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Revised Slope Stability Analysis of Shore Barrier,Enrico Fermi Atomic Power Plant,Unit 2,810610
	ML20009B242
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Site:	Fermi
Issue date:	06/10/1981
From:	Decator J, Hunter M, Street W; DETROIT EDISON CO.
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	NUDOCS 8107150147
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{{#Wiki_filter:, /^N d DESIGN CALCULATION APPROVAL SHEET ENRICO FERMI UNIT ' DC No. 886 Rev. A PIS No. Y13-01 147 No. of Pages Title SIDPE STABILITY ANALYSES OF THE SHORE BARRIER Description of Revision 1-Dommentaticn of soil characteristics, 2-Translatory slide check, 3-effect of phreatic surface and cerched water. {//C /g/ M. L. Hunter MM Date Assigned Engineer _, C py_ N ( Second Engineer a. p_ oc- ;=

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Date \\C bv bk Approved by: ,jjf Supervising Engineer W. M. Strmt. P.E. W4 Date 7 - ' C - 81 YYk, EL ' I ~. /jj l 8107150147 810713 PDR ADOCK 05000341 A pop

O SLOPE STABILITY ANALYSIS OF THE SHORE BARRIER ENRICO FERMI ATOMIC POWER PLAST UNIT 2 JUNE, 1981 D O 6 Y. Uh AwwsM - a __ __---a- ---m-u ._.-mu-.-..._ mmm -mm -.m._a mas .w es eum 'M

~ O t INDEX f r Page Statement of Problem 1 Assumptions l Method of Analysis 3 Soil Description 4 Analysis 7 1 2 Summary of Analysis 27 Conclusion 31 Appendix A - Soil Borings 32 ' Appendix B - Troxler Test Results for Clay Seal 39 I Appendix C - CBP Test Results for Clay Seal 71 i Appendix D - Unconfined-Compression Test l Results at Elevation 568 Ft. 80 Appendix E - Unconfined Compression Test Results at Elevation 562 Ft. 114 Appendix F - EF-2 FSAR, Vaolum 1, Table 2.5-5 138 Appendix G - Sliding Wedge Analysis 139 References 147 O

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STATEMENT OF PROBLEM To perform a stability analysis to determine the factot z safety against sliding for the shore barrier for the Enrico Fermi Atomic Power Plant Unit 2. e r I t I l i ln m I

O G ASSUMPTIONS For the shore barrier under consideration, the following assumptions were made in the performance of the stability analysis: 1. The failure surface of the shore barrier will be in the form of a circular arc. Alternative fail-ure surfaces can occur. These will be investiga-ted in separate cases in the report. 2. The load due to seismic excitation is assumed to be horizontal and equal to 15% of the weight of the soil above the failure surface. This repre-sents the peak ground motion at the site. 3. The minimum factor of safety for a slope stability failure is assumed at 1.50. The term " factor of safety" of a slope represents an index of stability with regards to a sudden failure. The ratio of the potential resisting forces to the forces tending to cause movement is determined for innumerable (w)g potential failure surfaces. The factor of safety (, of the slope as a whole, is the one for which the computed ratio is a minimum. The seismic event has a low probability of occurrence and therefore should not require higher factor of safety than that used in standard practice. 4. The Fellenius and Bishop Methods are assumed applic-able to this soil cross-section for analysis. 5. The strength of the sheet piling in resisting stability failures has not been included. 6. A small local surface stone stability failure is not considered significant. d ~.)

W O(J METHOD OF ANALYSIS 4 The slope stability analysis was performed using the SLOPE subsystem of Integrated Civil Engineering System (ICES), available through McDonnell Douglas Automation Company. The SLOPE subsystem utilizes the theory of equilibrium forces to determine the factor of safety against sliding of any embankment. Three alternative methods of analysis are available, two of which were used in this analysis: l. Fellenius Method: Under this method, the factor of safety is estimated for a circular failure arc, with the assumption that the resultant of all forces on the sides of a slice acts parallel to the bottom of the slice. 2. Bishop Method: Under this method, the factor of safety is estimated for a circular failure arc, with the assumption that the resultant of all forces on the sides of a slice acts horizontally. As a check against the rotational slide analyses described above, a sliding wedge analysis was performed to check against a translatory slide. This analysis is presented entirely in Appendix G, Pages 139 through 146, of this report. + D O 3

p) SOIL DESCRIPTION The characteristics of the soils follow: SOIL 1: Very Loose Gray, Silty, Fine Sand. The soil description is based upon boring log nos, 11, 16, 49 and 54, included as Appendix A. The standard penetration number for this sand was generally found to be less than 2. There-fore, density and the angle of internal fr'- ion are assumed to be 80 pounds / cubic foot and 25 degrees, respectively. SOIL 2: Stone Blanket. The stone blanket consists of varieties of stone shown on Detroit Edison drawing 6C721-40. The void ratio in the large stones is assumed to be 40%, and in the smaller stones is assumed at 25%. Density of stone is assumed to be 150 pcf. The two types of stone are averaged for the combined properties. ) Stonel; (1.4) (150) = 90 2; (1.25) (150) = 112.5 Stone Average = 101.5 use 100 ccf The angle of internal friction is usually high for stone; therefore, 400 is assumed. Cohesion ir. stones is assumed to be zero. SOIL 3: Clay Seal Layer. Properties of the clay seal layer are indica'.ed by Troxler test results, included as Appendix B. The average in-place soil density is 120 pounds / cubic foot. CBR tests on the clay seal layer are included as Appendix C. A conservative valve for the unconfined compressive strength (q u) of the clay seal layer of 2300 poun'ds/ square foot was selected, along with a cohesion value (C) of 1150 pounds / square foot. 4

SOIL-4: Medium Brown Silty Clay. The soil borings generally recorded a standard penetration number for the mealum clay of 10. See Appendix A. Unconfined compressive strength test results indicated a value for q of between 2000 psf and q 3700 psf at elevation 568 feet. See Appendix D. The unconfined compressive strength for the medium clay is assumed to be 2500 psf, and the cohesion is assumed to be 1250 psf, for this stability analysis. Soil density is assumed to be 120 pounds / cubic foot. SOIL 5: Hard/Very Hard Brown and Gray Clay. The soil boring's generally recorded a standard penetration number for the hard-to-very-hard brown and gray clay of 30. See Appendix A. 81nconfined compressive strength test results indi- .ated a value for qu of between 5800 psf and 18,000 psf at elevation 562 feet, with a typical value of (} about 8000 psf. The unconfined compressive strength for the hard-to-- very-hard clay is assumed to be 7000 p f, and the cohesion is assumed to be 3500 psf, for this analysis. Soil density is assumed to be 130 pounds / cubic foot. SOIL 6: Hard Gray Dolomite. The soil borings indicated hard gray dolomite rock approximately at elevation 550 feet. See Appendix A. FSAB Table-2.5-5 on pg. 2.5-65 indicates an average density of 152 pc (See Appendix F). A conservative f l value for ultimate compressive strength is 1.0 x 106 psf, therefore, cohesion is assumed as 500,000 psf. i l 1 l' i 5

O UNIT N;GLE OF SOIL # WEIGHT (pcf) COHESIQJ (psf) INT. FRICTIO: (deg) j 1 80 0 25 2 100 0 40 3 120 1150 0 4 120 1250 0 5 130 3500 0 0 6 152 500,000 0 FIGURE I SOIL DATA SCL WJ1Y e O c

v) i ANALYSIS Case 1: A grid covering a large area was chosen to allow for an accurate search for a minimum safety factor. No restrictior.s were placed on the radius. The failure surface with the minimum factor was a small, local failure in j 4 the stone. This was not cr itical, so it was neglected. (Pages 8 to 11) Case 2: This run also possessed a large grid, and the radius was restricted to a minimum tangent to the line at elevation 567. This failure surface cut deep into the stone layer so it was not negligible. However, it did produce a safety factor greater than 1.5. (Pages 12 to 14) Case 3: Again a large grid was used to locate the minimum /~') safety factor and its origin. The minimum radius (_/ was established tangent to the bottom of the stone layer (Elev. 562). This produced a tailure surface through the entire stone layer. Since the safety factor for this occurrence is greater than that of Case 2, it did not govern. (Pages 15 t o 18 ) Case 4: A large grid was chosen along with a minimum radius tangent to the bottom of the medium clay layer at Elevation 558. Minimum safety factors were higher than the other cases so the failure surface did not govern. (Pages 19 to 22 ) Case 5: This run is similar to Case 2 except that a phreatic surface is considered. The water table is assumed at elevation 572 ft. on the lake side of the slope and at elevation 576 ft. on the building side of the slope. (Pages 23 to 26). 0 %M 7 1

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L.* 'l-- 2*. ,4 p,,3 IHL NCAUTO St. t UNIS CE NIE R HAS BEEN NO11FIED 1Hof IHL ESS SWITCH O 'AT 1HF I t'l LFHONt. LUNPAN( UF F J t.L IN HAZEL.W() ode N1SSOUR1 WILL bE ?s _UPORUPED 10 it!LDht UNAIL A HLk iROCLMUK.. lHIS WILI. ULCUR AI... e 7 _p i 7:00 P.N. -(CD T) ON 7.stiLY 1961. . 'I N E H t. WILL.bE AN INIIRRUPIION OF ALL-s.,

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(~b \\s'

SUMMARY

OF Id:ALYSIS The minimum computed factors of safety for each case are shown in Figure 2. Case 2 best represents the critical failure surface for the shore barrier, since it indicated lower factors of safety than Cases 3 and 4. The local stone failure in Case 1 is not considered significant. Equipotential lines for the computed factors of safety for Case 2 are shown on Figures 3 and 4 for the Fellenius Method and Bishop Method, respectively. These equipotential linee graphically sb.cw the location of the origin point which (_2 \\ yielded the minimum factor of safety. ~- Case 5 results are similar to Case 2. The critical failure surface possesses the same computed factors of safety as Case 2. s*% L-) 27

1 I i !!O ~ i i l I l I CASE BISHOP FELLENIUS l 1 l 1 1.253 1.220 2 2.052 1.689 3 2.739 2.092 4 2.513 2.322 l 5 2.052 1.689 i l l O i FIGURE 2 MINIMUM FACTORS OF SAFETY l O I l 26 1g ,m- -

I / 9e o, N' to N' s / \\ s v / EL. 6 : c' ich 1::: W: \\r. 3 EL. % 2'

PT. 9 o

/ CASE 1 MINIM U M FETORS OF (FELLEMUS MMHOM ECA' 5 : l's lo'

19 i 1 hilNIMUki FELLENIUS o SA.:ET Y Faci o R.

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(GL ~~ M.L3 N 9 50 0 1109 0 % '11 3 G 1109 8 % '13 c;,L3 j' ~1109 11 '1 3 , L O 9 '1'i il 'Ad 11 'Ad ,iLG'13 ? 110 9 5 109 + la g,1g $$4'15 4.Ic o ':y 60 3 : 50CTd Alh49 dO Hs i? '/in'NINIH ' r 9 0 I OC

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LO CONCLUSION It is concluded that the Enrico Fermi Atomic Power Plant Unit 2 shore barrier has a sufficient factor of safety with regard to a sliding failure occurring in any soil layer. O O 31-

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?E N E 15e A T ION # E S 5 ' A *.C [ S COR( O ECO y[ py ) CL A$58 FIC AT ONS 'd': 31I'A_(301,1) ci ,,w a %, ' ace E e. = 57 j.8 Ft. p r.,t r a a r.c y ats..tANct+' ,y .o 9 ^ 9 ___J e - .e =C) g, ( ~ ~ - l l ,si2p y Lccce Brn. & Cr. SILTY PFATY F-M SA?iD,d A p0 l l ,h L w/ Layers of.51.tek Silty Peat. 3 lb L- '4< I ~, f./ Mediu:: 3rewn & Crty SILTY C1 Y, CI w/Tr. of Sird & Dece.ye 1 hets.[foll *? (4, ^ 7 i / / N / Le l Stiff tc Hard Lrcen V. SILTY CLAY, 6 >.7.h ' l / l l l J3 w/Sene Sud & Cravel, j f d v,su-i cr scar v.su,Tr cf u,wa '4f TCP/EE, EI,. 55i.8 !.. _ - 2 14 g e .s 2 Eed.Har! Gr. % k 'IIE, V # "'2 't ;f/ ' 1 ,P ,.I'-'1 k-tW ~Nr3 E.Cr[. Co.:entai . <ef'l. Vu s.F.,<1 ,2" frt, LLLITE S.luti;ns.cti '1

-- - l I'-

lii MT 4U ->~ R sIg1IL g7;,;LJa' CGID 2 / 't 'l 3 _ _ H a r:! Gr ay D;14 r.ITE, 'c.f.,- .,.y u t w/Many Thin Elk.3 HALE Soa s. ,, a NC.

p. l1 Hard Cray Cc entel ERECCInTED DLILMITE, i

j i..i w/ Calcite & arn. Clay Deposits in .(l I. 4.2 f Vert. Fissures Vucs,<M,1/16-1/4". 5140 r:2. .'l I {2b Few SHALE S ams. 2 + l w 32 w t : p i l s' .l..

a.,.c..-

,., y, l ,,.,4 19' NX casing used. m 530 l Hole greuted; 2 Lids cenent. w a >w NOTE: 50% Drill W2ter Lest. E1 553.8 to end of bcring. n a e LcCa r.cN: N-6780 E-SS50 0 2 6 8 TOTAL DEMr: 3J'0" NQ'"h 8 e -'e ALL ROCK DE5CdTPTIQ. ARE ~X' L.R0 car.t.ME]t : C Cc 5 "' iri 3DNIDN &.IGI.?HSC:l soa sG sTAccE : 1-11_69 (U/.),11ASED U. OLTEEI:L V12]Ea REGA!l0;LOf_fLG_024 l BORWG C09 PLET E D: 1-l')-69 ALL REVIDTED BY soft A*,L rcuND.m0NS Associ'TE S DR. L. BRO'iN 29 % 3 NOsu nwr sT E RN "iGH*AY NSPECT OR - B.S. Inber (SLFA) (FURDUE) SchnHnfLO wCwG AN 48075 p DRIL L E R : F. Raid 1 ~ toc or TE ST BORING NO 11- ~ NwA$ER N o o W EcYe*d D 2b., IV* t NRIC0 FFJUil AT0!cC IGT.R 1LANT O fer Coa.ple ben of bo'.ng Ul:IT NJ. 2 Of hChart f LAG/'NA iEA:"H, MICHIGAN A feet of cose9 .a.m e M FF *ar T aa? ?N c 6 ': *

M. f TjE DETROIT EDI.M;_Cf)]F' VY _. _

7' som et e c s,,ca es to v.e 1 m. c:a o O so a wr:er as49 GAO s t He v., 'he >. 110 @.nc aes, or,a d l in. m s h e f m ' e G -~~-~---M-

n LOG Or S ;6 5u2.rA :E P o 3_F ' t E PE N E T R ATION DEsiSTANCE 8 004f GECOVEGY CL Ass ric ATess a : SQa_L5c11_]_ v o Gewa s o 'o c. E e, = 572.6 Ft. p g g ra,,ey ag s,3,3 ycg * - se .s. e

c.,-

sm _o 570 34 PE.AT. I, l l T , t,,, rr a i I l 3 (w) Sof t Gray \\ SILTY CLsY. p o_. v j b 6 t'ediu: Crty V. SILTY CLA A-. - Q .$OS j i o.:, _560 ./.,'r Hud 3rn. v. SILTY CIaY, CL-r I i 24 /So.e Suid e. Crarel. i g w~iHE~0 ray s;LTI CI.u, j g j 7 Ke i ,g* w/Sc..e Sire & Gravel. } 7) bC ! t r i 14 7 iL -F..s.p1 U r, r V.<.DII.TT CI'ATP ' gCd l' l i' 2 4 @y b .n. we 550 p q,,], g b.y,337t7,euy,yfgx,y,,G ri/)y_i.1.1/?LC[._Eifff& f L _ ;'. *,, 1__ _,i g%.. - - N rc 3rsy Sc.u.. Vu - f rc r. LL u;;D F.J.] c r..*:, ~f .,<l/).:", i ~ p, _:1- .a .U. s.. )- Hard Cr.DLI4 MITE,w/Fany Blk. SHALE Seins, ' { 32-Few Fissur-s, Vertical,el/32-3/16". - ~ v t 540 j l I 18s' } s.7. - ZIc,. -h?* n.a. 1 l .- ~ _x,,... % -da. -9. 3 1. ~ ep i .,,.; u m,.,...., ...,~.y C rrer. PartinLo. 3s** s E N Hird Gn.v DLIL.CTE, w/Tr-SHAL., I nE Pany Elk. Thin.Irreq. Partincs. g .. n :..,( q..}. j. 2 i ?'530 24' NX casing used. 4 -fj Hole creuted: 1 5 bacs ee.ent. .a a.a 4 a f 1 l e I 'J -i I a LOCATION: N-7380 E-5850 0 20 40 60 eo 'oo TOTAL DE FT H :40'0" ED

4 apc= uac arcm cv ALL EOCK EESCR17?IpS anE Ag E KXAQ:aT.L:4 L F f.C d ES h

-DITED ui RA:;cN & Jce:u3c3 l (U/M), EASE,D U. L:*Mi:.IE.YUVA _ BOAW G STATED: 1-18 69 H eoRtNG cou hrTED: 1-19-69 ALL REVIE'4ED BY Scit gy,9 pggq937lONS ASSCCit.T E S DR.(pgp N 29563 NoRTHwE STE AN HiG H W AY issPEcTom : B.S. I=,oor (SkFA) SouT HrlE L D-MIC H'G AN 48075 oeittER*- J. Pugh LOG Or TEST BCPING NC A L CONTR ACTC4 : Payr. cod Concrete Pile Div. 1 WATER (fVEL in ho e ce sac cored numt,or ENRICP Pc PJ.I 4TuAIC PLWER PLA C UNIT NO. 2 i of hwrs of te* completion of bor.ng IAGG0NA m..,AQ!, PlCHICAN feet of cosiag .a piece Not observed M PE NE*RATO e f S *S't.NCE TriE del'F. LIT EDISL 4 CLl'PA!.Y HATE M~ 3.a b. h 'E

.C._-.

l Neter c' O.c s e.co eed to dr.e Lo. ace O D so.i more' a%. 110 ~ ~ ~~ g .h ac

e s. u s g.h0. 'b - e g h-i'h M.'a:S f ree
J'1

$..4, e.../r 4 A.- r.* : : s u r i.,. < ' 4-n.. .--c, -mm,es e wwro wm, -~ K.. mwrnsm ~m~~ ae hwv e*>'. wm*=*r:rrs"*** -- - -m~=W2 c

i t t toc or s;sc ccct ra -rut c'tst vaa os ats.s asct a c c+ t arcovru-I ct ass.ricar css a : 3;y4, (3 11) ___, v hVater se ace E e. = 571.8 Ft. o t st Tase s or s s a s cr 570 E W4 ~ C.3 KriTT0itt id 4 a r, s. / /. -.y ~ l ~ 1,__ i Fe i u a.. L L ' ~2i y,y. V. Leose Gray SILTY FI.lE SA!.D. c. 1. I i l 'I~ .e i J ~ ' 16 - i h.. .Mediua Brown & Cray SILTY OIAY. l l l g ( SolL 4 itt . 42. ~ Rad Brown & Cray SIL~'Y CIAY, h'.i l N' I'~ ~ -~ lF- ~ 7.$. w/ Traces cf Sand & Gravel. I h!! c -- ? ,a V. Rard Gray SILTY CIAY, l e s I $_5_0 ,1 32 4 ~ /g w/Some Sm3, Ccirse Gravel S ~' l l '/ ra,_t - & Reek Fr..ts. ,,.: 'ItP/RL JR EL. 97. 8 I .. _. 2 ~51 ha o __ Yu r, v. L, e r 2. :,, w/. m. e c. r.c tu ra s,,.i c.;e. l .J."- _ A -s. _J,.y. - .d..,. u.- J. .t.<_. /_v,. ..c.. m...

a. 3,.>,

."j;.. c -.) d,.h .__...x. s Ed. C r. b.:.EC;14T.D D. LL MITi., w/ h14. ShAI.E e Partin"s,Sc. e F:uctures,ncriz.&Clc:: t-s c .*.ij y i 9't P $0 M RardGrayDLChIT, i 2 _M 1 at w/Very Tnin Black SHALE Scans. u.. e

2.. s,,., ;,'^l t

j i m r l i m t Had Gray DCLOMITE. 7,.; ) ,q ': 1 ' -o 2-530 ' a, l "l' I ^ 3 j".1* 7 h Hard Gray BRECCIATED DOILMITE, i t t. 1 () w/Few black Partines. M% \\j CALCITE Deposito in S.:t11 Fissures. ." l M. I I dorizo n al, 1/1',". i..a,: I g 520 ~ 'iTI-D 14 a rE W' .

s'

,,,_Sh';ntly f acturca, h #,,fM,1/lo-1/6". [.

41.. *-

l.. t ~

f.,

.cm, LO ulcae. uj

l..

,M 'et'I' - F"*d "l " ' 27' NX casing used. Hole grouted; 15 Inss ce ent. r 510 1 Location: N-7251 E-6162 ~ o 2o 40 60 60 soo l TOTAt D E PT H : 52e0 S ALL Rccx EESCRIrCTQ % Rock (cu c a..S AEE A S EDI !i.D.f C.f u-BO4:N G STN ED: 10-16-68 (U/M), BASE.D UPui LGIE VIiUAL EXAns' dl. 5 (F M_Cn_ CLilS-:r :'E eoRWG COMPLET E c: 10-19-68 ALL hEVIEVED 3Y SQL t.ND FOUNDt.TiGNS ASSCCIATE S DR. L. EurVN J.O. 'lanzeck(StFA) (pyangE) 29563 NORTHwfSTERN HiGHeav 'N5"ECTOR : B.S. Imter I DR'L L E R: C. Dean soutaratto, urcmcas wors NATER LO3 Or TEST BO;iNG NO. 16_ t Et.N $ at 0:#E[ e Div. ENRIC0 FERP.I ATLMIC PL.ER PIAIC c er of hours ofr r comp:etion of bonao UNIT NO. 2 e feet of cose,o .a pioce Not o: served. IAG00NA REACH, MICri;CAN l M _PE_ NE T Ra._' f_CN.- L L_S. 'ST A.NC f-THE LETRLIT EDIS. S CL '.FAriY l s,e w c e vm, av. s,o a.....s t. e o o sc.: me:., e _.___. _ ].gyyj... _ _ ,c r... u s,r; m i e...et .'t. m-a f.. o.: . :m. g3g ps.. no a e.w cw .. ~..... - 35 e mo-

t LOG Or sca s:,u CF N M'L E lorst taa'os eF Sie.T ANCE 8 C r+i f erCavt my ~ * " CLMs rica? oss cy: ,;dPA ($ oil) e Platfcn Ie.= 573 1 Ft. e t NE

a A' c a.

AEs s AscE

e

- n ' _s o _ w as _ -a i [,.) g Pl^IFLEM' i _i i ( 1 l ,y. S.,El. 570. 0 or . _ ! WATER. ' ~~ y, G.S.El.567.0 .pqW.??,GZT~ ~~ ~ ~ ~ hN, 'a P3T. f - tW._9 ' , <3 I I g Soft to Medium Gray VERY SILTY CLAY. 5 3 'c l SOIL 4 4)' I 4 j' ' ~ tiff arown & cr..y VEar SILTY.CIAY. (CL-Fi) S i 17 v E/Little m % h en.G n vel _- <y a.1 q"f,: H.nl Gmy VERY SILTY CLAY, o, (CL-MI) l l t H 21 M w/Sc e nn:, Little crsvel, j i 0 550 r

k. Stiff Cny VIRY SILTI CLAY,,

6/,[. . J 19 s t.* fLE),i **'7 - - ~ t~ ~ y~ ~~'; I d/. w/Sc e Ssr.d & Crival. i ~ &[ k.hr1 Gr.y GT SII.TICI'n, (cL xI)0 TC P/.3C9. -.:1._9 2. 2,, i. 2 a.3, I w o.e and i heck. Frarc. ~ 2 540 2 ~ ibrd Gray f*I~^1 rE,"i 5c a CL^ r Soi:s, .i. N W ~7 L_ f I CA.LCI'.'E., Se e, Ve r. t. Fr t e t.,.P.od. Cl ort.a t t. J_.: a.s i 1I l .. ~ . w n.: c, e. _ a%r.,p'. i ~ g 2s, < ,m,.7..~ qC m #. r- -3/o,. acis.Y. rit.. l E F Hard Gray DuLCMIT. l e.- w/ Trace of S'iALE. 530

- I' d.'

-- g$ i 4 i j

,fsre cm_ELemdSc: e33ECCIn -

' U I b_i-l Karl Cray ARCILLACELUS DCILMITE, ~~ } w/Sene Fractures, Close & Horiz.

j.,,q 34 520 Kani Gray DCLCMITE, w/ Sono Vertical Fr2ctures, Vider

' f.,.

7

-'~F>,. - /j... i Some 60* Fractures, Close. e. a.'.C --W- " ' '. L Hani Gray _ DLLLMITE,V/So e 3R?C_C.IA,___ C M,D>..Cr.Ce ented bEECCIATED DLILMITE./-.A - ' p' ~4:Q / ?.7 ' g C-; 'l [ ,}, $10. LVue.s,<1Ch <l_L12-j d \\ 31' hI casing used. J Hele grc,uted: 1 52g co ::ent. LOC A I'CN N-7676 E-015 DESCRIV{,IU W. ~, 2 hhkbf N TOTAL DEPTH:62'6" A DC C). Ah Mf gb)$U,;[, ' j :.2 n 712, ,m ~'- Boa NG s AS'ED: 10-16-68 R &,J L W*M., U. S U5h 42

./.a.IL.TE:. L t n a.s Lt BOR!NG CC*J DL ET E D: 10-lM-68 d.

SGi!. AND FOUNDACN 5 ASSOCi A*E S (FURDUE 7955,3 Noca wr sit ns 8 cue AY J.C. Vv.zoek (S&FA) issercT OR : ) Da'L L E R: J. PJgh souT*inrt o CHiGAN 460.'5 e TOG Gr 'E S BORING NO M-- ='d coNTRACToa : R2yncnd Concre te Pi'.e Div. r iva? E n L E V_E_t en ro:e ci.adicated eber ENRICC FE Rf.I aTL.%IC PL a'E3 Pla.."? et h w s ef'er cow.' ion et borino UNIT NL. 2 ~ rest et cos'ac a c'ne Not observed. ImCLCNA. EAC::, f.IC.GM M PE 4E ' A?.T h'N L E 'X' U. THE D. s f M o' yc-s e.co..eo CF - - - - - - - - - - -R b I r E D 9 t g _A.9______ .n o 2,..e.4 0 as O D u' eve' 3 e 3.q, AmH. CAO ? ATE Reve I, 8 <a*5 u S

8___(f_P_' 0_ f 011_ _o '9 Jk9 Mbhm ox'

~ ^ ~ m ' '- ll E I

tog or sa s. Ara er 'a c t L E PE NE TaATON R E 5iS ? A%C E r3 ;wr HE!GvE4f S{h (.k11) Ct ASST C Av'0N9 a: v .,,ov s s e'a c e E e. - $74.1 Ft. e p E a.t ic av ca. q v.va c ** se s. o. s., e. k.,e Lcose.~rrown PS.DIUM.:A :,D, ,g ! // Loose Gray SILTY P.EDIUP..!At.D. b. I 6 e est- @[U e.,

Looso brown Y.ECIC G T.

l '4l l E - ;c f t FII RL 'J3 F L.I. ' -- t, - - 1 Gray SILTY CLAY. d,'.. g+. s / Soft to Pediu Bro w- / % L._.4 3 i i t' ' */ . Stiff drevn & Gray b..Y SILTY CLAY, 20 .[g w/Sete Sird, Little 3 ravel. p 3 i j [//! CL l .L_ 57 ! V.Hard Gray VERY SILTY CLAY, I / w/Scre Strd, Little Gravel & Rock. Tra; s. / l ~ i l l loo /lo-Ei /.' f/ / l Run _.J ,)TCP/RCC.{ EL. N4.1 l % Sc 3 t e F.7. d. U p. V Lt. Br:.. y r. DG4 'Y p.

. " l'.,;,T ', ?7.2... ~T ' I

'~ 'I e.-- 1 wp ew T. r. c...irre.5.r rT....gs, w pg A i * ~ sN *:l.

I..-

. I ~. I s.s. [y _Yu m..CALCl'E.21._EL_.Sr3 6. sui ~ \\C L Y SEAF.. nsJ ta, 8 2-13 5' 4-in:n casing used. 5 Holo crouted: 1 tag cenent. y 2a l l 1 I l l toc A TION: N-? >%: E-6000 0 20 40 6'o sa soo liC c =t 10 tat der 8: 35 ' *' " LI BCCr'. CES0 RIP"'I. N.> a.3 A$ ec.<rc.D 3 ?r c ws.:-ala.'.C; 4 1 JCEd?HSch A.s. E04 % G S' ACED: 12-16-58 P. .MSZO U?t!; Tj..;PJ'lidL ;-24.'.I;uTI. I' CF Elr. CL 55L . 154 Y AND h0t,NCATIONS AS5 0Cl *'E S BORING C CM Pt[T E 0".12-17-63 Scil (PURDUE) m63 NOR1 w e t st r us %"# Av I NSPtcT oR : B. 3. Ir.ber (SiFA) 50T H'IE L Q, u tt' Ht G A N.: 8 0 ' t,. 47 gq u g,. g, 3, M LOG Gr TE ST B GRIN G V~' ~~ ~ (m) CONT R ACTOR : Rat.ond Cen:reto Pile Div. l E.iRI C FERP.I ATtr.IO PL a~i PLANT T WATE R tEvtt' .n no e at.no,c:ees weer UNIT SC. 2 of hours ef ter correktion et boeing b O CNA h~AU IIUNICAN l feet of coming a s' ace Not observed g CL l'.?A 4Y T. _,EETHLII.EDIS,y[ C9 s[.110 M PE NE 'RJ.T CN or s.13.. cE CAC [r A' E E r.i %,w, os e o.s,.cu..eo o si..e M. acn o o so: We'37 - Acts.- - - - - @.. e.,..... e,s. s..X'..... a, h p. v.s evaltr.ted blown /foct. .mq g,my

Tc_) LOG G8 S A 5 W 40E De "hf { #E %E TRa* Cav '.E55'aset 8 wt er:: g ov [ t A'st +c AT:0%t E~ - Q F M.'.o i l ) i ~ cr u.e s, roce r e, - 577.0 Ft. j i pt NE

R c +,N SES.5'aw:E *

.- o

=

ro >= go Q o--

R*.

f @I i .. o g:

I J

0 I 10, $1_ / ' FILL:Lecse Brewn S!LTY MEDII.;r. SAND. / r '~ l 7 '~7' ~ pr I l l 3 ~ // SILTY.*.ED.S.ND. QF.' _,,, c ;- [_ JILL;LcgeGraL /' I Medit: Brcan & Cray SILfY CLAY, CL w/Sr :se &nd. g{ 4} 7 sa s i i V.Hard Brown i Gray F..iu.DY SILTY CLAY, l 100/:"'.... w/ Sear.s i f &nd.( :Soit. 5 ) (CL KL- ;, j L

r. s r

l V.Har-1 Gray F.MEDY 3ILT: CMY, (CL.wf

100 i

? 550', w/>:e Co otle s a rs es. Fr...;=.,nts. - - - , m. En f-I bc- =, o,ylO' a.ULD.::P.s &.;LCK TTin0!LCi,v/ CLAY. = 'e'> .!T0P/4_LCK EL.<d.:0 1 n-

* :(;G.} i,.i L. d '
t :~

CF - t. I' Sho. Y' 1 1 x. l ' -- ' 4 4 3 Kani Li.:;ht Oray D0LL.*ITE, w/ Thin Soinn of SHALE. Scft 3% LE, w/ANHYD:ilrE Streaks. 'I /7 E1.,$1. 5 : .M 4 -V 530- ' + :. v. j 3 2 'h l

rJ.

l 6 n'- 1 -i r Ir: , t' 4 [' l [.r t 520 i

-X;F. (1 s

i w.m.a-n :,.. l 7 a ~, - m 3 9.* li l E. ;. ( ' Ce.Sented B'tECCI A;ED DCI4 RITE. -[r.J J

=

. 1,. g -:.;*i 8 _,t ,L - - nn c s. s l-I l l l-0 20 40 60 80 80 0 l N-7980; E 6000 NOTE *- L oc e GN *

/o ROCK CCAE HECC.ERY TOTAL D E PT H
82' 4' E PS 2 DESCRIPTIONS APE AS EDITE'1 Sv 3Pa'WI)r)N & JOSEI'liSON 80RfNG STARTED:

12-17-68 (U/M) BASED UPON 3C-;IR VISUAL EXAMINAnCN OF RO 'K C0hE.J. BORING CCup ETEC: 12-26-68 ALLRbVIE'4EDBY I SOtt AND F OUNDATIONS ASSOC'ATES bes ', Moore DR. L. BROW' 29563 NORTH

ES'E SN HG"* AY

'N5 pEcTom :5hA-P.Goiran (PURDUE) souTsrit t o ' wicw'cAN 48075 l j 04 rL LE A. 4.C.Sugg & B. Singleton l coNTRAcTon: Raytaond Concrite Pile Div. LOG O s-TEST _ BQbG N O. 5L,,5hA ! V WATER LEVEL i i mo.e o f ad.c s t e d t'w m oe r o' how r s ENRICO FERMI ATOMIC PO4Eii PLANT - ;s e l ofree ceropletion of noting, o ' e st of c o e.no in pioe* UNIT NO. 2 ] g'g x rtNE Tant..% prs s rANCE : (before groutinr) LAG UNA HEACl', *: "I Z N ebe' c' D'c as re v't.1 'O drive _a.e acts O D so.4 s:Tre' g 3.,.7pg.gg.{gy..gy l .fS.nc ses..,s.,o n, in. g"

>+.nca fr ee fan.

A ppu. GAO FA'E! Rey % ** O 110 N. C O R E CLAW E T E R *is evaluat.ed blovs/ foot. ,,,,,3,, l-l i ROCK n gu c. - ~ =

S {J O N ^ .i y note nn. V ua w Project INSPECTI0fl AND TESTIflG OF 9.513 0 Oa 8 Sil0RE BARRIER CONSTRUCT 10fl o p gc 0 EXIT! BIT 9.513.3 l NETH00 0F TEST TR0XLER " iS Percent Percent Uens. We Dry Dry Probe Moist

Moist
Denn*ty l4t4.ocation & Remarks l

Elev. Count Moist. Maist. Count Dens. Dens. Dens. Depth Count pcf Count Ratio Troxler NW Ra tio pcf Troxler Cont..f, Comp ' 14B N(AZ5 E5955 %7. 7 (/ 114 S .BZ7 ZZ.8I '3ki.I $rYiS 396 4 371 l2(3 3_ 1o7.1 pcf qs.o d pi i 14 9 N700C) 6fo9.3 1331 .940 271Z 3ki(( 4G5 2.'725 120 3 _9LO 99.8 L 150 N7025 D='.L549.3 13I(P 949 26.76 436 2 605 l2 3.2. 98.O 1032 iGI N7075 $ 649.3 1343 96B 27.42 24.6 427 2657 # 24.2. 98.4 ios.s 152 10:Z5 (EDl560 3 1314 947 2e.69 24.Z 444 4J,69 12 2.0 96 9 ioz.: > s3 N7175 952 569.6 1313 947 263 9 24.9 4G3 2.772 it9.7 94.6 1s4l N 7225 CM 5 69.6 1347 971 Z747 25.9 460 2.764 go.1 94.Z 99.z 2. f55l N7475 b _5GS9 1475 1003 30A4 % 44S 2.683 121 5 917 976 P ,15 6 N73Z5 EM ses.9 1530 1.10 3 31:72 3M 46o 2.75 4 izo.I 90.o 93.o m 96.e W l 15 7 N7375 Nd5I669.4 13(o9 .967 Z7.9 / 26 9 44Z Z.647 l22.3 9S.9 45o em ico.9 l isa N7425' N3se9.4 1363 .975 27.59 26.1 4(o2 2.76(o 11 9. 0 96.8 98.7 is9 N7475 $$ 566.5 i%S 984 27.f67 26.6 437 2ht7 1Z2.9 93 to .oi.7 8 D la M7525 5cc9.5 1377 .99 3 ZB.lO 26.1 434 2.699 12 2.3 96.7 m o.7 -e 'i 191 N7575 %98 1%4 .903 Z7S4 26.4 4Mo 279o (19.4 93.Z sz 3 ] is2, N7425 Y 6698 Y 1%I .901 27.76 26.0 4SZ 2.707 1Z14 94.0 " %e 3 d Ef/fA /$ EI1'7" PROJECT _Eenni l 54eee EAc1tiee_. j 'loMAWA 1' y Proctor urve ho. M Approxiamate Contractor r ne Optimum moisture urce of MaMaW m { Acceptable Moisture Type of Material cL [ Conte Range E Weather ( Temp. 60rJNY. v/AntM { )f*aximumDensity pcf Elev. N Dateio BeoI Inspector Mv/ J TROXLER No._7339 o g g a o a o o o o STAf40ARD COUi4T g g g g g 8 Checked By /N

Date lDeAD Density Moisture Time w

w w w w w w w w w W . _ l'it i%f-3 7 116 AM, l

f 4-() Pm'd Quality Assurance IriSPECTI0ff AND TESTitlG 0F 9.513 0

y Procedure SHORE BARRIER CONSTRUCT 10ft EXHIBIT 9.513.3

' li METHOD OF TEST TROXLER "'S Percent Percent u ns. Wet un Dry Probe Moist

Moist
D'""' tY

.l Location & Remarks Elev. Count Moist. Moist. Count Dens. Dens. Dens

lA Depth Count pc f Count Ratio Troxler Cont.Ck Ra tio pcf Troxler knt. g. Comp l 163 N 7G75' E5955 5fo9.8 V

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Datelo-9-BD Density Moisture Time w

w w w w w w w w w l 7 ? _.

(~)' Project (~7 ~ vf .e., r. m... INSPECTION AND TESTING OF 9.513 0 Oua 8U " SHORE BARRIER CONSTRUCT 10fl p gc u EXHIBIT 9.513.3 METHOD OF TEST TR0XLER i U i S F robe Moist

Moist
Percent Percent Dens.

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D7

)J7 ZOO E E934 570 0 6" 1359 996 28.28f6.Z W 8' M6 24 35 122 Ame ocf 95.o edsag 173 N7500 1304 95(,_2696 23.9 427 25s7 12 4. 2 a s_ ici.4 ll Z.9 N7550 132.6 972 2750 25.5 454 2.7t9 12 1. Z_._95 3 i@ led N MOO 13 01 952_.ZkSI 2M ,.7NU 606 5.o30 114.7 gA.4 CU;*n 101 N 7(oS O I i384 1.01 5 _18t06 2(,.7 432. 2:5 B 7 12 3.5 _%2 to g V IBL NT700 1264 .927 26.10 20.9 CMS 441 Z.h41122.L 91 '2E l I 1 I ory Si l l 0 PROJECTJprytjdORE 6AFE4ER - CuillRUL DAiA ContractorJOl[AWAT IS .i' roc tor Curve flo. 1/. Approxiamate i Grid Line Source of Material _pjj 54TE Optimum moisture \\ g = kceptable Moisture \\ Type of Material CL q Content Range E Weather ( Temp.,S_j)NW{__._M/AEM 5 thximum Den'sity pcf Elev. N Inspector M_N ' Da telD-B.86 :i TROXLER No._2339 o o o o g g o o o o ST Af1DARD COIlliT 8 Checked By DatelO-9-86. Nrg,3. Mois ture Time w w w w 4, I tr.7 lj$64 ICCFl4 ~'

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Percent Percent Density *ount "S*

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P INSPECTI0tl5IDTESTING0F 9.513 0 ua [ Sl10RE BARRIER CONSTRUCT 10tl v pg u ExilIBIT 9.513.3 I METHOD OF TEST TR0XLER M isL Probe Moist

Moist
Percent Percent Dens.

Dry Ory Density location & Remarks Elev. Count Moist. Moist. Count Dens. Dens. Dens. . jgp Depth Count pcf Count Ratio Troxler Cont.Ck Ratio pcf Troxler Cor.t. (., Comp (93 N7925 e 59ML57 0.9 (p" l 370 .903 27.65 24.I 454 2.719 120. 0 96Pcf 9c,o ed qq.(, 1991 N 7575 570 8 1318 94G 20.44 3 kid 4ob 2.4 31 IZJ. o ici.9 to r.2 Zod N 7 /c25 57 0.6 IZ93 SZ6 26.06 Z4 0 46Z 2.7(,6 119 6 95 3 leo ZoII N7475 570.9 1338 9 61 2716 26.5 488 y.92Z IL6 8 91.2. %.o ZoZ N7475 571.4d 13Z4 950 26.8b 26S " tic 5o8 3 o42 _ IIA.s_ 612 93.o my qs.9 70$ N7425 l 57f.o t fE7G 91b 2969 239 D Es 476 1 944 _ IIB.3 9_4. Z 95.o #n 99.Z T04 N7375-571.ot I SO(, 938 Z6Al 24.6 !,W4 466 f.790 119 3 94_.s 99 s FEI N7325 510 OL 134 3 964-27.Z5 25.o !TTEz. 446 f.671 i2i.O 96 2. iot.3 '70Ml7275 57o.si 1341 SG3 27.22. fG.3 3'J"ii 46Z 7 086 117 6 91.2 s.7 ! 207 N 7225 s70Si i242 89Z 24 91 3kfo)NE 44 o Z435 122.6 99.2. Ml as 35.2 lod N7l75 571.o t 1229 882 Z4 59 W9 /iWm 401 2'.4o 1 127 6 to4.G to4 2 its rood 20 9 N7I Z S 571Od IZ71 911 %5SG 23 4 27.l'7 46G 2 790 11 9.4-95.4 qs,o en im.4 \\ !o m5 @ 4. : E 594C3 PROJECT _EeEMI 11 Sponc_ettis1._ ? WU N U* A Proctor Curve fio.__-Jf Approxiamate ContractorjlAWAT 8 Grid Line Optimum noisture Source of Materia 1A snE [ N Acceptable Moisture Type of Ma terial__ _(,L. Content Range E Weather ( Temp. 50tM/ b)AEM E. naximum Density pcf Elev. N , T90XLER No.__t)39 Inspector h. '- DatelcH7-Bo ~l o o o o g g o o o o STAf4DAIiD COUNT 8 Checked By DatelD-W BO

l'ene i ty Moisture Time W

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Moist
Percent Percent Density

lnh.ocation& Remarks4.O Depth Count pcf 1

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Moist *

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Depth Count pcf Count (_ Ratio Troxler Cont.Ck Ratio pcf Troxler Cont. -$., Comp Zl9 N7350 E 5934 - 572.1 t/ 1316 .935 2&>.S1 Z4.4 46t 2.777 119. 6 34_9pc f aso >,.al q9.9 220 N7400 572 4 127D .902 25.25 24.e slo 3.o72._)lA4 o 90_4__ qs.2. 2 21 u7450 572.5 1316 934 2ro_.28_2Lo 477 2.e7a_li7 7 93.o 97.9 Z?2 N7500 573.o 1344 9S4_1G.9i Tsj 457_ t7s3 JZoo 94.7 99.7 12]lD550 572.9 12.9 4 -959 7678 24 1 '472 z e43 _1LO 3 94.I 99.1 124 N7(,00 67 2.d 12.% 92o 25.e1 z4.0 4ee 7 pig 11 8. 8

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) Project I'- Quality Assuranco INSPECTION N4D TESTING 0F 9.513 0 g Procedure SHORE BARRIER C0flSTRUCT10ft EXHIBIT 9.513.3 i 1 't METHOD OF TEST TROXLER Moist. Percent Percent Dens. Wet Ury Dry Probe Moist. M, st. Density Location & Remarks Elev. Count Moist. Moist. Count Dens. Dens. Dens. I Depth Count pcf . l g,7 Count Rat.o Troxler Cont.Ck Ratio pcf Troxler Con +.. p, Comp

2z7 9507s ellso 567 5 6"

isso . 852.. r 3.63 19.4 418 2.5o3 125.A ioL4pc f ior,7 mito.9 lzze N r,9 25_E 59( o i19 6 . Bro 4 24.co go.o 42z z.52.7 )z.4 9 toz 5 toreil a.. 9(o.1 <.ZL9 N4950 EJ16o 1320 A53 ZAOD 24.4 446 Zh2L 121.8 %.5 qso e tots

I: 3 z_e N(ogso e5934 Se9.o 1220.et36 74.to9 Zi.5 44l 2.(o41 127 4 313 804 2 iza 96 3

! 2 51 Wo900 E:6934 569.o 17A 1 096_ f.6.o 5 21.4 423_ 7 533.124.4 tot.c iO4.z ize %.9 t

b i

dR' t Fr> G-b e=:a l F-5$ g ~. 0=m., sm, E. O r.: - ! E t f.77 en I ch PROJECT Feems Il $NoeE BAv.glER. 6! l! CUillRUL DAlA Ef l 1 ProctorCurve No. W Approxiamate ContractorJo((Aff1 l i ~ Grid 1.ine Source of Material 09 61TE Optimum moisture \\ n = ' Acceptable Moisture \\ Type of Material CL f Content Range E Weather ( Temp. COOL,6MoWEM_. jflaximumDensity pcf Elev. N { Inspector 6. C. ' Datelo-ll-8D

TROXLER flo._7139 e

o o o g g o g g g STAfiUARD COIIfli S; S; 8 Checked By d _ c Da te_jo-ll-80 Density 1 Moisture i Time w w w W W W _ lfo 7 1, i dd l fidOA11

O O O g Project INSPECTION AND TESTING OF 9.513 0 ua S U .y SHORE BARRIER CONSTRUCTION pg ue EXillBIT 9.513.3 METil0D OF TEST TR0XLER " IS Percent Percent ens. Og Ug Probe Moist

Moist
Density h4 ocation & Remarks L

Elev. Count Moist. Moist. Count Dens. Dens. Dens. ' Depth Coun. b' l Ratio pcf Count Troxler Cont.Ck Ra tio pcf Troxler Cont..$, Comp 32 M 6925 EL5h o 50.0 Gi lifo7 8 67 25iz te.7 41z. Egdz izs.9 so44pc ingdism r 33 NroB75 E_s1(ep sr.9.o 1174 04Z 2328 19.0 4 fro z.606 (zG.4 103.7 ag e 97.2 'J N6900 e_sS34 ' s7o. 2. IL39 809 24.81 20 6 40(o 2.44to 12 6.6 103.4 io_4g its q9.z 35_ hub 15 2 570.2 1204_ 6 64 24. co 2o. 2_ 4Zb

2. h i24.o 101. (, 404.z ge 47.5 3

N69So 670.2 IZO6 265 24.o3 19.o 38(o 2.6Z5 i29 6 i071 is7 ou tagg 51 6025__E_519 o 5 71.4. 1Z33 .e,73 24. Ze 20 6 426 2.66o 12 3.9 101.Z i u.z its 97.1 Ufy_(,875 e s35_o_s7 i. 2 lZ38 876 24.37 Zl.o 43o 2.e90 1Z3 5 ioo.7 io4.2 nahA m ?39 N 69 Z_5 s))J 1307 925 26.97 22_' 414 2.494 125.4 iot.o_ 104.z as 9t,.9 (40 g(350 571. z. l258 990 24e4 20.6 406 2A4A12_G.7 103.5 to4.I ne 99.3 R. I PROJECTJfRtal_jb}br.P_ BARRIE g rrector urve io. 4__ Approxiamate Contractor _M( Ay/A Y { Grid Line Optimum moisture Source of Material _QJ 6(T E- [ Acceptable Moisture Type of Material CL = Content Range E Weather ( Temp.oVeECM.AfLD l Maximum Density pcf Elev. N f IROXi.ER No.J369 Inspector M ' Datelo-i3-Bo e o o o o o o o o g l STANDARTiTGUili Checked By M [a.O dJ Date 10-l3-Bo Pensity Moisturei Time w w w w w w w w w w bplp 13 0.4 I'ioo_AM i

() Proj. nu ect um nw. ) ~ INSPECTI0ft AND TESTIl1G OF 9.513 0 l O Sil0RE BARRIER C0flSTRUCT10fl proc ue EXillBIT 9.513.3 l METHOD OF TEST TROXLER i by Wy 'S ercent Percent Vens. Het Probe Moist

Moist
Location & Remarks Elev.

Count Moist. Moist Density i Count Dens. Dens. Dens ]g Depth Count pcf Count Ratio Troxler Cont.Ck Ra tio pcf Troxler Con t. --k, Comp ' 267 hl6025 E 5936 573 0 (/ 1305 934 26.26 22.2 40n 2.410 127 4 fo2 7pcf to4.z rzS gg a 268 W6675 lib 8 .B % E 309 '186.2 38l 2.Z95 130.I 1o33_ 05.7 oxa tots ' 269 NL925 12tB 67z 24.25 19.7 400 2 410 127 4 104 8 10 4.2 its loo.r, Z70 NL875 Mi 112 3 87 5 24.34 18.6 %Q-2 lG9 1331 11 0 - 4 1C4.7 sulcas 271 M70ZS (?? Iz78 9:6 25.6G _gt.A 4II z.47e 12G.0 101.9 io4 2 ite 318 Z72 M7075 m !292. 925 25.97 22.5 42o 2 53o E4.0 10 0.4 9c.4 Z73 9 712.5-1Z94 92b 26.00 21 9 4oZ 2.422 iz7. I 107 7 98.6 Z74 N7175 - 117D 909 25.47 21.o S96_ 2.206 izB.o 104.l 99.9 =' 275 N 7225 2j l354 969 27Al 233 $ ") '3# 4o4 2.434 12/o.9 iol. I T7.' f4 276 N7Z7 5 - 5! # 1274 915 2 6.00 21.O 39 O 2.349 (LO.c) 1o4.9 ico.7 277 N 625 Eh 1177 314 25.6Z 21.1 39 2. J.% rZs.G ic4.4 roo.4 Z78 W7375' 1300 9 31 ZG.70 22.l 399 ZAO4 127 5 1n2.9 98.s 179 M 1415 1206 .921 25.04 21.4 39 4 2.S73 i28 3 104.I 99.9 e 280 t0475 1222 .e75 z434 20.2. 4t Z. 7ABZ i2s.9 101.2-99.o 3 281 N7525 ? 1Z68 9o8 25.44 21 7 410 2.sie 12 5. o 101 1 97.1 3 "'NIti-3 d /hNtNI. PROJECTJff411 I 6M MflCf. Proctor rVe f o. g_ Approxiamate Contractor ROhy/AY 8 Optimum moisture Acceptable Moisture Type of Material CL Content Range E ( X Weather ( Temp. $vtJNY, COLD 5-Maximum Density pcf Elev. N InspectorMO\\2TE-E ' DatelO[ZB/ STAfDARD_COUf4T h Checked By w4fatel 29 8{ m Density Moisture Time w w w w w w w w w . _'(fp fp I397 7;oCLng , w las ~"'

7" g-' u[t M u. n-, n,.. Proj.ect 7 INSPECTION AND TESTING OF 9.513 0 Oua swance Sit 0RE BARRIER C0ftSTRUCTI0tl p,g e EXillBIT 9.513.3 METHOD OF TEST TR0XLER l l M ist. Percent Percent Dens. Het Ury Dry Probe Moist

Mois t*

J g ation & Remarks Loc Elev. Count Moist. Moist. Density Count Dens. Dens. Dens. ' Depth Count pcf Count Ratio Troxler Cont.Ck Ratio pcf Troxler Cont. -7, Comp 28z. W7s75 e 6935 93o C 1274 912. 25.56 21 3 4of 24lb iz7. 3_to33pcr io4 2 gf99.1 2e3 9 % 25 l 1701 917 25 72 21 2 392 2.%l 173 3_ to4.4 ico2. 284 97c;75 I 1309 .%7 Z6.'57 22.5 40 & Z.4 4 12 6.6 tot.g 97.7 t 'l I i PROJECTJER}41 Il $%Xf-EAEgitg i CuiliRUL DATA Proctor Curve No..g. Approxiamate Contractor MelAT j i I Grid Line Optimum moisture Source of Materia 1AQ 6tTE-l Acceptable Moisture n \\ N Type of Material CL j Content Range E Weather ( Temp. 6 tnt 0Y COLD j 1 riaximum Density pcf Elev. \\ InspectorfrhCAETEE " Datelo/tMN TROXLER flo, g o o o o o o o o d STAl4DARD COUNI S; P; S; S? Pd FA 8; 8; 8

becked By

Date ldf4[At censi ty Moisture Time w

w w w w W W W W 1% IM7 IU459A [

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Tale w Numb 6r FOv. u ty Assuranca INSPECTION AND TESTING OF 9.513 0 b, ] Procedure SHORE BARRIER CONSTRUCT 10fl ExillBIT 9.513.3 .. l. METHOD OF TEST TR0XLER l N iSt-l' Probe Moist. Moist. Percent Percent Dens. Wet Dry Dry j Lccation & Remarks Elev. Density Count Moist. Moist. Count Dens. Dens. Dens x 4 Depth Count pcf 4 Count Ratio Troxler Cont.Ck Ra tio pcf Troxler Cont. I Comp 1 M5 WI/26 e 6940 673.0 (( 130] 9 41 2G50%7 4Q6 Lf6g jZGgjog.5pcf 45o oHe 10f.A % NTDs 573.o 1339 4G9 27.41 25.4 448 Z499 12.l.4 w.ro ph

9T N7zso s74.o IZ34 093 Z494 29 fe TiST Wo3 z.7e9 119.4 9t,.I "JY f

MB N7050 l 1240 897 25A7 M"$5 460 Z.77( l19 7 9(. 3 _ 7E j m ALGO 66 l l334 .9(os 27.Z5 Z4.4 4Z6 7 %7 173.9 98 3 io3s 3oo N7460 l 1774 902. 76.25 M 464 2795' i19 3 95.7 ico.7 2pl N7660 l l'31I 9ZB 2(o.ob 24.1 463 2 789 119. 4 </44 99.9 l 'o2 M7zso l 1130 78o 21.2 6 '%7797 4Z) Zs36 124.7_ tos.o loL7 aza Q ' ~ ' Lo3: N7050 7 1l54 817 22.5 0 %7Eif/4 4roo z.77 f IIS 07 47.7 ion.t ira L. WliWAc0 e 59Zo 57s.o ll34 004 Z2. lO 10.2. 43B Z.639 12 2.4 tc>t.9 its.7 are 9ss N N7100 E 5925 576.0 1230 670 Z4.19 20 1 416 7 5CC 12 6.4 to?-8 1041 ns 90 7 } I !c ? efn ~* l E$ [$[ M FAlLEP A SEccMD TIME. 6r-e Te.TE6T F BOIh D1 b""if T.II PROJECT 3Ejol]LSbtf 'E# flee _. s CONiHOL UAIA roctorCurve flo.g Approxiamate l Contractor _kilhWA'( y, lridLine y source or Material _Chl 6fTE- [ ptimum moisture cceptable Moisture ll --- Type of Material G.L = Content Range E Weather ( Temp. clEAg; cod ximum Density pcf Elev. ]l N 3.0xlERNo. ' Date 10[pfao":; Inspector w e arm e o o g.g a o g g a STANDARD COUNI $ L% $ 8 Checked Cy /7). 'Da te 10hoko j;. ensi ty noisture Time w w w p>; w w w w w w ' g' .] a.,f 156Z 7:o o

===='

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~ um, ns. Project INSPECTION AND TESTING OF 9.513 0

?

t Quality Assurance SHORE BARRIER C0flSTRUCT10tl fj.'J Procedure EXilIBIT 9.513.3 l METHOD OF TEST TROXLER 1-1 II " iS Moist

Percent Percent Dens.

Wet Ury Dry Probe Moist

Density

's lccation t, Remarks Elev. Count Moist. Moist. Count Dens. Dens. Dens g Depth Count pcf Count Ratio Troxler Cont.Ck Ratio pcf Troxler Con t. --k, Comp ga 7As N7750 E 59 % l 5G84 (/ 1306 93Z. 2to.z 2 24.6 47o 2.0 31 lie.g_ q3.9pcr qq,o oid < igg 2% N70co E 5930 l568.0 13G8 .97(o 27.62 1S. 5 443 ZM9 i11.8 qfr.6 I ico.e 287 N7775 t=. 5940 l56a.o l268 9I ) 25 78 3'f6 445 2401 1Z 1. 6 97.4 to2.s 2 288 N7775 E-59 40 IS@.o 1Z60 905 zs.34 9nG. 44l 2457 12 Z.1 98 4 io n l -289 W7750 E 6930 570.o 1Z80 914 25.GZ Ns 412. 2AOZ l26.B tol B 107 2 270 N7FiCO e 5930 :57o.0 1314 .956 26.41 % 4ZZ 7 s42 114 5 99 7 toes o 29] N7729 E 5940 571 0 1310 A36 2G.3[ 23.6 433 2439 122.4 97.7 noz.s 292 N 7775 E 5940-s7 i.o 129 9 927 ZG.03 F ffs 42.S 2548 (7A.4 ico.o sos 5 293 NT75o E 5930 572 o' IZ92. 922 25 e7 24.2 47Z _ 2.043 lig.3 94.o 59 Z94 hl 7AoD E M 3D 572.o IZ94 924 25.94 331 6 44D 2.GGl 122.3 93.o so32 95". gi EI 5: I d.f ~ e.:q fW f.:@ Y1/ OC(( PROJECT _Eer. Mil More EAmet _ COMROL DATA Contractor Nc((&WAY g Proctor Curve fio.J Approxla gg ' rid Lin%=" Source of Material rf) ME l Optimum moisture Type of Material dL E N 6 Acceptable Moisture s-Content Range E h3 Y \\ Weather ( Temp. St/NMY. coo l [ '= '" to i itaximum Density pcf Elev. M N Inspector #2,/ to///a.r ' Date lo[o[Bo f TROXLER fio.

y o c

c c o c c c c c l - S MNUARD C0Vili E E E En E E S E E 8 Checked By f// D;tel [Ah l Density Moisture Time 0 0 0 0 0 0 0 0 0,g W _ _ ' _ _ _ _ __lL6 1401 7:00_

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Moist
Percentj Percent Density j

Location & Remarks Elev. Count Moist. Moist. Count Dens. Dens. Dens tjgi Depth Count pcf Count Ratio Troxler Cont.Ck Ratio pcf Troxler Cont M. Comp I3LlN70Fo E: 6936 574,Q. l/ 117 6 646 23.30, _LO.'3 387 2.331 129.3 to75pcf ima owilico.7 3o7 N 1225 e s945 s73. o I-352. 97.3 27.50 Z4.1 "EE7E 410 2.470 12 t,. I 100.2. Pto en ios4 j 301 N73oo E 5936 575.0 ll74 846 23.38 18 0 404 f434 120,.9 10 5.1 1067 dnA 99 5 ! c9) N7500 33 E 5935' 57 5.o llB4 06Z 2 3.t.'5 13'42

336, Zo24 13(,. 9 ll4.9 io77 3tol N77CO s is.c lZl5 874 24.31 19 5 390 2.35o IZB. 8 toto.1 99 4

311 N7400 s76.o lZo7 91.95 24.12.

19 7 A04 2.4s_4 12(o.9 10 4.4 no4.z it8 Icoz 311 N7 zoo ' s 7 c.. o j214 .e7s 24 34 ZO.?, 4 16 2.sc6 ifs.3 loz.(o wl.2 its 98 5

3 N7000 s7t.o 12'3(,

.e>76 24.50 19.6 BOB 2.357 129. Z 100,.3_ ror. 7 artA 99.6, !d N%oO s76,o 1Z26 672 24.2 6 19.5 394 f.573 12 6. 3 los.C, 104 2 128 ici.s 3 l 315) N7f3oo syc..o 123c) .e74 t4.Sl

14. 3

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2. l(,9 1331 _Ilo. 8 tolo 315 M(ACO E 5 4 2.6 s'77. o 1218

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Da telo[31[BD f jensity Moisture Time na w

w w w w w w w w 8 - j ) _l'.,o 139 0 7:00 I::::' O_ i iaco

PATE /O-30-9 DANIEL INTERNATIONAL FER.'!I II NUCLEAR PROJECT Mic2awgve Mo6Tt.)( E F E A Diro GS lab hO

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Lccation & Remarks Elev.

Density Count Moist. Moist. Count Dens. Dens. Dens ' 3d i Depth Count pcf Count Ratio Troxler Cont.Ck Ra tio pcf Troxler Cont. M. Comp i

321 N7soo E59Zo s77.o V

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37A N7400

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~ PATE ll- > -80 _ V .O J DANIEL INTERNATIONAL h-FERMI II NUCLEAR PROJECT Micaownve tootsTOlt E FEADir45 .~ lab # t 32 7 33 4 33 3 3R 4 M7 ve A-s,--.. *- x lCEATio *4 4_.. nn3oO n')50o nnoo R;) Bob' % 4"7two D...--.....-.. Tm f l.g g.7 ,5.; ,_, ( -. tg a.,, . w. w. i. 1, Wet Weight of Sample and t ~s: .y-. Tate E V'}$ 244.c0 % ) 'h d 0 R20 d *'o 9 .-~. - - - - y ?. (G.. 2. Dry Weight of Sample and _ AA 1. O A %9. d RM.5"' R J/?. 8 .br e. 47 u, T,, - Tare

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aximum Density pcf Elev.

Inspector NL caplet ' Datell[3,/go IROXLER No. p a .o o o o o o o STAflDARD COUili g; g; 3; g; g? S? S? 8 Checked By g h 1

Date 11/3/20 m

lensi ty Moisture Time w w w w w w w w w w ~_ Itch l'%9 1:oOAM

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Moist
Location & Remarks Elev.

Count Moist. Moist. Density fg Depth Count pcf Count Dens. Dens. Dens Count Ratio Troxler cont.Ck Ra tio pcf Troxler Cont. 8. Comp i B h loCp e 59Zo 580.o 6 110 4 833 23.mM " J.E d' 378 2Z77 15 0.6 sca. t Pc f ed na.z 4d97soo m i. o 114 1 .ezo 22.s9 % ses 2.szs ize.s ice.s 104.2.1. e s.2 $ N73oo 90Z 705 is.e>7 'iM6 432 2.co2 12 5. 2 ios 9 io(. 7 au 99.3 4Z idfo900 1l44 .822. 22.66 % 39 7 2*92 iz77 t o r,. c. 99.9 1 T3 97100 ~ 110 8 79 ro 21.s1 M 394 2.573 izs '5 los.1 toi.3 Mt h)77oo iZ. lei .07.3 24.2P_; 20.2

4ff, 2500 125 5 to2.6 96.Z 1

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Date ll[4[BD f pnsi y oistur Time

_lWe l?dL TODAM e,q

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f. 5 e

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Density Lccation & Remarks Elev.

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Da te ll/fa lB0 l '

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'76 ue ... w u,, roject INSPECTION AND TESTING 0F 9.513 0 Ouchty Assuranco SH3RE BARRIER CONSTRUCTION N' Procedure I _ _ et 2 7 Iv) EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date 7-f /-6 0 Totai Grid Line N 6 86 '7 Compressive Strength / 7 ~.30 p.s.f. MO. p/' Grid Line E s 9,, '1 Approved to el ce fill Yes: Jo:/ Eleva tion _.5-A R ' / Sampie No. ^"Q ")6 ,ns&, y / Equip. S/N DELUC-01 pector NAfJ 4.c Pe p ~ hCru Sketch of Samole NA O Lead Area check L(in, e (1bs) I-By Descripticn of __Ac ec s . c> l k 26 .og6 /. 4 Y I '7 failure: D" .oso 5.0 .o t

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Yi ~ / 'l Project INSPECTION AND TESTING OF 9 13 0 ~ TOC Ue Sl! ORE BARRIER COi;STRUCTIO!: Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: Date: Elevation of Sampling: A.S.T.M. 0 15S7-74 Sample lab number o 7d Depth of sample 0,f (ft) % Recovery f[r3 Method of advancing sampler [Cemtant force M 3 (circle ene) v Type and size of sampler Shelby Tube 2" x 11.6" Samfler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 6 /7[! Thickness of soil layer 4 f.7 my.5.b M S Despription of soil &N-6A2p d/sv__ev//d S//& V { i Depth of water to surface / (ft/ e, CALCULATIONS FOR % MOISTURE 1 Can No. 2 Wt. Wet Sample and Can (gm.) gg,p 3 Wt. Dry Sample and Can (gm) g,g 4 Wt. Water (gm) (2)-(3) ,3 5 Wt. Can (gm) gg 6 Wt. Dry Sample (3)-(5) j 7 Moisture Content % (4)-(6)x100 & g. 6 ' ~ ~ Technician (s'gnature) Date Computed by: Date: Checked by: Date: 5cale 32N f ?' 2f - 65 f jg-9-Q T L [k Nk fS./S

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AP PEGJ.X.D_... - _.__ -- __ %D ue Project .. u Qua!ity Assurance INSPECTION AND TESTING OF 9.513 0 Procenze SHDRE BARRIER CONSTRUCTION I of 2 C) U EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 J Test Location Date 9-A 3-8C i tal / Grid Line N 9.24o Grid Line E r9 '/S-._ CompressiveStrength2Ol3 p.s.f. R04 Approved to lac fill (Yes: 7 NM Elevation SG '/, 3 u Sampie No. 6Q lo g Q g y Equip. S/N DELUC-01 ng, :,o r l ped-4568 Sketch of Samole n Load Area uheck. r L D.,n. (1bs) 1 BY r Ao ec Description of .c h 50 .os /. 4' t' 3 4 '7 D" -.>5 ^$ t o..> .n18 /. 4' O />.fM failure: .420 g ;;'.c . bil 0 J. 49 /n.O? L7

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9( / '. Project INSPECTION AND TESTING OF 9.513 0 hroc SHORE BARRIER CONSTRUCTION ue Exhibit 9.513.5 Page 2 of 2 BORIriG LOG Location of Sampling: Date: 7A7TO Elevation of Sampling: A.S.T.M. D 15S7-74 Sample lab number Mh Depth of sample C,5 ~ (it) iRecovery [O Method of advancing sampler Constant force /TaSes (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/f1 DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 7 Thickness of soil layer ( ~' Despription of soil Depth of water to surface (ft) CALCULATIONS FOR % MOISTURE N3 1 Can No. O.g 2 Wt. Wet Sample and Can (gm. ) f gf,7 3 Wt. Dry Sample and Can (gm) fyfj. 3 i 4 Wt. Water (gm) (2)-(3) yj, y 5 Wt. Can (gm) 62 6 Wt. Dry Sample (3)-(5) 77 9,7 7 Moisture Content % (4)-(6)x100 2 7, fp[ ' echnicia (s1 nature) Date Computed by: Date: Checked b> Date: $5.l e'37is i

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q,. ue r.. w Prciect INSFECTION AND TESTING OF 9.513 0 Quality Assuranco Prcwedure SHORE BARRIER CONSTRUCTION W l of 2 /") EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 C Test Location Date 9-29-So Total Grid Line N 7 370 Compressive Strength c9J 31 p.s.f. n0= y Grid Line E E9 vf __ Approved to place fill Yes: Vio: Elevation % 7. o Sampie No. __jp1 Rmtg J Equip. S/N DELUC-01 Inspector Sketch of Sample O Area Check L(in: 'F f dibs) 1 o By Description of An ec ._g20 E' .009 M &' M 3.49 }" failure: ,42O_ /O ..s D

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I9 .a Project INSPECTION AND TESTING OF 9 513 0 ob) Ouality Assurance Procedure S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: IV1MO 65Y Date: 9 ~8 9-3 # Elevation of Sampling: S69 A.S.T.M. D 15S7-74 Sample lab number 1 01 Depth of sample ?" (ft) % Recovery f O Method of advancing ', ampler Constant force /TaEeM ircle one) e v. TyV and size of sampler Shelby Tube ?" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 5 Thickness of soil layer /k/A s Despription of soil $4nd dea n, /ccCk./ sb & mg/e Depth of water to surface b/g (ft) ] CALCULATIONS FOR % MOISTURE 1 Can No. D -5 2 Wt. Wet Sampleirid Can (gm.) jg 3 3 Wt. Dry Sample and Can (gm) ,g,{ 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) {g 6 Wt. Dry Sample (3)-(5) gg 7 Moisture Content 1 (4)-(6)x100 f Technician (sicnature) Date Computed by: Date: Checked by: Date: 551e $N 9 " 3. t 40.A ._e 1#fo A! 9~]**W103~l r' x 0

t:, 1 ,'rojc:t . -.,e r Gua!i / Assuranco IfGPECTION AND TESTI!iG OF 9.513 0 Proce, dure SHORE BARRIER CONSTRUCTION 'm I of 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-65 Test Location Date /d/h/Ao Total i Grid Line N 74270 Compressive'Strengtn 2 /6, @ p.s.f. Ma y Grid Line E WWS-Approved to place fill Yes: v No: Elevation s7 Sample No. n (, fpr O ' Equip. S/N DELUC-01 Inspector Load Area Check Sketch of Samole O L(in: r (lbs) 1 By Ao ce Description of . cW I 5_d .e/V /. v.r 7.vf failure: D" .rA C aa . c_3.t i.4( L.7 (o .se c ><_o acc-3

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85 (f. a u. ) Project INSPECTION AND TESTING OF 9.513 0 m e.. ua SS 'e S!! ORE BARRIER CONSTRUCTION e hibit 9.513.5 x BORING LOG Location of Sampiingrt/7 6 70 ED Date: /C /'O Elevation of Sampling: 6(7 ' A.S.T.M. D 1587-74 Sample lab number ///, Deth of sample OE (ft) 5; Recovery 7 /) Method of advancing sampler Constant force (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 5 ( ~ ihickness of soil layer A De;pription af soil C! 12.A cf p /A ~ <- /e Q I Depth of water to surface M[A (ft) W/ CALCULATIONS FOR % MOISTURE 1 Can No. d-6 2 Wt. Wet Sample md Can (gm. ) gg 3 Wt. Dry Sample and Can (gm) f i,,g 4 Wt. Water (gm) (2)-(3) zy 5 Wt. Can (gm) g,, o 6 Wt. Dry Sample I.3)-(5) p Moisture r ecent % (4)-(6)x100 7 e yg ~Iechnician sicnature) Date computed by: Date: Checked by: Date: SH W S7N g- /8-J ~60 &/ / s-7 -da, Ad/ A' N.*L. Sh'~l

\\ Project Qualiti Assutanca INSPECTION AND TESTING OF 9.513 0 Procedure SH3RE BARRIER CONSTRUCTION ~ l os 2 ) EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 s Test Location Date 9 /, Total / Compressiv'e q g 1 0 Grid Line N 6'i d / St ng t h_,Z;R / 9, (o p. s. f. 020s Grid Line E.rq M Approved to place fill Yes-No: Elevation fMF + Sampie No. __o 7 e/ /[g6 z.c g Equip. S/N DELUC-D1 Inspector %Y W KI ftug,,, t L C ?J 4'56 8 Sketch of Samole o t,o d Area Check L U ",' e lbs) 1 A, 4, By Description of a cA_.

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3 Pro'ect INSPECTION AND TESTING OF 9 13 O PO e S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sam.pling: N 6 3 (o 6' E 5 TS Date:9/44/8o Elevation of Sampling: SGp# A.S.T.M. D 1587-74 Sample lab number 67M Depth of sample n.5 (ft) % Recovery _1f0 7c Method of advancing sampler Constant force ircle one) Type and size of sampler Shelby Tube 2" x 1 Sampler S/N DES PH02 Hammer weight and drcp 21.7 lbs. 2.83 ft. Number of blows per 6" of drop (o Thickness of soil layer NfA O Despription of soil __ 6 c_4 y siury elA9 Depth of water to surface cy / A (ft) i F CALCULATIONS FOR % MOISTURE 1 Can No. C-4 2 Wt. Wet Samplemd Can (gm.) p/g,4 3 Wt. Dry Sample and Can (gm) jg,g 4 Wt. Water (gm) (2)-(3) j,._ j 5 Wt. Can (gm) g,f 6 Wt. Dry Sample (3)-(5) jj y 7 Moisture Content % (4)-(6)x100 U? l Technician (signature)Date Computed by: Date: Checked by: Date: scale 57N odd nvm .gfd e->s=n ra m A1A di h/ uovrey /g 4 e d i c /e. /Lehs ! S E 4 Se' ?'* ar e < fc i / #Of)_3

F.. u. ~ 9 .. a ~ l eroget INSPECTION aid TESTIt;G OF 9.513 0 Quality Assuranca SHORE BARRIER CONSTRUCTION Pro:ecure I o' 2 E).HIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 0 Test Location Date lo /, / s3 -iotal y Grid Line N t.4 o m Compressive 'S trength 7 2. s t p.s.f. Mn Grid Line Ec t Approved to place fill Yes: g t;o: Elevation S e r' Sampie No. /// 4 J f. & c t r.,,,' Equip. S/S dei.UC-01 Inspdor

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p P en* Project INSPECTION AND TESTING OF 9.5k3 0 V Ouality Assurance Proceaure S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 BORIt'G LOG of'[6o Location of Sampling: N74oo E ( Date: t Elevation of Sampling: 567' ;' A.S.T.M. D 1537-74 Sample lab number. /// Depth of sample n,S (ft) % Recovery 65 Ye Method of advancing sampler Constant force (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/f( DES PH02 Hammer weight and drop 21.7 l bs. 2.83 ft. Number of blows per 6" of drop 7 Thickness of soil layer N,} A C3) Despription of soil 6 r 4 V, b lo c to f s em e b to u. m I Depth of water to surface N A. (ft) V4 CALCULATIONS FOR % M0! STORE 1 Can No. c-3 2 Wt. Wet Sampleand Can (gm.) 3 Wt. Dry Sample and Can (gm) j 4 Wt. Water (gm) (2)-(3) g,7 5 Wt. Can (g=) g,g 6 Wt. Dry Sample (3)-(5) g 7 Moisture Content % (4)-(6)x100 / ggy Technician eigr ture) Date Computed by: Date: ~~ Checked b " Dats: $cale 5/ti ~ JJDdo l$,,

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h' u. ,. w s., ett INSPECTION AND TESTING OF 9.513 0 [2uality Assuranco SH3RE BARRIER CONSTRUCTION * a ' .g ',rocedure I o' 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESUL15 ASTM D2166-66 Tet Location Date 9!slt/ Total V d __ 2 2 h 1 p.s.f. Grid Line N A%$ Compress'ive trength @20a Grid Line E le W Approved to place fill (YesMNo;# Elevation GA f O/ecOt i'/ Sample No. o7s Equip. S/N DELUC-01 Inspector 5.5 NS g g//-y6M Area Check Sketch of Sample O '. cad EW-A, _eg ec By Description of L U.,n' r (1bs) .c it z.S . c c.9 I,44 t,r D" failure: . eta .S. O .e OS s,AA A,:6 .o 2. B _ 't. 5 .o O Cl I.44 .$". 7, 6At to.m a01 1A4 6.9 "" ~ 2 .n S O 12,5 . a 7,. I,.46 A f.o n t 't.3 .bG l. Sl-t\\,$ 1 7 Lg ,Z4 b 2e.n .n6 1, Si 12.9 .At[ _22.6 .il 1,6 l 14.0 es t.S._.E. o .i4 I. G (e 15.I AK4 L 'l, S .\\% 1.3 A ( S,8 /, s o. c> Fc i s. 24 '/)IV C LT 2L. i n. A0I'43in. 2 I i i ! t i I i ,..l> SL * ^ iu a -j g, g w. M / p y.fyF U k $_ ,.7 ~, = / i g x 73___ ,,.1 4 l l , c,.. f. )q a t u j D .jl f-'~~ ~~~ ~~-~~- ~~~~ ~ ..4 _~___-_ 3 g- ,e i.q _7 g 3 . - - = ~ 7--- q-

c. g t

=L -L A= Ao/ I-E {. .~~~ ~~ Compressive T L r ( p2 E ="'1' /LT strength = max. total load or A = 7tR, (of specimen, 3 2,; 3 g load at 20'. de-cy =P/A formation x 144 c 2.: - which ever oc- )v..__ _. P=given applied load curs first. o' .05 .10 .15 .20 .25 .30 .35 .40

.. i x,. s. c =. Id.e (~\\ P(Oject INSPECTION AND TESTING OF 9.513 NurnDe' F4ev k-Oua 0 p,g ue SitoRE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG t.ocation of Sampling: M6995 Date: 9[24/60 Elevation of Sampling: S(, # A.S.T.M. D 1587-74 7 Sample lab number 0 73 Depth of sample OS (ft) % Recovery i m 7, Method of advancing sampler Constant force ' circle one) v Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop B Thickness of soil layer N/A Despription of soil 6c+y; s,t71 cIw Depth of water to surface N }a (ft) GQ, CALCULATIONS FOR % MOISTURE 1 TanNo. c,5 2 Wt. Wet Sampleand Can (gm.) 60 3 3 Wt. Dry Sample and Can (gm) y 4 Wt. Water (gm) (2)-(3) gy 5 Wt. Can (gm) g,p 6 Wt. Dry Sample (3)-(5) yp 7 Moisture Content % (4)-(6)x100 / l Technician (si a t. eTDate Computid b Date: Checked by: Dit'd: 5 cal D 7is Aj us-s A$y-r-ar-ss v0 rd m-' D W h.4/ e.~ ecy Ar/6 @ M c c le. fL ks/eg @ & $ L~5 / J" N'V " 69f 't e

f u. ,,.-.,e. ~?roject INSPECTION AND TESTING OF 9.51 3 0 .Justity Assurance SH3RE BARRIER CONSTRUCTION l ' roceoure I e 2 i ob EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Total Test Location Date 1 e3 /r /.o e, Grid Line N T.56 h Compressive Strength 23Rb p.s.f. M O:. v Grid Line E r Approved to plac fill Yes: g No: Elevation 5o r ' e" Sample No. //E ,#~ 46 Equip. S/N DELUC-01 I ns'pe'c to'r Sketch of Sanole O od Area Check L(in: 'pfibs) I-Ao ec By Description of D" ,c : n S.o .er7

f. e a v7 failure:

c. 9 i rs. o

.cD 3 AvA 2 Ff ~ ,1 A P 1 9. cs . O*f 9 Lso )D d O ~ ,27 o 2c.h 096 157 JW ~ ,MC

21. s~

1/7 //-J 13 tt i A1n

15. c

.o W L b7 iMC 7 L'T lg . _s z t 2t S . Ob s.74 4.to . c-M 3c.c 411 A 6; //.i'7 6 Lt _ \\ 1 2 LT in. A0 in - j i ii,6 i i i i t i A I j .9 ,.g.; / WQ ~_ y E G _l g _ _--fg f kV- _. ~I~ll_._ CI _. _Q_- q d___. q_ l { -- _g+-- 7 1 iS_ ___._.- 8 q{

o

/ .-j. e y g y n. g 6 L=L -L A= A o/ ' - C g r, ./.- Compressive T g v LjT strength = max. total load or .-..J --- _- A = W, (of spe:imen) ..]L_._ o load at 20'. de- [ formation x 144 g=P/A which ever oc-y . P=given applied load curs firs *.. s s' a_-_E__ _ _____ _JUL _A .30 .35 ,40

- - m ....- m v ~::. w -~ + 1 - = n g 10 s.' a Project INSPECTION AND TESTING OF 9Y13 ~ 0 Oua p,ge gu e SitoRE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N 7,5 (, o E { Date: io /s /go Elevation of Sampling:,567'l" A.S.T.M. D 1557-74 Sample lab number //2 Depth of sample n,5 (ft) % Recovery 55% Method of advancing sampler Constant force (circle one) Type and size of sampler _ Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop S C Thickness of soil layer NfA Despription of soil 6eer btot sf ennen w{hcemv Depth of water to surface NfA (ft) ff CALCULATIONS FOR % MOISTURE g 1 Can No. gq 2 Wt. Wet Sample aid Can (gm.) gjg 3 Wt. Dry Sample and Can (gm) ,g 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) 4,t 6 Wt. Dry Sample (3)-(5) ggg 7 Moisture Content i (4)-(6)x100 7q l Technician ign ureT Date Computed by: Date: "cnecked by: Date: sca W s/.4 ~ /#MN_ D /' ~Ud6 /@M t

3 a. ... w Proj.ect 0 tality Assuranca INSPECTION AND TESTING 0F 9.513 0 Procedure SH3RE BtARIER CONSTRUCTION g .() EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 v Test location Date 9. 2 9-8 0 Total /_ Grid Line N 7$8C Compressive Strength 2 Ll83 ,p.s.f. M0m Grid Line E my$ Approved to piace fill Yes: g Nc: Elevation SM.p Sample No. __ o99 Equip. S/N DELUC-01 Tns0ector Sketch of Samole O Area Check L(in: hofd1bs) E-BY Description of Ao ec .009 __5" &O3 /.4 7 3_.50f D" 103 7 JO ,0/2 l MS_. (1.92 fa11ure: .cEB s s* .019 / 4 9/ /020 / f .EeB_. _KO . 05G l.5/L Q.25 Y '"~ 2D_ _2s . 0+1

i. s 9' tr.7Y

.31L _ 2 7. G.iloLLfor Ib 71

I-r t,

JJL _30 .Mh I. W LZ22 & '/. ?Df /fa.?3 fe.*! Jfe]__3 2. S'.D W-FA/4. mD LT 1 in. b n2-A0 i u! i i i i i i i I l i C 4 N c QQ & sy m7-4 ~~7Qi.T'; Mf3 29- %h-d a-i I o C(_ s -+ b .f _ 1 o . j-~~ ~ ~ 3 m - f- ~~ _j . _[.,_j__. .a - --1-- -))~ ~_~(([ ~ [1._ i-8

~_

--- -3_ - 7 '-k'__il ~~ ~~~~ ~ T~. _ - t- . - -- ----~ -~ 3 ~'- .L A= A o/ ' ~ C o L Compressive 7 _i_.__ ~~~~~ ~~ E. = A /l L T strength = max. f total load or -- ~~~ ~~ A = ifR' (of specimED) load at 20:. de-O=@ formation x 144 c which ever ot- . _[ _ ~~ p=given applied load curs first. o .05 .10 .15 .2p .25 .30 .35 .40

9f m i.. ww se. Project INSPECTION AND TESTINC OF 9.513 0 ua 8 pg u s!! ORE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG 7[/h4 Location of Sampling: R/ 78 5 0 4 5 9 C-Date: Elevation of Sampling: g67 A.S.T.M. D 1587-74 Sample lab number 04 9 Depth of sample (ft) tRecovery [O Method of advancing sampler ' Constant force ' circle one) \\" Type and size of sampler _ Shelby Tube 2" x 11.6" Sampler S/N DES PH02 4-Hamer weight and drop 21.7 lbs. 2.83 ft. 1 Number of blows per 6" of drop A Thickness of soil layer &/Af l s .2/ Despription of soil ora ' 4r o/4v / / Depth of water to surface ,r,/4 (ft) -94[ CALCULATIONS FOR % MOISTURE 1 Can No. [,_j7 2 Wt Wet Sample md Can (gm.) y 3 Wt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) (2)-(3) gy 5 kt Can (gm) g 6 Wt. Dry Sample (3)-(5) h l.1 7 Moisture Content % (4)-(6)x100 g Technician (sianature) Date Computed y: Date: Checked by: Date: $~calD7is V( ~. pj f sm -fs /}}, g-Jo-L A / 9-yc-Sc 7~B B -1

u. q . Proj.ect w INSPECTION AND TESTitiG OF 9.513 0 ua k ssmanco SHORE BARRIER CONSTRUCTION

m I

of 2 (-) EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 v Test Location Date to/,/po Total s Grid Line N 73 4 o Compressive 'Strengtn c9 s l l p.s.f. 0206 Grid Line EL Approved to pl ce ill Yes: g rio: Elevation so r ' i Sampie No. I10 n e: # ~ ~ ~, ' Equip. S/N DELUC-01 O Area Check Sketch of Sample L(in L,ofd1ds) .E. By e Ao ce Description of .o p 5,o .cre /W 3,/ 9 D failure: ,asc \\c, o nt 9 J. Vf f,.o o ~ t ,In4 i<.o .o3f /.#E /o. I 4 I , l BS 3.0, n .a62 l*Sb /.11 &r ~ _2.1 A 22.K .A79 /.f4 N.<J ,u s zs.s . _i d J. sn tr.p 1 7 t, ,%8 2s.K .1_t3 1.05 /A & T . S i c. t> c i o . l ')b /. 71 / '7 W CLC sz,5 Fa i m 0 t13 in. ^0 m 2. m I e ,i i i a u h M

- )

) 0 A1 q / ky = / n / / - Q e s.s i s 3 I v g; T i .O r c., 1 j g. j. g A L=L -L A= Ao/ '- E T L H E = A /L Compressive g __f___._ g T strength = max. y c L A = 7tR' (of specimen) ~ total 1oad or g load at 20f,de-5 g=P/A formation x 144 which ever oc-yl - __ P=given applied load y curs first. i o .05 .10 .15 .20 .25 .30 .35 .40

W 9 Project INSPECTION A?;D TESTIt;C OF 9$13 0 Oua surance p,gc e sitoRE BARRIER CONSTRUCTION Exhibit 9.513.5 BORifiG LOG Location of Sampling: M T 3 4 C) E 4_ Date: i o / # la c> Elevation of Sampling: 567'I A.S.T.M. D 1537-74 Sample lab number //O Depth of sample O <r (ft) % Recovery 5 0 [e. Method of advancing sampler Constant force circle one) v Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/fl DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop (c g~s Thickness of soil layer N,} 4 o m o n u-c g e a y of 4o or Despription of soil b c e w,y Depth of water to surface N/A (ft) T CALCULATIONS FOR % MOISTURE 3 1 Can No. g, 7 2 Wt. Wet Sample aid Can (gm.) jg 3 Wt. Dry Sample and Can (gm) g g,9 4 Wt. Water (gm) (2)-(3) y,, 7 5 Wt. Can (gm) g,t 6 Wt. Dry Sample (3)-(5) yg 7 Moisture Content % (4)-(6)x100 / g, F iechnician (sic ature) Date Computed by-Date: Checked Date: Scale S/h O & JA~d-ho h .<:)tA$ w- / E E Y O l 'l i

, j roject ---ta .. w P Quality Assuranco INSPECTION AND TESTING OF 9.513 0 Piccedure SH3RE BARRIER C0tGTRUCTION

an I

of 2 EXH131T 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date

u. / r /ec Total f

.s.f. Grid Line N 7 75~C Compressiv'e S'trength A75O p 320;. u Grid Line E S'? YS Approved to place fill Yes: - No: Elevation 5(. 7 Sample No. ti a L. t / g. t _. Equip. S/N DELUC-01 Inspector Sketch of Samole o 8od Area Check L(in, J flt's) 1 Ae ec . By Description of .c 10 EO ,ee s L4y failure: aM_'. 10.0 .nnF n, A q ' _3.50' D" E.nN _, e l s' i s. o . c ut f.Aa' to W at 40.o , e 44 i.Jo' is.rs r-Ar 6?I.O ,or z t.W i s e,, +/.2 f_3 o.0 .i47. 1.57 7 I" m. ur b . t w E. N.o .zs c. i. n is ts/ ~ FA;I /W / t OO LT 3 in. Ao Wj#. i g G s. i Qi, _q LA.a Mb-Ey, >;. I v y W _4, nc _b ,,,e _.--=-+ g g.--: y / p g __

g.,

c 2 1. g 3.; g y.- m.- q__ n --f.-- M .. A L=L -L A= Ao/1-5 < t c, y _-4 E = A /L T L r Compressive t T strength = max. ) i. e. _4 total load or i / A = ?tR' (of spccimen) ,5. c, g load at 20; de-( = (y =P/A formation x 144 c s.o u-_ which ever oc- . P=given applied load curs first. 1.o o .05 .10 .15 .20 .25 .30 .35 .40

.e se~ .om e w ~^ ~ Q-( 14 t Project IrisrtcTIO:s Ar:D TESTI!;C OF 9.513 0 F.r L t' hee Oua t SS p, e SHORE BARRIER C0!;STRUCTIO!3 Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: M > rd C S1 +' Date: /O.7-/O Elevation of Sampling: 96 7 ' A.S.T.M. D 1EE7-74 Sample lab number >/S Depth of sample o.5 (ft) SRecovery DO Method of advancing sampler Constant force

(circle one) v Type and size of sampler Shelbv Tube 2" x 11.6" Sampler S/N DES PH02 Ha=er weight and drop 21.7 lbs.

2.83 ft. t; umber of blows per 6" of drop 9 q Thickness of soil layer M[A v Despription of soil 6C/!y bf // c./4 7 Depth of water to surface tJ/A (ft) g CALCULATIONS FOR % MOISTURE 1 Can No. c.) 2 Wt. Wet samplemd Can (gm.) y g 3 Wt. Dry Sample and Can (gm) gj 4 Wt. Water (gm) (2)-(3) g,g 5 Wt. Can (gm) g,9 6 Wt. Dry Sample (3)-(5) jm,7 7 Moisture Content % (4)-(6)x100 / ,g g, g Technician (signature) Date Computed by: Date: ~ Checked by: Date: $8D7N /7__1. h <_x-L'AL,u []d.-Ei /o * ' 'k. f_LB - ) a /L?" 3-D

b. u. oject .. a, ItiSTECTION AND TESTitiG 0F 9.513 0 a jspance SH3RE BARRIER CONSTRUCTI0il I es 2 (Va EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date 9 / s es /g o / Total Grid Line N T.4 I 5 Compressive Strengtr. 'M 6 3 L s f. Rh Grid Line E Approved to ac fill Yes: g fio: d Elevation S c r '.K I" Sample No. f o </ / )'/ ' Equip. S/t; DEtuc-01 Inspector d. l.ca d Area .c.h ec k Sketch of Sample L(1n e (lbs) 1 e __ By Ao s c Description of mo r, in .003 le / 3 6C' D" failure: ,nt s _io,n ,0\\D.1.LW ' _t; M - ,s t. K 1S O .01b \\ %' 10.I} .12 1 zo. o .ri.O ' i4i _13.O ~'F 2ix 25.o 62' 1,6 0 It.ZJ_ ~ JEs 21.s .0 W _1 55 \\~16l L 7 t, ,37i

s e. e

.tW 1.L@ ICt A7z s 1, s 15Tr I. M/ 11.1,'V ( sS.o Fast / 3 h, LT in. A0 in2-l 1 c # A n% g. W :$A,__ w gW 3 -g g 4 s 7 A p. )_Q .v 2 d' I 1 I e u: u . V-i, ~T _ r- _L_j. / I i s' 3.; -l- .y L p __.__[ = g q_ .g,. _.._;/ _ __q_ ,,,___j-g q-g3 ._ L..__ _p7 d L=L ~b A= Ao/ i-E T L r9 Compressive s, E = A /l t T strength = man (/ 5 A = 7tR, (of specire.en) I total load or y g load a t 20', de-L g=P/A ' formation x 144 .3 which ever oc- . P=given applied load curs first. o .05 .10 .15 .20 .25 .30 .35 .40

(O! \\* Project INSPECTION AND TESTINC OF 9[5k3 0 Oua p,gc ue sitoRE BARRIER CONSTRUCTION Exhibit 9.513.5 BORIfiG LOG Location of sampling: 74&6 Date: cg/sc/60 Elevatien of Sampling: $47 5 A.S.T.M. 0 1527-74 Sample lab number /o/ Depth of sample a.S (ft) % Recovery T C To Method of advancing sampler Constant force Hammer (cir:le one) Type and size of sampler _Shelby Tube 2" x 11.6" Sampler S/fi DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. fiumber of blows per 6" of drop 7 g Thickness of soil layer N,I A v Despription of soil th rrLrn ae_ ten geer,/breea lA (ft) Depth of water to surface N )

g CALCULATI0ftS FOR % MOISTURE

/ 1 Can No. g, g 2 Wt. Wet Sampleand Can (gm.) ,g 3 Wt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) (2)-(3) pq7 5 Wt. Car (gm) 6.L 6. Wt. Dry Sample (3)-(5) jjj,7 7 Moisture Content % (4)-(6)x100 / ~iechniclan (signature) Date Computed by: Date: Checkeo by: Date: Scal H /fi Y .._.N~>-4 Y w_).o -L-h i AN0-21f K? ~l

102 ( u. .a ty'Assuranca INSFECTION AND TESTING OF 9.513 0 a Procedure SHDRE BARRIER CONSTRUCTION N' I e 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location E,13 Date 9 /)'A ._8 O Total v' Grid Line N M,. Compressive rength 2637 p.s.f. no. Grid Line E A : a 's Approved to lace fill Yes: g No: Sampie No. y # ' ? 37 Elevation Oql s Equip. S/N DELUC-01 nspe tor Sketch of Sample n d Area Check LUn: Loflbs) 1 By Description of e Ac A ec .c z s _A.5 cc4 1A4Z LS.n_ failure: D" .mq Sm .e i 3 IA49 491 .o ts c

1. S

.C10

1. 4 k o T 4 C)

I (l .o n a . tomo .e z 1 .t.4 7 o 9eo i/ il ,1 cA iI.< .e sa~ t A E Z. 12.13" ,( .14 ci. _LS _C . c 4 'T i, Sc I I4 Y1 1. 4 'I 2 7 .zi o

2. o. o

.o t t' i,538 mu i h .ses as.o ans 1,554 zzst ,4 s s se o a4s i, re n asez .594 35.o .1 % 1."I S.5 1.E z l no.s Fa<u (3 V,.... LT 3 in. A0i d 3in. 2 -~" l t t 1 i l t i i i g,___ / zet -y /' e / T Y- ~~~ c ~~ ~~~' a b 7?[ zue ,a y QS g y__ _4,__ 3, 5 g ik __._y_ _j .._._..l

f. _t_.

_m._. ,e .. r. . _p l y 3 . r -...J E=A/l Compressive I, T strength = max. v1c -u----- -~ ---- --. A = ?rR' (of specimen) total load or o load at 20; de-cy =P/A formation x 144 which ever oc- -_7_. - --. P=given applied load curs first. 2 ^no" m05 010 .15 .202 m25 .30 ~ 35 Jo 0

lO3 p \\ Project INSPECTION AND TESTING OF 9.$k 3 0 Proc ue S!! ORE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: fD6/b '7 & 57 Yj Date: Elevation of Sampling: 566 A.S.T.M. D 1587-74 Sample lab number O7) Depth of sample o, 5-(ft) % Recovery 7O Method of advancing sampler,#onstant force (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop

21. 7 l bs.

2.83 ft. Number of blows per 6" of drop 7 Thickness of soil layer N fA 0' Despription of soil J co c I av wl 5 m s N,/4 Depth of water to surface (ft) F CALCULATIONS FOR % M0ISTURE y 1 Can No. (_-11 2 Wt. Wet sample aid can (gm.) g 5 3,3 3 Wt. Dry Sample and Can (gm) jg, { 4 Wt. Water (9m) (2)-(3) g7 5 Wt. Can (gm) (o, \\ 6 Wt. Dry Sample (3)-(5) ypg 7 Moisture Content % (4)-(6)x100 g 7y -Iechnician ( 'g ture) Date Computed by: Date: -Checked by: Date: Scalel/N ?~dRSkA lH-FL '&~ ~7 5 W l O V l

IO4 u. w, ' Project Ouality Assura;1co INSPECTION AND TESTIt;G OF 9.513 0 IProcedure SHDRE BARRIER CONSTRUCTION r I o' 2 EXHIBIT 9.513.5 VNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date /o /7,'pr M al p Grid Line N t, X 4 5 Compressiv~e s'trength A 9/3 p.s.f. M 0;. Grid Line E d Approved to place fill Yes:M o: Elevation S c, c. !< f 7 / (A / {j/t4//A / Sample No. /Q ' Equip. S/N DELUC-01 Inipec~ tor ~~ ~ O Area Check Sketch of Samole L(in; hoad (1bs) 1 By Description of Ao _cre .oM S ,O/ / / 45' S 9.5 failure: D" .cFP /0 &_23 f. '/6- && l ,l/ S /< 03 7 1,47 /G/V l djb /K f.0YS' /. 9 l],l-7, ./70 h>

6* 7 /5A B,//-

/ ,1?Q A *2 A M/, / 53 /U 7/ l-y t, ,- A A< . e 79 1. 5$ /t../K } ALQ _973 .dyft /,5% f7A/ ) y l& JD . /Of * /. 6,O_ M ti l 'l % 32.5.L81

f. 65 /9.70

/ . 5/ 5 s35* ,179 L1R DQ.22 % '- O ^0 z tr s 4e. i,' x4e. I i i 1 o e e i i i i ~ l i N Yb?.- Y$fedi d ~ _ m s. 2o- -)- ^ ?' u b l __v ~' ~ jj y /sy-e ,t - jo n - _ q . 7 g 7__ j LiL=L -L A= A o/ ' - E T g s 7. E=A/L Compressive t ? strength = ma>,. 5-A = ?rR' (of spe:imen) total load or ,y -y o load at 20; de-g=P/A formation x 144 which ever oc- /. . P=given applied load curs first. o .05 .10 .15 .20 ~ .'2 5 .30 .35 .40 e

105 we Project INSPECTIO!i At:D TESTIf:C OF 9.513 0 nr w 5.. s ,V Ouality Assurance Procedure s!' ORE BARRIER CO!:STRUCTION ~ Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N (o6 4 5 Date: lo/7/sc Elevation of Sampling: A.S.T.M. D 1557-74 Sample lab number /IIO Depth of sample A s (ft) % Recovery 7 o 7e Metnod of advancing sampler Constant force Hammer (circle one) Type and size of s6mpler Shelby Tube 2" x 11.6" Sanpler S/r' DES PH02 Ha=er weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop (o Thickness of soil layer Mfa l ) Despription of soil h > m. m u r-SI /c, c o / e c o u..< Depth of water to surface W / _4 (ft) 74 CALCULATIONS FOR % MOISTURE 1 Can No. gy 2 Wt. Wet Samplemd Can (gm.) 3 Wt. Dry Sample and Can (gm) g,g 4 Wt. Water (gm) ('2)-(3 ) j 7, 4 5 Wt. Can (gm) 4,p 6 Wt. Dry Sample (3)-(5) g j, o 7 Moisture Content % (4)-(6)x100 y, y Technician (sicnature) Date Computed by: DTte: Chec ked by: -Date: $~ilW/N C @& /tlN ll)3_ b/11/d w I 'l a 1 o

lO6 ue i Project

r. a

. grocedureuality Acsurance INSPECTION AND TESTING OF 9.513 0 SHDRE BARRIER CONSTRUCTION W I of 2 m ( ) EXHIE!T 9.513.5 UNCCNFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 s-Test Location Datc io /, /po Total Grid Line N r6 4o Compressive' Strength O/'/T p.s.f. 320!; Grid Line E ,e Approved to place fill Yes: / No: Elevation 67 ' in ,$ q') tLll&w,) Sampie No. __ ll3 Equip. S/N En. LUC-01 Inspector d Area Check Sketch of Sample O 'ofibs) I-l(in p By Ao ec Description of ,o n S.o . cg> /. 9 / 3 /7 D failure: s om nn n . o t o > r. YS~ _ C 9C i ,mn is.n .o'n

e. V F

/D. / V l .f G G zo.O . o r$' /. 3~/ /3)r ~ Je1 2 ?. _< ,tv 7 /,5~J /V,7 / n n & =Q l._ ? $xt

0?L

/*. h lh*b ~~ S y .3 \\ 2 2P< . /O O /, (r O /l f r ,ASE 10 _ h _//9 /,6 R / 8 id ~ . A Z. 2. _ 's t, 6 . / '/ / /. 6 L /% 5E AH \\<. n .t6 / /. 2 0 JC s'i >S T h 3 T,S

/ 't i

/ 71 A l. li d ,f") > (- s '1 AO sa 110 /, 73 Al, YS' L L t-V' LT ILL in. A0'W in2-t e i 4+c P y ~d% . W 4 h

e. L y

,, p. ^g [ w N ~~ l l ~]___ 1 3 _ q-_ c l g q_ -p a-y 6 L=L -L A= Aoj' ' -J T g r ,O 3 E - A /L Compressive g T strength = max. l W A = 7tR, (of specimen) total load or l* 3 g load at 20; de-(y =P/A formation x I44 which ever oc- __ P=given applied load w s fi t. I o .05 .10 .15 o 2 0 JE J@ mM Ao

107 = ~ I44 Npie' heu Project INSPECTION AND TESTING OF 9.513 0 SIloRE BARRIER CONSTRUCTION Proc ue Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N764O E4 Date: 1 o / i /s o Elevation of Sampling: 5 67' t" A.S.T.M. D 1587-74 Sample lab number //3 Depth of sample o,< (ft) % Recovery 56 "/,. Method of advancing sampler Constant force Q ;(circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/ii DES PH02 Hammer weight and drop ,!1.7 lbs. 2.83 ft. Number of blows per 6" of c.;p (e Thicknt -O layer NfA ) Despription of soil r-c + / (h t e a m 's ! c F 4 K F n Depth of water to surface afA (ft) CALCULATIONS FOR % MOISTURE f 6 1 Can No. (". g 2 Wt. Wet Sampleand Can (gm.) jgy g 3 Wt. Dry Sample and Can (gm) jpf, G. 4 Wt. Water (gm) (2)-(3) pqj 5 Kt. Can (gm) G,C 6 Wt. Dry Sample (3)-(5) jjg 7 7 Moisture Content % (4)-(6)x100 f g[_ iechnician si nature) Date Computed by-Date: Cher.ked by: Date: 5Hle $7N ~~ htDj~ $$l /d2sL6L h, A -./f raA - 8 % $ -.a O b 7-

10 8 u ty Assuranca IfiSPECTION AfiD TESTItiG OF 9 13 0 Procedare S93RE BARRIER CONSTRUCTION I e' 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 pd Test Location Date <t / so/e6 Total Grid Line N 7 4 7 &__ Compressive Strength "bl//1 p.s.f. 020% w Grid Line E E W Approved to lac fill Yes:M No: Elevation ..s c, 7 ' 2 < F f n N,. s Sample No. /o5 Equip. S/N DELUC-01 Inspector o Load Area Check Sketch of Sample L(in: P (lbs) I-By Ao cre Descriptior, of .663 5.o .CC 'i iA3 M O-f" failure: , o o t.- i es, n .001' i.43-1.fW en, ts.n ,oth LM, Co.6-l .e 2 e,_o 002-i.e f . e t 't Wn .MD' i.W 70 'v / . xc.s 15.o 0W h s'l-6 3' 1[ I; act 1,. s .s13-' 145' GV A WI 46.O r 1(17 i l*l1' Dk j ,CO2 4 A,6

M 1.19' 'l.d

/. ? O tr S 1 2 ^0.d34n. in. I t i l i e i, I i i i l l l l l l I n 5_ P-- A / ^ e;n] I n m.GQ[yg% ~ ~i lii i o" ~ / Y ~ Ti i ~MIj7 l N TI-~ nel_ i T1 i 1 TTii i t 5 T i I l l-c.1 q_ p j _. q; -i 1 j., 6 L=L -L A= A o/ ' - E T L H E = A /L Compressive g T strength = max. m ( A = TR, (of specimen, total ioad or 3 l I g load at 20' de-l ~' q=P/A formation x 144 vehich ever oc-p=given applied load curs first. l o .05 .10 .15 .20 .25 .30 .35 .40

10 9 (; Project INSPECTION AND TESTIt:C OF 9 513 0 Oua p,gc ue SI: ORE EARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: N T-9 7 O Date: 9/so/go Elevation of Sampling: 56 7 4 A.S.T.M. D 1587-74 Sample lab number /O f Depth of sample __ o, 5 (ft) '4 Recovery 7 C *7 Method of advancing sampler Constant force Hammer (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 8 c. Thickness of soil layer N 'A i 4 Despription of soil rA, rr c r es 6rcru/r.rer/8cova Depth of water to surface n)a (ft) CALCULATIONS FOR 's MOISTURE 1 Can No.

c. 4 2

Wt. Wet Sample ald Can (gm. ) 15 t.1 3 kt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) ('2 )-(3 ) 2, 62/ 5 Wt. Can (gm) g 6 Wt. Dry Sample (3)-(5) DCf o d x, [ 7 Moisture Content % (4)-(6)x100 '~iechnician (signature) Date Computed by: Date: Checked by: Date: scale 5/N 't& Ws /n-/ fc / A&~ > -th% $ hll Ok 1.EGA-J T l

11 0

.i.

Project . m. INSFECTION MiD TESTING OF 9.513 0 S U SHDRE BARRIER CONSTRUCTION N' rc e I 0' 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date /c/t/go ,/ Total Grid Line N 7/2O Compressi've ' Strength 86 70 p.s.f. [2204 l Grid Line E 69 4 5 Approved to place fill Yes: 7 No: r Elevation 5(o,- // Sampie No. Ii 7 f {[py ~ Equip. S/N DELUC-01 spector d Area Check Sketch of Samole O 'oflbs) 1 L(in: P Ao c'c By Description of .et6._f. o ES /, 'M ?.47 failure: D" ~ .o11 /n.o .a/0 /_ d 4' 6 94'- .O.53 I <~s .n/A

l. Wh ID A7 l

/ D .cs o ao o .nso '/. y 'l 'IBb/ ~r / I .,4Q Mn .o47 /. TO /(~.67 /\\ / gr ne 6 nA~ f. SY ff.'36 s L-y t, f \\ ( . M c_._2 R. o - Il3 /. (> / $f74' I to s .u 19 'fo.n . Hr 0 /, 90 M 59 i / s .t so uc.o . D l'7 '/. BTMs4 c - c. O LT S in. ^0 Mn. / z i t 1 ii i i i 1 i ii i i I _j WM . q ;s g g' Mf (' ~ ~ y; e - My g%. % V yQ ~ ,Q C ~ p 7 i 3 f _.__._y . q j Jg3 - e.i ,e 1 _q_q-g.g q_

g y

/_\\L=L -b A= A o/ I - E-T l e-- g___ E = A /L Compressive g T strength = max. I-v total load or A = ?rR, (of sp(cimen) 2 g load at 20; de- ~ (y =P/A formation x 144 which ever oc- ~~ j- . P=given applied load curs first. o .05 .10 .15 .20 .25 .30 .35 .40

U( s. h Project INSPECTION AND TESTING OF 9 513 0 U) Qua t ssurance Pr snore BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampiing:?F 77470 E ffM Da te: /O ot -#r> Elevation of Sampling: F/7 A.S.T.M. D 1587-74 Sample lab number //7 Depth of sample C,6 (ft) % Recovery M Method of advancing sampler Constant force (circle one) m Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop h Thickness of soil layer M/A g Despription of soil 6';P/Is n /n Me

c. // -

~ / I Depth of water to surface N/A (ft)

g CALCULATIONS FOR % MOISTURE 1

Can No. g_7 2 Wt. Wet Samplemd Can (gm. ) p 3 Wt. Dry Sample and Can (gm) g g 4 Wt. Water (gm) (2)-(3) g,j 5 Wt. Can (gm) 4) 6 Wt. Dry Sample (3)-(5) j jg, g 7 Moisture Content % (4)-(6)x100 / 8 Sn, '~iechnician (signature) Date Computid by: Date: Chec ked by: Da'te : 551TS/fi n 82. ) M -$D _/30 h AC 3'O H ~ 3 Y1-- N

U2 u. ww Proibct 00atity Assurance INSPECTION AND TESTING OF 9.513 0 Procedure SH]RE BARRIER CONSTRUCTION N' i e' 2 Q EXHIBIT 9.513.5 UNCONFINED COGRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Datej G N B C Total g/. Grid Line N lo780 Compressive Strength M/8..R,p.s.f. 020% ) Grid Line E.52/S C Approved to place fill Yes:_ / No: Elevation G B' Sacple No. _613 [ [2rfer Equip. S/N DELUC-01 Inspector d. Area Check Sketch of Samole L(1n, Lofdibs) 1 e __. By y Ae Description of c .cc.1 _3_. g . cc I / 4/3_ /,&_ D" failure: .eo4 .< o ,ooi

e. # 3 S.,f eM 7.5 m o.2

/. O 5. A \\ l ._c t e t e.. o a12.3 /. 4'.3__S.C) \\ ~ ~ .e LE 16L .M 6__f_p/ 'f' JA 4-nc A'l zb O @/4 l3. Y L T Lg .s t n 2.s. s na >. 4__ /_2,1 a nA so.c .o S

i. w '7

.QC,5 i .t S 3 ss.o nS /. 5 l R3.A w As.o .o S

s. K 5 Q S.B C-45.6 Fu LT 3 in.

A / 2 O A4in - I t I I i l i F y t, } / 4.

i

~~ / W L. O 4 L.=____ y.. [ g 2 y-.. - i o -._. _N t _._ ___-( e q_ S 6 L=L -L A= Ao/ '- E T L r Compressive g]g E =4/L' strength = max. f_.__ _._.._ A = ?rR, (of specimen) total load or g load at 20i de-(y =P/A formation x 144 which ever oc-f..- __. P=given applied load wrs first. o .05 .10 .15 .20 .25 ~~~ ~ ~. 3 0 35 .40 A

q,3 ( l Project INSPECTION AND TESTING OF 9313 0 o Quality Assurance b Procedure S11 ORE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: M 6 9 5 0, i463( Date: 9 [ys /EO Elevation of Sampling:.5 /o 2 # A.S.T.M. D 1587-74 Sample lab number C 73 Depth of sample o5 (ft) % Recovery AO% l'.ethod of advancing sampler Constant force (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop Thickness of soil layer N)A m Despription of soil 6 ea y .s e o s <_l4y Depth of water to surface n,f A (ft) Hb CALCULATIONS FOR % MOI.iTJRE 1 Can No. g 2 Wt. Wet Sample aid Can (gm.) gy 3 Wt. Dry Sample and Can (91) j ,g 4 Wt. Water (gm) (2)-(3) ggg 5 Wt. Can (gm) g,7 6 Wt. Dry Sample (3)-(5) @g 7 Moisture Content % (4)-(6)x100 gy Technician (s' nature) Date Computed by: Date: Checked by: Date: SEWS 7N ^ _f 9-y -pe fg ^ u W S-bo_ / A' W TEE ^l m ,---m-i,.-

APPENDIX E IN ue c roject .. s Quality Assuranca INSPECTION AND TESTING OF 9.513 0 Procedure SHDRE BARRIER CONSTRUCTION I o' 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166 Test Location Date e co / 2, /An Total Grid Line N t c a e, y Compressi0e Strengtn 6832. p.s.f. MOL Grid Line E Mven Eleva tion Approved to place fill Yes: g No: x c, z Sampie No. QGo fg g & c w. - Equip. S/N DELUC-01 Inspector A !.oa d Area Check Sketch of Samale L(in: P (lbs) 1 Ao Oc BY Description of .003 /K . col I43 to 5 ?" failure: .08 9 30 .*o 3 I 14 20.8 .160 44 .czo

1. %

av.s L.n .oM f50 .*33 /.48 e.( JKWf Po fni L- ~ ' I r Li LT S in. AO 2 n-t t i y% i i BMY M w 3D I w rN C% ad ~~ 1 : ~ 5f l D&? $i I u g _ _ Q I_ r l 1 q __g _ q_ _;_ 3- _ _; j g q e- - e 3 q_ g o L=L -L A: Ao/ '

E T L r

E=A/l Compressive L T strength = max. ~~ ~~

(of pecimed total load or o

load at 205 de-Cr=P/A formation x 144 c P=given applied load which ever oc-curs first. I o .05 .10 .15 .20 ~ .25 .30 .35 aft

~ l(5 e I 14e Project INSPECTION AND TESTING OF 9.513 0 Numeef 6ew. a g e S110RE BARRIE'R C0"STRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: Ntc50 E.5'/ec Date: i o/2i /6o Elevation of Sampling: ,5~6 ;t. o ' A.S.T.M. D 1587-74 Sample lab number

2. 6 O Depth of sample __ c; S (ft)

% Recovery 7 n 'L Method of advancing sampler Constant force M circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 17 Thickness of soil layer fy / x r i Despription of soil Gu C c 4,. cla v v Depth of water to surface fy /a (ft)

j CALCULATIONS FOR % MOISTURE 1

Can No. { // 2 Wt. Wet Samplemd Can (gm.) fgg 3 Wt. Dry Sample and Can (gm) f 3 y, g 4 Wt. Water (gm) (2)-(3) y g, 3 5 Wt. Can (gm) [o.O i 6 Wt. Dry Sample (3)-(5) ja v, o 7 Moisture Content % (4)-(6)x100 y o, q ! iechnician (signature) Date Computed by: Date: fhecked by: Date: icale S/:4 NSf/ qbJ,bo. AMJL/$w1ykf@.b+3>LA6%x1rlu)L.-7231bl m sJ -m.-

l% n. I . m. Project INSPECT!0.'i NiD TESTItiG OF 9.51 3 0 a S SH3RE BARRIER CONSTRUCTION e I o' 2 EXHlBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 ~ l Test Location Date...je./ 7, /re Total y Grid Line N 7 c, n c; Compressifte Strength hl2b,p.s.f. E Grid Line E 1 Elevation ~v./ x c3 Approved to place fill Ycs: V'No: Si g. l Sample No. Gy9 /mJf/h / ' Equip. S/N DELUt.-01 Inspector ~ Load Area Check Sketch of Sample 6 L(in e (1bs) 1 By Description of Ao cre _ crx_ ] .o02. 143 3.5 D ,p_5R /6 .*'9 I.4 C. J_O 5 failure: .07(o e2 O . o u" 1.49 13 G l .o W

? 5

.o31 1.48 /w9 ~ nf 35 .o '/2 1 49 25 S ._ffb_ '? f_ .osi

1. GI 29 8_

1 7 t, .19;p 55 ..x,4 354 yg339pcf y'W. l 29D fo_g.cs. & _1.53 rir fik va.2 / _t _ O LT 3 in. A0 in. 2 t v l l l u I l l l l l I I I I l l /0 - 4 P A ~ d 0 ~~ e g @/_ _l' L i _ _J% Nf _ g%__._. l c 3 _.._ ?D ? T ~ZE;-- ---~ T Ti', i T y (., - o L=L -L A= Ao/ I-J T t-q E = A /L Compressive L T strength = max. yo-A = ?f R, (of spe cimen, total load or 3 g load at 205 de-c =P/A formation x 144 which ever oc- . P=given applied load Icurs first. o .05 .10 .15 .20 .25 .30 .35 .40

11 7 f Id e Project INSPECTION AND TESTING OF 9.513 0 N,rv,De-Rev. Proc ure S!! ORE BARRIER CONSTRUCTION Exhibit 9.513.5l Page 2 of 2 BORit;G LOG Location of Sampling: N 7 G oCa S 676,6 Date: /c[2 i/go Elevation of Sampling: ACA.o' A.S.T.M. D 1587-74 Sample lab number Zg9 Depth of sample n .5-(ft) % Recovery M% Method of advancing si.mpler Constant force circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/fi DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. thinber of blows per 6" of drop 2 ;t Thickness of soil layer N /4 ('m Despription of soil CN K h e,- u / A /c curn $ n ca e Depth of water to surface N/4 (ft) (g4 CALCULATI0t15 FOR % MOISTURE 1 Can No. C7 2 Wt. Wet Sampleand Can (gm.) 459 3 Wt. Dry Sample and Can (gm)

g, y 4

Wt. Water (gm) (2)-(3) j ey, g 5 Wt. Can (9m) SO 6 Wt. Dry Sample (3)-(5) jyg, c 7 Moisture Content % (4)-(6)x100 jy3 Technician (signature) Date Computed by: Date: Checked by: Date: $ 5 Te 57N b'?f P Y /o/b2/rc hM sof 39_, U ) Mic-k/ifP TG G - l w U 3

IIE u y Asnrance INSPECTION AND TESTING 0F 13 0 Procedure SH3RE BARRIER CONSTRUCTION

an I

of 2 O EXHIBIT 9.513.5 V UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date /O -/f-fo I tBl Grid Line N 6AWo Compressive Strength 6M p.s.f. 020s Grid Line E_seen Approved to place fill Yes: f No: Elevation

4.z '

Sample No. 2 %2, 4'[ #2 M ' Equip. S/N DELUC-01 Inspector o Area Check Sketch of Samole !.ofdlbs) 1 L O.,n, By e Ao ec Description of , a S-5 .ot f /.yY Jy7 D" , ciG so .o/ 9

f. Y(p C.86~

failure: .c$$~ /S .0 M

f. */ 7

/t, 2 0

M 2O
0 V ?.

/a 'l 9 FL V2 ~ .wo 2S .o y ? /, 3 o /6. r/ Lh IC s' 10 . 0 5s~ > '> / 19.E7 ~ , t p *f "5 6 . 06 3 /, o 3

12. f?

s . IM 95 .o? i /. $~$' J '/.0 3 < ZG 5 xa .o ET /, i?

31. X

,5np ro v., y /,6 o _77.fo .m ro .,2 7 e, 6 '/ yy i' / Mc3 Ao . r iY /, 69

47. # v/K

/ () 90 F' ' '- I LT 3 A I'd 2 in. 0 in. t i l i i i e i i i i i i C. .c p c i,, q N-1 i u 1 - 4$._ T~~I-i Y l j 'c,1 + D j n l W >' n sj. _._. (_7 Q_. --M v c-g [ ),gf _q_ f .p _._.q _._ ,g _y _ 4 cs _4, q.___._ t _ 7 _. q_ { o L=L ~L A= A o/ ' - E T L r E=A/L Compressive _l. g L T strength = ma).. vp .__.a A = ?fR, (of specimen) total load or o load at 205 de-3 (y =P/A formation x"144 which ever oc-p __ P=given applied 1oad curs first. o .05 .10 .15 .20 .25 .~3 0 .35 .40

fl4 ,x Projec'. INSPECTION AND TESTIr:C OF 9 k3 Oua 0 p,gc ue Suont LARDIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORIGG LOG Location of Sampling: N (n E,5b Date: Elevation of Sampling: A.S.T.M. D 1587-74 Sample lab number Depth of sample r 5 (ft) % Recovery G o *L Method of advancing sampler Constant force Hammer (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hamner weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 11 Thickness of soil layer n13 0 Despription of soil L/ b ec 1 ~ < /e v Depth of water to surface la (ft) N 1 g CALCULATIONS FOR % MOISTURE y 1 Can No. g7 2 Wt. Wet Sample and Can (gm.) g 3 Wt. Dry Sample and Can (gm) jg pj 4 Wt. Water (gm) (2)-(3) h 5 Wt. Can (gm) 6,D 6 Wt. Dry Sample (3)-(5) 7 Moisture Content % (4)-(6)x100 gg Technician ( ignature) Date Codputed by: Date: Checked by: Date: Scale T/h f?, s 1s-a s'- 6o UY w 1r.L5 -h'., U

l20 ... w I Project Qualitv As,surance INSPECTION AND TESTING OF 9.513 0 Procedure SHORE BARRIER CONSTRUCTION ,s I of 2 (] EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date /o//c/co Total Grid Line N 72 o o Compressive' Strength 7L52 p.s.f. 020k Grid Line E Suo Approved to place fill Yes: - No: Elevation sc z Sample No. 24o M/h ' Equip. S/N DELUC-01 Inspector Sketch of Sample O d Area Check L(in: hofibs) l BY Dascription of Ao oc ,c ae /o, o , oc, f,4 4 6.H D ,tAL lo, O 2]A 1,4 $ 17.79 failure: -s .hCS .36,0 2 :. 2 l, A (-. 22 - M l N/ . s ex ro, o ,oss 1, 4 A n.7r l# .1 G *f TS* O

OS T I > Tl 4 *4 L i

( /COr0 $O'L f f, 7 Apk 2. LT in. in u l i p 3i i v.V p, ' - ' ~ _.__.f$.si _3 I Q_ .SSw h% ~ Q ~ I - JME ~ p i M 9 4S.o .g i ~ -~ D j_ ~ ] ~~~ ~ Tl l o i I l_ i i 354 -. l I L 1 3 c f 7 2.5 8 - __.. _.q_, ,e i _ 1_ _1 -. i g _l___ _ 6 L=L -L A= A o/ ' -J _ g T r Compressive p E = A /L g T strenoth = max. Qg - -A. _.. _. _l-- A = vRr (of specimen) total' load or g load at 20*, de- . P=given applied load =P/A formation x 144 7 which ever oc-7 curs first. SO o .05 .10 .15 .20 .25 .30 .35 .40

s (2( Project INSPECTION AND TESTING OF ((13 0 OC Ue S!! ORE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: // ?,2 0 0 Date: /t//c /g Elevation of Sampling: 5'62.o A.S.T.M. D 1587-74 m.e Sample lab number $$S A50 Depth of sample C. 6 ' (ft) % Recovery (o $ Method of advancing sampler Constant force r/(circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop /h Thickness of soil layer 4 Despription of soi1 >04PL droa)n AcR4,s C/sv i Depth of water to surface /.4 (ft)

4' CALCULATIONS FOR % MOISTURE I

Can No. g,g 2 Wt. Wet Sample a1d Can (gm.) j'g p g 3 Wt. Dry Sample and Can (gm) jg 4 Wt. Water (gm) (2)-(3) jg, y 5 Wt. Can (gm) gg 6 Wt. Dry Sample (3)-(5) jgg 7 Moisture Content % (4)-(6)x100 jg f ! Technician (signature) Date Computed by: Date: Checked by: Date: $ E e S/N k JL) /oh fc ) M { l~I /p/? p, S & f $ 2 % tc/alx.f b6 ' ' f O / i I

ice Project .. w Quahty Assure.nce.. INSPECTION AND TESTING OF 9.513 0 . Procedure SH3RE BARRIER CONSTRUCTION

- i' I

of 2 O EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 wJ Test Location Date in/i< /ao - 95F0.0 p.s.f. s20% T.a1 / Grid Line N c. e c Compressi've Strength Grid Line E roso Approved to place fill Yes:/ No: Elevation 5 c, 2. 0 $8[4 Sample No. 24 6.- ' Equip. S/N DELUC-01 Inspector O Area Check Sketch of Samole LUn: Lofdlbs) 1 e Ao Oc B7 Description of , c4 z to 0.' y /. v5 Mo D" .e s 4 -o nal i# t u o. failure: . sea 1o .o38 1 47 ac n I ,1 cs ?. Ab ed I48 a2c3 ~ f .uo .r o c */o Acm s3 M Ao c6 .ev 9 /. 50 uevc 1 t 7 ,, c s ,n dM i.s I HL A /. .rns eb cee M3 com ./ A/ r/ ~ ~ 'f/ 96 e V n U LT J jn. A0 / ^ in2-t I f i [11 6 i ii i m n i l y sc 9 W v sd) MD ZW l WW yo f n y ( Jn- ) Q2 ~ "o _.yM I t j j I _c go g - --J -I _ d L=L -l A= Ao/ i-E T l m E=A/L Compressive ] A = ?fR' (of specimen) -g g T strength = max. total load or g load at 20% de-er =P/A formation x 144 o c which ever oc- . P=given applied load curs first. o .05 .10 m15 m20 JJ 30 JA. E

123 =_ - f)8 Project INsrEcTION AND TESTING OF 9.513 0 Ite f.p:gr Rev Oua p,gc e sitonE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORIriG LOG Location of Sampling: N (c 6 00 E 69 6o Date: /O-N@ Elevatica of Sampling: 568 ' A.S.T.M. D 1537-74 Sample lab number d 9/' Depth of sample o.S (ft) % Recovery M c *L Method of advancing sampler Constant force d (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/ti DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. fiumber of blows per 6" of drop 18 n Thickness of soil layer w/a v i Despription of soil Ch, h ees N Depth of water to surface N A (ft) Fg CALCULATIONS FOR % MOISTURE 1 Can No. gg 2 Wt. Wet Sample and Can (gm. ) 3 Wt. Dry Sample and Can (gm) yq y 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) ,} 6 Wt. Dry Sample (3)-(5) 9 7 Moisture Content % (4)-(G)x100 JbA_ iechniclan (sicnature) L' ate Computed by: DatE: Checked by: Date: $ca~le S/N I sf-1r->No /j. w s->c-fL,lA W b &tE/bs/st $5E'I

lE4 1 ..u. Woject

.. m.

INSPECTION AND TESTING OF 9.513 0 a S,S U SHORE BARRIER CONSTRUCTION g e I of 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date je /fs/en Total y Grid Line Nlioo Compressi've Strength [Mk,k p.s.f. 320% Grid Line Ex h Approved to place fill Yes: g No: Elevation 55z Sample No. _ f7 4 '] MgW'e ' Equip. S/N DEIUC-01 Inspector d Area Check Sketch of Sample n L(in: hofibs) 1 By Description of Ao ec .o7S M.o 07 6 f,'i (' 17.I D" failure: f 4 4> so. o ,oM i.60 M3 e ,177 M.O 069 1,62 Ml'" . 2to va O .07b },6 4 46,6 7-N itet eco .cWI 1,6 '7 5t.0 f 36 96.n . iC D l.e0 6 L. 2. /, 1 { 7 n s )fv. hw v //n 4 O LT S 4n. ^0 e4n. 2 (;C f I i ii i! i i 1 l R / 1 / f>- A / / Y N90 / A we i / 6%

n

.rfb D G[ / IMM '.1 7 a ub j 1 c d4 /l ~~ 9 _Y _ l .q g__ j 6 L=L -L A= Ao/ '- E T r E=A/L Compressive g T strength = max. (O ' A ='7/R" (of specimen) total load or o load at 205 de-l 4=P/A formation x 144 which ever oc-Pegiven applied load curs first. o .05 .10 .15 .20 .25 .30 .35 .40

123 -.,. ~. - -. -,- .w..- __. ---. m __, _.., -., I o e (~ ; a. U Project INSPECTION AND TESTINC OF 9.513 0 r.me. se. a g e S!! ORE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 50RIt:G LOG Location of Sampling: M T I C2 0 E 69ao Date: to fis/a o Elevation of Sampling: 562.O' A.S.T.M. D 1587-74 Sample lab number )li7 Depth cf sample o.S (ft) '4 Recovery An L Method of advancing sampler Constant force circle one) Type and size of sampler Shelbv Tube 2" x 11.6" Sampler S/f4 DES PH02 iammer weight and drop 21.7 lbs. 2.83 ft. tiumber of blows per 6" of drop i9 g) Thickness of soil layer n '4 Despription of soil (\\ K hea //c m,l n n. lac Depth of water to surface w/g (ft) I ,g CALCULATI0ils FOR i MOISTURE 1 Can No. g g(7 2 Wt. Wet Sample md Can (gm. ) jg,g 3 Wt. Dry Sample and'Can (gm) 4 Wt. Wa ter (gm) (2)-(3) /7 g 5 Wt. Can (gm) f, g 6 Wt. Dry Sample (3)-(5) i a ?.o g_gh. 7 Moisture Content i (4)-(6)x100 j g, ,/ ~iechnician si e) D Comp +e , ate: 'C'tec ked by-Date: Scale S'IN l gnat /Of / ) I(.2_ d w -i 2' / A - / /n fa Tu4 5 i { 1

i26 ' ' u. Project ..u, Jua'ity As.suranco INSPECTION AND TESTIt;G OF 9.513 0 Procedure SHORE BARRIER CONSTRUCTION I of 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 dp Test Location Date fo//<t/6e i tal / Grid Line N r on o Compressive Strength e/CC p.s.f. 0202 Grid Line E s9eo Approved to place fill Yes: # No: Elevation _-n r. n Sample No. _ r.4 r LJL s. 4 ' Equip. S/N DELUC-01 Inspector O. od Area. Check Sketch of Sample L(in. Efibs) 1 By Ao oc Description of ,ett to.O , cw

j. vf gW failure:

D" ,e<6 zo_n 01 9 / W4 19 9o i o ct t V.B . o't,0

f. v '7 2.//

>1t5 A b.h 049 /. M9 N.[ES ~~~ . n.4 e. A E.n M1

l. SC 30 DO g

. n,S E R e.b .os.2 /. S) 3>'L // L L l' T .itt 6 o.B of,2 /, &d 3 F v '7 g / \\ . rte h,B pn /,5 #/ %+v . z _< r p_s n p M. s. xt,

~/ J B

/ . t rs P._ .h .n94 J. < A 53 no ) .us a o. n. _. / 69 [60 r d.a.r / s e.o. s ni O LT 2 4n. 4 ~.2 n. 0 4 2 l i _._i i Al t. / b 5 51 I gg [ _Q_l _J - __} j _ _p_, n L__ l l / mE x - 1 g ____4$7 p l _.1 - / c _ _7 q. l g _ ;q_.p L-o L=L -L A= Ao/ ' C g __J Compressive T g l e_ _[.__. E = A /L l p) g T strength = max. q /c A = 7tR, (of specimen, total load or 3 g er =P/A formation x 144 g load at 205 de-c which ever oc-l ._._ P=given applied 1oad curs first. o .05 .10 .15 .20 .25 .30 .35 .40

I27 Project INsPtCTION AND TESTING OF O ouaiity Assurance 9 k3 O Procedure s,:ont 3,s,Its cons,acc11cN Exhibit 9.513.5 Pagt 2 of 2 BORING LOG Location of Sampling: N 7 oco Ed '/6_io Date: I o / M /60 Elevation of Sampiing: .: 7 d. Z. O A.S.T.M. D 1537-74 Sample lab number ?oS Depth of sample

n. s (ft)

% Recovery So 7e Method of adv:tncing sampler Constant force (EfammleF (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop

2. rs Thickness of soil layer W/4 O

Despription of soil (N x b c ~,/ a e w 't c ec x v Depth of water to surface ry /,9 (ft) CALCULATIONS FOR % MOISTURE 1 Can No. (_- 4 4 2 Wt. Wet Sample aid Can (gm.) 3 Wt. Dry Sample and Can (gm) , g, g 4 Wt. Water (gm) (2)-(3) gy 5 Wt. Can (gm) ,g 6 Wt. Dry Sample (3)-(5) l, g g 7 Moisture Content % (4)-(6)x100 jg Technic'1an (signature) Date Computed by: Date: Checked by: Date: '$Ealel/N 'p h /v- > E -fv) k /4'l5~-5L! A d b k 2Cf4h ll8 0 ' l . u _w

u. 12F

.s w Project

. Qu.'!ity Assuranco INSPECTION AND TESTING OF 9.513 0 Procedure SHORE BARRIER CONSTRUCTION I o' 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 O Test Location tal Date / c, /,:t i Compressivb Sthe/g ~ fff/ /p.s.f. @20s Grid Line Nrxeo ngTn Grid Line E-Ao Approved to place fill Yes: / No: Elevation r e,t /3L#[ &.../pa n Sampie No.

z. s L

~ Equip. S/N DELUC-01 Inspector 4 Area Check Sketch of Sample L(in, Lofdlbs) 1 e Ao c' e BY Description of am_zio .o29 /. Y 7 / 7.o / failure: D ,q u A s n. cs .o.c f

1. r1 31.11

. 2_ m s,s.n . o *) 0 f.f 4 V2.A1 ,2.59 A c5, es ,of6 /, Os f/.2 f ~~ At5 9s.e 1oE /, G O [9JE 4' 14 6.0 FAnu LT Lz 4 0 'T 3 4#. ^o ' '- w - l I I i i i k%.*8 i I g V;S 41 I -- . y~? p w 9 ft y g i y , w g's v; ) l bc / c j,e e -j 1-l _ 41 _. 6 L=L -L A" ^ / I' T L i-On E = A /L Compressive g T strength = max. totei iced or A = ?rR' (of spe:imen,, As g load at 20'., de-(y =P/A formation x 144 l 31 which ever oc-P=given applied load curs first. il 9 l o .05 .10 .15 .20 .25 .30 .35 .40 ~ 1 jr

f ? f ') Project INSPECTION AND TESTING OF 9.513 0 14 e t.fr.L t* hte S Pro e SuoRE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N 7 S M' C S?60 Date: ;e/z.c/,5c3 Elevation of Sampling: Sc 2.c' A.S.T.M. D 1587-74 Sample lab number S 5g Depth of sample C,S (ft) % Recovery G c. L Method of advancing sampler Constant force M circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES pH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop

2. A Thickness of soil layer rv/a Despription of soil tN K k c.a A / e ra u o w/cetr_

3 Depth of water to surface N f.4 (ft) 6y CALCULATIONS FOR % MOISTURE 1 Can No. C-3 W 2 Wt. Wet Sample and Can (gm. ) /6[.O 3 Wt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) (2)-(3) yg 5 Wt. Can (gm) 4,) 6 Wt. Dry Sample (3)-(5) jyy 7 7 Moisture Content % (4)-(6)x100 gg / . Technician (si ature) Date Computed b : Date: Checked by: Date: $calB7N f w J.L2)J 'Je W sc,))-f d, A IN U.A ll..fo_ /3 2 -/ t

m.,._. I30 Proj.ect r.c:,r ., Oualty Assurance INSPECTION AND TESTING OF 9.513 0 t'roce dure SHORE BAP.RIER CONSTRUCTION "re' I o' 2 EEIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 O~ Test Location Date/o - 2. /- Go Total j/ y Grid Line N ~7 760 Compressive Strengtn 85eA p.s.f. 320k Grid Line E A'980 Approved to place fill Yes: t_ No: ,/ Elevation _ <6 2 o ' sy),2 P L Sampie No. tf. z. ' Equip. S/N DL.UC-01 Inspector ' 0hbs) 1 L in: p A eC Description of . o ;te 1a.a .007 /vf 69 D ie failure: .m ze.e m3 /e 3-79 /s.s I . css so.m ra o j s&, do.1cv .o91 $6. h . a%2 /. H U 53 >Wj -~-- f . n s e. fn.A cy G / e>9 9ro .c,# ffA3 g" 2n 1 se.e o% As/ r Q 4i o. a g.,c ] LT 3 in. Amin - 0 2 6 w l l 6 ci - v ' Gs dMI M. / Md "~ l 2Q, ( [ .EW ~ i l fo f 3 - q D c } l g q_. e j j _ 6 L=L -L A= Ao/ I-E T w E. - A / L Compressive -.p__- g T strength = max.

' ')

( A = 7tR, (of specimen, total load or 3 g load at 20% de- /0 g=P/A formation x 144 which ever oc-f _ . __ P=given applied load curs first. o .05 .10 .15 .20 .25 .30 .35 .40

GI c Project INSPECTION AND TESTING OF Y513 0 ) P OC Ue S!! ORE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Ic[zl fe o Location of Sampling: Al 1 l 60 e g76 o Date: Elevation of Sampling: 562o' A.S.T.M. D 1537-74 Sample lab number 2r,2. Depth of sample o.g (ft) % Recovery Mo T Methcd of advancing sampler Constant force S ci? one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES pH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop Z (o Thickness of soil layer M /4 O Despriation of soii ts - w =.,< -<,--e / c~ Depth of water to surface N /A (ft) q; CALCULATIONS FOR % MOISTURE 1 Can No. g, g 11 2 Wt. Wet Sampleaid Can (gm.) g3,g 3 Wt. Dry Sample and Can (gm) y 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) g,g 6 Wt. Dry Sample (3)-(5) g t,7 7 Moisture Content % (4)-(6)x100 /4f 1 l Technician (signature) Date Computed by: Date: Checked by-at 5/I' M et. L ~ M ee ac- &&1c,. Idl - 1_ - ris s -l gd ,-m. -,.--..r

i'I4 .w -y, u ty Assuranca INSPECTION AND TESTING 0F 9.513 0 Pioce' dure SHORE BARRIER CONSTRUCTION

- x I

of 2 O EXHIBIT 9.513.5 V UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date yo_/2e /xa Total Grid Line N 7-4 s o Compressi TvS trtng th i z., a r z. p.s.f. @20;. Grid Line E r -/A e) Approved to place fill tes: M o: Elevation _.u a Sampie No. p M c / 0 A V/ s u ' Y, ' Equip. S/N DELUC-01 Inspector O d Area Check Sketch of Sample L(in: hoflbs) I-By Ao cre Description of .o e z. 2 e, es .c zi

1. V (c__ /3.7o D"

fallure: anp c, %o.o .o29 1,49 2o.41 .n A 4.s a ,o3T /, 4 9 30.20 .nsc sb.O ,o63_,hfl M34 ~r .t n a s 6. o no *7to 1.75 &_3 52 th [4 fl .n4 rs. n , ess 1,52. e.34 . zA n sto,o .oiS_M_$ ir,1r .43o 14 e. cs ,/43 1 (. 7 n as <u'. j 156.,s fa a T / LT 3 in. h M n2-i i i @Ed i i i i 'E m M Ns r ZW M3 u

g

-%gg = A,n V f __1 I L_.- u.G _ _M. _c g -f g ..o_ - g___. _y _..y_ d o L=L -L A= Ao/ I-5 e- _____--_~f__ E = A /L Compressive T L p ___./ 7 g T vm. ____f. strength = max. total load or A = 7fR, (of specimen) u _ g load at 205 de-0 =P/A formation 14 c which ever -g/ _. P=given applied load curs first. s o.e o .05 .10 .15 .20 .25 .30 .35 ,40

lN Project INSPECTION AND TESTING OF 9$5k3 s 0 PO Ue S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N '14 5 t> E 69 60 Date: to /ze /6o Elevation of Sampling: a c 2.

t. #

A.S.T.M. D 1587-74 Sample lab number c2 S C Depth of sample o,5 (ft) % Recovery f: x 7o Method of advancing sampler Constant force basmer) circle one) Type and size of sampler _ Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop

21. 7 l bs.

2.83 ft. Number of blows per 6" of drop 2S Thickness of soil layer ev /.4 o' Despription of soil M g e,v _s /. c 4,u q/ <; c. - Depth .ater to surface pi / A (ft) 1F fg CALCULATIONS FOR % MOISTURE 1 Can No. d,, _ l @ 2 Wt. Wet Sample and Can (gm. ) %.O 3 Wt. Dry Sample and Can (gm) j5g,g 4 Wt. Water (gm) (2)-(3) gy 5 Wt. Can (gm) g,o 6 Wt. Dry Sample (3)-(5) gg 7 Moisture Content % (4)-(6)x100 J.p,. Y ;/ ' Iechnician (sicnature) Date Compute by-Date: Checked by: Date: $cile T/N W Jt9f-Sc) h . v_ h Md2 H w_ M tY _'6 /$5N T tO

__ -.. =_.k? --,__ m r..::-~-. u. Project ., w Quality Assuranco INSPECTION AND TESTING uf 9.513 0 Procedure SH3RE BARRIER CONSTRUCTION I of 2 O cxHtBit 9.513.s unconrinto coseatssive statuat" test assu'Ts AsTx o21ss-es Test Location Date , n /g /sa Total y Grid Line N 7 tND Compressive Strengtn /[djW p.s.f. M0h ~ Grid Line Esuo Approved to pipce fill Yes: 7 No: Elevation 56 J. o Sampie No. ,049 f/hI v(lbfj ' Equip. S/N DELUC-01 InLpector L.oa d Area Check Sketch of Sample d L(in: e (1bs) 1 By Ao oc Description of m es z.

z.,S m J/7

/. vg /7 24 failure:~ D" . e.oq _ < c, es .o3o LU1 94.0/ .i d h.n .ovt 1.49 <0,31 . s < c, see i ,1 M I. C0 6M7 ~~ .n 1 nts.e .n fR I.SR 82.24 m3_ tse.s .07I I.3 f 97.40 L-E y ff o LT S in. Ao d 2. in N\\ M:^' A jg ) T / l_ ~ ~ ~~~ h Z [ ff p gg= a.a -R Y_ Q., .-._, u -.-s - Q.- c _ _q_ "ac l-- (0,2. - .L .--. j-- _ _ q y L-._. 6 L=L -L A= Ao/ l-_E T L r hs E = A /L Compressive 7 g T strength = max. go. d total load or A = 7fR, (of specimen) g load at 20'; de-(y =P/A formation x 144 which ever oc-P=given applied load p. curs first. k .o . 0 5_ c10 o15_ m20 E J30 E E

135 (k Pr0 ject INSPECTION AND TESTIt:C OF 9$13 j ualit sSurance 0 SI 0RE BARRIER coNSTRUCTIori Exhibit 9.513.5 Page 2 of 2 BORIf;G LOG Location of Sampling: N T ISO E.5"60 /c[/4/pu Date: Elevation of Sampling: 5e? O A.S.T.M. D 15B7-74 Sample lab number S 4 [> Depth of sample n,< (ft) % Recovery 5 8 7e m Method of advancing sampler Constant force fHammer')circleone) Type and size of sampler Shelby Tube 2" x 11.6" Sampier S/t; DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop [d Thickness of soil layer w /,a ,( ) Despription of soil t1 x b e. a e l c i-6 h le.s ( Depth of water to surface n /a (ft' Fq CALCULATIONS FOR i MOISTURE 1 Can No. C ll 2 Wt. Wet Sampleand Can (gm.) lhC),E 3 Wt. Dry Sample and Can (gm) jgg 4 Wt. Water (gm) (2)-(3) g,g 5 Wt. Can (gm) y,{ 6 Wt. Dry Sample (3)-(5) g 7 Moisture Content % (4)-(6)x100 / g g, 7,/ ' echnician (signature) Date Computed by: D'a'te : Checked by: Date: $cile S/f4 i h d c[ O m lof/LlSo & kdY fcDL " ICN Q h /??/v k~n 6 ~ s/. 1L.. e

i. IN ar. Proj.ect n., Quality As INSPECTION AND TESTING OF 9.513 0 Procedure,suranca SHORE BARRIER CONSTRUCTION I of 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2266-66 Test Location Date in / is/an Total y Grid Line NToso Compressfve S'trength l e_.4 t z. p.s.f. 020". Grid Line E 5//n Approved to place fill 'Yes: M o: Elevation .< 4, cc Sampie No. 2% ha L -f fa u, ' Equip. S/N DELuc-01 Inspector QSh b Area Check Sketch of Samole o Lofdibs) 1 L(in: P Ao ec By Description of ,co ? I o.00.e a iA3 S.<t s failure: D" .o t i. .3006 nn 4 i.44 ti.E, etO .30.no . re A 's,44 ze s.1 naL lo. 0 0 ,cen s,4 A n as ~ cs2 60 M ,e s r iAS 4 1. _v. nap 9 e.o o .n a9 i.41 ( titt 1. 4 7 g gl i%cio6 .n44 t i SO E G f? .iS9 i<6A . tif 3 liS I M."M .19 4 . t.5.s . M_ I l iM N t t 43P , zs3 zeo, o .n A4 .n it> ai nns ro u V,W O 'T ' 4m. ex ^0 " A m - ~ ' 2 KM i4 $N i} MS'[ SSt p.. _tga._-_ 3 / $s.p% a s c L: g 1 o 3 _ -.-.j__ F _c fC SA .i n g 6 L=L -L A= A o/ ' -_E e-- -f E=A/L Compressive T L g T strength = max. so.: J-A ='ifR* (of specimen) total load or j g load at 20% de- ,f g=P/A formation x 144 which ever oc-l' _ __. P=given applied load curs first. s. c, ' ' o .05 .10 .15 .20 .'2 5 .30 .35 ,40

137 1 Project INSPECTION AND TESTING OF Y.5k3 O S!!OR BARRIER CONSTRUCTION O Ue Exhibit 9.513.5 Page'2 Of 2 BORING LOG Location of Sampling: tt1oso E s'/66 Date: /o//S/6o Elevatien of Samplir.g: ,5 4 ;. o ' A.S.T.M. D 1537-74 Sample lab number Q46 Depth of sample o,6 (ft) - % Recovery 75% Method of advancine; sampler Constant force M (cir;1a :,ne) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Ha= er weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop st Thickness of soil layer O n,/ A Despription of soil QR. beM. pe WIv c la Depth of water to surface n,1 4 (ft) Icj CALCULATIONS FOR % MOISTURE 1 Can No. (.y/ 2 Kt. Wet Sample and Can (gm.) 37o, (, 3 Wt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) (2)-(3) f g, (f 5 Wt. Can (gm) (,. / 6 Wt. Dry Sample (3)-(5) /e/57 9 7 Moisture Content % (4)-(6)x100 g, 7 ~iechniciar. (signature) Date Computed by: Date: Checked by: Date: SHIR/N ^ L$ 6tl g b A Y /tl $ m 6.70, k n ] O O~I / v

O O O TABLE 2.5-5 ROCK COMPRESSION TEST RESULTS FERMI 2 REACTOR AtJD AUXILI ARY llUILDItJG SITE Depth Below Ultimate Original Compressive Modulus of Boring Surface Elevation Densit Strength Elasticity g Number (feet) (feet) Formation,) (lb/ft ) (Ib/ft ) (lb/ft2} 2 20 27.0 54G.7 BI 154 2.26 x 10 9.0 x 10 6 8 32A 52.0 527.6 BI 145 1.39 x 10 6.28 x 10 6 8 6 8 28 106.0 466.5 S 162 1.30 x 10 3.75 x 10 4 58.0 514.5 BI 138 1.12 x 10 6.51 x 10 6 8 1 m '201 50.7 514.3 BI 151 1.29 x 10 5.75 x 10 E 6 y 201 73.2 491.8 BI 169 1.62 x 10 5.04 x l'0 6 8 6 8 202 49.2 515.1 BI 146 1.41 x 10 3.89 x 10 J3 6 8 203 58.2 507.2 BI 154 1.31 x 10 3.17 x 10 1 6 8 208 16.2 550.7 BI 145 0.62 x 10 3.29 x 10 6 8 210 20.6 546.0 BI 153 0.99 x 10 2.2 x 10 6 0 211 18.4 549.0 BI 170 2.70 x 10 1.8 x 10 211 35.1 532.3 BI 146 0.85 x 10 2.5 x 10 6 0

o 6

8 g 213 24.6 543.4 BI 149 0.82 x 10 7.2 x 10 0 (a) BI = Bass Islands Group g 3 S = Salina Group

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8 dot 6\\ l EMRtCo FERM\\ E ATt> tat t PO4tR PLAtir Q *[ TvaM lt*TOPd SULL CHLCt OF SHORE P.ARRtCR ( A6) 1 0 CE CMOD P.T. MeAj,A.7,) i TFM61ATOPd 6L\\te : C LAN tott d. e CLAN Sott. 6 i i l f A O l A58,8 A~ O I' l I Pe : o d q Pr us3 l - 1 t k -_ Fc.q l gog t, 4 ' ef ' tott 5 0 12 i i r F O R c E.S T E M D O M, 't D CAo(4 MovC MEMT : Fr.Rq = 45.3v O.15 = to.E k:p i ) Pc = o i l FoRec.6 7EMbtuc. To OPfb6E. MovEMEOT : f M l 6' 7 2 C l.2 cd r 27.5 i l' F A,C.TO R OF /;.A.FET3 4G MO6 T 7PA06LATo93 6LIDE of CLAj { bolt 4 Q. C.LAS Solt G (s7 + 27.s)/ t,.8 = 9.6 / II i

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REFERENCES 1. " ICES SLOPE User Manual", McDonnell_ Douglas Automation Company. 2. "Enrico Fermi Atomic Power Plant Unit 2 Shore Protection Barrier Earthquake Stability Analysis", Ralph M. Parsons, Company, Job. No. 4577-3, April, 1972. 3. " Comparison of Slope stability Methods of Analysis", Fredlund and Krahn, Canadian Geotechnical Journal, Vol. 14, No. 3, 1977. 4. " Foundation Analysis and Design", Bowles, McGraw Hill, 1968. 5. " Foundations, Retaining and Earth Structures," T. Schebotarioff, McGraw-Hill, 1973. 6. " Foundation Engineering", Peck, Hanson & Thornburn; J. Wiley, 1974. 7. " Stability and Performance of Slopes and Embank-ments", American Society of Civil Engineers Pro-ceedings; Berkeley, California, 1969. 1 0 141 _}}

ML20009B242

Text

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SUMMARY

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