A RT E D _-'8'--".:: 1 8::.":0°8"---_ E L EVAT I ONS GROUND S UR FAC E _--'5 ,, 8 ,, 7.:.:.1'---___ _ END OF BO RING _-=4,,8 ,,7.:.: , 1'---___ _ E-< '-'0 S AMPLE Y D RY z u N WC Qu DEPTH ELEV. NO , TYPE h I X 1 S S 6--... 8-9 3.0 584.1 o -,> I X 2 SS 4-f-' 7-10 5.5 581.6 5 -,'.'. xl -:< 3 SS 4-5-9 , -, . -:'"-X II 4 SS 1 0-,-.". 1 3-1 5 10 ..... -" , -: ' , .. , -.. ", . -' X_ SS 5 8-,-. >: 1 3-14 1 5 -' -. .. -. -: , -, 'I X. 6 SS 11--' 13-13 20 -;:' 22.0 565.1 -: ,' X. -'. 7 S S 10--1 5-12 25 -. 27.0 560.1 ... -.. -"0' X 8 SS 6--8-11 3 0 --, 32.0 5 5 5.1 --x l 9 SS 1 6-1 2.7 5.41 122.7 21 --35 38.0 5 4 9.1 --i 1 0 S S 36-1 2.2 4.5+' 50/4" 40 ,. DI V ISion lines be l' .. een d e poSits repre se n t appro)[u na t e boundaries beh°.'een S!)II I}PCS. in-sllll , t he t ranSIti on ma y be gradual DR I LL R I G N O. 3 1 5 D ATE CO M P LET ED 8" 1 8" 08 ----'-'--'-------- JO B L"72, 070 WAT E R LEVE L OB SE R VA TI O N S V WH I L E DRILLING 5,5 ' \l AT END OF BOR I NG ___ --'-R"'o c: t a.::: r"'y_W'-'-=a-=-sh"---__ _ l' 2 4 HOURS Grouted Upon Comp l etion S O I L DESCRIPTION S Firm brown a nd gray clayey SAND and GRAVEL, damp (SC-GC) Firm brown a nd gray SAND , trace g r avel, damp (SP) \S-2: % G r ave l = 1 I % Sa nd = 95 % S ilt a nd C l av 4 S-5: % G r ave l = 24 % Sa nd = 72 % S ilt a nd C lay = 4 Firm gray SAND, so m e gra ve l , occas i onal Cobb l es, sa tur a t e d (SP) Firm g r ay SA N D, sa turat ed (SP) F irm g r ay s ilt y fin e to m ed ium SAND, sa tur a t e d (SM) S-9: (LL , PL, PI) = 28, 14 , 14 % G r ave l = 1 % Sand = 8 % S ilt = 59 % Clay = 32 Ve r y tou g h to h a rd gray sil t y CLAY , tr ace sand , trace grave l , moist (CL) Very tough to hard gray ve ry s ilt y CLAY , little sa nd , t rac e grav e l. occas i o n a l s ilt se arns , damp I CL-IVILl _ --' r a ge 1 of 3 Co OJ OJ '" z H OJ ;;! '" !3 (f) '" ° .., W '" W u ::i! Co (f) H 0 o " U 40 45 5 0 55 60 65 70 75 80 P RO ,IEC T I SFS I Z i o n Nucl ea r Power P l a nt CLIENT Sa rg e nt & Lundy, LL C BORING ,-1-=2-,-1 __ _ DATE S TARTED _-, 8 ,--1.:.: 8 ,--", 0 8 ,,--_ ELE VAT I ONS GROU N D SURFACE ___ 5.,.8.:.7'-', 1 _____ _ EN D OF BORI N G _--=4::: 8 ,, 7.:., 1'--___ _ Co "0 SAMP LE Y DRY zu N WC Qu DEPTH ELEV, NO. TYP E -42,0 545.1 -V -xl 11 SS 16-1 3,0 4.0' 124.7 25 --- -X l 1 2 SS 1 5-9.7 9.22 133.5 -3 1-34 -52,0 535.1 -1 3 SS 26-9,9 3.5' 50/3" --58,0 529,1 IX. 14 SS 17-29 5011" .. .. I X* 1 5 ss 27--:: 24-2 4 .-.......::: 68.0 5 1 9.1 --'" I X 16 SS 1 4-14 , 5 7,73 1 21.1 -; 17-20 -/: ---x l 17 SS 14-15.7 2,5' 1 18 , 3 23 --? -? -rt1 lxl 1 8 5S 16-13 , 3 6.23 124.0 1 6*18 ......J..1LI __ , .. DR ILL RIG NO , 3 1 5 01'/'510n hnes bel .. ce n depoSi t s represen t approx lln a!C bOllilda r ics bel\".ecn sOll lyp es. In-situ. til e tr anSition be gradual DATE CO MPL E TED 8-18-08 ---'-'-'-'- JOB L-72,070 WA T ER LE VEL OBSERVATIONS V W HI LE DR I L LIN G 5,5 ' '\! AT E N D OF BORING ___ __ _ ... 24 HOURS Grout ed Upon Completion SO IL DESCRIPTIONS very t o u gn t o ha rd g ray ve ry s ilty GLAY, lilli e sa nd , tr ace g r ave l , occas i o n a l s ilt sea m s, damp (CL-Ml) S-11 : (ll , Pl , PI) = 23 , 1 2, 11 % G r ave l = 5 % Sa nd = 2 0 % S ilt = 5 1 % C l a y = 2 4 Ve r y tou g h to h ard gray s ilt y C L AY, littl e sand , tra ce grave l , moi s t (Cl) Very tou gh to h ard gray ve r y s ilty C L AY, littl e sa nd, tr ace grave l , moist (Cl) D e n se t o ve r y d ense gray SA ND a n d GRAV EL , occa s i o n a l Co bbles a nd Bou l d e r s, sa turated (SP-GP) Ve r y t oug h to h a rd gray s ilty C L AY, little sa nd, trace grave l , moist (Cl) S-1 7: (l l , Pl , P I) = 25 , 1 2 , 1 3 % G r avel = 3 % Sa nd = 1 9 % Sil t = 5 1 % C l ay = 27 ----Pag e 2 o f 3 ,... '" '" u. z H '" i;! u. !3 Ul 3 0 .., '" "' '" U c' Ul H Cl " 00 PRO JEC T I SFS I Z i on Nuclear Power P l a nt CLIE NT Sarge nt & L undy, LL C BORI NG .:.1--=2:..:1'----- __ _ DATE S T ARTED _-, 8:.-.:.: 18:.-.:: 0:.8_ ELE VA TION S ___ _ E ND OF BORING _--=4 .. ___ _ ,... 00 SAMPLE Y DRY zu N WC Qu DEPTH E L EV. '" NO. .., TYPE 80 ---IX_ -19 SS 10-1 3.4 4.5+" -1 8-2 1 85 -87.0 500.1 --IX 20 SS 11-1 7.5 3.5' 26 90 ---95 -!X 2 1 SS 15-1 3.2 4.5+* 25 ---100 -10122 SS 20-10.3 4.5+" 29-37 ----10 5 -----11 0 -- - --1 1 5 -----1 2 0 " DRILL RIG N O. 315 D,VISion lines bell.cen deposits represen t approx lln atc b o umlMl cs beh':een 5011 t y pes. in-situ. the Ir anSI\l on may be gractl 1 at Ii &--131 DATE COMPLETED _-, 8:.-.:.: 18:.-..::: 0.:: 8_ JOB L-72,070 WA T ER LEVEL OBSERVATIONS V W HILE DRILLING 5.5 ' \l AT END OF BOR I NG ___ ---'R"'o"'t.::a:J ry'--W=a":'s"h __ _ T 24 H OURS Grouted Upon Comp l etion SO IL DESCR I PT I ONS Ve r y tOUgll t o Il ard gray s ilt y C LAY , liltle sa nd , trace grave l , moi st (Cl) Very tough t o h a rd gray very s ilty C LAY , little sand, occasiona l si lt sea ms, moist (Cl-Ml) End of Boring at 100.0' . Approx im a t e unconfined co mpr essive st r eng th based on m eas ur e m e nts with a ca lib rated pocket penetrome t er. Di edr ich 0-1 20 Truck R i g (#315) CME A utom a ti c H ammer Page 3 of 3 Boring I 1-20 1-21 EXYWIT Z5701-1 BORING LOCATION ZION .NUCLEARPo\¥ER PLANT ISFSI SITE #1 *. ,""'. 587.2 587.1 N DRAWN BY: TRP TESTING SERVICE CORPORA nON CHECKED BY: 457 EAST GUNDERSEN DRIVE . . * . (L .m J CAROL STREAM, ILLINOIS 60188 JOB NO.: L-72,070 1 OF 1 DATE: October 2008 ProjectslDeliverables1979802 _ crosshole.doc GEOPHYSICAL DATA REPORT CROSSHOLE SEISMIC RESULTS ZION NUCLEAR POWER PLANT ZION, ILLINOIS Preparedfor: TESTING SERVICE CORPORATION Carol Stream, illinois Prepared by: GEOTECHNOLOGY, INC. St. Louis, Missouri Geotechnology, Inc. Report No. 097980 2.851S September 1 5,2 008 GEO! ECHNOlOGY, IN C. E NGIN E ERING AND ENVIRONMENTAL S E RVICES SAINT LOUIS* COLLINSVILLE' KANSAS CITY September 1 5 ,2007 Mr. Darin Delaney Testing Service Corporation 457 East Gundersen Drive Carol Stream, lllinois 60188

Reference:

Geophysical Data Report Crosshole Seismic Results Zion Nuclear Power Plant Zion , llIinois

Dear Mr. Delaney:

0979802.85IS Presented herein are the results of the crosshole seismic test for the referenced site. This work was conducted in general accordance with proposal P14676.00.85IS dated July 31, 2008. Presented in this report is a description of the geophysical method and data plots. It is a pleasure to be of service to you on this project If you have any questions or comments, please contact the undersigned at (314) 997-7440. Very truly yours, GEOTECHNOLOGY, INC. Glen 1. Adams Senior Geophysicist GLAlDWL:gla/sjc Copies Submitted: (3) @p rifllf1don recyded pa p er Dougl . Lambert, P.G. Senior Project Manager-Geophysics 11816LACKLAND ROAD. SUITE 150' SAINT LOUIS. MISSOURI 63146

  • 314/997-7440
  • FAX: 314/997-2067 GEOPHYSICAL DATA REPORT CROSSHOLE SEISMIC RESULTS ZION POWER STATION ZION, ILLINOIS TABLE OF CONTENTS 0979802.85IS

1.0 IN1RODUCTION

.................................................. ............... ...................... .................... .. I 1.1 Site Description ....................... ..................... ........... .......................... .................... 1 1.2 Scope o f Work ............................. .......................................................................... 1 2.0 GEOPHYSICAL METI:lODOLOGY ................... ........................................................... 1 3.0 RESULTS ............................................................... ........................ : .................................. 1 ILLUSTRATIONS Site Location and Topography ....................... ..................... ............................. .............................. 1 P l an of Site and Boring Locations ............................... ..................... ........... ................................... 2 Re l ative Borehole Locations ..................................... ............ ............. .............................. ............. .3 Shear (S) Wave Velocity and Shear Modulus vs. Depth ........................................................ ...... .4 Compressional (P) Wave Velocity, Poisson's Ratio, and Young's Modul u s vs. Depth ............... 5 Summary Tab l e -Crosshole Results .................. ......................... ............... ............... ..................... 6 Source Boring Deviation ...................................................... ................................................. ......... 7 Geophone Boring I Deviation ................................. ................. ................................. .............. ...... 8 Geophone Boring 2 Deviation ............................ .................. ............... ............... .............. .............. 9 APPENDIX Limitations of Report ............................................. .......................... .................................. ............ A GEOPHYSICAL DATA REPORT CROSSHOLE SEISMIC RESULTS ZION POWER STATION ZION, ILLINOIS

1.0 INTRODUCTION

0979802.851S 1.1 Site Description. The site consists of an existing nuclear power plant near Zion, illinois. A site location map is presented on Plate 1. The crosshole borings were located approximately 900 feet soufu of fue switch yard within the plant perimeter fence, as shown on the site plan on Plate 2. 1.2 Scope of Work. The scope of work included mobilizing geophysical equipment and personnel to the site, conducting a crosshole seismic test, and processing/interpreting the data. The seismic data were processed, and shear and compressional wave velocities were calculated to detennine dynamic soil properties. The seismic data were plotted and the results are presented in this report. Engineering analysis or reco=endations based on this data are outside our scope of work. 2.0 GEOPHYSICAL METHODOLOGY The crosshole seismic testing method involves generating compressional (P) and shear (S) wave seismic energy at periodic depth intervals within a borehole and measuring the seismic wave travel-times at geophones situated at the source depth between two adjacent borehole s (per ASTM Standard D4428). The seismic wave arrivals at the geophones are transmitted through cables to the seismograph for digital recording. The data are interpreted by analyzing the differences in elapsed travel-time from the source to geophones. P-and S-wave velocities can be calculated for each depfu interval by analyzing the travel-time data. The distance between boreholes may vary wifu depth; fuerefore borehole deviation logging is conducted to adjust fue borehole separation distance wifu depfu for the velocity calculations.

3.0 RESULTS

Crosshole seismic testing was conducted using a source boring and two adjacent receiver (geophone) borings, indicated as Borings 1-20 (source), 1-20A (Geophone 1), and I-20B (Geophone 2), respectively, as shown on Plate 3. Crosshole data were recorded on 5-foot intervals throughout the depfu of fue borings. Due to a physical limitation of the crosshole equipment, data could only be co llected to a depfu of 97 -feet from the surface. The borings were cased to ========================c -!!! Testing Service Corporation September 15, 2008 Page 2 0979802.851S approximately 99-feet and the downhole equipment requires approximately 2-feet from the bottom of the casing to collect data. Seismic velocities calculated between the source boring and the two geophone borings are presented on Plates 4 and 5. A table of all tabulated values and velocities is presented on Plate 6. Plates 7 through 9 are plots of the deviation from vertical for the three borings used for the crosshole test. Due to the inherent noise in the earth, and lateral variations in soil velocities between the test borings, some variations in velocities were calculated between the two receiver holes. An average velocity is plotted on the crosshole data plots that allows a smoother fit to the data. Densities used for the moduli calculations were based on lab values provided by the client as wet uoit weights. @ Ill/nrad (In I,cycled paper NOTES Plan adapted from a 7.5 minute U.S.G.S. map for Z ion, illinois Q u adrang l e, last revised In 1993. 1 IN C. ENGINEERING NlD ENVIRONfwENTAlSERVICES ST. LOU IS* COUlNSV1lJ.E* KANSAS CITY Z i on Nucl ea r Power Plant Z i on , illinois PLATE 1 NOTES --. "

  • 1.:20 (SOURpe) : (GEQP H9NJ:! 1} 1-2 0 8 (GEOP HONE Z) 1. P l an adapted from an aeria l photograph courtesy of Goog l e Earth. LEGEND
  • Boring Location / I I ,.. V ., / t ' o 300 --600 ! SCALE IN FEET PLATE 2 10 8 6 4 2 *2 -4 .fl. *10 1_-------19.9811-------** .. 10.5 II 2 4 6 SOURCE 9.48ft 8 10 12 14 16 18 20 22 GEOPHONE1 GEOPHON E 2 ----------

IN C. ENGINEERING AND ENVIRONMENTAl.. SERVI CE S ST. LOUIS* COLlJNSVIUE. CITY Z ion Nuclear Pow e r Plant Z ion. Illinois PLAT E 3 Shear Wave V elocity (!psi 0 300 600 900 1200 1500 1800 2100 0.0 5.0 ---,.1>>- 10.0 .. +tJ"-:--* ---:-----i---- 15.0 20.0 25.0 ---.... ____ . __ 4-____ I-___ ___ _ 30.0 I 1 I I I I 35.0 _ 40.0 5. 450 J:

  • is.. SO.O a 55.0 60.0 ---.... ----l-------at-------.... ----+----1-... t----... ----65.0 I I I I I I 70.0 75.0 ---,----{-----:----{-.o-:----,----80.0 ._-85.0 90.0 95.0 -- ---:------------+ ----1-----i t'"" ----4 ----I.VS (S-Gl) .VS(S-G2) DVS e AVERAGEVS I Soil DescripUoo Sand SiR Clay 0 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 _ 40.0 S 450 .c . 15. so.o 55.0 SO.O 65.0 70.0 75.0 80.0 85.0 90.0 95.0 Shear Modulus (Ksi l . 20 40 60 80 __

+-:-------l-------+ -------

1--------4" -----+-------, , ,

:--------.. ---i --------------[--------{--

.+--------------:-------l---+---+-------

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.. ------7 --------_____ ___ , , ,

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:-----+l-------+ --------------!--------!$ -----+-------INC. ENGINEERING AND ENVIRONMENTAl..

SBMCES ST. LOUIS* COWNsvtL1.E* KANSAS CITY Z i on N uc l ear Po w er P l a n t Z i on, Illi no i s COMPRESSION (P) Waw V e locity (fp s) 1000 2 000 30 00 4000 5000 6000 0.0 I I 5.0 10.0 1 5.0 2 0.0 25.0 3 0.0 35.0 _ 40.0 S 450 . ii 5 0.0 2l 55.0 60.0 65.0 70.0 75.0 80.0 85.0 90.0 95.0 I I I I ----,-----,------r-----T------4i-ef-----I ______ L.. _____ .L ____ _ I I I I I I I I

.,------r------1" ---------C .. 1-&:'--.-----:------+ ----------+

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1 ----3-:---.-:------i-----------{-

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... ---_____ l _____ J ______ L _____ L [ .VP (S-G 1) -.W(5-G2) ow .AVERAG E W I Soil Descr1ption Sand S ilt C lay Po ss l o n's Ratio and Young's M o dulus (193 ksl) 0.000 0.100 0.200 0.300 0.400 0.5 00 0.0 +1--I--!---+---:- "1 5.0 10.0 15.0 20.0 25.0 30.0 ----r -----+ -----+\------:------.:=---r -----+--------.. ----__ :1 __ L._ ----+ ------I -+ __ -_1_ ----I I I I _____ L._= ___ + _____ -I ___ 1 I I I --------T ------1------I" ---g 35.0 ,5 40.0 ! 45.0 CD 50.0 :g 55.0 60.0 m 65.0 70.0 ---------t ------t -----*,-----75.0 .... 60:0 .... ---85.0 -----t-i:'!---+ ----------+-----I I I I 90.0 -----I:::-----T-----'-----.,--+--95.0 . -----I Poisson's Ratio I

  • Y ClUng's Modulu s INC. ENGINEERING AND ENVIRONM:NTALSERVICES sr. LoutS* COlUNSVlUE*

KANSAS arv Z ion Nuclear Power Plant Zion, Illinois DEPfH (FT) S H EAR VELOCITY P-W AVE V ELOC I TY U NI T WE I GHT SHEAR M OD U LUS PO I SSO N R A T I O Y OU N G'S M OD U L U S (AVERA GE. FTfSEC) (AVERAGE FT/SEC) (LBICU FT) (KS I) (K S I) 5 455 836 1 28 575 029 1483 10 752 1865 128 1573 040 44.13 1 5 802 1890 128 1788 039 497 1 20 807 1 590 1 28 1798 033 4771 25 866 1 609 128 20.84 030 5 4.01 30 1 246 2030 130 43.81 020 1 04.9 1 35 1 159 2379 109 31.75 034 85.38 40 1 371 2921 120 4895 036 1 3302 45 1 420 4263 131 5736 044 16 4.92 50 1371 2970 124 5059 036 1 38.06 55 1272 3360 124 43.52 0.4 2 1 23.29 60 11 84 3230 118 3590 042 102.12 65 1066 2839 107 26.39 0.42 74.85 70 1181 2806 115 3476 039 9686 75 1 390 289 0 1 1 4 4776 035 1 2896 80 1528 4 208 131 66.37 0.42 169.04 85 1 302 3073 127 46.70 0.39 1 29.88 90 1193 3963 115 35.54 045 1 0306 95 1304 5448 115 4246 047 1 2 4 8 1 97 1 279 52 0 0 1 22 43.34 047 1 2723 Drawn By: SLC C k'dBy: eM Dais; 011-1 5-08 Dais; 1 Iisio 8 .GEOTECHNOLOGY'N C. ENG I NEERI N G AN D ENVJRON MENT AL SERVICES ST. LOU I S. COW N SVIU.E. KAN SAS C ITY Z ion Nucl ea r Pow e r Pl a nt Zion, Illinois

SUMMARY

TABLE

  • CROSSHOLE RESULTS I PLAT E 6 -----

--* n --nn e-..... Cl .!: .... .t 0 -:: .0 *2 0 1 0 2 0 3 0 40 5 0 z n _n OV . -Eastlng (ft) D ra wn By: S LC Ck"d By: Ct.t App'vd .... /g." D ate: rlm'R ST. LOUIS. COUJNSVILlE* KANSAS CITY Z i o n Nu clea r Power P l an t Z i o n, illin o i s ctn I ID"" ..... n , I lun PLATE 7

  • t , "'" * ..... II: ..... :E :; 0 . I 1:: -.0 -4 .0 0 -1.0 0 1 0 20 30 40 50 0 Z
  • n "n * '" East in g (ft) Drawn By: SLC Ck'dBy: 6'U App'Vd Date:'}1dO;>

-. AND sr. LOUIS* COWNSVIUE* KANSASQTY Z ion Nucl ea r P ow e r Pl a nt Z ion, illinoi s ---.j ::.::;;_ ...... ,II UN PLATE 8 An '>" 'In n iE' -CD .e = 1::: 0 0 -4 0 .0 -;; .0 -1 0 00 1 0 20 30 40 50 z . " '>" In A " East l ng (ft) Drawn By: SLC Ck'd By: (,'Z-? . App'vd Date: I D ate: "II<!"" I I ... ",. I T IN C. ENGiNEERING AND ENVIRONMENTAL SERVICES ST. LOUIS. COWNSVILLE* KA.NSAS arv Zi on Nucl ea r P oW e r P l a nt Zi on, illinois 2 .. ,ll un P LATE 9 APPENDIX A LIMITATIONS OF REPORT GEOPHYSICAL SERVICES LIMITATIONS OF REPORT 1. This report was prepared for the exc lusiv e use of the owner, architect, and engineer for evaluating the project as it relates to the technical aspects discussed herein. It can be made available to prospective contractors for information on factual data only and not as a warranty of subsurface conditions included in this report. Unless other contractual agreements were made, the services described in this report were carried out in accordance with the Terms for Geotechnology's Services which were attached to the proposal.

2. Geotechnology endeavored to perform the crossho l e seismic geophysical survey in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same geographical area. The findings and conclus ions stated herein must be considered not as scientific certainties, but rather as professional opinions concerning the significance of the limited data gathered during the course of the survey. No warranty, express or implied, is made. 3. The geophysical analyses and conclusions contained in this report are based on the site conditions, project layout, sampling interval, geophysical data, and interpretive procedures described herein. Geotechnology can make no interpretation of underground conditions beyond the test location.

Geophysical exploration methods are indirect and potentially influenced by a variety of natural or man-made conditions. The resulting interpretations are based on the quality of the recorded data as limited by site conditions Revised 03/09/04 Stdparl9798crosshole.do c TESTING SERV I CE CORPORATION 457 Eas t Gund e r s e n Drive C LI ENT: PROJECT: Sa r gen t & Lund y, L LC 55 Eas t Monroe S t reet C hi cago, I L I SFS I Projec t Z i o n Nucl ea r power Plant Z i on, IL Caro l Stream , 111inois SO IL TEST DATA LOCATION BOR IN G NUMBER 1-20 1-20 SAMP LE NUMBER 2 7 DEPT H IN FEET 3.5 -5.0 16.0 -1 7.5 HRB CLASS I F I CAT I O N & GROUP INDE X UNI F I ED CLASS IFI CAT I ON SP SP GRA IN SIZE CLASS I FICATION GRADAT I ON -PASS IN G 1" S I EV E % GRADAT I O N -PASS IN G 3/4" S I EVE % 100 1 00 GRADATION -PASSING 3/B" S I EVE % 95 99 GRADA TI O N -P ASS IN G # 4 SIEVE % 92 95 GRADAT I ON -PASSING # 10 S IEV E % BB 9 1 GRADAT I O N -PA SS IN G # 40 S I EVE % 79 71 GRADAT I O N -PASSING # 100 S I EVE % 1 4 B GRADA TI ON -PASS IN G # 200 S I EVE % 6 4 SA N D AN D GRAVE L % 94 96 S IL T OR S IL T AND CLAY COMB INED % 6 4 CLAY % <<0.002 MM) LIQUID LIMIT % PLAS TI C LIMIT % PLAST I CITY I NDEX % NATURAL MOISTURE CONTENT % DRY UN I T WE I G HT pH 9.26 SOLUB LE C HLORID ES <50 SOLUB LE S ULF ATES <1 50 ORGAN I C L-O-I % CONTE NT WET COMB U ST I O N % 1-20 12 2B.5 -30.0 C L 1 00 99 97 95 B5 77 73 27 52 2 1 22 11 11 11.0 1 29.9 TSC Job N o. L -72,070 Sep t e mber 9, 2008 1-20 1-20 22 32 53.5 -55.0 7B.5 -BO.O C L C L 1 00 99 99 97 10 0 92 9B BB BB B4 73 16 27 50 73 3 4 3 1 17 1 2 10 1 9 7 13.4 10.7 12 3.7 130.7 TES TI NG SE R V I CE CO RP ORATION 457 East G un d e r se n Drive C LIENT: Sa r ge nt & Lund y, LL C 55 East M o n roe S tr ee t C hi cago, IL PR OJ E C T: I S F S I Pr o j ect L OCA TI O N BOR IN G NUMB E R SA MPL E NUMB E R DEPT H IN FEET Z i o n Nu c l ear p owe r Pl a nt Z i o n , IL H RB CLASS IFI CA T IO N & GRO U P IN DEX UNI F I ED CLA S S I F I CA TI O N U N CO NFINED COMPRESS I VE S TREN G TH (TSF) GRADA n ON -P ASS IN G 1" S I EVE % GRADA TI O N -PASS IN G 3/4" S I EVE % GRADA TI O N -P ASS I NG 3/8" SIEVE % GRA D A TI O N -P ASSI N G # 4 SIEV E % GRADA TI O N -PASS IN G # 10 S I EV E % GRADAT I O N -PASS IN G # 40 S I EVE % GRADAT I O N -PASS IN G # 1 00 S I EVE % GRADAT I O N -P ASS IN G # 20 0 S I EVE % SAND A N D GRAVEL% S I LT OR S I L T A ND CLAY COMBI N ED% CLAY % <<0.0 0 2 MM l LI Q UI D LI MIT % PLAST I C LI M IT % PL A S TI C IT Y IN DEX % N AT U RAL M O I ST U RE CO N TE NT % DR Y UNIT W EI G HT p H SOLUBLE C HL O RID ES Caro l S t rea m , Illi no i s SO I L T EST D A T A 1-2 1 1-21 2 5 SP SP 86 86 1 00 79 99 7 6 99 7 1 96 62 9 7 4 4 96 96 4 4 9.11 <50 SOL U BLE S ULF AT E S <1 50 ORGA NI C L-O-I % CO NT E NT W E T CO M B U S TI O N % NP -N o t P o ssi bl e 1-2 1 9 C L 5.41 10 0 99 98 95 92 91 9 59 32 28 1 4 14 1 2.7 1 22.7 T SC J ob N o. L -72,07 0 Se pt e mb e r 9, 2 0 08 1-2 1 11 C L N P 1 00 98 95 93 8 5 79 76 25 5 1 24 23 1 2 11 1 3.0 1-2 1 1 7 C L N P 100 98 97 96 89 83 78 22 5 1 2 7 25 1 2 11 3 1 5.7 1 2 4.7 11 8.3 oc z w "i 6 '" u.s. SIEVE OPEN I NG I N I NCHES I U.S. S I EVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 4 1/2 3/8 3 4 6 81014162030405070 1 00140200 100 I I I I I I I 90 ----. 80 70 60 50 40 30 20 \ \ 1 0 , \ 0 1 00 1 0 1 0.1 0.0 1 0.001 GRA IN S I ZE IN M ILLI METERS GRAVE L SA N D S I L T OR C L AY COBB L ES coa r se fin e coarse m ed i um f i ne SPEC IM EN I DE NTI F I CAT I O N S I E V E % P A SS SO I L CLASS I F I CAT I O N Bo ri ng: 1-20 3 inch 1 00 Brown SAND, tr ace s il t, c l ay a n d grave l Samp l e: 2 2 1 00 (SP) 1 1/2 100 1 100 %GRAVE L %SAND %S I LT %CLAY N OTES: 3/4 100 8 86 (6% Com ined) 3/8 95 #4 92 #1 0 88 # 40 79 # 1 00 14 # 200 6 PRO J EC T I SFS I Z i o n Nu c l e ar Po w e r P l a n t JOB N O. L-72, 0 7 0 L OCA TI O N Z i o n, Illin o i s DA T E Se pt e mb e r 8, 2 00 8 '-LU SO I L DAT A S H EET Test in g Se rvi ce Co rp o r a ti o n Caro l S t ream, I L 60 1 88 u.s. SIEVE OPEN IN G IN IN C H ES I U.S. S I EVE NUMBER S I HYDROMETER 6 4 3 2 1.5 1 "4 112 3/8 3 4 6 81014162030405070100 1 40200 100 I I , T I I I I I "'-I'---< 90 " 80 70 60 50 40 30 20 10 \ , 0 100 10 1 0.1 0.0 1 0.001 GRA IN S I ZE IN M ILLIMETER S I I GRAVE L SA ND S ILT ORCLAY COBB LE S I co arse I fin e coa r se m edium fin e SPECIMEN I DENT I FICATION S I E VE % PASS SOIL CLASSIF I CATION Boring: 1-20 3 inch 100 Brown SA ND, Ir ace si ll, c l ay an d gravel Sa mp l e: 7 2 10 0 (SP) 1 1/2 1 00 1 1 00 %GRAVEL %SA NO %S ILT %C LAY NOT ES: 3/4 10 0 5 91 (4% Com ine d) 3/8 99 #4 95 #10 9 1 #40 71 # 100 8 # 200 4 PROJECT ISFS I Z ion Nuclear Pow e r Plant J OB NO. L-72,070 LO CAT I O N Z i on, Illinois DATE S ep tember 8, 2008 I-<U SO IL DATA SHEET Testing Service Corporation Caro l S tr eam, IL 60188 " " z w '3 6 00 l,J.S. SIEVE OPENING IN INCHE S I U.S. S I EVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 4 112 3/8 3 4 6 81014 1 62030405070100140200 100 I I T I I I I t-90 .f'--80 70 60 " t 50 1\ "\ 40 30 20 'I'-.. 10 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN M I LLIMETERS GRAVEL I SAND J S IL T OR CLAY COBBLES coarse fine Icoarse medium fine I SPEC IM EN I DENT I FICAT I ON SIEVE % PASS SO I L CLASS I F I CATION Boring: 1-20 3 inch 100 Gray silty CLAY, some sand, trace grave l Samp l e: 12 2 100 (Cl) 1 1/2 100 1 100 %GRAVEL %SAND %SILT %CLAY NOTES: 3/4 100 3 24 52 21 3/8 99 #4 97 #10 95 #40 85 # 100 77 # 200 73 PROJECT I SFSI Z i o n Nuclear Power P l ant JOB NO. L-72,070 LOCATION Zion, Illin o i s DATE September 8 , 2008 1-ZU SO IL DATA SHEET Testing Serv i ce Corporation Caro l Stream, IL 60188 u.s. S I EVE OPEN I N G IN I NCHE S I U.S. S I EVE NUM B ER S I H Y DR O METER 6 4 3 2 1.5 1 4 11 2 3/8 3 4 6 8 1 0 14 16 20 30 40 50 7 01 00 14 0200 1 00 I I * , f-l, I ----90 80 "---* \ 70 60 \ 50 40 " 1\ 30 "'---20 1 0 0 1 00 1 0 1 0.1 0.0 1 0.001 GRAI N S I ZE IN M ILLI METER S GRAVE L SA N D S ILT ORC L AY COBB L ES coa r se fi ne coarse m ed iu m fi ne SPEC IM EN I DE N T I F I C A T I O N S I E V E % PASS SO I L CL A SS I F I CAT IO N Bo ri ng: 1-2 0 3 in c h 100 Gr ay s il ty CLAY, l i ttl e sand, t r a c e g r ave l Sa m p l e: 22 2 10 0 (Cll 1 1/2 1 0 0 1 1 00 %GRAVEL %S AND %S IL T %CLAY NOT E S: 3/4 1 00 1 1 5 50 34 3/8 9 9 #4 9 9 #1 0 97 #40 92 # 1 00 8 8 # 200 84 PROJECT I SFS I Zion Nu c l ea r Po w er P l an t J OB N O. L-72 ,0 7 0 LOCA TI O N Z ion, Illin o i s DA T E Se pt e mb e r 8, 2 00 8 ,-.u SO IL D A T A S H EET Test in g Serv i ce Co rp o r a ti o n Ca r o l S tr ea m , IL 60 1 88 U.S. S I EVE OPE NI N G I N I N C H ES I U.S. S I E VE NUM B E RS I HYD RO MET ER .6 4 3 2 1.5 1 3/4 1/23/83 4 6 8 1 0 1 4 1 6 20 30 40 50 70 1 00 1 40200 1 0 0 I I I I I I I I ,'-.., "'-9 0 " 8 0 \ 7 0 6 0 50 40 3 0 20 10 0 100 1 0 1 0.1 0.0 1 0.001 GRA IN S I ZE IN M I L LI ME T ERS G R AV E L S AND S IL T OR C L AY C OBBLE S c oa r s e fine c oars e m e di u m fin e SP E C IM EN I DE NTI F I C A T I O N S I E V E % P ASS SO I L CL A SS I F I CAT I O N B o rin q: 1-2 0 3 i nc h 10 0 G ray s ill y C LAY, s om e sa nd (C l) S amp l e: 32 2 100 1 1/2 100 1 1 0 0 %G RA VE L %SA N D %S IL T %C LAY NOTES: 3/4 10 0 0 27 (73% C orr b in e d) 3/8 1 00 #4 100 #1 0 100 # 40 98 # 1 00 8 8 # 200 73 PRO J E C T I SFS I Z i o n Nu cle ar P ow e r P l a n t JOB N O. L-7 2 ,0 7 0 L OCAT I O N Z ion, Illin o i s DA T E Se pt e mb er 8, 2 008 '-LU SO IL D ATA S H E E T Tes tin g Se rvi ce Co rp o r at i o n Caro l S tr ea m , I L 60 1 88 u.s. S I EVE OPE NIN G IN I NCHES I U.S. S I EVE NU MBERS I H YDROMETER 6 4 3 2 1.5 13/4 112 8 3 4 6 8 10 14 1 6 20 30 40 50 70100140200 10 0 I I . I I 90 80 70 60 50 40 30 20 1 0 '\ 0 100 10 1 0.1 0.0 1 0.001 GRA IN S I ZE IN MILLIMETERS GRAVE L SA ND S IL T OR C L AY COBB LE S coarse I fin e coarse med ium fin e SPEC IM EN IDENTIFICATION S I E V E % PASS SO I L CLASS I FICAT I ON Bor in g: 1-2 1 3 inch 100 Brown SA N D, tr ace s ilt, clay and g rav e l Sa mple: 2 2 1 00 (SP) 1 1/2 100 1 1 00 %GRAVE L %SA ND %S ILT %CLAY NOT ES: 3/4 1 00 1 95 (4% Com in e d) 3/8 1 00 #4 99 #10 99 # 40 96 # 100 9 # 200 4 PROJECT ISFS I Z i o n Nuclear Powe r P l a nt JOB N O. L-72, 0 70 LOCATION Z i on, Ill i noi s DATE Septe mb er 8, 2 008 '-L' SO I L DATA SHEET Test ing Serv i ce Corporation Caro l St r eam, IL 60188 U.S. S I EVE OPE NIN G IN I N C H ES I U.S. S I EVE NU MBERS I H Y D ROME T E R 6 4 3 2 5 1 314 11 2 318 3 4 6 8 1 0 1 4 1 62030405070 1 00 14 0200 1 0 0 I \ I I I I I I I 90 I-8 0 ."" .1"----..... 70 60 II 50 40 30 20 10 1\ 0 100 10 1 0.1 0.01 0.001 G RA IN S I Z E IN MILLIMETER S GRAVEL SA ND S IL T OR C LAY C OBBLE S coarse fine c oarse medium f in e SP E C IM EN ID E NTIFICATION S I E V E % PASS SOIL CLA S S I F I CAT ION BorinQ: 1-21 3 in c h 1 0 0 Light brown SA ND , so m e gr a v e l , Ir ac e s ill S amp l e: 5 2 10 0 and c l ay (S P) 1 1/2 100 1 8 6 %GRAVE L %SA ND %S ILT %CLAY NOTES: 3/4 8 6 24 72 (4% C om in e d) 3/8 79 #4 7 6 #10 7 1 #40 6 2 # 100 7 # 2 00 4 PROJECT I SFS I Z ion Nuclear Power P l a nt JOB NO. L-72 , 070 LOCATION Z ion, Illin ois DATE Septembe r 8, 2 008 '-L' SO I L DATA SH E ET Testing Service Corporat i on Carol Stream, I L 601 8 8 u.s. S I EVE OPE NIN G IN IN C H ES I U.S. S I EVE NUM BERS I HYDROMET ER 6 4 3 2 1.5 1 3/4 1/2 8 3 4 6 8 10 14 16 20 30 40 50 70 1 00 1 40200 100 I I I I I I r--.. 90 r-.--.. "\ 80 * \ 70 \ 60 50 40 1\ \ 30 "-20 10 0 100 10 1 0.1 0.01 0.001 GRA IN SIZE IN MILLIMETER S GRAVEL SAND S ILT OR C LAY COBBLES coarse 1 fine coarse medium fine SPEC IM EN IDENTIFICATION S I E V E % PASS SOIL CLASSIFICATION Bor in g: 1-2 1 3 inch 100 Gray s ilt y C L AY, tr ace sa nd and grave l Samp l e: 9 2 100 (Cl) 1 1/2 100 1 100 %GRAVEL %SA NO %S IL T %CLAY NOTES: 3/4 1 00 1 8 59 32 3/8 1 00 #4 99 #10 98 #40 95 # 100 92 # 200 91 PROJECT ISFSI Zion Nuclear Power P lant JOB NO. L-72,070 LOCATION Zion, Illinois DATE Septembe r 8, 2008 1-[1 SO IL DATA S HEET Testing Serv ic e Corporat ion Caro l S tr eam, IL 60188 u.s. S I EV E OP EN I N G I N I N C H ES I U.S. S I EV E NUM BERS I H YDROMETER 6 4 3 2 1.5 1 11 4 1123/83 4 6 8 1 0 1 4 1 6 20 30 40 50 70 1 00 140 200 1 00 I I * 'i--I I I I I 90 .1'--8 0 "'----7 0 6 0 \ 5 0 I' "\ 40 30 .. 20 ". 1 0 0 1 00 10 1 0.1 0.01 0.00 1 G RA IN S I ZE IN M ILLI METER S I I GR A VEL I SA N D I S IL T OR C L AY CO BB L E S I co a r se fi ne I c o ars e med iu m I f i n e I SPEC IM EN I D E NT I F I CAT I O N S I E V E % PASS SO I L CLASS I F I C A T I O N Bor i ng: 1-2 1 3 i n c h 100 G ray s i lty C L A Y, l i ttl e sa nd , t r a ce gra ve l Sa mp l e: 11 2 1 00 (C l) 1 1/2 10 0 1 100 %G RA V E L %SA N D %S IL T %CLAY N OT E S: 3/4 100 5 2 0 51 24 3/8 98 #4 95 #1 0 9 3 -# 40 85 # 1 00 7 9 # 200 76 PRO J E C T I SFS I Z i o n Nu c l ear P owe r P l a nt J OB N O. L-72 ,0 7 0 LOCAT I O N Z i o n , Illin o i s D A T E Septe m be r 8 , 2 00 8 I-L I S O I L DATA SH E ET Te s tin g Se rvi ce Co r po r at i o n Ca ro l St r eam , IL 6 0 1 8 8 U.S. S I EVE OPEN I N G I N I N C HE S I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 4 11 2 3/8 3 4 6 81014162030405070 1 00140200 100 I I . "l-I I I I I 90 1"1"-80 70 ... 60 '\ 50 40 " f\ 30 '. 20 1 0 0 1 00 1 0 1 0.1 0.0 1 0.00 1 GRA IN S I ZE IN MILLI METERS GRAVEL SA ND S IL TOR C L AY COBBLES coarse fin e coarse med i um f i n e SPEC IM EN I DE N T I F I CAT I ON S I E V E % P A SS SO I L CL A SS I F IC A TI O N Bor i ng: 1-2 1 3 i nch 100 Gray s ilt y CLAY , littl e sa n d, t race g r ave l Sa m p l e: 17 2 100 (eL) 1 1/2 100 1 100 %GRAVEL %SAND %S I LT %CLAY NOTES: 3/4 100 3 1 9 5 1 27 3/8 98 #4 97 #1 0 96 #40 89 # 1 00 83 # 200 78 PRO J EC T I SFS I Z i o n Nu c l ear Powe r P l a nt JOB N O. L-72,07 0 L OCAT I O N Z ion , Illin ois DATE Sep t e m be r 8 , 20 0 8 1-'" SO IL D A T A S H EET Tes ting Se rvi ce Co rp o r a ti o n Caro l Stream, I L 60 1 88 First En vironmental Laboratories, Inc. IL ELAP / N ELAC A cc r e dit ation # 100 292 1600 S h ore Road* N ap e rvill e , Illin oi s 60563

  • Phon e (630) 77 8-1 20 0
  • Fax (63 0) 778-1 233 September 03, 2008 Mr. Darin Delaney TESTING SERVICE CORP. 360 So, Main Place Carol Stream, IL 60188 Proj ec t lD: 72070 First E nvironmental File ID: 8-3902 Date Received: August 27, 2008

Dear Mr. Darin Delaney:

The above referenced project was a nalyzed as directed on th e enclosed chain of custody record. All Quality Control criteria as outlined in th e methods and current IL ELAPINE LAP have been m e t unle ss ot h e rwis e not ed. QAlQC documentation and raw data will remain on fi l e for future reference. Our accreditation numb er is 100 292 and our current cert i ficate i s number 002045: effective 05/14/08 through 02/28/09. I thank yo u for the opportunity to be of service to you and look forward to working with you again in the future. Shou l d you h ave any question s r ega rding any of the e nclo sed ana l yt ical data or n eed additional informati o n , pleas e contact m e at (630) 778-1200. Project Page lo f4 First Environmental Laboratories, Inc. IL ELAP / NELAC Acc r e di ta ti o n # 100292 1600 S h o r c R oad* N ap e r v ill e , Illin ois 6 0 563* Phon c (63 0) 778-1 2 00* Fax (63 0) 778-1 233 Case NalTative TESTING SERVICE CORP. Project ID: 72 0 70 Fir s t E nvironmental File JD: 8-3902 D ate Received: August 27, 2 008 I Ftagl Des cr iplion I Ftag I D escriplion < Anal y l e not det ec t e d at or ab o v e th e repottin g limit. L+ L eS r ecove r y oll t s id e co ntrollilllil s; hi g h biil S. D Ana l y tc dete c te d in associa t ed m e thod blank. L-L eS r ecove r y out s i de control l i mil s; low bia s. C Id enti fi ca ti on co n fillned b y GC/MS. M MS r ecovery out s ide co nlrollimil s; LeS acceptable. D Surrogates dilut e d o ut; recov e ry not availabl e. M+ MS r e covery ollt s id e co nlrollimit s hi g h bia s; L eS acceptabl e. E E s timated re s ult; co n ce nt ration excee d s ca li brJ li o n ran ge. M-MS recove ry o llt si d e c o ntr o l limit s low bia s; L eS acceptable. F Fi e ld measurem e nt. N Ana l y t e is 11 0 t pmt of a liI' NE LA C accreditation. G S urr ogate recovcry outs id e co nt ro l limit s; matri x effec t. 1-1 Analysis or extraction holdin g tim e exceedcd. E s timat e d r es ult; conce ntrati o n i s le ss than c alib rang e. K RPD o ut s ide co ntr o l l imit s. R o utin e Reportin g Limit (Low es t amount that can b e RL det ec ted when routin e weight s/vo lulllcs a r e u se d without di luti o n.) NO Analyt e was not d e t ec tcd usin g a librar y searc h routine; No calibration s tandard wa s ruml yzc d. P C h e mi ca l pre se l vation pH adju s t e d in lab. Q 'lll C ana l y te was d c t e nnined by a GC/MS dattlba se se ar c h. S T Analyt e was sub-contrac t ed to anot h er lab o rat o r y for anal ys i s. Sa mpl e t e mp e ratur e up o n receipt exceeded 0_6°C \V Rep or ting limit e l ev ated due to sa mple matrix. All quality co ntr o l criter i a, as outl in ed in the m ethods, have been met except as noted below or o n the foll o wing analytical rep o rt. Sample Batch Com m e nt s: Samp l e acceptance criter i a were m et. P age 20f4 First Environmental Laboratories, Inc. IL ELAP / NELAC Ac cr e ditnti o n ll [00 2 9 2 1 600 S h o r e Rand* N ap e r v ill e, I ll inoi s 60563* Phon e (63 0) 778-1 2 00* Fax (630) 778-1233 C licnt: Ana l ytica l Report TESTfNG SERV I CE CORP. Project ID: 72 0 7 0 Sa lll pie ID: 1-20 S-2 S ample N o: 8-3902-00 I Analyte C hloride , So lubl e A n alysis D ate: 09/03/08 C hl o rid e, Solubl e S ulfate, Soluble Analy s i s Date: 09/03/08 Su l fa t e, Soluble pH@2 5°C, 1:10 Analysis Date: 08 128/08 1 3: 3 0 pH @ 25°C, I: I 0 Result Method: 4500CL,C < 50 Method: 4500S04,E < 1 50 Method: 45 00H+B 9.26 Date Co llected: 08/27/08 T illie Co ll ec ted: 10:0 0 Date Received: Date Reported: R.L. Units 50 m g/kg I SO m g/kg Units 08/27/08 09/0 3/08 F lag s P age 30f4 First Environmental Laboratories, Inc. IL ELAP I NELAC Accr e dit at ion # 100 2 92 1600 S hor e Road* Nape r v ill e, Illin ois 60563* Phon e (630) 778-1 2 00* Fa x (630) 778-1233 Client: Analytical Report TESTING SERVICE CORP. Project ID: 72070 Sa mpleID: 1-2 1 S-2 Sample No: 8-3902-00 2 Analyte Chloride, Soluble Analy s i s Date: 09 1 0 3/08 Ch l o ride , Soluble Sulfate, Soluble Analysis Date: 09 1 03/08 Sulfate, Soluble pH @25°C, 1:10 Analysis Date: 08/2 8/08 13 :30 pH @ 25°C, I: 1 0 Resnlt Method: 4500CL,C < 50 Method: 4500S04,E < 150 Method: 4500H+B 9.11 Date Collected: Time Collected: Date Received: Date Reported: R.L. Units 5 0 mglkg 150 m glkg Units 08/27/08 10:00 08/27/08 0910 3/08 Flags Pag e 4 o f4 .. First Environmental Laboratories, Inc. First Environmental Laborato ries 1600 Sho re Road, Suite D Nape r ville, Illinois 60 5 63 Phone: (6 30) 778-1200* Fax: (630) 778-1233 E-mail: firstinfo@firstenv.com !EPA Certification

  1. 100 292 Project 1.0.: 1201 0 P.O.#.: Matrix Codes: S = S o il W=Water 0= Other DatefIime Taken Sample Description

FOR LAB US E ONLY: r f Coo ler Temperature

Yes_ N/ I) s: ' Q C Received w i thin 6 hrs. o f co ction: __ _ Ice Presen t: Yes_ No CHAIN OF CUSTODY RECORD Pagc __ of __ pgs Name: Streel Add r ess: City: State: Z i p: Phone: Fax: e-mail: Send Report To:... Via: Fax 0 cornall 0 Sampled By: ,I I 1/1 I h i 7 Analyses Matrix Co mmen ts Lab LD. B-] 5 -------------_ .. --Sample Refrigerated

Yes_ No_ Containers Received Preserved: 0 No Refrigerator Temperature:

___ 'C 5035 Vials F ro ze n: Yes_ No_ Freezer Temperature: ___ 'C Notes and Specia l Instructions: ______________ ______________________________________ _ Relinquished By: r j ), .A? DatefJlme Q-2.t-6:':1 <? z.' 3 ., Rece ived By: I -j..----0 \, ../ DalefJlme v { v 'I II v '-" ( Relinquished By: DatefIime Received By: r Date!Time ___ 1 ________ _ Rc\'.-'lOIl}}

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