Text

Slope Stability Analysis of Shore Barrier
	ML20005B043
Person / Time
Site:	Fermi
Issue date:	06/30/1981
From:	; DETROIT EDISON CO.
To:	;
Shared Package
ML20005B041	List: ML20005B040; ML20005B043;
References
	NUDOCS 8107060254
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{{#Wiki_filter:SLOPE STABILITY ANALYSIS OF THE SHORE BARRIER ENRICO FERMI ATOMIC POWER PLANT UNIT 2 JUNE, 1981 1 k.r,_./ l l n t l l 8107060254 81070i' ~ DR ADOCK 05000341 eon t

4 lY INDEX. Page Statement of Problem 1 Assumptions 2 -Method of Analysis 3 i Soil Description 5 Analysis 8 Summary of Analysis '27 Conclusion 31 Appendix A - Soil Bearings 32 Appendix B - Troxler Test Results for ({; Clay Seal 30 l Appendix C - CBR Test Results for Clay Seal 71 Appendix D - Unconfined Compression Test Results at Elevation 568 ft. 77 Appendix E - Unconfined Compression Test i Results at Elevation 562 ft. 113 I l Appendix F - EF-2 FSAR, Volume 1, l Table 2.5-5 137 References 138 i i I l eO

l l t i ' q:. l l-STATEMENT OF PROBLEM l 1 i-l,. To perform a stability analysis to determine the factor of safety against sliding for the i f shore b; er for the Enrico Fermi Atomic Power Plant Unit 2. i l I l 'l lO i i I i 1 e i I ? i

F ' (i 5 \\_) 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 cqual 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 gr-to cause moven 't is deta..iine6 for innumerable Q,g potential failure surfaces. The factor of safety j 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. 7. The presence of the ground water table has not been considered since most of the soils are clays and the effect would be negligibJe. 3. The shore barrier is open at each end, and the stone blanket is pervious. Therefore, it is assumed that no water will pond behind the shore barrier. C m,. mm-- .,----- --,,~ -c-< <. -i-- - - - * - - - ~, ~ - - - - - - - - ~ ~

b Mv) METHOD OF ANALYSIS The slope stability analysis was performed using the SLOPE subsystem of Integrated Civil Engineering System (ICES), available through McDonne.ll Douglas Automation Company. The SLOPE subsystem utili:.es the theory of equilabirum forces to determine the factor cf safety against sliding of any embankment. Three alternative methods of analysis are available, two of which were used in this ar.-'.ysis: 1. Fellenius Method: Under 'th~i's m'etho~d, 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. D%/ 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 hori-zonta]1y. 3. Sliding Wedge: For the shore barrier under consideration, movement of the sliding mass on a failure sur-face which in cross-section approximates a segment of a circular arc is the assumed type of failure. Experience has shown that stability analyses are not too sensitive to the type of surface selected (e.g., circular arc, compound curvature, spirals) providing the failure sur-face lies generally in the weakest zone within the slope. A trnaslatory slide is not a probable type of failure for the shore barrier under considera-47~j) tion, because a definite horizontal plane of ..:q 3

t weakness does not underlie the shore barrier. Additionally, the stone' blanket extends outward from the base of the slope and enhances the t capability of the underlying soil to develop passive pressure and thereby to prevent a translatory slide. ^ t s I I i e f ~ v:;;= 4 1 ? I .i ll 4 l l l l lO m i .. s a

f*'s 'L) 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 penecration number for this sand was generally found to be less than 2. There-fore, density and the angle of internal friction 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 c/"] of stone is assumed to be 150 pcf. The two types of Fi / stone are averaged for the combined properties. y; (1.4) (150) = 90 Stone 2; (1.25) (150) = 112.5 Stone Average = 101.5 use 100 pcf The angle of internal friction is usually high for stone; therefore, 400 is assumed. Cohesion in stones is assumed to be zero. SOIL 3: Clay Seal Layer. Properties of the clay seal layer are indicated by Troxler test results, included as Appendix B. The average in place soil density is 96 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 or 2300 pounds / square foot was selected, along with a cohesion value (C) of 1150 pounds / square foot. / i%

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(~ ~ \\'~') SOIL 4: Medium Brown Silty Clay. The soil borings generally recorded a standard penetration number for the medium clay of.10. See Appendix A. Unconfined compressive strength test results indicated a value for qu of between 2000 psf and 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 borings generally recorded a standard penetration number for the hard-to-very-hard brown and gray clay of 30. See Appendix A. Unconfined compressive strength test results indi-cated a value for qu of between 5800 psf and 18,000 u(s_)~) 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 psf, 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. FSAR Table -2.5-5 on pg. 2.5-65 indicates an average density of 152 pcf (See Appendix F). A conservative value for ultimate compressive strength is 1.0 x 106 psf, therefore, cohesion is assumed as 500,000 psf. =O "$-h.J s

l %) I (\\ l UNIT ANGLE OF SOIL # WEIGHT (pcf) COHESION (psf) INT. FRICTION (deg) 1 80 0 25 2 100 0 40 3 96 1150 0 4 120 1250 0 5 130 3500 0 h. ~ 6 152 500,000 0 FIGURE I i SOIL DATA SECRRY I e_O 7 L.

O ANALYSIS Case 1: A grid covering a large area was chosen to allow for an accurate search for a minimum safety factor. No restrictions were placed on the radius. The failure surface with the minimum factor was a small, local failure in the stone. This was not critical, so it was neglected. (Pages 9 to 13) 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 14 to 17) Case 3: Again a large grid was used to locate the minimum ([2) safety factor and its origin. The minimum radius was established tangent to the bottom of the stone layer (Elev. 562). This produced a failure 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 18 to 21) ' 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 22 to 26) I l O (. h.) 8 L

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MYU.00, M9tl.03

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p. '.*

_IHr BISHOE tiF.THOD Li1LL_NOI CONVCRGE AI R = Ar "8 ....__G P . N FELLENIUS Meta 0D ******* AT. R.= 66 20 a ^ 'f' - ',( ...l..' Er......

b.. e k+

t....i.:

.i..e - _ HT Q, a >._a _.. i ) 7 .t D i'.. "I S.U M M A R Y~ 1&ACT0R 0 F *, !f A F E T Y **** = f j.- ) 6' THE 6 BY 5 OFkID HA3 [RODUCED 42 TRIAL C M LE CENTER 9'. a

4

. s te ,[..... 540.00 570 00 5HO.00 590 00 600.00 610 00 X-COORD = G' 620.00 620 00 620.00 620.00 627.99 627 99 . 'l* Y-COORD = _DISHOP =.

3. 510..

L O67.__3. 067 3.13 0 .4 572._ _.7.651._.__.....

r $.j

( 70 00 1 70 00'. 70.00 67.27 60.21 54.00 RADIUS = It FELLENIUS = 3.430 ' 3.001 3 025 3 057 4.510 7.510 ..MDIUS._. f i 70.00 '.7Q100 70.00._. _47 M 60.21. _54.00.... h _..... ( 561.67 571.67 5H1.66 591.'66 601.66 611 64 X-COORD = A20.8t ^20 B3 _ 620.03 A?O.83._.620.0.1 _ 620.03. _Y-COOhD 6'2.03 62.03 62.03 61.38 53.06 47.26 , j 3.439 3.005 2.Y57 3 052 4.616 0.211 I'ISHOP = (. RADIUS = _fElLEH1US _a 3 314 " 935 '.071 2 A70 _4.L20 0.024.. .,3 62.03 62 03 62.H3 61 30 53.06 4/.24 ,( i< A D I tts e 4' _X:I'0GRf t n %6.1.13_ 573.31 503.33 %Y.1.33 ._40.L31 613. 13 _ __ _. _....... _ _.. 613.67 613'.64 6t3.66 613.66, 413.66 613.66 . ( Y-COORD = I,9 s'*- e 3.370 2.917 2.914 2.905 4.730 0.00/ IIISHOP _RA D I U S..... ;'. 55.67..._ 55.66_. 55.64.. 55.64__. 47.00 40.64. ITLLl NIUS

3.24/

2.0?t 2.f t 4U 2.Hv3 4.614 H.S49 ( 55.67 55 66 US.66 55.66 47.00 40.64 RADIUS

i.,

565.00 575.00 .05.00 595400 605.00 615.0u X-COORD I-(l = 606.50 604.50 606.".0 606.50 60A.49 406.47

J Y-COORI

= 3.310 . 2 007.2.64 .2.043. 4 e 1105 _. 10.003. ..,j . I'l Shut-r on r p.: aq,no 4H.59 ist.,o a rt.50 4,..t6

34. il (a

. t s'

. 6 s.y j a.. s. / j ?.934 4.6 to v. p.1 i e t i..i f e t';

, rvC '- TT T. e3 J 71 e 5.) I89 Y..$. l'I tHul- -J.292

2. M9 2.443 3.193 4.H47

9. M(

,3 NADIU!i !?n 41.33 41.33 4 t..U 41.33-37.12 20![ ) ) TLL1.LN1LM w 3.C04 2.L9-A445 I

1. '*5^

A 621 (1m G/ RADIUS 3.J 41.33 41 33 41 33 41 e 33, 37.12s 20.40 X-COUR D. _. re.. 560.J3.. 578dI3_. ',0:s..u.. 59H.33. ..{ p.l' 600.33 610.33 Y-CooRD 592.17 592 17 SY2.16 592.16 592.14 592.s6 3 _2 = PIsHoe 3 200 2.792 2.702 .1.547: 4.930 0./03 = a kADIUS. 34.17 34 M J4.44. ~.3h M 32.97

23. 5J - --... -.

FLt.LE NIUS = 2.965 2.550 2.465 3 320' 4.597 0.229 RADIUS F ',;1 34.17 34%17 34 16 34 26.. 32.97 '23.53 .tj S 6 .._ _ _ L w.s..-. - - L X-ConPD u 5/0.00 5H0 00 590.00 600.00 410.00 620.00 ......,_,__4 = Y-CHORD 5H5.00 5H5 00 SH5.00 505.00 505 00 5H4.99 = S I S H OF =--3. 3 72..-- 2. 8 74 - hv.* A.-- 4.-CN.-.. 3.14G4 8 - G.4 2 7- _.-(p a s RADIUS 2/.00 2/.00 2/.00 27 00) 27.00 20.10 FELLEN!US a 2.785 ,2 507 2.415. 3.10 % 5 307 7.712 dl N~h

t..

_Htus 1 UL. -. m...--,7 7.OO

7.00-77.00

. "A.00.. 27.00.- ?O.10..~. ',i-.' P.,j I

- - 4*******a*****As************************As**********************************..-

..ti* 5... % G 2.641 IS THE MININUN BISHOP FACTOR OF SAFET.Yjda I. 4 ee;

I

.. -.... A 1. X =..,ft5.00..Y se. 404.50 l!'.;21.E.- . RADIUS.mi." JAG.50. EAR THOUAKE LOAD n j .,.J. 2.443 IS IHE filNIMUN FEL LENIUS FAC f HR Ul* SAFETY 0.15 AT Xe 5H4.67 Y* 599.33 RADil!N d i. 41 33 EARIHuilAKE LHAD e 0 15 F. 'I I , ***c23*$se*********************e***********styr**********,***************. .T ,' ' ?4.. h- .FLO T.. Store ~........... ibb;' t ,/ ,( Q WARNING. NO PIEIONETRIC SURrACE EXIST b. NCDONNEll DOUHLAS AU10MATION CHNPANY NUMERAL 11. INDICATE SOI1; LINES _ 4 ICF.fi 'il. HPE W PIEZOMETRIC SURFACE K, _ _..,X:CEN I LR.UF. Aht..I DR..ItININutt EAC IUR OF. 5AF.E TY f.' .wrAILURE fiUhF ACE .(.. -

.h,. -

606. T.e U. __1AAA_............ X.I'i ' M .t J .d v ' s *{ *.. 2.L 602. .w- ? ..-...... - - -....- --... g... 4 . ~. -. -. -.. 5lN s

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e. %s 3 33.~u-

~.... ~~.. .h L 579.__.. _. 4-...... 2 1 I I Ip.! fi. U - 2.0 m .<q.; <.e, 3 k,A... 2 .1 -,,( e 3 I

o q 'D .,1] b gs 3 N g.; 4 4 O i 4 4 4 4 4 ) ,g ) 4 .e 4 4 4 m.-/ ,4 v s

/

r A f 4 44 6 *tt,i - i ^ 5 'c ; l '. 'I,. M, p. i. 4 4 4 4 4 4

p M;.J 'il

. '. m. . ;........aJ. _. -.... 5 5 5 SN.-- 1 5 L t rk:- 57- /t,.- @>. !* J. 1.i 4 g!- D ,1h, .. e... .t; 7 .. i.. pi.. ^ ,.1 t ) (. ' p G4 M50 4 E-4 -- 6._. A A 473,'

f.

5do. 53 a.' 567. 597. 620. .A 'I G 1 ._..____._1-ie FINISH .W, t. ..w .s . N r. ?. ,1.[ i i - (.' ' U. b

NCI)

Elb_.DOUGL AUT N. COMf' AN'Y..- 4_S AINT DUIS. J0bHANE = Jf1EWO262

d COHf' UTER SYSTEMI,3h a CP40 MVS RELEASE e 03.8,' i '.

5 g!.}JES.NG'.k=,.1735%.

F'R0GRAMMER NAMI ELD = Mt.H

) 'f .k ,b 9 t .,8 4 a._.108. fl.itT ERED.SYST Eli

* 'QR.,S TAR T..DtL MAI rtn.LL. '.!OD _CDttPLET E.ON. MAIN....1HIS.PAGE,fdNTED..

(77 17.57 21 06/10/01 J .17.57 27 06/10/91 p"t. 17.5H.00 06/10/01 17.5fl. 0 / 06/19/01 I .,,. " f. , f. nl.. D. ' 3 [' 4... REf>dORCEB USED * * * * * * * * * * * * *!.i.

k*****

s'* * *'* *

i*k **

t.* STEf$ d _ I_. '"U _42L...... _, _..- STEP STEP ' CPU I/O . ; AVE RAGE ALL OCAf !ON SIEP CHARGE IINITS NAME 'CC/RC VRU '(HIN) (MIN) MEMORY DASD/VIO I,SK TAPE MS9 tiMtj DISK TAfL M?l9 ~ 'b0 00000 . 4.63 :./ 205. .003 72 b ~ 345K .h 70 ~ '506~ $d'O' i 0.A ' 6 0 g s g.h .b. y'r.p; a g t e

s t.-

s 1_

* * * * * * * * *
s'*.* t * * * *
* * * * * * * * * * *.* *
VRU ANd[pMU silMMARY
0
t vRu sUf* MARY -

,f*d----------- - - - DMll

SUMMARY

I JOB M INIT J0p , i _..T D I AL.... _._ CPU... MEMORY.2.DASD/.VID _ DISKh.T AFT.... __..NGU.. 1 FRM TUI At. . D I S K,.I A F E N S S..,.,,. _. ...2,..._, VhU VRU VRU VI:0 Uku VRU VhU VRtl I'Mll leMU DMil liMU L. 4.43._ _3.67 -.04 _.00 .00 ...00__.. _ 00 .10.. .00 0 'O .00

PERIPHERAL Stif
PORT ACT IVI'TY * * * * * * * * * * *

..- OUAl.lF IED I'liNAME 1 Y F*f; 1s E V I Cf".. LflCAL REMOll. %*..*.

9. 9.* *.
9.*.S.S.*_A *.* SRU AND I I< U.SUMM AR Y _*. *. *.
9. 9. 8. *.
9.*

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8*

- - - - RiiMulE 1RU - - - - _ _ _ _ _ _ - 1.0 CAL SRif - - .. L. ': AR t." C A4 fi*4 I ? NE, I r< AMF fi JOB IF.f?MlHAt t il o e ne-g e ep.e 's f. g t.' ' ?H D P 's. iti ) 10 Tot . 'O l' 10 lol

= - ro e,e,e., e . e co ~ - i r --= " W-l .i i .' s. i l x s :. p.. I j s t g g t .- l 1 ! .l i as l 4 5 I l i ^ 1 t i I l l l t i i i l a 3 t { l I. j l h i ? l .l e t t I i l l e o 9 O= I NN 8 6 E3 i I l h w.ie 8 l N% .,V ? 20 'CR ,.S Q 2: ~. .W }. G 1 , -{. :;: . :vY D

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'77 N. l ~,*. ;. -3 e a si e no 4 es ".,.._ ] .{ ,.l .0, Q,.', Q -M... 7 .-.j Q;- .y wy 8 z. l i p-i = l CC e ) l 8 i 3 QQ b i I + l O j H >- 6 2 i gg I e C. c 1 . WZ f & 3 4 O O

M I "3 i

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CC n.J N

O O N cn g a OO e O O T W O O ?M O ' s i 2 O.= 0C lM O c 4 O s.,.r t O OO 3 O O O O 5O +0 C C I c-O N eg 'O O O

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=

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'*=.4 '+f,M , a* e 5 me **g

f a+=

=- - g-( ,H. -sc --h 2 4 -w - -V f. g e4, .f=4. g;,, W..

_...s '.<.# : M...J, nad

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n..o c

a t w r z z ...] m C a OC iJ .S .~ O ~ >= M

== E>

,\\

-*1 l l U2 OZ O. O. 3 s p. C w C 4 3.! (2 3 N

- E

.J E E O O 5 Z C g 7. w = C = O i Q. l i o t t w r W C O En = * ~ j g .G r4 2 i Dd J [3 m < .0 ~- D' pO O . g.3 4 . ;- w .a s.g.a.g,6p Esmi _...a.c .a 4 eq C C3 00 a. W Z in - w a .g g2 r: A.. 0-o or. rd = c Z .o. g 3 D at O O En L., O , <=* w l e&, -.

c

.4 4 O O b. [ 3 &n I J u N 'o O O cm is .. +,. e e e-J u m O O O O Ed' G O. O j ,.4 W g C 0 0 0 Q

3 e

a 4 O l z E w e's. O O

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e g 2 C dr D .e W l U1 C O 0 Z w M & LaJ== O! s A a 4 O a ~ g g gn -. lE lg Ew O e u p l U G3 J .aJ W .J ZQ e a i E C cr saJ t s. E " >

E 3

E 5 i l % C1 C O O Z D .D Z E D LaJ O% l l

f. >,

)OCO =.;

== Ln ' Z 3 0 'Z J u . e e i e--x 2.ns ** O J a E W Z3 I W t U O' Cgw eia e u E 2 O a C u O Lf {E f O W E E O M l' u e a J Z G3 &n O I 3*U u O 3 W W H C O t:1 G L U e ' =E C w = (f* e. m ~' J= 2e l

y E

SUMMARY

OF ANALYSIS 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 lines graphically show the location of the origin point which p'a yielded the minimum factor of safety. l l i l l i t 6$$) i 27

O i i k CASE BISHOP FRJ W IUS i 1 1.241 1.'218 1 2 2.052 .l.689 i I 1 3.- 2.617 2.092 4 2.641 2.445 e l l FIGURE 2 MINIMUM FICIORS OF SAFEIY e D L-. 2e

R 3%

() U \\ 1 TYP CR.IG.TN PT 3 h (.5EE. CoMPLATER PRINT) ~ ~ ~ 7 3 -d O C e e 6 s e (T1 O M m $y 5 G M.INIM U M FELLEMIUS i 11 -l .5AFETy FA(-. TOR ,d m O g x p 7J l O 't / 8 m O s e [ W FAILURE SLARFACE. FoR. ,(' [NENTMUM.6AFETY FAC. TOR g N etsh _ '7 o / / / / / / S OI L R. O 4 s EL 572 ' E L 513' smi ( x / / sozes s<sm. . _/, E L EL 2 ' ACIL4 E. L ESR ' .3OEL 5 EL 550' 3fd"= yoY &DDCJLJe n

i ) m v. \\ i TYP 'OR.IC-JN PT (.SEE COMPUTER Pk. INT) 2 n O .p g r

4. j e.

O c w g H N fl @ s 4 M_INIMUM BISHOP -,6 SAFET'l FAC. TOR TT. d m 'Tl p .w w p ?/ t Q. f 4 < 1,f ' i 0 .s o a Y 'J \\ y, O m ti /d [s d I O FAIlllRE.SURFAGE FoR. rn W, NIM UM.5AFETY FACTOR g e i etsas-o m u _S OI L a. EL 572 ' / E L.5 33' f OIL 1 .SC.f L 3 g ~ AOX L 'l EL559,' l .SorL 5 EL 5.'~O ' A l, I ** ~ f.^sO ~r e a a

i i i i $- g. 1 ~ i il CONCLUSION ,l i i 4 It is concluded that the Enrico Fermi Atomic Power 4 v Plant Unit 2 shore barrier has a sufficient factor of 'i safety with regard to a sliding failure occurring in any I 1 soil layer. [ f f f T... i l I i i i l 5:.. p.

(,, i ' i I,

.i: c. O g (oaO.

-y ~*- ~~T ~'~

~ -

4 r .?- f.9

==- g.._ r -r. ( ..e +- k / GG 9,7 s f _y \\ g l l L A GOO, N L l' i t i A 3 t t i M.- i -.a- 't. N.*- l + I t t k t 'a* l ~..c'. v ~ t v - &c.s --. . }' c. z ., r e c .. 4 ci l ... 4p fs. s s v-e. ~. .s 1 w ~,. [., i t a e j e f s ' ' ' ' ~ g l .f F- ] t-

, ; t i

l S. i '~ b ~.'ft 'g, i i i +, 5 ..I ';6 g3 g so i { go .... _.(b. r .-._._.___L i y nes ( i s.4 .s a., _ h i r_ 1 5 I ,3 ?.

"j@-..gh

+.. t { -h .g __ 1. _. 8'8 4 ..._ - f j m s.. . 9"q i I ! t P h. 1. ~ ' l .4 I 4 .r. r j } f- + f..-.. _-; f... p 4...y t s. s a g ,.P g ?% v s t g ~ i

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- -... 4>. - &6 is J7 I l / ...._,L_.. n -g c s l I i e 3 s -I l i 1 g* 1 .i s 't t .5 % g3 L'

i

) .,f - - - 2e I i \\ -.n__ 32 1 _

! k l / a / oc r .4 s / h 5 lv t u'* l 4 . _ _ _ _. _.i._.___ . _ _ _ _.. ' _. t .... + I t u g i l e i 1 1 s o S* t' I i 1 I /o * ,. a. I .r r- ---3------. ~..- 'l 1 i l f <.r y, h I 7 s 1 fO /OO i. i . pc m 1 l i s'P i i I a J __._J.____ e y _.+. l 1 T 8 l j 6 g I ~ i t i l l g I a j 4..-- -.. .94 -.9 I gl.21A i F 1 i 8 l t 1 i I l ~ I 7 2.0 i3 s w h. I v ___.4-e ..g g N se i 9 3. as I a )

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M y N 'N } j., / O B l p Y y , ' t i e-a oro . ' ~., g v[ t -. -. __. _,.. _w ' ' 7 f 2 n -....- - - L_ I Yx i i h. i I I / L ,e s .Y t p 1 i c

r. 74 E l r., +.

i .c j m _ -- 9 _. . _9 l 1 b 4 .g _ __L-.__-..._,.___.. I

c's LOG OF SJ85UcrA CE PROreLE PE N E T A ATION ftESISTANCE & CORE RECOVE Rv ^ CL ASSIFICAT ONS 9y: StFA (Soil) c G,ound Surfcce E;ev = 573 8 Ft. P E NETR ATiON RESISTA NCE * ^ ,i 4 d h,, ,{. .r. o i, Q:.:-Loose Brn. & Cr. SILTY PEATY F-M SAND, i l [3 m g w/ Layers of Slack Silty Peat. ^ ~ i i 3 / / Medium Brown & Cm y SILTY CLAY,( i7 u \\ w/Tr. of S.ind & Decayed Roots (doll j j / 560 U Stiff to Hard Brown V. SILTY CLAY, Mh. l i w/ Sone Sand & Cmvel, l24 g} V.Hard Gr, SANDY V. SILTY CQv w/R'c _ruu.: TCP/ rcd.< EL. 554.8 l "r a-

*/

' Med.Hard Gr. OIL'iITE ' f_'d ' 1 '.?;

i.D N.OTE f62 M'{' R.3P' os F25$ __ Vugs,30%,<1/32" frc n,LOLITE Sclutions.v s' i

Sbi M~ +' '^'t *'*M. b, :R= c Fad Lt.Gr. Ce:ented 3RECClaIED b9 h MIC'lIL._.4/Tre 'EHALE-8f *j, E. No, I 1:1 F HIM Gmy DCLOMITE, '3 w/Pany Thin Elk. SHALE Sea.T.s. l @p.' 1 Hard Gmy Ce ented BREC'.:LTED DLILMITE, v-y; i gc.,.; w/ Calcite & brn. Clay Deposits in .8, i a Vert. Fissures Vucs,<5%,1/16-1/4". g.'l t

g..%

t 5f0 r-- 4 [,i: N.)'f. Few SMALE Seams. 2 .,fi; "a y. es 3, m.. ... i. s '.Y c

3..;,..;. w... A..*g: a: :. w...w c.A:-

, 21 ,f( 5530 j 19' NX casing used. l - . Hole grouteds 2 bass cement. w a d NOTE: ?' 50% Drill Water Lost. E1. ' 553 8 to end of' boring. l' a l_ l J c=. l

D rP LoCAT CN:

N-6780; E-5550 0 20 40 60 80

00 "01 AL DEPT H : 3J'0" ALL ROCK DESCaIPTI $

REYr$I3dM1b]N & JOSEPHSC: son.G S T a e-E ':: 1-11-69 (U/M), BASED U.;0 LIM 7TR VTEUAL E7ld[JaTION OF EDN CD:-lS. eOgiNo CovPLETED: 1-13-69 ALL REVIEWED BY SOfL AND FOUNDATIONS ASSOCi'TES DR. L. BRO'#1 29563 NORT HwE ST E RN

- 'G N W AY

.f.j rN NsoECTOR : B.S. I:ber (SLFA) (FURITJE) SO.JT HFIE L D. MICHIGAN 48075' w DRIL L E R : F. Raid 1 ~ g:' LOG _ _Of_ TE ST BORING NO {L_ CONTRACTOR Payncnd Ccr. crete Pilo Div. ? we'.ER LEVEL .a ho'e o' 'nd cof ed a 'nbe r ElRICO FERMI ATOICC IO!ER FLANT u 2 Ul:IT NO.,. o' hours of f er co,e pie hen of boring g,yg g ,ggg1GAN 19 f eet of cosm;. in cMce 9 pr NE74.T cN c u eTAncr TiiE DETROIT EDISON COMPANY ~ . m. e, .e m r,e..no, o s,.re t-o. e o o va ' m m 2 '2 m nm ' r 'f o r. IP M IIO

e l LOG OF SUB SUT.FA CE PRO F'L E PENETRATION.CEstSTANCE 8 CORE CECOVECY 1 ~ CL ASSf FIC ATiONS CV-SicFA (Scil) Groed S u r f a ca E *ev = 572.6 Ft. o

E NETR ATioN RESIST A NC E
a m o

- no 3. m <.e sn Y 3570 Fi PEAT. D.( l l l 3 Ej I s rr s" ',/ Soft Cray V. SILTY CLsY. 'C l e 3 O_ Mediu::: b H. Gray V. SILTY CLA'. SOIL 0,a I 6 3.[ Hard Brn. V. SILTY CLAY, M M0 f i 24 24 w/So:r.e Sand & Gravel. I i SOIL ac: i i

u

,~ Mediun Gray suin cua, I i l - r-7f w/ Sono sind & Gravel. k 5) O. 14 i w -_aam ur2v v. u w,. (ClL 1. o l R. 3 Sjz w/9 a hrk .m to o" y ,j$g 7 T: { N' d SDY, GRAYLY. CLAY, w/Ek. Fn FLC __ Ham Gr:w KIL MJ f 5 0ua,c,90s,<.L/ y, t frcn LOLIa Sc.Luti30. [c,f N v @.. p !M i i Hard Gr.DLI4 MITE,w/Miny Blk.S3 ALE Scanse Y i J,) 2 2P.- Few Fissures, Vertical,<1/32-3/16". .O i J:'-; P 540 S i Ma-I i j.' n. UY Uy IL%.s h *

.325: '$.?4attdtssinc.

wi i k Part1nza. ,,). i t; 3 C -~ E k Hard Gray DClOMITE, w/Tr. SHALE, 3 l < M 3 E Many Elk. Thin.Irreg,. Partincs. I. .v.y_g eg g.;.,;.y n J.-.,g .,.g g c 4 f 24' NX casin6 used. 3 Hole Groutedt 1 5 bacs ee ent. L e s 5 F s f LOCATION: N-7380; E-5850 0 20 40 60 80 'oo TOTAL DEFTH:40'0" E8 c4 ppCx ceaE oECevEav ALL ROCK DESCRIPTIM S A."2 A DITED 3Y 5RANDON & JG%_.:HSLN l soRiNo sTAcco: 1-18-69 (U/M) EASdD UiLNp.eE. "!OJ.AMIt.ATit.N LF PLCK 5LAES. somtNG COM PLE'T E D: 1-19-69 ALL PSVIE'4ED BY SOfL AND FOUNDATIONS ASSOCIATES DR.(h h 29563 NORTHW E ST E R N HiG H W AY 'NSPECTOR : 3.S. I=ber (S&FA) SOUT HFIE L D MtCH!GAN 48075 ORiL L E R : J. Pugh (f) LOG Gr TEST BORING NC 11 ) C O NTR ACTOR : Ray:r.ond Concreto Pile Div. T WATER LEVEL in ho's at mescored number ENRICC FERMI aTo*iIC PLWER PLA.C* UNIT NO. 2 of hours of fer completion of boring feet of cosiag .a piece Not coserved M M PE NE T RATIOS S E S 'S'." CE TrI DETRLIT EDISLN CDP. pat <Y Q %%er cf b.o-s r.cu.re d to dr.ve Lo. nc% 0 0 el wmp:er

_arps, gg TE g, L'CB'.0.lin

[* M *nches. user:9.lb.!b.e.ght.ith }Q incS free f a 1

o LOG OF SJS $aUA CE PCMiL E PE NE T AAT'ON RESISTANCE 8 CORE RECOVERf l Ct. A$SiF! CATIONS FY: S&fA_{ Scil)

'ater So 'oce E ev =

$71.8 Ft. m D E NE TR ATICN RES' STANCE

g"'570 3 E

-u u. e o. n s. .s msg 1.xv.5 w u m i i ff V) gg. V. Loose Gray SILTY FINE SA!!D. N 1 7 i 16 .Mediua Brown & Gray SILTY CIAY. C / I t ) ( Soll O,,, .l.! ! 42 7 J Hani Erown & Gray SILTY CLAY, i C ' 62 ' S'. i w/ Traces of Sand & Cravel. 7 l j i / M / <n. c V. Hard Gray SILTY CLAY, s-~ 550 5' i il32 j w/Some S2nd, Coarse Gravel 5

- * ~

-[ / & Rock Prags. 4 i i ,.,,"ItP/RUCh EL'. 547.8 ! . _.2 31 Ffi" tid.C,r ir 1A.k11:. sc.e Rd. Cr( t t LI TE _ SgA1;.n)c / mc ture.3, vic se,,f i 1/32" w w - p. .WMM'.'1+d t Vuen ~ ?.- F* E. ' + 3' r 4'g.J.- fun %A .BRECCI4Td3 D0LCMITE w Partines,So. e Fractures,n,cr/B1k. SHALE M,~i iz.& Clos es ' - i s No. $0 HardGrayDOIbMITE, T 4- I w/Very Thin Black SHALE Seans. 2 ,1 p j j '3: j g ..s l i .g. i u 3 2 Hani Gray DCLOMITE. D?' s ... 3 -., -2 530 . a.. t !3 / IIP,. g.. 7 Pm Hard Gray BRECCIATED DOI 4 MITE, t ' 4-5 h @3") w/Few black Partines. i..e s ~ i W:V si CALCITE Deposits in S all Fissures, i I i..sf c. D Horizontal,1/16". ,4 S11shtly eture /vng dose, i 5 i m Lt.c. bw iir,d, ou,f m,1/16-1/d"..., i 4". M..%GM 520 1 r w m.< t6 -4.%. r6tM'.A -e W LJ u % 4?. - 10 27' NX casing used. Hole grouted; 15 bags cecent. 510 i LOCAllCN: N-7251; E-6162 o 2o 40 so eo soo TOTAL DEFIH: $geOw ALL SCCK DES 0RIn AL..'S AR:yo ROCK CM RECME 4v L BOAING S TNE D: 10-16-68 (U/M), BASED UPQ SIR VISUrg,_EXAn@ Tith LF RE CK CCRE l eogiNG COM PLET E D: 10-18-68 ALL REVIEWED SY' DR. L. BRCVS gg,L AND FOUNDATIONS ASSGCIATES J.O. Vanzeck(SiTA)

3. S. Imler (pygpyg-29563 NORTH wE STE R N HIGH W AY

'NSPECTOR

C'A'L L E R *

,- s C. Dean SOUTHrlE L D. wC HIG AN 4 tsO 75 AYER LO3 OF TEST BO;iNG NO _16_ j t l IV' C EL

of n ec d %<v'be r ENRICC ERMI ATLMIC PGVER PLAST l

t of hours etter comp;etion of bonag UNIT NO. 2 i feet of cosmo 'a pio:e Not orserved. % 1AGCONA BEACH, MICdlCAN

pE nt taAnes s.t s sTu;cr~

THE Li!TRLIT EDISLS CL.".PAnY j w rw ee d u,cureo eo er..e.1L ince o D sc : mer ' g .@. ees. ma m. ie -e.or.. n n_ren t,.e to e _a ma. L bate pe y. Dos *.e.11a_ J {

LOG Or Su::SU-rA CE PRC 8 'L E PE N E T 3 AT ION CES57 ANCE 8 CORE RECOVE RY ~ CL f SSiriC AT'ONS Sv: 3&fdI$o}l) Pla tforx. C'e. = 573 1 Pt.

ENETRAtscN REs: STANCE *

"C.. e a. 10

- n a

no i j ~l g PLATPCRM. i y,s E1 570 0 ne i l g WATER. C.S.El.567.0 m 1,,

rv gv s an;m, sn M

PEAT. MD n' W '/** I T W) i i R / Soft to Medium Gray VERY SILT! CLAY. g s r i i ( Soll 9 ,m' l l4 - n Stiff Brown & Cny VERY SILTY CIAY, (CL-MI), _l I ^17 { gj W/Little R M. *:w en C evr,1 7 gi <e 3 /i Hani Cray VERY SILTY CLAY, " * ~ J.J0_ f. w/Scte Sand, Little Gravel. h l I 4 19 l l i 'M i 16 L-(.[ Stiff Gray VERY SILTY CIAY, @L-MI) { 3/. w/Sc:e Sind & Cravel.

1..r I

f V.h" ni Gmy VERTSILTY CLAY, (cL_yj 1 r. w o=a Sand & Rock Prags. , d TCP/RCO. EL. 92.2 Rur '4 ho. ~ 540 Hard Gray DOLLMITE,w/Sc:te CLAY Seams, ! ' l '. 'ld. ib : %3 N/' - 'NW l CALCITE.,So'e Vert.Traet.; Moh Clognat.i: i L ?. $.'l 4 2 i -'\\Ws, ') Y 12 ) t 6 E Hard Gray DOLOMITE,

r. I.

s v.. ; ,cq w/ Trace of S'iALE.

h"Qj l530

- iIh.':,s 4 %[ i ,, g v.; ,A !i ' ibm Gray DOIMIS,w/Scre_ MTL ? U . 1 5

. +

fir: 7 6 y Hard Gray ARCILLACECUS DCILMITE, '[ > - ,f l w/Some Fractures, Close & Hori. ,., 4.'2 , ~, ',. 7 ~ 3 520 .n q ham Gray DCLCMITE, i.7

p"..,..,;3

~'.h l w/Some Vertical Fraetures, Vide;

.;sj.: .

9 1 Some 60* Fractures, close. m.i . M, A. "k ':y F.2d Cray DOLCMITE '.' So. e 3RECCIA. ...d iD.- ? '..T'; *.. ' ! ? f 510. _ 14D>..Gr.Cer.ented BRECCIATED DLILMITE.c J....-+; ^ * .,.. f' l. 'l a-6 p-y,. - 9.. (Vug s,<10f.,<1/16-3/S T E !~ ll' NX casing used. Hele grouted; 1 bag cement. .4 LOC A isON: N-7676; E.6]l~C O, _, 20 40 60 80

00 TO'AL dei 4H:62'6" h

I n 71 * '"h h. { fN. C{ E pb RLCA ENq, Q Z W J g' g *p A , W IN,. tid 4 7 BOR:N G S~ACFED: 10-16-68 M 6.5.M' P - 3, h '- N) d I ^ L 00RWG CCN DLET E D: 10-18-68 Soil AND FOUNDATICNS ASSOCI A~E S (PURDUE 29563 NORT HWE STE RN hic H a AY mScECT OR : J.O. Wanzoek (S&FA) scoTHsirto, wcuiGAN 4PO75 ](L') DR'L L E R : J. Push LOG 0: TESi BORING NO.17._ C O NTR ACTOR : Rayaend Concrete Pile Div. EriRICC FER."'.I 4TC. SIC PL 5 PLs.~T ~ r WATER LEVEL in e.o'e ci,adicated nuraber UNIT UC. 2 of hours e?'er compi. tion c' bonng Co lp L COGNA.EAC::, MIC.CWi U feet of co m o n cme Not cbserved. l

PE 'JE T Rat t0N LE '. 'S' A.CE THE DEIRGIf EDISLN CUI'd AAY I

.v. ,,s.r:.e, of :*-s recu. ed to ori.e 3 A.scn O D se i weet a ccs. CAO L' AT E Reve IJOB NO.110 1 (5).ren.a u s q _ Lip ' e .,0. g m. n.m Je, - e. o,. e

3
a i,

7,

LOG Or sygsase:CE PR0 r'L E PE NE f RATION nESISTANCE & C04E RECOVECT Ct AssmC AT:0>.s cy: S1FA (.Scill Gro+a Sa**:ce E e = $74.1 Ft. , g g 7,,,e ,g g,,,, NC 7 e m e os la 3e de s* So o. Loose Drown MEDIUM Z De M.c i h O // Loose Gray SILTY MEDIUM sat.D. W i 6 s a.,. -i Loose Brown MEDIUll SA.iD. g,. j,. l 4 E , Soft FIPRCUS PPaT. (Pt)s - %0 Soft to M^'dium Brows & Gray SILTY CIAY.h, $ fg }g // t e tt_ A 1 -1 e i Stiff Brevn & Gray bRY SILTY CLA!, W l 20 . e / j w/So'.e Sind, Little Gravel. p gf g,,j ) / 3 CL - L_.. I N / / ! V.Hard Gray VERY SILTY CLAY, i / / w/ Sone Sind. Little Gravel & Rock Frags. ' ME /* l l LOO /10" [/ - /. r / l i Run I TCP/RCCK EL. 54.1 l % Sof)eu Tt.gd.84.s.V Lt. Brn.4gr. Dgu,QgI{E,. :.: y, ~, cq..u... ,,..._. p5. &. _ to M .trre5. fart ngs, I s.]! .. 4..-y l 1 .*~ % ul c.- 99 h- _7 CLAY SEAM. nc

w % g " ;I'4,..-.

t . l :-%j l. Vu s._ CALCITE at El %3. 6. s,1 4ff. t, ? nsy y' 13 5' 4-inch cauing used. Hole crouted; I his ce :ent. waw LOCATION: N-7680; E-6000 0 20 40 60 so 80 0 TOTAL D E FT H - 35 ' '*" QCCK DESCRIP'"IG'ib a?.$ A$ 5:G.C E ME C % E ev W Boa sG STA' ED: 12-16-68 sa M nRA..CCN & JOSEPHSCN P. kYIEISU 2$I3.\\ SED Uiu U:.IR VISU.M,JAA?Ja.VfIt !i CF RLCK CLRES. BORING COM PL ET E 0 *.12-17-50 DR. L. 11R0'4. cCll AND FOUNDATIONS ASSOClaTE S NSPECTOR : B.S.Imber (SLFA) (pgpytrg) 29563 NORT H w EST E RN HtGHW AY SOUTHrlE L D MICHIG AN 38075 jm ORiL L E R : M. Sugg LOG OF TE ST BORit.G Nbb ~a~ CONTR ACTOR :Raynond Concrete Pile Div. v r WATER LEVEL .n ho'e of indicated nureber EARICC FERMI ATLMIC PC'l's3 PLANT r cf hours ef ter core p4 tion of bonng UNIT NC. 2 .n race Not observed 37 L G CHA G 0d, MICHIG M feet of coming M PE NE T Rt.T QN RES'90.NCE _ _ _THE DETRLIT EDISLN CLP/AiiY w e:4r of b o.3 r.eu.re d to or..e 2.o.nch o o se,i mpie' Aors. l @..nees.u..,,f/ ib...~Y'.i,n ze..-n trIn,o.1 --GAC l[ ATE,.,.. '..Ro. [-c's d M ~^

)i Na av.1in M M nu. /com +

J LOG or S.,b 5+A rA CE DeCe tf I PE%ETRafOk EES'STAaE 8 CCat of CC b E sv CL ASST AC AT60NT P! SISA (Soil) 3 Gravad Sw<roce E:ev - 577.0 Ft. PENE T R ATiCN RESISTANCE " d c. - ro 4. 4 o-r., , t=i gl -Q j { i l 9 e 10 V /) FILL Leose Brown SILTY MEDIUM SAND. .519 7 . y_ , 13 I f.f; FILL; Louse Gray SI_LTY MED.S.un. (Sr.),,..[- O t Medium Brown & Gray SILIY CLAY, h l [, "/8" S"'d- ( SolL 4) 's

e.'

p[ V.Hard Brown & Gray F.3ANDY SILTY CLAY, l 100/M...'- w/ Sear.s cf Sand. M MLb (CL-MC ) 1, l -h V.Hard Gray F. SANDY SILTY CLAY, (CL-MC 100; o t $50 s., w/'kme Cc.obles & Rcck Frc.. =ents. ~~l i nua'

',L..

re f-Ec. i C3* biULDZR3 & htCK FRnG!CN'":.i,w/ CLAY. = n>I;!TCP/lLCK EL.5h4.0 1 2 - =. g. '.- Sho-n, Hartl Li6ht Gray DOLOMITE, "E MMi[ 3 l ~ w/ Thin Seans of SHALE. S .-w ^[h k.-. Soft SHALE, w/ANHYDRITS Streaks. i ..'u: 4 y (")530 E1.$1 5 '.1 .O. g.v., ,r u..

}.

l -L ...} g h-e. a Ih i ydd/M.< t. . A. 4.@ ; $20 { {., i.' i ? 39 .. ~:' x-w2.. 7 .~ m. I ' h'.' I- 'e.. l g[.4 -i , Ce.?.ented BRECCI A:'EU I'<LLMITE. i A l. Tyi,~i, 8 l- ,,. s ': i i __2 _ an ~ 8 i l 0 20 40 60 80 10 0 e t cCc ".N : N-7980; E-6000 N0'*F~*- t I 5/o ROCK CCRE FE CC S E RY TcTAL DEmn : 82' 4' ALL ROCK DESCRIPTIONS AD.E AS EDITED SY 3RANDON & JOSEPHSON soRING S TARTED : 12-17-68 (U/M), BASED UDON THEIR VISUAL EXAMINATION OF ROCK CORES. H! BORING COMPLETED: 12-26-68 ALL REVIEWED BY S0lt AND F OUNDATIONS ASSOCIATES l l. Dames &.w.oore DR. L. BROWN 29563 N ORT H WEST E RN HIGH W AY k i* SPECTOR :5hA-P.Goiran (PURDUE) SouTHrit t o. MICHIGAN 48075 ~~ l o TRA OR[.Ra m d Cone e Pi e Div. LOG OF TEST BORING N O. G'.%A y w ATER LEVEL mhoa o f 'a dic a t e d nu m be r of cour s ENRICO FElu{I ATOMIC POWER PLANT ( ) c'rer completion of boriag, - ' e s t of c a.ng m pie c e. UNIT NO. 2 N rENE T RAMN RE S:S T ANCE : (before grouting) I.AGMA BM, MM l_ N.,w tc cf e'o.s rew'ed 'o cr've -8 e.ach O D soil setpier M E M T'a GTM'OnVPWV .ncses, ws.*g afe_ in. get.* 8e _ mca fr ee 'on ApoR. GAO I:5 ATE: Rev W W. 110 .@N. COR E DAM ET E R,blevs/ foot. ':2h is evaluated 3. t, /-i. l _. ROCK v n,gn l 'W

n O 4 Project biSPECTI0fiXiDTESTItiGOF 13 0 Oua m ance pgg SHORE BARRIER C0flSTRUCTI0tl EXHIBIT 9.513.3 METHOD OF TEST TR0XLER M ist. Percent Percent Dens. M Dry Ory Probe Moist

Moist' Density 4.ocation & Remarks Elev.

Count Moist. Moist-l Count Dens. Dens. Dens. Depth Count pcf S Ratio Troxler Cont'.Ck Ratio pcf Troxler Cont. n, Comp 14B ~ N G8Z5 E 5955 667.7 114B .BZ7 22.81 '!%fi Sr"JSU 396 2.371 12e S 107.1 pc f 95.o d'Ed" 149 N7006 569.3 1331 960 271Z M 4s6 2.725 120 3 44 0 99.8 150.. N7025 M 569 3 131In 949 26.75- #hh[5 436 2.Go5 12 3.2. 98.o 10s.7{ asi N7075 s5 549.3 1343 96B Z7.4Z 24.5 427 2 657 12 4.2. 98.4 ios.6 15g t0:Z5 PMI569 3 1314 947 2e.69 24.Z 444 2.W9 12 2.o 9 619 io2.1 iS3 N7175 gg 569.6 13l3 947 2 6.99 24.9 463 2:772 119.7 94.6 99.e 15 4 N 72Z5 sco9.6 1347 971 2747 75.9 460 2.764 1201 94.Z 99.z $5 N7275 I_ 666.9 1475 1.063 BOA 4 M 448 2.683 121.5 92.7 976 iss N7325 E$ s589 1530 1.10 3 31 7L 3}nG 46o 2.76 4 izo.I 90.o 93.o i+1 96.0 157 N7375 NM 669.4 13(A .9B7 Z7.97 26 9 44Z 2.647 122.3 c35.9 45.o cm m9

3 N7425 s' 9.4 1363 976 2759 26.1 462 2.760 119.e 93.8 99 7 o

is N7475 D ScdLS l%S 984 27.fb7 26.6 4 37 Zut7 izz.9 93 c, ,oi.7 ico M7525 5 03.5 1377 .99 3 ZB.lO 2G.1 434 2.699 12 2.3 96.7 m.7 e Mol bl7575 -569.8 1%4 903 27.04 26.6 4% 'Z 79o i19.4 93.Z as.z 3 Ec2 N75Zs Y ses.a i3ei .9e1 27.7s 25.0 asz 2.707 izi.o 94.e " %e 5 "Jffi /1$ M E Yl*** PROJECT Fenui il 54cee 9tme. - ? Proctor urve No. d Approxiamate Contractor IdollAWA Y y Grid Line Optimum moisture Scece of Materialpa 6tre ] Acceptable Moisture Type of Material dL Content Range E Weather ( Temp. 60rJNY v/AEM llaximum Density pcf Elev. N TROXLER fio. 7339 Inspector MV/ ' Date b-BED O o o o g g g g a a STANDARD COUf4I 8 Checked By' g),lo[cb :DatelD&AD Density Moisture Time w w w w w w w w w w _l.yt l'3 6 7 7:is A M M R M

!(m)Project { wo m,nt. new. + INSPECTI0rs D TESTING 0F 9.513 0 Qualit ssurance P SHORE BARRIER CONSTRUCTIO?! EXHIBIT 9.513.3 METHOD OF TEST TRO.XLER M ist. Percent Percent Uens. M Dry Dry Probe Moist

Moist
Density l.ocation & Remarks Elev.

Count Moist.

Moist, Count Dens.

Dens. Dens. JA Depth Count pcf Count Ratio Troxler Cont.Ck Ra tio pcf Troxler Cont.3g Comp

16 3 N 7675' E5455 569.8 6"

1396 1 006 26 62 2 ~7. 4 457 2 757 12o.4 93 4pcf 93.o IW1963 le N6850 e 5934 5m.o i384 1.016 20 80 27.O 440 7. 0 6 12.Z.4 96.2 es.o mimg tw5 N7ooo 570.o 1364 1000 28.42 26.0 449 2.(#A

12. t. 2.

94.4 99.4 '%[4 4 59 2749 I Zo.7_ 929 97.8 lW M7050 1306 1016 260A Z lfo7 N7tOO 137 4 1.0 0 7 28.<oz. 27 2 45Z f.7o7 12.1.0 94.0 98 9 198 h17150 1388 1010 29.c0 273 444 2659 12 2.0 94.4 ik9 M7200 1388 1.on f6 29.coM Ir M 474 7638 116 4

91. 0 "E.Y 170 137250 1346 967 2.7.96 26.Z 454 7 789 1Z1. Z 94.8 990 171 N73DO 1414 1037 29.6 0_ M 45o 2.cAs 121. Z. 43.z 98.1 ijz tJ7360 13'44 985 27.BB 76.4 434

'1 599 12 3.3 970 1o7.1 17 3 M74DO I30B 959 27.00 f6.9 476 2 044 110 3 92.O 97.7 t74 M 7450 1336 .979 2771 25.6 447 2.fA 7 IZZ.4 %S a.4 175 h)72OO 141B 1.04 O 29.67 27 9 SM 434 7400 12 3.3 95.Z 93.0 IW 101.4 e t&pBZ5 E595s s 67.5 I191 .673 24.29 9rd $r'% 386 23II l29.3 1o6 6 1097 er 994 E l C0ilIROL DATA Proctor Curve No. I Approxiamate Contractor MollAWAT g Grid Line Optimum moisture Source of Material 69 stTE: \\ Type of Material d l. E Acceptable Moisture ( X Weather ( Temp. 4 9 W ujAT.M h ""9" g $fL Inspector O.C. ' Datelo-6BO _ 39 o o o o o o o o o o STANDARD COUNT h h h h h h h h h :$ Checked By

Da telc>-9-8D Densi ty Moisture Time w

w w w w w w w w w ~lyf I307 7Go AM iro 7 i % A. 1:oo ? m D

/ d '~ ~ w.

n. >.

.voject IflSPECTI0tl 'ArTIT TESTitlG OF 9.513 0 Oa U Sl10RE BARRIER C0flSTRUCTI0tl p gc e EXillBIT 9.513.3 METHOD OF TEST TR0XLER M ist. Percent Percent U "S* UU UI# Probe Moist

Moist
Density Count Dens.

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

Moist, qf Depth Count pcf Count Ratio Troxler Cont.Ck Ra tio pcf Troxler Cont. $c, Comp sciesi u 77 M72OO F 5934 5 70.0 6,,

1359 996 28.28 f6.2 ms 446 2435 122.s 9s.s pc f os.o md ia>e 7A N7500 1304 956 2GSG f.3.9 427 2.5s7 i24. Z gg.s ici.4 79 N7550 132.6 972 2750 25.5 4M 2.719 121. 2 9s. s ,i@ o r.. o ,,u, ao N moo 1301 952. ZG9I 26.8,,,*ies sc6 5oso 114 7 569.4 m-;n P>l N7(oSO 1394 1.01 5 2866 26.7 432-2.587 12 3.5 96.2. m 4 E N 1700 12(o4 .927 fG.lO fa9 ",e E 3 44l 2.to41 122.G 98.1 'U o EU S} O l PROJECTJgp_gt_ll SilORE 6A7EIER._ l C0flTROL DATA Contractorjol[AWA'( lroctor Curve tio.,y-Approxiamate o-Grid Line Source of Material Od stTE-ptimum moisture \\ g; eceptable Moisture \\ Type of Material CL = lContentRange E Weather ( Temp. 50MMY WAEM f. iaximum Density pcf Elev. N Inspector MN ' DatelD48/O; ROXLER flo. 2 339 o o o o o 0. o o a g l STAtlDARD COUtlI .8 Checked By

Datel0 9 86 !

Rnsi ty Moisture Time w w w w w w w. w J67 1364 I:00Fid 4

'- l QATc lO-8 '80 % . d '.s,. '.fi). n .m. -

3....

g (- .\\. ..<,.. g,..d v ?.! e..,.,.* . >:6;?R b .~: %;',".: s.,, :. n.., 8 ..f...! . w. v

.:us:.-N..%;.

v <".y :.;..~.cf,..Q.q' h

w,r,.is. ;w.;. ;--. ::..-

..' 'g:. .: e.-

J.

.::..a.r..:...:.s::'. -t *. . s.;s.... ; c.. - z.. ;w:: .. '. - >...-: n.

m. p. ~.,.2. v

r;
lr.,s._-..,

.a

a. :..

c ... a. :,: ....... ' *t. n..,.. a. n.. s y= > ;.... s. .p s. . DANIEL INTERNATIONAL " ?. .,..s .p - n,v / .,7,.

c. 9.f., *....' '.3..:- ~,.. s (y-.'. -

. f. . m.>.j ..A e

FERMI II NUCLEAR PROJECT

h.

U% CID:#h' 7 . :..:. p. g:. ...,M. @q' ~ . G d..,'.V..'.i g.,,.n i.h J.-tL.E.d:: D, Sr yf......s.... .+ ,. c.U h.,.. _. ?,:. _.,l ' )p v.'. Wccowm/c M06TOEE Q. ? F.G h 9%$ ~,,... ' 1..:(... ..f. .~ %;;**E.*r ~. ...a f.. n... :;;;. $.Y:.n. ~J).m:< :* =- ... - :.s.... :...,.:.;c .w. ' l' ' j

L-%

l. ~ h-

yki'.

O:.:. 4 i'.**, f Y*=.ii 'h*6*.%.2 e.w :.. y. .o v. ..... c..,.g.,.;. u. .....m., ,i.. i -

7..

...........s. r v i.+..~.c., . t.:. e .z -o.<' t :. m...,'.2..: :.u. '<... w-:v... + e v .a .c. .....~< - ri. . r ..~,.:,, ^ +...%.. } : ..+c. M ' :p. : r.. +:.mip\\c, ':-~ my.. .. ~. - y. ...a.a. :. s....., a. . w. g;..: w v n...... w.P,.,, .A n.-

l. O,p. ~,,.

~. (o3 r .:. w.:,., n. .~ 1 .m.. .a.:. ; = l?. W ~$.'. 3 ..'... .... ~.. & $O l49 O, [o lW.. %Q l].[- 17G.:?...- ~..'- .w m i =,.;..=,.... ;. :. --. -n. e,..

x -':---:

i m..,.... ~ w ~. .:... w. W%.,w,kMn...N. f lc' 2 d Ti o tJ s y6 826 N7026 147000 47315 4727,5 8 *&7 Wi.do df8...d. gdl%n.E f.- w .~ ~.. 5 .S.,. w e, d.. ~4 %,. g. G. h. :-..i. m..e.h. m.n a... . M..... u___,

/

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Density 4 ocation & Remarks Elev.

Count Moist. Mo i s t'. Count Dens. Dens. Dens. x Depth Count pcf Count 4 Ratio Troxler Cont.Ck Ratio pcf Troxler Cont. [. Comp h3 N7626 & 5960 570.9 6" 1370 983 27.65 26.1 454 2.7i9 izo.6 q4.cocf 9co es 99.5 h N7575 5708 1318 946 26.66 3kSI .40G 2.4 31 IZ7 0 101.9 107 3 loc N 7025 57 0.6 IZ93 828 2G.ob 24.0 4GZ 2.7(o6 119 6 95 3 100 3 bl N 7(,75 57o.9 1338 9 61 Z7. lb 26.5 48B 2922 IIro.8 9 i. 2. se,.o @Z N7475 571.4(L 13Z4 950 ZG.8b [6.9 STd7 508 So42 114 5 69.Z. 93.o N4 9s.9 03 N71Z5 571.0 4. IZ.7G 916 f %923-9 II2E 476 z.044 116 3 94.Z qar.o an 99.Z h N7375 571.ot 13 % 930 26Al 24.6."I 7 54 4GG Z790 - 11 9. 5 94 5 99.6 for N7325 570 64. 134 3 964-27 Z5 25.0 II752. 446 f.671 121 9 96.2. iot.3 Ofo N7275 57o.s 4 1341 SG3 27.21 flo 3 *NE 46Z 2 086 il7 6 91.2 %.7 o 97 N 7Z_25 s7oo4. 1Z42 892 24.9i SM!DE 44 0 Z 635 122 6 99.2. roy.Z its 96.2 % N7175 5 71.o 1 1229 88Z Z4 59 9M 13 % 401 z.4ol 12 7.(o io4.G 1o/12 its imd 11 N71 Z 5 s71.ot 1Z.71 912. EsSG 23 4 IEE &k 2 790 11 9.4-95.4 95,6, etin im4 o W U l k ! @ (_= E 5946 PROJECT _Eer_mi 11 soir.e gArxise. a Cor1 TROL DATA roctor Curve No. -# Approxiamate ContractorjIAV/A'I n ptimum moisture u ce of MaMal d M I cceptable Moisture Type of Material GL. Conte Range E Weather ( Temp. 50MMY WAP.M dXimum Density, pcf Eley. N ROXLER No. 1 539 Inspector - hd. ' Datelo4-Bo O o o o o e o a o o l STAtlDARD C00itT 8 Checked By . Da te iD-D-RO i enc i ty Moisture Time W W W W W W W W W W j(67 1333 1:OOFM g

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ll WAS pp>OJBD F EE CoMPM.TEt7 C0f4 TROL DA A "g

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Moist
ens.

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r. w s 122 0 C)7. I toz.1 E N 7700 570.<)

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q u ty Assurance INSPECTI0f G 4D TESTIfiG 0F 9.513 0 .s Procedure SHORE BARRIER CONSTRUCTI0ft EXillBIT 9.513.3 METHOD UF TEST TROXLER "iS' Probe Moist. Moist. Pergent Percent Dens. Wet Ury Dry Density 1 Elev. Count Moist. Mois t:. \\np.ocation & Remarks Count Dens. Dens. Dens. Depth Count pcf Count Rat o Troxler Cont.Ck Ratio pcf Troxler Cont. ,.p, Comp 2Z7 groO75' E 5960 5/o75 6" Iteo .852. 23 63 19.4 418 2.5o3 12s.4 ios.4pc f ;os7,niqq 226 NMZ5 E59eo 119 6 864 24.c0 20.0 422. 2.52.7 )z.4 9 1o2.5 1057 o.t wl 2t9 N /A SC) E_S96o 1320 953 26.08 24.4 446 Z.(o7l 121.8 96.5 45'o erm 101 4 zfo N M60 e6934 569 0 17.2 0 -886 74.lo9 21.5 44I-2.(o41 1rZ.4 99.3 fo4.z iza 95 3 Z31 g(A00 e6934 569.o 124 l 266 26.o3 21.4 423 Z533 11 4.4 Iot.b io4.z as 949 h og ??? C 4 ?? CG M m rem o V1 m CS U N PROJECT i eRMs ll $HoeE 1%v2teR. CONTROL DA1A W Proctor Curve fio. W Approxiamate Contractor NollAWAT o Grid Line Source of Material 09 6ITE Optimum moisture 4 ~ g4 Acceptable Moisture Type of Material CL Content Range E Weather ( Temp. COOL 6MoWEE6 j g Maximum Density pcf Elev. N Inspector '6. C. ' Da tero-ll-8c>'" TROXLER l10.;z.339 O o o o g g g a o o STAffARD COUfli 8 Checked By d

Da telD-ll-BD Density Moisture Time W

W W W W W W W W W l(d7 43Sd 8 dOAl" 50

,r- - .K Tee H vnber Rev. roject INSPEpTION NTIESTING OF 9.513 0 "U U U SHORE BARRIER CONSTRUCTION p gc ue EXillBIT 9.513.3 METHOD 0F T' ST TROXLER c i M ist. Percent Percent Dens. Wet Dy Dry Probe Moist

Moist
Density Count Dens.

Dens. Dens. 4 ocation & Remarks Elev. Count Moist. Moist. L Depth Count pcf Count Troxler Cont.Ck Ra tio pcf Troxler Cont..$, Comp b t. Ra tio 2 Al6925 EL53!oo 5 69.o 07 lib 7 837 2s 12. isc7 4iz. 2.4ez izs.9 ro4.4pcf 1051 Ji97.8 @ _hlfc676 & 5960 569.o i174 042 2S.28 19.0 4f6 ~ 2.606 12 5.4 103.7 ickamza 97.2 L4& 900 e3934 570.2. 12.39 809 24.81 20.6 406 2.446 126.6 10 3.4 lo u as 99.Z QuB75 5 70.2. I204 .1364 24. cc 2o. 2 426 7.h iZ4.0 toi.9 104.z its 47.s % rd fo9 50 670.2 IZOG 265 Z4.o3 19.o 386 2.3Z5 129 5 107.1 i s.7 onA 10 2-3 L7 MtoOZ5 E_5le,o 571. + 1233 .e>73 24.Ze 20.6 426 2.660 123.9 lobz toa.z as 97.1 ff_fof ] 5 ELSA 5 0 571.2 IZ38 876 24.37 fl.O 43o 2.e90 123.5 100 7 to4.2 rts 95.9 8 N (o9 Z_5 s_2L2 1307 925 26.97 22.1 414 2.494 125.4-101.o lo4.g as 96.9 6 14 6950 5 7 1. 2. l 1258 990 24e4 20.6 4oro 2.446 126.7 103.5 lo4.z ize 99.3 l l lI 5 4' d I PROJECTJJRMI ll @m NElE R. ? l C0t1 TROL DATA Contractor bllAWAY [ oc tor Curve fio._ C Approxiamate a Grid Line Source of Material OJ _ 61TE- { otimum moisture ceptable Moisture Type of Material C.L Content Range E Weather ( Temp.o\\lEEGST COLD gximumDensity pcf Elev. N Inspector M ' DatelO-IS-BS.- f0XLER No._g.33_9 O o o e o e o o a o [ STANDARD COUflI g g g 8 8 Checked By N M [ 4.J IDate 10-l3-Ao ! fnsi ty Moisture Time w w w w w w w w w w (Tpj(i 12g 4 7:00 AM SI ba de 960% 07:4'5

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y () Project INSPECTION AND TESTING 0F 9.513 0 Oua S ~ Sl!0RE BARRIER CONSTRUCTI0ft p,gc ue EXHIBIT 9.513.3 METit0D OF TEST TR0XLER M ist. Percent Percent ens. Wet Ug Dy Probe Moist

Mois t
lg..ocationt. Remarks l

Elev. Count Moist. Mois t; Densi ty Count Dens. Dens. Dens. Depth Count pcf Count Ratio Troxler Con t'. Ck Ra ti.o pcf Troxler Cont.8/- Comp E67 M6025 & 5936 57 8.0 (o# 1305 934 26.26 22.2 400 2.410 127 4 1o2 7pcf 104.z rz a q s.t, kE8>J E075 II60 .B % Z 309 $8 T 38l 2.Z95 l30. I 106 6 10 6.7 ma ini.e fi RG9 NG915 25-1 tztB 672 24.25 19.7 4oD 2.410 127 4 104 0 ro 4.2 as loo.e ho Nt475 M 1Z23 675 Z4.34 IB.to %O Z.169 133.1 ilo.4 sc4.:7 su is.s %71 M7DZS @3 _12.7 8 916 25.6G fl.A 411 z.47(o IZr o 101.9 134 2 ite 97.8 o 17 2 N7075 m 129Z 925 26.97 22.5 42o 253o 124.0 100 4 9c.4 $73 N712.5 - _ $P i19 4 92/o ZG.co 21.9 402. 2.422 iz7. I lo'2 7 99.6 !74 N7175 H 117D 909 25.47 21.0 S9(o 2.396 iz6.o 104.l 99.9 17 5 N~1225 l354 .%9 27Al % "IES" 404 f.434 12/o.9 101.I $'Y. 57 6 N727 5 E s l'17/o 915 2 5.00 21.0 39 0 2.349 120.9 104.9 ico.7 !77 N1325-5t@ 1277 314 zS.GZ 21.1 39 2. 2.361 128.(, lo4.(, 10 0.4 &78M737L M 1300 9 31 ZG.20 22.I 399 2A04 127.s in2.9 98.e L79 M7415 12Olo .921 25.04 21. + 3?4 2 S 73 128 3 10 4.I 99.9 a E80 NT475 1222 875 z434 20.2. 41 Z. 74BZ 12 s.9 103.2. 99.o 3 ' 01 N7525 IZG8 9o8 26.44 21 7 410 2.sie 12 5. 0 101.2 97.i 5 2

UIA.b d /M dtUI.[

PROJECT FEEMI I '.MC G EAdO CE. ? Proctor rve fo. ,g. Approxiamate Contractor llDNAWAY y Optimum moisture urce of Matedal d ME n F Acceptable Moisture Type of Material CL E Conter t Range E Weather ( Temp.WNNY, COLD laximum Density pcf Elev. N Inspector 7fdART&E '. DatelO[ZB[k STAT DARD COUtir Checked By MtelO[Z9[8{ 2 ens i ty Moisture Time w w w w w w w w w w ~ 'I jr th I397 7:cong o 57, ,, s am wwwn

qT] rm i number n.v. 7 'd Proj.ect ~ s O INSPECT 10t:7ND TESTING OF 9.513 0 SHORE BARRIER C0tlSTRUCTI0tl Proc Ue EXillBIT 9.513.3 ~ METHOD OF TEST TROXLER Ey Ory M ist. Percent Percent Dens. M Probe Mois t

Mois t*

jg cation & Remarks Lo Elev. Count Moist. Mois t-Density Count Dens. Dens. Dens. Depth Count pcf Count Ra tio Troxler Cont'.Ck Ratio pcf Troxler Cont. M Comp 28Z. N7575' e 6935 673 o C 1274 912.

25. 5(, 21 3 4 01 2.4l6 127.3 io3 3pcf 104 7 izei49.1 20 3 Al7625 17 61 917 26.72 Z12 39Z 2.%l 128 5 104.4 ico2.

284 M 7675 1309 .%7 Z(o 57 22.5

40c, 2.44G l 2 (o.6 ici.m 97.7

~ 'j I PROJECT FERMI ll 9DEE-EA&JER C0rlTROL DATA Proctor Curve No. Approxiamate Contractor NolkAWAT i Grid Line Optimum moisture Source of Material Ord 6tTE E g \\ t Acceptable Moisture N Type of Material CL Content Range E Weather ( Temp. ANNY COLD j flaximum Density pcf Elev. N InspectorI2i>CAET. EE ' Datelo//p,/N TR0XLER No. e o o o g g g g ~ d o o STANDARD COUNT

8 Checked By

Date IdL4/At Densi ty Moisture Time W

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Moist
Pergent Percent cens.

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flois t
Pt. Tent Percent ens.

Wet Dry Dry Densi ty Location & Remarks Elev. Count Mois t. Mo i s t,' Count Dens. Dens. Dens lg Depth Count pcf Count Ratio Troxler Cont.Ck Ra ti.o pcf Troxler Cont g. Comp hl70E0 E5935 s74.o V 117 6 846 23 38 10/3 367 2.331 rz9.3 to7 5Pcf is,1o7zm 100.7 So1 kl7L25 E s945 573.o 135Z 973 27.5 0 Z4.1 "5E77 410 Z47o 12 6.1 100.2. 9Eo o9m ios.(, 308 N73oo E 5935' 575.o ll74 846 23.38 60 404-f434 12(o.9 105.1 tor,7 enA 90s I ksz' 336 Zo24 136.9 11 4.9 io77 38 N7500 E 59 35 57s.o llB4 662 23 5s 3 Slo N77CO s 7s.c lZl5 874 24.31 19 5 39 0 2.35o IZO. B loto.1 99.4 311 N7400 576.o lZo7 .p/A 24.12. t9 7 i40 4 2.4s4 126 9 1o4.4 no4.z iz8 icaz 311 N72OO 576.o 1216 .87 5 24 34 ZO.3 4 16 2.sa, -125.3 loZ.6 sol.t rze 98.5. $l3 Al7oOO 57fo. o 1Z% 676 24.So )g.6 308 z.g37 129. Z Icy,.3 pt,.7 and 99. f, sN N%oO 576mo 1220 672 14.2 6 19.5 394 2S73 12 6. 3 los.to 104 2 128 iot.s 315 M7 Boo s76.o 1Z36 .e74 r4.31 Iq d .385

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w w w w w w w. W 8 _lMo l'2A D ~7:00 fj m idol 17:'>n

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Percent Percent Dens.

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b '(,@7[ PROJECT FeRW ll 500Ee WEEiEE. El F I C0f11ROL UAIA 'octor Curve No..T-Approx 1a Contractor b[lAWAY I Grid Line Source of Material CA) 6fTG U ceptable Moisture h Type of Material (*.L Content Range E Weather ( Temp. CleAE.. col) 'ximum Density pcf Elev. i \\ l0XLERNo. Inspector r{ ' Datell[1!86

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O o o g g g j o o o l SIAf10ARD COUNI k Checked By-eP1

Date t

Ensity Moisture Time H w w w w w w w. W .l(oio 14 o 0 730 AM f3

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Moist
Densi ty Count Dens.

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PATE //- 3' A C T DANIEL INTERNATIONAL FERMI II NUCLEAR PROJECT Micaownve Mot 5 TOR.E F E. A pt965 ,s. lab f i i. $)9600 .3 e .{g yog 3.... a-..... .s_. I$..&...;.- :- t =. -. - Q....- . TAU h . h- $ ~Q ~ s.. - .m.

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nsity oisture Time I'

LWo l'A 2. 1:00 nn 67 l O

l PATE _Il-4-9 ~ DANIEL INTERNATIONAL. .m (i \\ \\ FERMI II NUCLEAR PROJECT G Miceowp.Ve Mo6TOtt.E FEApit45 / LAbp w- .t s 339 34O ,2jj 342 33.. 1 r Y*' 3

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Moist
hocation & Remarks Density Count Dens.

Dens.

Dens Elev.

Count Moist. Mo i s t', Depth Count pcf Count Ratio Troxler Con t'. Ck Ra ti.o pcf Troxler Cont.I Comp <j3 .} 'N 7000 85916 582.0 lo" 12OG .BGB 24.12 19 5 398 2.59 0 Iz7.s ios.'socf ioc even 98.7 N7200 1I M 82.4 22.72. %s 374 7.265 130 9 to9 8 soz.9 1 tJ74oo 1204 8Mo 24.oc 19.1 389 2.343 12.9 o los.s 99.18

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,Q 3230 0.Uo N* ~ Ol<TE g->4.go i .Er.54/I- APPENDIX C. i[ APPRWAL 70 P ,,LACC lMI N 5ld I YES X N o f oe,.) {c o, ~) m,- g,fl. # 1 I prAL M2. COUfJp5 04 6A06E TI ME.m.; Q,g/e,A '. Guge tad,'n / P.5 C u- ^ olJ/ 009

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Of 2 (f') EXHIBIT 9.513.5 UNC0iiFli1ED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 u Test Location Date 7 c2 */- 6 0 Total Grid Line N 6860 Compressive Strength /930 p.s.f @20% / Grid Line E 59s? Approved to pl ce fill Yes: Jio:/. 3 Elevation _ w6 n ' / Sample No. "O')6 fu J f Equip. S/N DELUC-01 Inspector 5 alt n1 Pe c-bCIL) d Area Check Sketch of Sample YN8 o L(in ofibs) 1 BY Ao oc Description of .o14 F6 .cy f /. V // /.'7 D" failure: .oso G.O .o I /. u d 310 l M ~7. G _o Q /.'/f* RI i S O C., IO od .n f M9 (,. 9 o ~ -iG6 \\ ~2. 5 M J.5 /

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- 1 T$e Pro'ect NumDer hev. INSPECTION AND TESTING OF 9.513 0 i Ou lity Assurance 'd Procedure SitoRE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: Date: Elevation of Sampling: A.S.T.M. D 1587-74 Sample lab number o 74 Depth of sample o.f (ft) % Recovery f[b Method of advancing sampler Constant force M 3 (circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 6 Thickness of soil layer 4W ^ ^ NM /IM S i v i i Despription of soil AsA/- SA29 C/.w w//d S///_c Depth of water to surface / (ft) e, CALCULATIONS FOR % M0ISTURE 1 Can No. 2 Wt. Wet Samplemd Can (gm.) 4_g, p 3 Wt. Dry Sample and Can (gm) gg, g 4 Wt. Water (gm) (2)-(3) 30 3 5 Wt. Can (gm) 6 Wt. Dry Sample (3)-(5) j 7 Moisture Content % (4)-(6)x100 & g. 6 Technician (s'gnature) Date Computed by: Date: ' Checked by: Date: Scale S/N A.f u ?%2C-ed M. w 9-) 9L //$/Ak T3B - > J />,.a /c a., jp / u&ncaerhbls @ ' '

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e ,g Project INSPECTION AND TESTING OF 9 513 O b. ualit ssurance m./ S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: Date: 9 A7 TO Elevation of Sampling: A.S.T.M. D 1587-74 Sample lab number CQh Depth of sample 6, 5 ~ (ft) % Recovery [O Method of advancing sampler Constant force Th (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 7 gy Thickness of soil layer Despription of soil Depth of water to surface (ft) CALCULATIONS FOR % MOISTURE M3' 1 Can No. O _g 2 Wt. Wet Sample aid Can (gm. ) g,f 3 Wt. Dry Sample and Can (gm) jy,3 l 4 Wt. Water (gm) (2)-(3) yf, y 5 Wt. s nn (gm) g,g 6 Wt. Dry Sample (3)-(5) f 7, j 7 Moisture Content % (4)-(6)x100 2 7, fp[ ~ Technicia (si nature) Date Computed by: Date: Checked bv-Date: Scale S/ I of & f-Qti.40 m. LA). $~2-2'i'fo 9 -c M ~ W TS S') \\. eo ~

M uw u ty Assuranca INSPECTION AND TESTING 0F 9.51 3 0 SHORE BARRIER C0tJSTRUCTION P ge l. Prcwedure I of 2 r] EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 ~ i L./ Test Location Date 9-29-90 Total Grid Line N ~7 3 70 Compressive strength c9131 p,. s. f. 020% / Grid Line EE9vf Approved to place fill Yes: fNo: Elevation % 7. o Sample No. Jol ,q p,p.Jg Equip. S/N DELUC-01 iniipector ~ Sketch of Sarnle a d Area Check L(in, hofibs) 1 By Description of Ao ec .OAo X~ .o09 / v +' L;NB-3.47 D failure: .670 10 .c 33 J. +'/s tr BC . /67 >f .nn to /. < I 2A3 . 3% D.o n9 9 J. T 1 12sB ~ i .R2 f 2f .s of / *13 / M 41 Lh { .620 2 *?. K 22 7 /. 85 i 4. Ab 74/A MA o*'d ok: m.Rn o In. A kj

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l f, ,J Project INSPECTION AND TESTING OF 9.513 0 S110RE BARRIER CONSTRUCTION _/ ~ P 0C Ue Exhibit 9.513.5 BORING LOG Location of Sampling: N1320 659 Date: 9 U- # Elevation of Sampling: 569 A.S.T.P. D 1587-74 Sample lab number 1 01 Depth of sample S" (ft) % Recovery O Method of advancing sampler Constant force / Tai 3idC ircle one) ws Type 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 b/A 7 m' Despription of soil san / dh n, /ccCh d # h.Sansn/e Depth of water to surface /s/ /// (ft) J CALCULATIONS FOR % MOISTURE 1 Can No. p _g 2 Wt. Wet Sample md Can (gm. ) gy, g 3 Wt. Dry Sample and Can (rm) ggg 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) {g 6 Wt. Dry Sample (3)-(5) 9 7 Moisture Content % (4)-(6)x100 f l Technician (sianature) Date Computed by: Date: Checked by: Date: Scale S/N 9 -2 &-80 $ g 3 rfo /)4f 9 - Jo-b TBB-/ M

Ptoject 'm Cuali-rAssuranen ItiSPECTION AtiD TESTING 0F 9.513 0 Proce' dure SHORE BARRIER CONSTRUCTION .4 I of 2 gS EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 e ) Test Location Date /o/2_/ao Total Grid Line N 74270 Compressive' Strength R /(o O p.s.f. 0207. / Grid Line E sWS-Approved to place fill Yes: - No: Elevation 54,7, MgMhu Sample No. l l t, ' Equip. S/N DELUC-01 Inspector Sketch of Samole o d Area Check L (i n,, hoflbs) 1 By Description of Ao oc . cW I Ed .o/V /. v.r f.vf D' failure: .rA s a.o . o 3.t /. W 6.7 (o p- .un e ><o .005 'i.53 't. f o T . %Yr e2n. O .// o

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Project INSPECTION AND TESTING OF 9 13 0 .. 'Oualit SSurarlCO g S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG l.ocation of Samplingrt/7 6 70 E69** Date: /C A [0 Elevation of Sampling: 647 ' A.S.T.M. D 1587-74 Sample lab number ///, Depth of sample 05 (ft) % Recovery /78 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 _?1.7 lbs. 2.83 ft. Number of blows per 6" of dro, 5 p Thickness of soil layer 5 b" Despription of soil .9 Rh 9[A ~ c /e, \\j s Depth of water to surface M/A (ft) -th / CALCULATIONS FOR % M0ISTURE 1 Can No. d-6 2 Wt. Wet Sample md Can (gm. ) g 3 Wt. Dry Sample and Can (gm)

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I24 twM2f A3v. Project INSPECTION AND TESTING OF 9.513 0

Qualitf Assuiance SHORE BARRIER CONSTRUCTION

2' Procedure i e 2 ( ) EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 9/A;?W!do Total / Test Location Date Grid Line N 6'i(,( / Compressiv'e Str6ngth JR/M (a p.s.f. 020% Grid Line ,E sq M Approved to place fill Yes g No: Elevation Azaf -j Sampie No. a 7 e/ /[ Mt# m' Equip. S/N DELUC-D1 Inspector p Lc u yg g a d Area Check l Sketch of Sample L(in: hoflbs) 1 e_ BS Description of Ae c .on 4 Z.5 . oo / /WM Mar D" failure: mot 4' S. rs . o o f" /. W F.fF .c z, T.S .co 9 /. '/ Y L2 ,M t 16 a . O / '/ /. llf 6.9 ~~ t .e LS n1.5 ,0 2 A /. 96 f (o .o*\\ h t s. rs .c3/ /. 4[ /o. ) L T L .I i .o a5

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1 D If w l \\ ,j, /11 p yt / g .5 .g. 0 06 ~ -3 -1 rs ['o- (il 6 L=L -L A= Aoj/ / - E o) W T L Compressive ('~ 'y g,g,(T strength = max. +J4 L A = ?rR' (of specimen) 3 g 1 d at 20% de-er =P/A formation x 144 which ever oc-Y ) P=given applied load curs first. \\ ~ sw x .n

I44 Numoef Rev... Project INSPECTION A.<D TESTING OF 9.513 0 S110RE BARRIER CONSTRUCTION ~ Proc ue Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N 6 ot (o ( E 5 7'h Date:9/2.4/hO Elevation of Sampling:.SG.,:P ' A.S.T.M. D 1587-74 Sample lab number d7 / / Depth of sample a S (ft) % Recovery f 07, 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 drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 6 Thickness of soil layer NfA I,, > - ' Despription of soil Aoy sierv e i A9 Depth of water to surface to,/ A (ft) Fg ', CALCULATIONS FOR % MOISTURE 1 Can No. ( L/ 2 Wt. Wet Sample aid Can (gm.) j@,p 3 Wt. Dry Sample and Can (gm) fj9,g 4 Wt. Water (gm) (2)-(3) j,._ j 5 Wt. Can (gm) 4,f 6 Wt. Dry Sample (3)-(5) jj y g 7 Moisture Content % (4)-(6)x100 cP- ,7 Technician (signature, [so w: Computed by: Date: Checked by: Date: Scale S/f4 9 M.s-S o 8 sf,?. 7-w YEA-J .An h h/uureep yf e, N5s ele. Ke/as ! S 55 5t:y .T e e 7"e s l #083 l

...I4 t . e.?'sti ~ g g. Prog, ct Oua INSPECTION AND TE.STItlG 0F 9.513 0 SHORE BARRIER CONSTRUCT ON "'9' pg u I of 2 D.HIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 ,'b Test Location Date lo /, /m Total /j Grid Line N74om Compres sive 'Streng th

t.2. S t p.s.f.

@20% Grid Line Ec & Approved to place fill Yes:/No: Elevation ge r ' # 8 Sample No. /// Q f. A e t,._ ' Equip. S/N DELUC-01 Inspector d Area Check Sketch of Sample n L (i n,, hoflbs) E-As ce By Description of ,oss-6.o ,ots 146 s,e D" failure: .oP4 ic,o .oze iAr ca.so a 4 9. i5.n .o 4c4 e 50 lo cc AS 'i Zo.o ,eAG 1,66 i 2., e 2 l MS zzs .ii s t. G z. i, u s AST 175.6 1 s 2. \\ s ic 4 iA M L L \\ I T g .R f

21. #

.1 Aq teI6 15.C3 8 to + Fa.._ ,. md p t.s) LT '5 inA Ao IA3in. 2 is.~ Ap / ,S#' 1, y;; '3. _ h o .6%.' l XM p yy / XhV no M9 .MW D. ~ gys s%# m-t I a.e I s.t#- I l-c 1, c- 'E 9 l I O

l A

.u. I l i I l

y A L=L -L A= Ao/ '- E T

F-AL Compressive ("? " - 6

YlT strength = max.

6 U A =?rR2 (of specimen) l o load at 20% de-(y =P/A formation x 144 '~ h h ve oc-P=given applied load i.o o .05 .10 .15 .20 m .25 .30 .35 a

t g. Project INSPECTION AND TESTING OF n'513 0 / r0 Ue SHORE BARRIER CONSTRUCTION ~ Exhibit 9.513.5 Page 2 of 2 ~ BORING LOG Location of Sampling: N74oc g { Date: t 6fi[go Elevation of Sampling: 56 7 ' ; ' A.S.T.M. 0 1587-74 Sample lab number /// Depth of sample A'S (ft) % Recovery 66 Ye Method of at <ancing 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 7 Thickness of soil layer NfA C)Despriptionofsoil (3 r_ W /b l a c Ufsome h to u. u I Depth of water to surface n 4 (ft) -74 CALCULATIONS FOR % MOISTURE 1 Can No. G-3 2 Wt. Wet Sample and Can (gm.) g; 3 Wt. Dry Sample and Can (gm) i 4 Wt. Water (gm) (2)-(3) y, g 5' Wt. Can (gm) g,, g 6 Wt. Dry Sample (3)-(5) Ajg 7 Moisture Content % (4)-(6)x100 / gg3 Technician ig ture) Date Computed by: Date: Checked b Date: Scale S/N /-) -40 g Jrl -30_, - _/ 16'2 4 b i

r<e se.w r,n Moject Quality Assurgnca INSPECTION AND TESTING OF 9.513 0 SHORE BARRIER CONSTRUCTION .i..,a,n. focedure i e 2 (/"" EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 \\ 9bt/!BC Test Location Date Total V Grid Line N to.QS Compress'ive Ytrength 22 h_.A p.s.f. 020% Grid Line E. s e tf Approved to place fill (YesM..NOV Elevation e;cS_ u-Sample No. 676 Og/Iwcm Equip. S/N DELUC-01 Inspector ASS AS pg D('JJ */$bb. d Area Check Sketch of Sample a 'oflbs) 5-J 4d ec By Description of L(in: p .e it z.S ,oo9 1,44 t.r ?" failure: .e t 4 .S. o ,e o 6 t 44 3,5 .o 2. a r.s .609 i,44 5.I ,6 s t in.n .ot 1A4 6.9 .n s o 12,5 . a 2. 1,4G A.6 ,1 9.$ (1 3 ,hG l,$L 1\\,$ l [ y ,24 4 2e.n .A6 1, SS 12.M ,xig 22.5 ,it i,G I 14,0 .4ts 2S.0 .i4 1.66 iS,l ~ l 1 MK4 t 'T. S ,1A 1iI4 16.6 /. so.o Fcit . /, tL- '97 A W in2. LT L in. 0 1 i 15 J. ,.x) j ,/ w%\\ P p%%% \\%L ' / A Mi>~ l g; %M'R \\14 s / _chW j\\$,Re P g3%y Q,Mw t , c.o j y =a.. I, f 3'l a.s ,5 / e /, m 4~= j ~~ ...- 3 l 6 L=L -L A= Ao/ I-E T L y 6 "k/lT strength = max. Compressive i ./~h ! A/ total load or ~"b A =?rR2 (ofspecimen) g load at 20% de-e =P/A formation x 144 2.s - which ever oc-1 P=given applied load curs first. v,u i t td 6 JJdt JJA jd M M M M

v [ Project 1NSPECTION AND TESTINC OF D13 5 (..' Ouality Assurance b' Procedure S11 ORE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: t{6995 Date: 9[24/60 Elevation of Sampling: S6# A.S.T.M. D 1587-74 Sample lab number Ob Depth of sample o.S (ft) % Recovery ieys % 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 a Thickness of sc : layer N,/ A b:z ' Despription of soil 6c+y; s,_Ty

c. l A v Depth of water to surface N,/ A (ft)

Fig. CALCULATIONS FOR % MOISTURE 4 1 YanNo. g,5 2 Wt. Wet Sample aid Can (gm.) 60 3 _ 3 Wt. Dry Sample and Can (gm) y 4 Wt. Water (gm) (2)-(3) gp 5 Wt. Can (gm) g,p 6 Wt. Dry Sample (3)-(5) jjg g 7 Moisture Content % (4)-(6)x100 / g Technician (si ature) Date Compied by-Date: Checked by: Date: Scale S/N /W Ws -b>/ 9-23-4s & l'Y YSA ~ J J u u n u -, m e a, s.. m a w w " dOf b

I44 'd h ' Project INSPECTION AND TESTING 0F 9.513 0 .Juality Assurance SHORE BARRIER CONSTRUCTION "'8'

roceo,ure i

of 2 k EXHIBIT 9.513.5 UNC0r4 Fit'ED COMPRESSIVE STRE!1GTH TEST RESULTS ASTM D2166-66 Total Test Location Date /o // /pn Grid Line N T.5 e, n Compressive Strength _d 38h p.s.f. 0207. v Approved to plac fill Yes: y lio: Grid Line E A-r'r" Elevation Sample No. //a M w Equip. S/N DELUC-01 I ns'pe'c to'r ~ Sketch of Sample

o.,

od Area Check L(in, 'pflbs) 1 BY Description of Ao Oc D" ,o z t S.o .m7

f. 4'r 2W failure:

, h c. A in > O .cQ S 1.46 }W ~ ~ nt A P ts.6 . O'f9

1. M D

)D &D ~ .z,e zo.n .s 9o

i. c 13 W nMD 2 ?.. *T 111 J.60 13 t*

i A an 2 S. 0 .I W 1.67 'MQ 7 L-L T g . s t~t 7t S .s 0b I. i 4 i[Bo e?1I L Gi //, D , c-s A 30.O s .f~%, I I U LT in. A0 in. 2 I o 9 liW FW w l j _ [ Ag / ?S% / A%i l r% ./ ns -^ QS? qq u ,f b' t y{ ,W l r .E 59 f c m .E L ,o /' i / l I i "3 o L=L -L A= A / f- / T L (O oP 1 E=A /L Compressive L T strength = max. total load or f A = vR' (of specimen / s g load at 20% de- / 6 =P/A formation x 144 c which ever oc-c l P=given applied load curs first. I 7E e na n- ^^

=- - - - .- _ s._.,-- y ---.. s=- res: sw,. y s. .a 'g Project INSPECTION AND TESTING OF 9713 0 S!! ORE BARRIER CONSTRUCTION P OC Ue Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N7560 E {, Date: fo /s /go Elevation of Sampling: 567'l A.S.T.M. D 1587-74 Sample lab number //Z Depth of sample n, $~ (ft) % Recovery SS% 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 C3 Thickness of soil layer N/A L.) ~ Despription of soil 6c4r htot af ennen w hcem a Depth of water to surface N /A (ft) a Tf CALCULATIONS FOR % MOISTURE g 1 Can No. g_q 2 Wt. Wet Sample md Can (gm.) jgjg 3 Wt. Dry Sample and Can (gm) , g,g 4 Wt. Water (gm) (2)-(3) g 5 Wt. Can (gm). 4,t 6 Wt. Dry Sample (3)-(5) jjg g p 7 Moisture Content % (4)-(6)x100 ej r Technician igna ure) Date Computed by: Date: Checked by: Date: Scale S/H /Cr;9 -(~-) I O o ~I u Je~c2 ~&J J/' ~o2 4Jd. ~

m, ww s, Project O->ality Assuranc3 INSPECTION AND TESTING 0F 9.513 0 i.' Procedure SHORE M RRIER CONSTRUCTION "*S' I of 2 fD EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 %) Test Location Date 9-29, gg Total '/ Grid Line N 7AIO Compressive Strength 2 4f$3 ,p.s.f. ($20% Grid Line E i y 4_5 Approved to place fill Yes: g No: cc Elevation M,9.o / Sample No. _gy:/9 [h Equip. S/N DELUC-01 Insaector Sketch of Samole Lfin: hffbs) 1 [o"# Ch k ec Description of 00'I E .002 / /,c3 3.50 / o,, faiiure: .027 JO .0/2 f, ygt g, c79.- .088 /5 .029 / 4 9/ /0,20 / BB .? O .056 /.$/' /3.28Y ~ .298 25 .099 /. 59' /K.7D ' }. .31/ .? ?. E .1 gov /.to 4 ' M 774 i ~ . S.3/ 30 .M7- /. !Mr17'2 & & .763 3 2, 5~.D44'/. 9 W/6.92 In.'! FAIL. 40 ,_b LT _ in. Ao[b 2-in i .i 1 i l -n

u. eit; \\b\\g e

--l ,, cW.,s :;, w Mi%.y p 20- _ deny,[\\NVL U Y\\WK W " Q f 2, i, ? -A .5 I E4 i l -3 6 L=L 'b A* A /'- E C T l g Compressive E = A /L g T strength = max. "~' -(e. total load or A = 7/R' (of specimen) o i'

e g

1 ad at 20% de-i U =P/A formation x 144 i c which ever oc-I P=given applied load f --t curs first. ( I sta w we w ' w ovo m ~

i [ '! Project INSPECTION AND TESTINC OF 9713 ~ 0 Quality Assurance s' > Procedure S11 ORE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG 7[/i Location of Sampling: 11/ 7 8 8 # d 5 9 Date: Elevation of Sampling: M7 A.S.T.M. 0 1587-74 Sample lab number og C? Depth of sample (ft) % Recovery 40 Method of advancing sampler' Constant force circle one) \\" Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/N DES pH02 liammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop A p Thickness of soil layer N/A Despription of soil com o/ sri c/.4< ~ / / Depth of water to surface &/4 (ft) M[ CALCULATIONS FOR % M0ISTURE 1 Can No. g7 2 Wt. Wet Samplemd Can (gm.) j g, 7 3 Wt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) (2)-(3) gg l 5 Wt. Can (gm) bO _ 6 Wt. Dry Sami12 (3)-(5) jjy j 7 Moisture C'.' tent % (4)-(6)x100 gg. Technicien (signature) Date Computed b : Date: Cnecked by: Date: Scale S/N t. 9-3s*b 8> _ 9-30 'lc /}2 W 9-26-Bo V3 B-1 /

= Project -' Ouality Assuranc3 INSPECTION AND TESTIfiG OF 9.513 0 ~ Procedure 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 v Grid Line N 73 4 o Compressive ' Strength c7 s J J o.s.f. @20% Grid Line E1 Approved to p1 ce ill Yes: g No: Elevation so r ' i" Sample No. //O ' Equip. S/f4 DELUC-01 n pictdr ~'m Sketch of Sample n' Area Check L(in: hofdibs) 1 By Description of Ao oc D" .c 2 e 5.n .aB /. 2/4 1 +/ '7 failure: .aso so o /19

1. yf G.o o i l o d4 1<.O

.n3f /. # 6 /o l 4 , f BS 20,n .dA l*$b /1/ ir . I *A A 22.6 A79 /.YS MD ,n s zs.s .pf J. co n ir./. s e L y t, . tn e 2 K . n 33

1. taf

/A 6 9 l .610 3 Q 10 . I #)D /. 71 e '7 W (. ' C. sz,S Fa i u / k:N LT 3 in. Ao / M n2. L j l c i g /> foi JW WN / g \\ / ,J@6 ? / WEw l / %V / } 5' / AdiR ~ o l / { i l 9 l l f 1 J o / [, / i 4 f~ d L=L -L A" ^ / I' g T L ,o M Compressive 3 L; 6"AN L T strength = max. total load or A = 7R* (of specimen) o load at 20% de-f 5 c =P/A formation x 144 c g svh h ver oc-9 P=given applied load ~ nr in u an m e +w am =

. Pro'ect INSPECTION AND TESTING OF 975k3 0 ( ' Oualit ssurance SilORE BARRIER CONSTRUCTION Erhibit 9.513.5 Page 2 of 2 BORIflG LOG Location of Sampling: MT340 E 4. Date: so/slao Elcvation of Sampling: Sc, 7 ' ) # A.S.T.M. D 1587-74 Sample lab number //O Depth of sample oS (ft) % Recovery _ 6 D Te, Method of advancing sampler Constant force circle one) v Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/t1 DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop (o ,e Thickness of soil layer Nfa g.; Despription of soil m e,n u-o oeay ol 4o as b e e w,v Depth of water to surface N A (ft) "iT CALCULATIONS FOR % MOISTURE 3 1 Can No. g_7 2 Wt. Wet Sample md Can (gm. ) I jgp 3 Wt. Dry Sample and Can (gm) g g,9 4 Wt. Water (gm) (2)-(3) 34y 5 Wt. Can (gm) g,t 6 Wt. Dry Sample (3)-(5) gg 7 Moisture Content % (4)-(6)x100 / g, g-Technician (sic ture) Date l Computed by-Date: Checked by: Date: Scale S/N . s / O,-1 --th o h , s )n2 -1(o hn h & 'A M E ~l ~

lhuNty Ass ue

.. w INSPECTION AND TESTIt!G OF 9.513 o

uranco Precedufe SHORE BARRIER CONSTRUCTION Page I of 2 fl EXH13IT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166 66 V Test Location Date w /2./go Total Grid Line N 77f6 Compressive strength z r5 o f.s.f. p 020% Grid Line E S'l 95 Approved to place fill Yes: - No: Elevation it,7 Sample No, t, a fa,y g,, u. ' Equip. S/N DELUC-01 Inspector Sketch of Samole O Area Check L(in ofdibs) 1 By Description of Ao ec .c t o -E'O ,oe s L43/ 3,5c/ failure: D" elf IO_o .nnA

i. 4 q / (3. 9 9 '

,ot s' / r. o . e xx .. 4 ce ' io zv ..si .40.o ,644 n,Sa' is.n ,n

Nr 6Lf. O

, or I L<v is.e s [ +10tfi 3 0_O ,1 4 2 1, C. 7 -/ v 1, '% 1 .t w e 'M. o 21 6 1.Az' is.AV FA:t l l l 'i C i LT 3 in. Ao 1,494 i i _ M9 l @h l A MMW l --gy A M.. " &lW AW &M l nc NF l a,e w g . / I L nc 9- \\ Y t s.c-i- / I g37 s i i I o' i # n.c-d' 1 1 l l \\ l *t.cf / o L=L -L A= Ao/ '- E T L N Compressive 1 f o-4 E = A /L g T strength = max. ~ / . A = 7fR* (of specimen) ,s.o g 1 ad at 20" de-t, e =P/A formation x I44 h h ver oc-P given applied load 'h 1.0 + /sra sur mv - w se e e

.e. .** - % am e .g e I4 e Propet INSPECTION A!;D TESTIt;C OF 9.513 0 N;#T.ter i Rev ua ssorance g ue sitoRE BARRIER CONSTRUCTION Exhibit 9.513.5 i Page 2 of 2 BORIflG LOG Location of Sampling:N7 > 6-4 C.gf W Date: /o-d-fd Elevation of Sampling: 567 - A.S.T.M. 0 1587-74 Sample lab number //S Depth of senple o.5 (rt) Recovery 10 Method of advancing sampler Constant force -tfrh(circleone) Type and size of sampler _Shelby Tube 2" x 11.6" Sampler S/N DES PH02 Hammer weight ar.d drop 21.7 lbs. 2.83 ft. ?! umber of blows per 6" of drop 9 Thickness of soil layer M[A Despription of soil 6C/1 Pbf // c /,3 9 7 Depth of water to surface A)[A (ft) gg CALCULATIONS FOR % MOISTURE 1 Caa No. c.) 2 Wt. Wet Sample md Can (gm.) gy 3 Wt. Dry Sample and Can (gm) j j g,g 4 Wt. Water (gm) (2)-(3) y,g 5 Wt. Can (gm) g,9 6 Wt. Dry Sample (3)-(5) jjp,7 7 Moisture Content % (4)-(6)x100 / g g, g itchnician (signature) Date Computed by: Date: Checked by: Date: Scale S/N a JD-3-Je) /71. A is-2 % . f]4 -P /d Ao. TB B - ) e

._~ Project Ouality Assurance 11'ECTION AND TESTli;G OF 9.513 0 i Procedurd ' SHu/.E BARRIER CONSTRUCTION

aa I

of 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 @cm) Test Location Date 9 / s o /,q e, / Total 1 Grid Line N ~7 4 :t 5 Compressive Stiength T163 c s.f. 020% 3 Grid Line E d. Approved to ac fill Yes: g ho: Elevation S c. r ' j( # l" Sample No. se t /?'E c /_v ~ Equip. S/N DELUC-01 Insp~ector n d Area Check Sketch of Sample 'oflbs) 1 L(in; p By Ao cre Description of mos Mn .003 ' pl'b / 1607 D" mt9 .o.n .0\\D 1 49' tr M -' failure:

c- <

iS. o .02b \\ 4V 10.1 % .12 1 Io. o .rtu ' i 4 T-1'b.0 .2ix zS.o .clt' 1,W IL.U .283 2,.s .0 W T. 6% 19 41 1 4 r 2 a ni s e. e . t 'IN I FS I G > 4C ' f a tz s1.K .ts'P l.70/ IOUV (V %S.6 FatL S-., f (o3.) I LT in. A0 in. 2 I l l l 1 l 1 1 1 l l A A% NYY s %it ,A%: d(i@* ' 643 p. J

,N I

MW f r AM g: I E I l I i! 4 i V c J.; I!! / i If f I' l e s._ / t j s ,0,, 3l l -9 / I l' i i l l i l l l l 1 $3 d L=L -L

" ^ / #'

T L i[j, r g,g ft Compressive / L T strength = max. h I l 3 A = ?tR' (of specimen) g load at 20% de-O =P/A formation x 144 h h ve oc-P=given applied load o o05 m10 olm JEL aa Jls JW E as

\\' W

8.

T 4.e ( Project INSPECTION AND TESTING OF 9.513 0 Number Rev.. Qualit ssurance s s110nE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: 7 4 K. 6 Date: 9 /3c[go Elevation of Sampling: Sc, 7 ' S ' A.S.T.M. D 1587-74 Sample lab number /o/ Depth of sample es. 5 (ft) % Recovery T O Te, Method of advancing sampler Constant force Hammer (circle one) Type and size of sampler Shelbv Tube 2" x 11.'6" Sampier S/N DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 7 .r s. Thickness of soil layer N,I A k Despription of soil getenIorw[ heron InnrrLrn Depth of water to surface lA (ft) N Fg CALCULATIONS FOR % MOISTURE ,,/ 1 Can No. g_ f 4 2 Wt. Wet Sample aid Can (gm. ) 2.5 3 Wt. Dry Sample and Can (gm) gg,g 4 Wt. Water (gm) (2)-(3) j9, 7 5 Wt. Can (gm) 6.L 6 Wt. Dry Sample (3)-(5) g, g 7 Moisture Content % (4)-(6)x100 y fy l Technician (signature) Date Computed by: Da ce: Checked by: Date: Scale S/N i_ x>--) -k 8. - .Jr> ) M f it/; nyh rc / S B -> AL ~

m Id4 f.s?.Lef kew INSPECTION AND TESTING OF 9.51 3 0 Ou lity ssuranco Procedure SHORE BARRIER CONSTRUCTION Pige I of 2 (] EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Li i Test Location '"73,73 Date 7 /2 % 8O Total p/ Grid Line N M Compressive Strength A Bd 7 p.s.f. @20% Grid Line E < Ap '@ 3 'J Approved to lace fill Yes: g No: A3 n Elevation Sample No. ~ c 'i l Q_ Equip. S/N DELUC-01 Inspe6 tor Sketch of Sample n d Area Check L(in: hofibs) 1 to A ec By Description of . o z. 5 zM ,oc A 1.44z tsn ?" failure: .nx 9 S.o .o i s IA49 49 1 4 _o ts o T,6 .c10 1.460 T-4 0 l ___O .oAn to o .n z7 \\ A7o 98o \\/ Il ,t n4 i1.< 1e ss t. 4 E 2. i z.i s ,( .i46 i S. o ,e4 7 i. sc i 14 vi 1. t 'i 7 . It o 2.06 .o1 B t.538 1871 I h .Ans 25.o .1 n 3 i.594 2258 .415 % e.6 .14 5 i e73 zssa . S'14 35.o .\\ % 1.T83

raz, A 6.8 Fa i u (3

km./l.. LT 3 in. A0 L%n - 2 ~. 4hy s use e t\\ $ / 5 nt INT M, (shD / _~ @di m 4' 2 2.3e y W W s rR % / O 4 u i e gh\\W5Aaw U + l n gEA / I c m F \\ '"E / 3 l 0""* { 6 L=L -L A = A o/ I - E-T L l(M Compressive [" .,) T strength = max. l j l' F . A = ?rR' (of specimen) otal load or i j o load at 20% de-p l O =P/A formation x 144 c / which ever oc-P=given applied load curs first. J

1. V ere Jua m

Ph as Jue E a

3 9 T44 N#r. Der (sey. Project INSPECTION AND TESTING OF 9.513 0 snore BARRIER CONSTRUCTION Proc ue Exhibit 9.513.5 = Page 2 of 2 BORING LOG Location of Sampling: (D6/b '7 & Sy Vj Date: Elevation of Sampling: 566 A.S.T.M. D 1587-74 Sample lab number O7 l Depth of rmple o5 (ft) % Recovery TO Method of advancing sampler Constant force (circle one) Type and size of sampler Shelby Tube 2" x 11.G" 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 A -3 D ' Despription of soil 6ew c1w w/ 5 u T5 Depth of water to surface N A (ft) n CALCULATIONS FOR % MOISTURE y 1 Can No. c_q 2 Wt. Wet Sample aid Can (gm.) i33,3 3 Wt. Dry Sample and Can (gm) 4 Wt. Water (gm) (2)-(3) 7 5 Wt. Can (gm) 4,g 6 Wt. Dry Sample (3)-(5) jj gg 7 Moisture Content % (4)-(6)x100 g g y Technician ( 'ci ture) Date Computed by: Date: Chet ked by: Date: Scale S/N u$s ?-k-b f4 5%14-66 jV WW 1 l l %8

r-m- "a ' Project ' kQuality 4ssurapco INSPECTION AND TESTING 0F 9.51 3 0 '~lProcedure SHORE BTsRRIER CONSTRUCTION Pige f f of 2 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM 02166-66 \\d Test Location Date /o /7/no M al y Grid Line N6A45 Compressiv'e S'trength j k/3 p.s.f. (?20% Grid Line E 4 Approved to place fill Yes: V Wo: Elevation 5 c,6ft a

/p

- / Sample No. /t& /T61/ (9y' L/JA s- ' Equip. S/N DELUC-01 Inipector Sketch of Sample n Area Check L(in.hofdibs) 1 Ao c"c 07 Description of .oM S ,O// /. 4' 5' S.9f D" failure: A-R /0 .093 1. '/6-MS ,1I 3 /< 03 7 1, AIR JO:/W q , /3(s /4, f.095' /. Et7 U.1-7 ./90.A n p5T /. 5 A B,/l, ) k j ,19 B A2A . cW, /, 53 /U,7/ L , 9, % A< .079 f53 //s./3 . 3 Eib k9. 5.oMM J,5A [7Al ), .396 30 ./07 f. kO M 75 l . 378 X'52.5.131 / f~ 6~ /9.70 / . 5/5 M ,11A L -73 20.2? %" p LT 3 in. A0'ATin - 2 gC i i 4 25 ,, ~ n ,cnm of p' r \\;6 in f $iki FN 5..1'.M-11:(Uf' Mij1J U. uua e m ~2o - 3 - S u i f g

1 l

l l / \\ I r 1 c I I l a i i /C l i I 6 L=L -L A= Ao/ I-E T L Compressive 5 "AN Oy,., L T strength = max. total load or l A = TR* (of specimen) o lead at 20% de-l 9 I 8 O =P/A formation x 144 l c "hkh es oc-P=given applied load /- j u .25 .30 .35 ,40 o .05 .10 .15 .20 gg

..;3 ' Project INSPECTION AND TESTINC OF 97513 0 J Oproc ue SHORE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location cf Sampling: N foe 4 5 Date: / o /7/so Elevation of Sampling: A.S.T.M. D 1587-74 Sample lab number /kh Depth of sample n,s (ft) % Recovery r o 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 l bs. 2.83 ft. Number of blows _per 6" of drop G Thickness of soil layer

,/ 4

$n'$) Despription of soil tu,,,,m u r-r4 I /r, co / e co w.v Depth of water to surface W/4 (ft) frg,- CALCULATIONS FOR % MOISTURE 1 Can No. gy f 2 Wt. Wet Sampleand Can (gm.) 3 Wt. Dry Sample and Can (gm) g 4 Wt. Water (gm) ('Z)-(3 ) y,4 5 Wt. Can (gm) 4,g 6 Wt. Dry Sample (3)-(5) g j, o 7 Moisture Content % (4)-(6)n100 yy,y Technician (signature) Date Computed by: Date: Checked by: Date: Scale S/li i Y / 'Yf /tlNw /o/7/9s /0 /7f / d w so/'? O. b ~l / 't-t/ i I l 3

d=

=

Project Quality Acsuranca INSPECTION AND TESTING OF 9.513 0 ',[ Procedure SHORE BARRIER CONSTRUCTION Page 3 I or 2 ( ) EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 xy Test Location Date j e // / s;o Total Grid Line N r(o.4o Compressive' Strength G/YT p.s.f. 020% m-Grid Line E J Approved to place fill Yes:e/ No: Elevation Sc 7 ' i = ,j Sample No. //3 d/f// h// h Equip. S/N DELUC-01 Inspector d-Area Check Sketch of Sample L(in hU{dlbs) 1 Ao Oc By Descriotion of ,e n S.o .coe /. S V J./7 D failur'e: nO41 1Nrn .01O /YT

b. O

,M7 14.n . o '3 A r, V F /D /4/ , f G L< zo.O . o n' /, 3~/ /_T W ~ ,2.01 21M , o r. ? /, f3 / Y. 7 / 12 4 f. Z 6,o ,0 F 'l /.f0 /6 63 1 4 j 7 . s \\P 2p. <' . /0 0 /. (n D /7 7/ oM? %n.n .//9 /, (s 2 / S. 5A '~ , A Z. 7. N4nS ./V/ /. fs (s /9,SE AM A.n ./6 / /. ? O 20 59 ,STA a ,K 19 1 /. 71 21./9 d . {} l . t-s 8 A o.o .1 x o /, 73

21. %

t a s-l N..</ LT I#0 i n. A M3 in. 0 2 l f .W l 1 P m NW '%)

8

_(T94 &M ?' P &3 [ J@W 1 6 5%W 4 N# ,9 <fW $> %s G l 'l 8 t " l: .5 3 0

ir 4.L=L -l A= A o/ t - E_

y T t h E = A /L Compressive L T strength = max. total load or f A = vR' (of specimen) o load at 20% de-O =P/A formation x I44 c which ever oc-P=given applied load I curs first. 1 w sua sw eu we sw we

= j .t e Id4 NumDer Hev. - Project INSPECTION AND TESTING OF 9.513 0 S110RE BARRIER CONSTRUCTION P OC Ue Exhibit 9.513.5 Page 2 of 2 BORING' LOG Location of Sampling: N T G, 9 O E4 Date: 1 o / / /B a Elevation of Sampling: 5 4.7' 1" A.S.T.M. D 1587-74 Sample lab number //3 Depth of sample o,< (ft) % Recovery STL Method of advancing sampler Constant force Q (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 (n Thickness of soil layer N.f A 7 (:~ J Despription of soil r-e $ ? / 8 e e 9 % / ft F 4 R F h Depth of water to surface wfA (ft) 'r g CALCULATIONS FOR % MOISTURE 1 Can No. g_g 2 Wt. Wet Sample and Can (gm.) g 3 Wt. Dry Sample and Can (gm) gtj,[}- 4 Wt. Water (gm) (2)-(3) g 1 5 Wt. Can (gm) g,c 6 Wt. Dry Sample (3)-(5) jg 7 7 Moisture Content % (4)-(6)x100 v pg Technician si nature) Date Computed by: Date: Checked by:, Date: Scale S/N /6-o2 -Bo. $ Ju 2 Yo & S~} A /6%I-A0 f/f a s (Ofo

u. Project

.. a, m.,

INSPECTION AtiD TESTING OF 9.513 0 ua S SHORE BARRIER CONSTRUCTION Paa' g e I Of 2 6 (="3 EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date 9 / so/A6 Total Grid Line N747o Compressive Strength 'b4//.1 p.s.f. 020% Grid Line E $c ; # -4 Approved to pla fill Yes: g No: Elevation 8 ~s G 7

Jt < 1 Sample No.

/ o s '~ ' k ;,_, s ' Equip. S/N DELUC-01 Inspector d Area Check Sketch of Sample O L(in: hoflbs) 1 By Ao oe Description of .no 3 S.o .00\\' ) A3, M O- ?" failure: , o ne. rn,o ,001' t.tl % ' 1 M-' on i 15 n ,00?f i.tG, i0a- ,ms

2. 6, o 003-1.O G.9 f

o 04D t.W 7 D 'V / . # t <t

16. n

.o n' I,5P o 3'; ns x5.o 1., t, ,1cA x r.S .t13-W3 '/ 13b .4 rt 46.o i nbi' l11' 04' J . r. o2 4 z. 6-

. A E t.l R ' iS.~P 7f 7

( ) LT b l Ag.d 2. in. in II i I I I I l ?---- n j. er.G W u _ am O W ou ] / yKn \\\\ B WMo " ~ m v / $nWs- 'A - "~ b ', ya y .a .,i [ .':; [ l m 1 .o, i I i 1 y \\ i I l -u g.,. 6 L=L -L A= Ao/ I-E T L a Compressive ( (~] r;. E = A /L g T strength = max. l .L > 6 I total load or l. ~~ A =":rR, (of specimen) g load at 205 de-g =P/A formation x 144 I c i 2 which ever oc-o l P=given applied load curs first. (3) M .M

Pr0 ject rm INSPECTION AND TESTING OF 9.513 b roc ue S110RE BARRIER CONSIRUCTION ~ Exhibit 9.513.5 BORING LOG Location of Sampling: t{ T97O Date: g/so/6o a Elevation of Sampling: 5 fo 7 'S A.S.T.M. D 1587-74 Sample lab number /Of Depth of sample e,5 (ft) %P,ecovery 'l O */ 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 l bs.

2.83 ft. . Number of blows per 6" of drop 8 ,o Thickness of soil layer N A L ~ Despription of soil rA s n t rn 6 cc ru / r, e e r,/ 8 co v a Depth of water to surface n)a (ft) CALCULATIONS FOR % I;0lSTURE 1 Can No. c4 2 Wt. Wet Sample md Can (gm.) I s t,1 3 Wt. Dry Sample and Can (gm) g7g 4 Wt. Water (gm) (2)-(3) 3 6. / l 5 Wt. Can (gm) 4,c 6 Wt. Dry Sample (3)-(5) ggg 7 Moisture Content % (4)-(6)x100 / gggq l' Technician (signature) Date Computed by: Date: Checked by: Date: Scale S/N ~W u so-/-fe //f /s > -do.l Af A-ll 'O o 7YA R - ) ~ y ( ' 10 6

Project = ~ Assurance INSPECTION AND TESTING 0F 9.513 0 P.rocedOuality@ge s SHORE BARRIER CONSTRUCTION Page I of 2 {v') EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date /o /z_/p o g-Total Grid Line H 7~7 2 O Ccmpressi've ' Strength M-7O p.s.f. 020% y Grid Line E 69 4 6 Approved to place fill Yes: 7 No: Elevation sco,- - // Sample No. si 7 Mf// ' Equip. S/N DELUC'-01 Irfspector Sketch of Samole a i od Area Check L(in' pfibs) 1 BY Description of Ao ec ,or6 f.o ,oo r /, W ?.47 ?" failure: .mI in.o .cfo L d't LW .b53 1 O ~/ 2/.W /H J /. 70 M3B J \\/ . L KO %.6 .D17 *f. 23 21f.59 c u. A LT A in. Ao/.kn. 2 I i l l A ego af A 9 9 . d QL - F 1 _ghh D e AM\\%W I l 4%\\%ws po^ f ~ 5 1 /Ci - \\ c I E l l G l l y.e - I l I I f /_\\ L=L -L A= Ao/ I-E T f^f 1 Compressive E=A/L

~~x. '~~
~~L T strength = max. total load or A = ?rR' (of specimen) l-o load at 20% de-3 1 s =P/A formation x 144 c h h ve oc-j -- I P=given applied load o @2 Ud Me h wve sve sue~~
~~'i s.~~
.h Project INSPECTION AND TESTING OF 9.Y13 O I S110RE BARRIER CONSTRUCTION rec ue Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling:W 7740 E SYM Da te: /o-d -grr> Elevation of Sampling: Ig7 A.S.T.M. D 1587-74 Sample 1ab number //7 Depth of sample O,f (ft) % Recovery M 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 h Thickness of scil layer M/8 Despription of soil C P /I% n //r Mi c /A > /f Depth of water to surface N/A (ft)
~~g CALCULATIONS FOR % M0ISTURE 1~~
Can No. g7 2 Wt. Wet Sampleaid can (gm.) 3 Wt. Dry Sample and Can (gm) fggg 4 Wt. Water (gm) (2)-(3) p,j 5 Wt. Can (gm) 6.) 6 Wt. Dry Semple (3)-(5) j jg, g 7 Moisture Content % (4)-(6)x100 / Technician (sicnature) Date Computed by: Date: Checked by: Date: ~ Scale S/N &P m Jo-3-$$ rY). h Jo-3 -JD r'27,f /6 f e VJ3 0 'l Ito
Projbet 00atity Assurance INSPECTION AND TESTING 0F 9.513 0 s Procedure SHORE BARRIER CONSTRUCTION Page I of 2 -]m EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date 9-G N B C Total p/. Grid Line N lo989 Compressive Strength A7/8. R,p.s.f. 020% Grid Line E 898f Approved to place fill Yes: g No: Elevation W,g' Sample No. 6 73 [ 02rfer Equip. S/N DELUC-01 Inspector O Area Check Sketch of Sample L(in) hofdlbs) 1 By Ao cc Description of . an x z.< .ool /#3 /.8 ?" failure: .ena .<. o .ooi /. 4 3 S.,E . s es ,.S noa /. H S 52 l \\ \\ .cso tc,o , o o 's /. W _3 '/ O \\ ,o25 tio moo / a +' S. N-l .c m 2p o inQ ). o t, /,3. Y I L I r .en n 1.s. 6 '.'n D
~~1. 4~~
~~/ 7./ z \\ .to 4 so.e .o S /. v '7 .20.4 I ,t s 3 -x, S. o ns /. 5I at. 2 . :t< 1 As.6 .o S~~
~~s. k 5 Q 6.B l~~
Sr
~~46.6 Fuu~~
.n p >) LT 3 in. A A/Dn-0 2 K y v ? / s 'i / m e r a l< }. Ac-Q a ~, o l/ N w c:( v b l s g -.- l &rr f f I l E l -e - i I S 6 L=L -L '"A/~ A_)p T L Compressive 6 "O /L L T strength = max. '~ f-A = 7tR, (of specimen, total load or s o g load at 20*4 de-g=P/A formation x 144 which ever oc-jf P=given applied load curs first.
Project INSPECTION AND TESTING OF 93k3 ~ 0 TOC Ue S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING' LOG Location of Sampling: M fo 9 5 O, I 5 7 3 ( Date: 9 [yA /go Elevation of Sampling: 6 /o df ' A.S.T.M. D 1587-74 Sample lab number 0 73 Depth of sample a,,5 (ft) % Recovery AO% Method of advancing sampler Constant force (circle one) Type and size of sampler Shelby Tube 2" x 11.C" Sampler S/fl DES PH02 l' nmer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop Thickness of soil layer NfA Despription of soil (,-cay sto s cl4y NfA (ft) Depth of water to surface wh CALCULATIONS FOR % M0ISTURE 7 1 Can No. gg 2 Wt. Wet Sample aid Can (gm. ) g7 3 Wt. Dry Sample and Can (gm) ,g 4 Wt. Water (gm) ('2 )-(3 ) ggg 5' Wt. Can (gm) 4 7 6 Wt. Dry Sample (3)-(5) q,, 7 Moisture Content % (4)-(6)x100 g ,p T Computed by-Date: Checked by: Date: Scale S/N
~~echnician(s' nature)Date 9-) g-Jo~~
//fa ^ e, W.S*- 9 o s id I". TEE ~J
APPENDlX . _ - - -u. E. . n, ?roject INSPECTION AND TESTING 0F 9.513 0 O ssmance p,.u SHORE BARRIER CONSTRUCTION
~~2' c~~
e I of 2 (~i EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 'x_ Test Location Date f o / >, /An Total / Grid Line N 7 c. a e, Compressi0e Strength 6832. p.s.f. 0207. Grid Line E wen Approved to place fill Yes: g No: Elevation .r c, z Sample No. Q c;o /a s. 4 e w ' Equip. S/N DELUC-01 Inspector ~
~~d. c od Area Check Skr+.ch of Sample L(in, 'Efibs) 9a-Ao ec By Description of~~
~~.003 /r .001 1 '/ 5 los 0" failure: .09 9 30 .00 3 I fl 20.5 Ob0 K . b 2.0 i.46 10.S L.,1i ,O M (50 .o33 /.//s~~
~~40. ( s/(@~~
RO
~~4/ 4.~~
'r L l z ( LT N in. A /- n2-0 I i i iP4 l 'IM9 d4 w b d@# ,t i M , gW E46S 'I m t i r $W I l AN s%i 1 i i $5s 4 i i F I I g i I I I c 7 i i i ( I I 4 S-i I I I. i 3 /_iL=L -L A= Ao/ / - E T L (# E = A /l Compressive l ') L T strength = max. ?'a-A = rR* (of specimen) total load or l g . load at 20i; de-q=P/A formation x '44 which ever oc-l P=given applied load I curs first. e es sua sts ew w we sw
rQ a. L/ Project INSPECTION AND TESTING OF 9.513 0 sumw s kg hua gc ue S110RE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORIllG LOG Location of Sampling: N7G5G ESr/eo Date: / o/21/ao Elevation of Sampling: 562 6' A.S.T.M. D 1587-74 Sample lab number ZdO Depth of sample oq (ft) % Recovery _ 7a % Method of advancing sampler Constant force M circle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampler S/tl DES PH02 Hammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 1t AtJ Thickness of soil layer a/x (EF w~ Despription of soil Ru C am cle v Depth of water to surface n /,4 (ft) CALCULATIONS FOR % MOISTURE 1 Can No. g _. / / 2 Wt. Wet Sample md Can (gm. ) jg g 3 Wt. Dry Sample and Can (gm) f y 7,, 4 Wt. Water (gm) (2)-(3) 26.3 5 Wt. Ccn (gm) Q 6 Wt. Dry Sample (3)-(5) g 7 Moisture Content % (4)-(6)x100 y o, 9 l{ iechnician (signature) Date Computed by: Date: Checked by: Date: Scale 5/N Y/L/Ym so/h,/?c A f f / d h m /o k,? b'o A - d d. 6 2 k m 1clu,b YA A-1 L-i
.. n =- to ....w oject lilSPECTION AND TESTING OF 9.513 0 a SHORE BARRIER CONSTRUCTION
~~9' gc u~~
~~I of 2 EXHlBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 b:Eh +s U Test Lo':ation Date~~
~~c/7,/ac Total /~~
Grid Line N 7G no Compressive Strength hI2b. p.s.f. @20% j Grid Line E vvxn Approved to place fill Yes: N/ No: Elevation 'sdz Sample No. 259 4 A f_ /Am ~ Equip. S/N DELUC-01 Inspector Area Check Sketch of Sample O bofd1bs)1 L(in: 8Y Description of ,s Ao oc nrs E .o02 143 3.5 D" failurs: .055 /6 .ct9 14G 10 3 .07/o 2o ozo- /. Y 7 iS4 l ,o y \\M .o31 1.48 Is.<f . /4C 35 o'/Z t.4 9 28 5 . /C6 ' 9 S" .05.1 1 51 29 8 L.y-L* i .l99 ff .06V i.53 35 9 .242 fo 5.C* W L,GSISA M v'RdE-' ll r75 feu.- 49.'A (()3 LT b in. A0 in2-( i I
~~l 1~~
s /Q - 2 &#? f Ns 99 = A k i gM4 k0 ~ P$t a o l SN b a i gg I l SM 0; l 3 ;o I 3 f o'@i I I Ek c ~ i GW \\ l o ~ 8 '2 0 " - y d, o L=L -L A= Ao/1-E T L H Compressive E " A /L .~s L T strength = max. A = 7/'R' (of specimen) g lo d at 20% e-e =P/A formation x 144 P given applied load [- ffr o' .05 .10 .15 .20 .25 .30 .35 .40 hb
t e t Project .:4SPECTION AND TESTIt:C CF 9513 O OC Ue SHORE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of.2 BORING LOG Location of Sampling: !v7600 E.Sv e,b Date: /o[2 //,so Elevation of Sampling: A (, 7,., o ' A.S.T.M. D 1587-74 Sample lab number 259 Depth of sample n g (ft) % Recovery AA% 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 2 7,. Thickness of soil layer N,/A > Despription of soil NK h ee 2 u-A /ccurn w / c, c a r Depth of water to surface N /.4 (ft) g CALCULATIONS FOR % MOISTURE p I Can No. C-7 l 2 Wt. Wet Sample md Can (gm. ) f 95 9 3 Wt. Dry Sample and Can (gm) ,gy 4 Wt. Water (gm) (2)-(3) g4 5' Wt. Can (gm) g,g 6 Wt. Dry Sample (3)-(5) 7 Moisture Content % (4)-(6)x100 jy3 Technician (signature) Date Computed by: Date: Checked by: Date: Scale S/H AW /A/Ya.< o /o/b2/re hM1 t^/ tobs/go.U' A NC.h"!!lUlPC 7G 8-l m ' /
poject INSPECTION ann TESTING 0F 9.513 0
~~- [ua SHORE BARRIER CONSTRUCTION gC ue I~~
of 2 (;q EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date /0 -/V-Ed Total Grid Line N 6 Fs fo Compressive Strength lo N7 p.s.f. @20% Grid Line E -r o A n Approved to place 'ill Yes: A io: Elevation ,$ 4 2 ' bMf JffirYu Sample No.
~~29'1~~
' Equip. S/N DELUC-01 Inspector d Area Check Sketch of Sample El l.ofibs) 1 Lb,n, r Ao o'c By e Description of .W 5 .007 /.YY 7.Y '1 D" failure: . c ?G so ,o/9 /. '/& C.8S' . c TS~ /S ,o M I.s/ 9 /c, 2 0
~~'M re?=~~
~~2O .0 'f ?, /o '/ 9 lL v2 ~ ^ .wo 2S ,o Y 9 /r s o /6. & ? ~ Lh h ./6 s ' ,O .obY~~
~~1..S /~~
/4.99 .t 99 , c>& 3 /s3 JL(E \\ j , zm 45 .o? 9 /. fs' 77,03 / e2G$ .7n O EIT / 5~7 Jia(S~ 3nP GO .fo W h&O 1 7, 50 . m z-ro .,2 7 /, 6 '/ W. d /. .m A33 no . / SY /, &,9 nH v'f4NC/ ' L) LT 3 A /~N 90 Fc "-- 2 in. 0 in - 1 l 1 1 e 4 XO-
~~r. ? ei._~~
~~i l I N3~~
~~a m~~
.o WNM o WW AW ,.s - ' o l-4W / AM 4 A#TM \\ il i i A%W 1 t .f CM .,;,2 -- y t i j o L=L -L A= Ao/ '- E T L .(,# E = A /L Compressive ) g T strength = max. d.') - total load or A =:rR2 (of specimen) + g load at 20*l, de-3 =P/A formation x'144 which ever oc-p P=given applied load curs first. S es a m es w ss we as
,s a ~ Projec'. INCPECT' ION AND TESTI!:C OF 9Sk3 b e-r Ua e S!! ORE EARRIER CONSTRUCTION Exhibit 9.513.5 ~ Page 2 of 2 BORI!!G LOG Location of Sampling: N G e,50 Date: Elevation of Sampling: A.S.T.M. D 1587-74 Sample lab r. umber Depth of sample n,6 (ft) % Recovery Go% 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 17 Thickness of soil layer nl2 ' ~ ' ' Despription of soil L/ b en o, s. < IA y la (ft) Depth of water to surfaca N I 9g CALCULATIONS FOR % MOISTURE 1 Can No. g _7 2 Wt. Wet Sample aid Can (gm. ) i g <, o _ 3 Wt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) .O 6 Wt. Dry Sample (3)-(5) pg 7 Moisture Content % (4)-(6)x100 g Technician ( ignature) Date Computed by: Date: Checked by: Date: Scale S/f4 //')Y uis-6,n.O / W /'c 7~BB-/ h - a s' - do x
I44 Project . dw?.LOf r.g g, INSPECTION AND TESTIllG 0F 9.S13 0 hrod SHORE BARRIER CONSTRUCTI0tl "; 9' e ,a I of 2 f"N EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 U Test Location Date /o//a/Ao Total Grid Line N 72 06 Compressive' Strength 7/52 p.s.f. 020% Grid Line E 5926 Approved to place fill Yes: - No: Elevation scz Sampie No. 2a-MX /d 6 ' Equip. S/N DELUC-01 Inspector Sketch of Samole 6 d Area Check L U., hofibs) 1 n-Ao oc By Description of , e 2.o /o, o ,y,
~~,44 6.94 D"~~~~
~~failure: , a.4 2. 70,0 _c14 1,4 #~~
~~X,79~~
~~.s . b (c A 36,O & 2 2. l>AL~~
~~22. M l N/~~
~~.c< ro. o ,cas s,4n ns,e JM . l.4 *r 7Er O~~
~~OSr I i Tl A 't h i (l~~
~~./OOro fa st-l Ly L /') Aa9(in. 2 L LT in. f p;Nw I W A.h ~ 1~~
~~i8 W Sg~~
~~[V pgl o &W I $W W I A S.o. W v D -/ t i 4 n 3sd _ D 5 / I l 3 z.s2 i 1 i j o L=L -L A= Ao/ I-E I T L H Compressive .b ]. 6~~
~~b /L l T strength = max.~~
!. ' 80 ~ total load or 5 A = ?rR' (of specimen) l o load at 20% de-i (y =P/A formation x 144 j P given applied load {h h ve oc-40a p . sum sts su vs wo u
Project INSPECTION AND TESTING OF Y5k3 0 P OC Ue Sl!0RE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORiflG LOG Location of Sampling: 4/7?Og Date: /e//c /p Elevation of Sampling: o'6 2. o A.S.T.M. D 1587-74 Sample lab number $S A50 Depth of sample C. 6 ' . (ft) % Recovery 6 Fa Method of advancir.g 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 l bs.~~
~~2.83 ft. Number of blows per 6" of drop /O Thickness of soil layer M Despription of soi1 04PL /5foa2n AcAddi C//Y / f Depth of water to surface ///4 (ft)~~
~~f CALCULATIONS FOR % M0ISTURE 1~~
Can No. 4/g 2 Ut. Wet Sample aid Can (gm. ) g7g 3 Wt. Dry Sample and Can (gm) jq g 4 Wt. Water (gm) (2)-(3) jg,y 5 Wt. Can (gm) kg 6 Wt. Dry Sample (3)-(5) j g, g 7 Moi:ture Content % (a)-(6)x100 jg f f ier hnicI5n (signature) Date Computed by: Date: Checked by: Date: Scale S/N bLl /o/I?;fe-kWl~I 'o S & '/ /d k !<!/w IbS ' ' / / t/ // 19n
ide Proj.ect ..aun IriSPECTION Af4D TESTING 0F 9.513 0 SHORE BARRIER CONSTRUCTION "*9' .P o e I of 2 -( EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date in/i4 /an Total / Grid Line N e.nno Compressi've Strength 95mT8.o p.s.f. 020% Grid Line E roxo Approved to place fill Yes:/ No: Elevation 5c,.2.0 / bSf Akffd4r. - Sampie No. 2 -A s ' Equip. S/it DELUC-01 Inspectre Sketch of Samole O io Area Check L(in; pfdlbs) 1 By Description of Ao oc . c4 2. to .o/F /. 45 Mo failure: D" . e. e. 4 zo nal i# r M c. .oeA 1o .03 8 l47 Do'n . m z. A6 eM I. W8 a ') e.3 ~~~ f .ne Mo 0 Vo ' M/_W s335 ,t o c6 .ef ? /. 5 0 4000 Ly L 1 ,, u s ,n c.m' AsI HL % /. g . r.ms eb .ct8 /M3 ca n9 ./ A/ 96 4,/ ~#/
/
1 (\\ LT L in. A0 l 3 in2. I t i l l A ii,I a i l At/ M 7' m so W e k Mb MW i W l y SW l ( Ev I l 4 AW si ,se 1 If NW [ .u, q,- i ft r i 5 I 1 N,e I 1 l O h l l h 1 I i I l 0 F, 6 L=L -L A= Ao/ I-E ' (' ' A l T g Compressive L/ ,] F, = A / L L T strength = max. total load or l-A =7/R (of specimen) load at 20% de-2 g (y =P/A formation x 144 o which ever oc-P=given applied load curs first.
. - ~ ~ ~ e
~~we e~~
(.. d Project I4e Np. Der p Rey. It:SPECTION Af:D TESTIt:C OF 9.513 0 Oc e SiloRE BARRIER CONSTRUCTION Exhibit 9.513.5 Page 2 of 2 BORING LOG Location of Sampling: N (o 6 O c> E 6'l6O Da te: /O'N-dd Elevation of Sampling: 46d ' A.S.T.M. D 1587-74 Sample lab number d 9'/ Depth of sample oc5 (ft) % Recovery Es o % 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 l bs. 2.83 ft. Number of blows per 6" of drop 18 ( ", Thickness of soil layer av / A w i Despription of soil (k. h e os N Depth of water to surface N A ( f t_.), fr g CALCULATIONS FOR % MOISTURE 1 Can No. g_g 2 Wt. Wet Sample aid Can (gm. ) 3 Wt. Dry Sample and Can (gm) j g,g 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) (o. \\ 6 Wt. Dry Sample (3)-(5) g,9 7 Moisture Content % (4)-(6)x100 jg Technician (sionature) Date Computed by: Date: Checked by: Date: Scale S/N W W-Kbs/n h5E') is - > c-4 //') is-i e ev i M ^
~ i4. - [ Project
~~...w Quality As INSPECTION AND TESTING OF 9.513 0~~
Procedure,surance SHORE BARRIER CONSTRUCTION "c' I of 2 ~< EXHIBIT 9.513.5 g-~)S UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date jo /fs/en Total y Grid Line Nlioo Compressi've Strength 86 h p.s.f. 020% Grid Line Ex h Approved to place fill Yes: s / No: Elevation 56z Sampie No. ___,9 4 ') - 8 R) ' Equip. S/N del.UC-01 Inspector O Area Ch.ck Sketch of Samole L(in) hofdibs) 1 Ao Oc by Description of .ci7s f6.o .o25 1.96 17.I D" .f 4(o Fo.O .000, l.60 M3 failure: . n,7 w). o ,o =A s G Z. VAV' . 2to va o .070
~~1. t; A 45,6~~
.Zei eo.o .cegl 1,6 '7 a.0 e /,l 319 go.n slow \\. L-0 G L,. 2- / 1 7 t, l n el// W ///( LT S in. Ao 1. Gin - 2 i:01 1 I i [ t I i t l I l__ l M \\,_,l V l5 A id Y M%% / _p% / n%%\\YW E/ _g$%sh 4- / _#(@YM O'i~ / MhX'd ~ uD I ! t u ! 4 W j/! sr
~~9 Y~~
~~\\ / c / 1 y f i 1 / l l Sc_ / I l /1 \\ i l I \\ y O o L=L -L A= Ao/ / - E T H Compressive ( ) L T strength = max. 6~~
~~A /L F (0 total load or A = 7/R, (of specimen,3 g~~
load at 20% de-I g=P/A formation x 144 h ve oc-P-given applied load [h ce E JUd JUK 33 Lum 323 Jm Ja as
-,.----m e.--,- ......~.--m. ,,__g.,m.=_. t o 9 .h ae rur.o, r,... Project INSPECTION AND TESTING OF 9.513 0 SHORE BARRIER CONSTRUCTION P Oc Ue Exhibit 9.513.5 BORING LOG lo f f 3-/a o Location of Sampling: M T 1 C3 0 E 59eo Date: Elevation of Sampling: ,5 /o 2. C ' A.S.T.M. D 1587-74 Sample lab number ,)447 Depth of sample o.S -(ft) % Recovery /,, n L Method of advar.cing sampler Constant force circle one) Type and size of sampler Shelbv Tube 2" x 11.6" Sampler S/N DES PH02 3ammer weight and drop 21.7 lbs. 2.83 ft. Number of blows per 6" of drop 29 b ) Thickness of soil layer n'4 Despription of soil f\\ x h e,e //n o,/ u n k s Depth of water to surface Wfg ( f t,) I CALCULATIONS FOR % M0ISTURE g 1 Can No. q 2 Wt. Wet Sample md Can (gm.) /b~. 6 3 Wt. Dry Sample and.'Can (gm) 14'6'.e7 4 Wt. Water (gm) (2)-(3) /gg 5 Wt. Can (gm) g,g 6 Wt. Dry Sample (3)-(5) r'N v 7 Moisture Content % (4)-(6)x100 j g, / ~ nician ignat e) Date Comp'+e ,Da Checked by: Date: Scale S/N & ' 2 d d k m te,/a,h, I 'I ) r,i ) l IN
~,u .w .u Project INSPECTION AND TESTING OF 9.51 3 0 suality Assuranca Procedure SHORE BARRIER CONSTRUCTION "n* I of 2 .+ .m EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 a Test Location Date ee, // 4 / 6o Total / Grid Line N r on o Compressive Strength $/CO p.s.f. 020% Grid Line E. s9eo Approved to place fill Yes: t/ No: Elevation n r.n Sample No. 24f & J s. h ' Equip. S/N DELUC-01 Inspector Sketch cf Samole d Area Check L U., ofdibs) 1 D, Ao oc BY Description of ,e n Io,o .cae /. W gW ? failure: .ws to.b 0!9 J. Wh I n. '*)b iont vm. 030 /. v 7 ?A V/ ,1 t 5 A e.h l OH 9 /. *19 GC RS ~ . t a e. 4 _<. n M7 /. 6d 30 ao n a nSR < e.o osO /> S) '% ll L L l T g .irt e n.n o62 /, &P 3e vo / .tte M.0 M_1 /',5 T 4' e + < .tne pn.n pBC. / > xA. r/JB / .te% M.n A4 J. < B 33M / ~ ,u s ao,n . / 69 /. 6 0 rd.as' / ,m tso.n ,,,. / O. 4" k LT d in. A ddl.in - 0 2 Go 't A i $?% s y 6 @W g I e< P J SM I/ iSF f &%3 l 2%; 'l' l zm / @sS~ u ) ,Wk b / M: /. U$E 6 / E l / I i l S;; ? I i / I i i ) i i / { 6 L=L -L A" ^ / I' T L gy* / E = A /L Compressive t t t L T strength = max. j 1 d or / A =7/R (of specimen) 2 q, o load at 20% de-cy =P/A formation x 144 c h h ver oc-I P=given applied load h o .05 .10 .15 . 2 0, c,- .~2 5 30 36 an
i, ,y Project su uma s., INSPECTION AND TESTING OF 9.513 0 (j kua gc ue S11 ORE BARRIER CONSTRUCTION Exhibit 9.513.5 I Page 2 of 2 BORING LOG Location of Sampling: N 7oco E3#3 Date: I o /14 /60 Elevation of Sampling: 56 z.o / A.S.T.M. D 1587-74 Sample lab number 745 Depth of semple n,s (ft) % Recovery So% Method of advancing sampler Constant force drammed (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 x es Thickness of soil layer d/4 (,_,\\ E ' Despription of soil hK heu,/oew 't cnu Depth of water to surface /v / M (ft) CALCULATIONS rUR i MOISTURE 1 Can No. g4 2 Wt. Wet Sample aid Can (gm.) i c 5. ? 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) I S'?. o, 7 Moisture Content % (4)-(6)x100 lg Technician (signature) Date Computed by: Date: Checked by: Date: Scale S/N kY /0->g-fa O /. 4 % n_sef3h 78R-/ k- > s - &>
d Cup!ityAsruranco INSPECTION AND TESTING OF [' '*9. 513 Project 0 Procedure SHORE BARRIER CONSTRUCTION _ Pad p i _ of 2 B r EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date to /re /u Total l - Grid Line N L<o o Compressive Str'ength f53~/ /p.s.f. 020% Grid Line E a., A o Approved to place fil! Yes:c/ No: YYL h 4.l p t c.. sa ' Equip. S/E DELUC-01 Inspector d Area Check Sketch of Sample IO L(in: hofibs) 1 Ao oc By Description of .os, z5.o .o29 /. Y ? n.o/ D" failure: pA Sn. 6 off J f/ 31.11 .7 m
~~e. E_. n~~
~~.o?O /.5"Y v2.11 e i!R ADah o O 3 (o lo ( & f}.2 i .us ms.s .ro t 1.00 r912 & i hn.o F4it 1. t 7 l LT 3 in. Ac W. t .t p 1 y I %'s h ~ f(W 11 [YD i g gs @' A 9~~
~~@?'~~
~~P .W p' / ? hiF' / 4%6' l f ~ / g \\ 5 2)~~
o
/\\ 1 S J I 6 L=L ~l A* ^ / # ~ +' T j E* I Compressive / L T strength = max. / total load or 25 A = 7R' (of specimen) j o load _t 205 de- / O =P/A formation x 144 c which ever oc- / P=given applied load y'l curs first. l g I o .05 .10 .15 m20 in, .25 .JB mm a
Project INSPECTION AND TESTINC OF 9Sk3 0 k"Oc ue Su0RE BARRIER CONSTRETION Exhibit 9.513.5 Page 2 of 2 ~ BORING LOG Location of Sampling: N 'l s 0 0 C S?60 Date: ;o/z.c/z;o Elevation of Sampling: 562.o' A.S.T.M. D 1587-74 Sample lab number 4Sg Depth of sample o,5 (ft) % Recovery 6oL Method of advancing sampler Constant force Mcircle one) Type and size of sampler Shelby Tube 2" x 11.6" Sampier 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 n /2 L. ) Despription of soil TN K kca x / e e n,u n el o c4 x~~
, Depth of water to surface ~ NfA (ft) ff y CALCULATIONS FOR % MOISTURE ~ I Can No. C-3 17 2 Wt. Wet Sample ald Can (gm.) ((7[.8 3 Wt. Dry Sample and Can (gm) gg 4 Wt. Water (gm) ('2)-(3 ) yg 5 Wt. Can (gm). g,j 6 Wt. Dry Sample (3)-(5) j377 7 Moisture Content % (4)-(6)x100 gg / Technician (si ature) Date [Computedb: Date: ~ Checked by: Date: ' Scale S/ti h .bO] w H 21-Je AD u -J /-/ d m in2/ 10 b S'l ..W. / / L9V4
'm Project Oua).ty Assurance INSPECTION AND TESTING 0F 9.51 3 0 hocedura SHORE BARRIER CONSTRUCTION t
~~t..~~
I of 2 EEIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-65 C,) Test Location Date/o - 2. /- Go Total 'j/ ~ y Grid Line N ~7760 Compressive Strength 85BR p.s.f. 02 % Grid Line E WBO Approved to place fill Yes: )/ No: Elevation <e 2. o ' m,JEP la Sample No. te.z ' Equip. S/N DELUC-01 Inspector a Area Check Sketch of Sample L(i n,, 'Efdibs) 1 o BY Description of Ao oc . e to in.a .007 / v'/ 6.9 D" ,e m ze.n or 3 /45 s s 'r 9 /M failure: _ess 16,R An / J/n do LW ,ess s a.6 . n t.? /..< 9 33 ?m / .in a r r., A s/3 /#9 e c_ n { n6 /Gl -e.s t!b'7 L .n c, 'ne.e c 7 g l i in n. A /.t h I [^y't LT l in. Ao Min 2. y ~ i A e M e 60-9B 6_' q. x M51 I &&.0 I M so i f% Qp \\ AQ? I-g gc fdF I c:M l \\
~~o I~~

.5 [ il 2 i 1 1 \\, \\ n <ag /_\\L=L -L( A= Ao/ l-E T , [# Compressive i E=A/L L T strength = max. i total load or 5~ A = 7/R' (o# specimen) o load at 20% de-c =P/A formation x 144 h eve oc-y P given applied load o .05 . 10 .15 .20 m .25 .30 .35 m i
o Project INSPECTION AND TESTING OF 9.513 0 Oua y p,gc ue S11 ORE BARRIER CONSTRUCTION ~ Exhibit 9.513.5 Page 2 of 2 BORiflG LOG Location of Sampling: N 17 68 6gga Date: lof zt fa o Elevation of Sampling: 562.o' A.S.T.M. D 1587-74 Sample lab number ZGE Depth of sanple oX (ft) % Recovery ao T f% Method of advancing sampler Constant force ( Hammer (cycle one) v 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
~~2. 6 Thickness of soil layer M /4 Despription of soil fi x ben~~
~~(. r e s c r= n~~
,, / n e u Depth of water to surface N /4 (ft) bALCULAT10!15 FOR % MOISTURE ,z; I Can fio. g g\\1 ~ 2 Wt. Wet Sampie aid Can (gm. ) [g'2,g 3 Wt. Dry Sample and Ce<1 (gm) f; 7 4 Wt. Water (gm) (2)-(3) 5 Wt. Can (gm) (,,o 6 Wt. Dry Sample (3)-(5) g t,7 7 Moisture Content % (4)-(6)x10D /4f Technician (signature) Date Computed by: Date: Checked by- , at S/N L.L t. w nkse a c- '+Jocf(A) T G 6 -l I ~/ m. eva
2 :: i.. hu. IriSPECTI0ti AfiD TESTIllG OF 9.51 3 0 ,.= ty Assuranc*, Ploce' dure SHORE BARRIER CONSTRUCTI0tl i 2 2 ,s
~~~N EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 1~~
Test Location Date Jo /; o /xa Total Grid Line N 7< M o Compressive Strtngth i z., n r z. p.s.f. @207. Grid Line E n -/A o Approved to place fill tes: 4 0: CQ??a. a# &xi a: L Equip. S/N DELUC.01 Inspector a d Area Check Sketch of Samole L(in: hofibs) 1 BY Description of Ao ce D" . o 6 z. 2e,a .e tt /. V 6 /3.1o failure: .np c, 'b a. c .019
~~1. 4 'I 2o.41~~
~~,1 \\ A 43 o no3T /. 4 9 30.20 .1sL Gb,b_ .062. 1.5 I~~
~~31. W~~
~~~ .n4 r _5. n . og g j,/ 2. M.34 .n n n sb. n no 9to~~
~~1..$-5~~
& *l5.2 L 7 g { . 7A n s 2. o i O .675 /.f8 'If 'U" . 4,so i s o. es ,/43 1.67 A3,a3 -"fu:. A 156.6 Fa s t TJ h b LT l in. h #T 2 in - e f C%1 l 'M _@,'i bj&- gj@? f3J $ 9-l l Ty \\ "Y jh E N i I / I [') O l c.o a- / I i l 0 6 L=L -L A= Ao/ I-E T L r Compressive , (m) g E=AN L T strength = max. f to W W or A = vR' (of specimen) a l Ty, (3 =P/A formation x 144 o load at 20'.; de- ,j j which ever oc- / P=given applied load curs first. l ' # c. sa 1 em w we v
l o -e Project INSPFG ION AND TESTING OF 9,$13 0 Quality Assurance Procedure s11 ORE BARRIER CONSTRUCTION Exhibit 9.513.5 BORING LOG Location of Sampling: N 'l 4,5 6 E 69 60 Date: to / x /6o Elevation of Sampling: O G 2.. L A.S.T.M. D 1587-74 Sample lab number 475f Depth of sample o, S (ft) % Recovery f: 5 7o Method of advancing sampler Constant force bacmer) circle one) Type and size of sampler Shelby Tube ?" x 11.6" Sampler S/N DES PH02 1:ammer weight and drop 21.7 lbs. 2.33 ft. Number of blows per 6" of drop 2S Thickness of soil layer ev /.4 -2. y Despription of soil Om gcn 3 /. y a,u oine.- s /A (ft) Depth of water to surface mi f CALCULATIONS FOR % MOISTURE /6 1 Can No, d._ j g 2 Wt. Wet Sample aid Can (gm.) 70 0 3 Wt. Dry Sample and Can (gm) jgg,g 4 Wt. Water (gm) (2)-(3) gy 5 Wt. Can (gm) g,o 6 Wt. Dry Sample (3)-(5) g 7 Moisture Content % (4)-(6)x100 p[ 7er.hnician (signature) Date Compute by-Date: Checked by: Date: Scale S/H y. $m h>-22-Ao. /b kY WN D E 'l M ' 1o41-66 l s WA e
n._x _
~~i. -~~
~~~ i<. Pro.ect .,,,ma - ~,,,,. O INSPECTION AND TESTING OF 9.513 0 ', - proc ue SHORE dARPIER CONSTRUCTION "'a' I of 2~~
m
.!] EXHIBIT 9.513.5 UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test Location Date y a /w/sa Total rl Grid Line NrMO Compressive St'rength Mdj[ p.s.f. 020% Grid Line E s u c> Approved to pl ce fill Yes: / No: Elevation 542 o Sampie No. D46 ffj) h_/ Equip. S/N DELUC-01 InApector O d Area Check Sketch of Samole L(in: hof1bs) 1 By Description of Ao oc , es z.
~~z. S. n~~
~~_o/7 /. V5 /7 7t/ D" I failure: , e.o9 <o.o .o so Eu? h/ .i t z. rx.n .o4I l.49 (0.39 ,,.< c see c .oq9 I. KO % 67 .n s nce .ngs /. f R M.24 E,' l ut 1se.s 07I I. 5 +~~
~~97. V0 1~~
~~7 f f q LT S Ao /. b 2. in. in l.1 AN JW MW M jpg a W &~% i sM / N-t l RW M5 / -gi.Q i A>W I o T MS@ l D P V @V l 1 c IT /lt to y Y d L=L -L A= Ao/ '- E j T L~~
~~( /-~~
/ E = A /L Compressive ! ch.r g L T strength = max. d A =?/R' (of specimen) tow load or o load at 20% de-et =P/A formation x 144 c h h ve oc-p_ P=given applied load
d. t Project INSPECTION AND TESTINC OF Y5h 3 0 a g e S110RE BARRIER CONSTRUCTION m_ Exhibit 9.513.5 Page 2 of 2 BORING LOG Elevation cf Sampling: 5620' ~ /o[/.s['ho Location of Sampling: 14 185 0 E S'/60 Date: A.S.T.M. D 1587-74 Sample lab number 84M Depth of sample oM (ft) % Recovery 58 % Method of advancing sampler Constant force (IIam. ' circle one) Type and size of sc..pler 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 N Thickness of soil layer e/A / Despription of soil hk b e. N e l c v h h le-s t Depth of water to surface n/a (ft) Fq CALCULATIONS FOR % M0ISTURE I Can No. C, l } 2 Wt. Wet Sample md Can (gm. ) gg,5-3 Wt. Dry Sample and Can (gm) jgg 4 Wt. Water (gm) (2)-(3) g,g 5 Wt. Can (gm) (o, l 6 Wt. Dry Sample (3)-(5) gg / 7 Moisture Cantent % (4)-(6)x100 g 3, g ~ Technician (signature) Date Computed by: Date: Cr:ecked by: Date: Scale S/f4 A Ad Omx loficleo M Y /aR k m /chSlg [Jr?fta! h /uhc/7) T0 ~ g / /
(Project. un r.aw 2 Quality As INSPECTION AND TESTItiG 0F 9.513 0 Procedure,surancJ SHORE BARRIER CONSTRUCTI0tl "'9' I of 2 /* EXHIBIT 9.513.5 b UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS ASTM D2166-66 Test location Date m / t.c /an Total / Grid Line Nroso Compressfve S'trength l e 441 p.s. f. 020% Grid Line E. T 'I.o p Approved tc place fill 'Yes; M o: Elevation se? Sample No. 2Yo g,.M -f. 4 o w,, " Equip. S/N DELUC-01 Inspector ~ ~ OS b O Area Check Sketch of Samole L(in: hofd1bs) 1 By Ao oc Description of ,co? 10.00,e s 's t,4 3 6.99 ?" failure: nii J O od m4 i.44 ts a o f c) 3d.od . ne A i 44 ri s.1 ~ n,Q s '-/4. o o ,eeq
~~v. 4 4 n.76 osa 6o no~~
,e n iAS 4 i,m g_ 90 00 .n a9 i.47 t i.tt 1 t l 7 ,1 % 1 t%o.66 144 l i SO h417 l liss i<nn .s3 i.s t 9 9.34 i ,iq 4 a i.5.s .M f I iM N It43R I .zs x reo. o .n A4 i.n ioli zan,o Fa' ri IA% e LT T i n. x%. A0 l Ahn - 2 LCM fC 63 W3C MM ? L A%$ ~ / cy <q
~~1.:~~
U l nJ ._ i .o 2 g !S. *a* 1 1 3 6 L=L -L A= Ao/ i-E 9 i T L i Compressive (3 / E = A /L g T strength = max. H o.: total load or f A = 7fR* (of specimen) f g load at 20% de-I er =P/A formation a 144 c which ever oc-P l P=given applied load l curs first. s 46, l w w we v
1 is ~ e. Pro'ect INSPECTION AND TESTING OF 9.Y13 b Uai t / SSurance SiloRE BARRIER CONSTRUCTION ~ Exhibit 9.513.5 Page'2 of 2 BORING LOG Location of Sampling: t4loso e s foc Date: / o //#/so Elevation of Sampling: S c, z,o ' A.S.T.M. D 1587-74 Sample lab number Depth of sample o,6 (ft)- % Recovery 75% 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 orop
~~21. 7 l bs.~~
~~2.83 ft. Number of blows per 6" of drop 51 c. Thickness of soil layer n,/ 4~~
2=
Despription of soil QR bcs. p e-k hl v c in Depth of water to surface nl4 (ft) Ic] CALCULATIONS FOR % M0ISTURE 1 Can No. [ y/ 2 Wt Het Sample and Can (gm.) j7e,4 3 Wt. Dry Sampie and Can (gm) jgg 4 Wt. Water (gm) (2)-(3) f g, 4 5 Wt. Can (gm) 6,/ 6 Wt. Dry Sample (3)-(5) f%9 7 Moisture Content % (4)-(6)x100 g, 7 Technician (signature) Date Computed by: Date: Checked by: Date: Scale S/N @h./k6tl c/p bf?Itl$m Mk&bo. [b 7 0 0~5 / // </ e
r .f)3 O ] c~n e:3 i TABLE 2.5-5 ROCK COMPRESSION TEST RESULTS FERr11 2 REACTOR AND AUXILIARY HUILDING SITE Depth Below Ultimate Original Compressive Modulus of Boring Surface Elevation Density Strength Elasticity Number (feet) (feet) Forma tion (a) (lb/ftJ) (lb/ft2) (lb/ft2} 6 20 27.0 546.7 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 28 106.0 466.5 S 162 1.30 x 19 3.75 x 10 6 8 1 4 58.0 514.5 BI 136 1.12 x 10 6.51 x 10 m '201 50.7 514.3 6 8 7 g BI 151 1.29 x 10 5.75 x 10 g g 6 8 201 73.2 491.8 BI 169 1.62 x 10 5.04 x l'0 y 6 8 202 49.2 515.1 BI 146 1.41 x 10 3.89 x 10 6 8 203 58.2 507.2 BI 154 1.31 x 10 3.17 x 10 I 208 16.2 550.7 BI 145 0.62 x 10 3.29 x 10 6 8 5 6 8 210 20.6 546.0 BI 153 0.99 x 10 2.2 x 10 6 8 211 18.4 549.0 BI 170 2.70 x 10 1.8 x 10 6 8 211 35.1 532.3 BI 146 0.85 x 10 2.5 x 10 6 213 24.6 543.4 BI 149 0.82 x 10 7.2 x 10 (a) BI = Bass Islands Group g S = Salina Group e on
.c ri.. 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; !,,3t<~) J. Wiley, 1974. .2... 7. " Stability and Performance of Slopes and Embank-ments", American Society of Civil Engineers Pro-ceedings; Berkeley, California, 1969. I O. ~ .}}

ML20005B043

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ML20005B043

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