Text

Forwards Results of Confirmatory Lab Testing Program for Category 1 Backfill,Described in Util & Results of Onsite Soil Testing
	ML20094P614
Person / Time
Site:	Vogtle
Issue date:	08/10/1984
From:	Foster D; GEORGIA POWER CO.
To:	Adensam E; Office of Nuclear Reactor Regulation
References
	GN-404, NUDOCS 8408170301
	Download: ML20094P614 (106)
	v • d • e

{{#Wiki_filter:r- - Georgia Power Comcany 333 Padmont Avenue Atlanta, Georgia 30308 Telephone 404 526-7726 Ma hng Address; b Post Offree Box 4545 Atlanta Georgia 30302 h Georgia Power D, o. Foster the southern electic system Vice President and General Manager Vogtie Project August 10, 1984 Director of Nuclear Reactor Regulation File: X2BA06 Attention: Ms. Elinor G. Adensam, Chief X2BE02 Licensing Branch #4 Log: GN-404 Division of Licensing U._S. Nuclear Regulatory Commission Washington, D.C. 20555

REFERENCE:

LETTER NUMBER GN-376 DATED JUNE 13, 1984 NRC DOCKET NUMBERS 50-424 AND 50-425 CONSTRUCTION PERMIT NUMBERS CPPR-108 ABC CPPR-109 V0GTLE ELECTRIC GENERATING PLANT - UNITS 1 AND 2 TESTING PROGRAM FOR CATEGORY I BACKFILL

Dear Mr. Denton:

Enclosed for your information are the results of the confirmatory laboratory testing program for Category I backfill described in the above referenced letter. If there are any questions concerning the attached information, do not hesitate to contact us. Yours tru D. O. Foster DOF/ JAB /sw Enclosure xc: M. A. Miller W. R. Ferris R. A. Thomas M. Malcom J. A. Bailey M. A. Perovich L. T. Gucwa Z. Yazdani J. E. Joiner W. T. Nickerson G. F. Trowbridge H. H. Gregory, III C. A. Stangler W. F. Sanders L. Fowler J. P. O'Reilly 8408170301 840G10 PDR ADOCK 05000424 A l

y JF 6i LAW EN(MNEER9NO TESTING COculPANY gootectncat erwanrnental & constructon mateness coneutants e EORGIA 30324 August 8, 1984 e Southern Company services, Inc. P.O. Box 2625 Birmingham, Alabama 35202 Attention: Mr. J. A. Bailey

Subject:

Report of Confirmatory Laboratory Testing Program For Category I Backfill Vogtle Electrical Generating Plant LETCo Job Number 7429 Gentlemen: Law Engineering has completed the requested confirmatory laboratory testing of backfill naterials, except for permeability testing. The results of the tests are presented in this report. Twelve bags of soil were received from Plant Vogtle on June 15 and June 19, 1984. Initially testing of fourteen samples was planned. Due to sampling difficulties in tne field, samples initially numbered 8 and 14 were not delivered to us. In tue laboratory the following tests were performed: ASTM D 422-63 Particle Size Analysis of Soil ASTM D 1557-78 Moisture Density Relations of Soils and Soil Aggregate Mixtures using 10 l b. Rammer and 18 inch Drop (Method A). ASTM D 2049-69 Relative Density of Cohesionless Soil. ASTM D 4253-83 Maximum Index Density of Soils using a Vibratory Table (Appendix non-mandatory information included). I I ASTM D 4254-83 Minimum Index Density of Soils and Calculation of Relative Density. ASTM D 423-66 Liquid Limit of Soil. ASTM D 424-59 Plastic Limit and Plasticity Index of Soils. Tests are presently underway to evaluate the permeability of two samples, Number 10 and 11. The results of the permeability testing will be reported to you as soon as it is completed. Grain Size Tests

r o o S uth rn Cecpany Sarvicss, Inc. 8-8-84 Pago 2 The grain size distribution of the twelve samples received was determined by procedures outlined in ASTM D 422-63 Six of the samples had less then 5% passing the No. 200 sieve, two of the samples had between 5 and 9% passing the No. 200 sieve and four of the samples had greater tnan 9% but less than 12% passing the No. 200 sieve. The particle size distribution for materials coarser than the No. 200 sieve was determined by passing the materials over a set of nested sieves. The particle size distribution for materials finer than the No. 200 sieve was determined by Hydrometer analysis for the three samples initially thought to be in the range of 9 to 12% passing the No. 200 sieve. One sample, Numbe r 10, contained 10% passing the No. 200 sieve, so was outside its planned range of 5% to 9% passing the No. 200 sieve. During the relative density testing, three grain size tests were performed on samples to determine if grain size changes (degradation) occured due to performing several relative density tests on the same sample. This grain size testing indicated that the gradation of the soil did not change appreciably during the relative density testing. The results of the grain size testing is shown on the individual grain size sheets and on the tabulated laboratory test results in the Appendix. Modified Proctor Comoaction Tests Twelve modified proctor compaction tests were performed to evaluate the moisture density relations of the soils. During testing the soils typically " bled" wa ter from the compaction mold. To evaluate this condition moisture content tests were performed on the soil samples both before and after compaction in the compaction mold. The loss of water from the compaction mold during compaction was measured to vary f rom approximately one half percent to approximately four percent for tests performed wet of optimum moisture content. The results of the modified Proctor compaction testing are shown on the individual modified Proctor compaction test sheets and on the Table of Laboratory Test Results in the Appendix. Relative Density Testing Relative density testing was initiated using procedures outlined in ASTM D 2049-69 At the request of Mr. Joe Kane of the Nuclear Regulatory Commission, with approv al f rom Mr. Walter Ferris of Bechtel Incorporated, who visited our laboratory to observe the testing from June 27, 1984 through June 29, 1984, the relative density program was modified. Three soil samples were selected f rom each of the grain size ranges, less than 55 passing the No. 200 sieve, 5% to 95 passing the No. 200 sieve, and 95 to 125 passing the No. 200 sieve to evaluate the optimum amplitude of vibration. Utilizing procedures outlined in ASTM D 4253-83, th c:=::.=

s O o S;uth;rn C:cpOny Sorvicos, Inc. 8-8-84 Pzgo 3 maximum density was determined by tne dry method at selected points over a range of amplitudes of vibration. For each grain size range, the amplitude of vibrations which produced the highest maximum density was determined. This optimum amplitude of vibration (3600 cycles per second frequency) was then used within each grain size range ror determining maximum density by both the wet and dry methods. The minimum density of each sample was determined by procedures outlined in ASTM D 4254-83 The results of the maximum and minimum density testing are shown on the attached relative density test sheets and on the plots of maximum density versus amplitude of vibration in the Appendix. Plasticity Inder Plasticity index testing was performed on the three soil samples initially expected to fall within tne range of 9% to 12% passing the No. 200 sieve by procedures outlined in ASTM D 423-66 and D-424-59. The testing indicated that each of the three samples was non-liquid, non-plastic. Discussion We understand that the results of the modified proctor compaction tests performed in our laboratory will be compared with like tests performed at Plant Vogtle. We point out the precision of this test as shown on Table 3 of ASTM D-1557 allows an acceptable range of two results from dif ferent laboratory to be 4% of the mean value. The multilaboratory standard deviation of maximum density by the ASTM D 1557-82 method is shown as t 1.66. For samples in the 0 5% and 55 - 95 passing the #200 sieve grain size range, the relative density test indicated maximum densities ranging from approximately one pound per cubic foot less to approximately three and one half pounds per cubic foot greater than the modified Proctor maximum density. For soils in the 9% to 125 passing the No. 200 sieve grain size range, maximum density determined by the relative density method ranged from approximately three to eight pounds per cubic foot less than the modified Proctor maximum density. Thank you for the opportunity of working with you on this project. If you have any questions concerning this project or if we can be of additional assistance to you, please contact us. Very truly yours, LAW ENGINEERING TESTING COMPANY John E. L ch Wi iam Allen Lancast r Laboratory Manager Civil Engineer ur.:.r::=.

APPENDIX + i -_,_._.__t

4 JOB NO. 7' h SHEET / / OF JOB NAME S. M. b Yg dr khA[ LAW ENGINEERING TESTING COMPANY go.w rwww nenres a constrw ton anatores cor sunants s r PO Box 13260

ATLANTA GEORGIA 30324 BY N. O.

DATE 7-30 -84 396 PLASTEAS AVENUE N E i404 873 4761 CHECKED BY ~ DATE S.b'! 5asaple Cla :ifiba } ubn .7.=._ _ (. -w.7==._ I Groh Size l Gra,n Size DG 'rtholien t ~ j i uno.Ce.d tample incu. L. _. .g__ Sainple, Comp te 7.. SilIlClat .t Ic. Decc ripiion Scuicc OnI"n1 7. Pat:. i 7. Pc::. 7, Pn: te /* clo z.

f v to i w40

200 Sand I

) 3 -- .......-.-...y n.. Pm% fude 4e Bonow.. 2

I mo d. Sand (nued t 4.2 10 0. 0 48.6 3.2 -l 96.8 ;

(l SP Pirik (me n Borrow SP do med. Ennn rnaed

3. &

Icc.o Se.5 3.4 96.lo 9.. ,L T*a n fin e lo ; Berre d l ?.& 100.0 Gl.7 3.3 96.7 l 5P n;cd. Cand nuyed t T~e. n ?ne No SctiC to)

A~

n;ed. Sand nh&cl. E' 6 10 0. 0 32 ? 3.3 96.7 SP "5 It l!I C Cj fl ,;;,.g. So,.d l unmn'edi 89 10 0.0 53.1 3.0 97.0 i SP i Ph l-fu.c ] Facid

I' ln m ed ca.,,' unn Wed t 7.8 10 0.0 48.1 3.4

96. (,,

5P

7

~

- t n f l, f((*(Cl2) 0[al & P

2. G 99.4 67.e 7.5 92.5 p,,,;eg. ca,;l angg sp_ SM f

l fS j f'.

9 in nied. Luc > unoiv e'd 4.0 99.9 75.9 10.0 90.0 SP-S M 1

Libhi brnenn y,fi;

IO AI.c 1; n,wd.}it,,m,,e; l.G 99.2 62.5 G.9 94.1 l SP-s tg

_ _.c.ono OlGrOrf0 O f] ll] C ?

II ii, e.d. G a nd irnied

5. 2

,98.2 66.4 l1.0 89.0 5.E G.2 SP-SM \\ U f ola r. [t n e, Oct r n ed

12 ki. sed.:nndln>,}cd 8.0 loo.n 81.7 10.7 29.3 3.7 7.0 SF-S t4 aranne nne fi e 1,d
II la in :d. E,,d unmu ed 42 9 *. G 75.4 9.G 90.5 3.4 5.9 SP -EM

E RAVEL SAND FINES CosetES 98 COARSE l CO A RSEl FINE SILT SIZES lCL AY SIZES l FIN E MEDIUM U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 j 100 l l 1 i i 90 l f n i I l h 80 ( i i i i s i i i \\ i I $ 70 I i i m i i 3: l l l >- 60 l l I (i, m i i i x I til I I 50 E l i h u-q i i i I I V 40 z i i i i \\ i uJ o i i i i' i I m 30 \\ w l i i i i \\, i 20 I l I \\, l 3 i i I I i I ( l l l l l \\ l i s. I I I I O too 1o 1.0 o.1 o.01 o.ooi GRAIN SIZE IN MILLIMETERS BOR I NG NO. DEPTH N AT WC LL PL PI DESCRIPTION OR CL ASSIFIC ATION 8 9 Law Engineering s-1 s0you Pink fine fo med. Sand Testing Company Mixed (sg) me ~e. Grain Size Distribution 7429 t i

$E cRavel sANo rINES coastEs 9a COARSE l FINE COARSE l MEDIUM l FINE S3LT SIZES l CLAY SIZES U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 to 20 40 60 100 200 voo l I I i I s I I l 5 i i \\ 8 I 90 l s l T l l \\, l l i 8 I ao l = h l l l [l i I 97o l 8 f 8 i a m i i 3 i j s >- s o l i i W I l t I e i W I I 50 I 1 Z l i i { i l I I e I I b 40 Z j j i l t O I I i 8 l j c 30 --t I w l i i i i i i i ( 20 i 1 i l 1 \\ i l l l \\ l i i ( i s I I o i I 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS DOR I NG NO. DEPTH N AT WC LL PL PI DESCRIPTION OR CLASSIFIC ATION Law Engineering so91 Borro w Phk Fme lo Med. Sand Testing Company >s - 2 e ~ o. Mn.ed (5P) Grain Size Distribution 74 29

e yg GRAVEL SAND FINES 98 COAnSE l riNE CO A RSEl uCDiuu l riNE SILT SIZES lCL AY SIZES l U. S. STANDARD SIEVE SIZES 3" 2" 1"3./4" 3./8" 4 10 20 40 60 100 200 j i s, l l \\ l l i i i y i e a i \\ .0 i F l 5 l } I I $ 70 h1 i m i i n > s0 I ti m i i e W 50 5 J' l i u-i i l i l F to 2 i i l \\ s i i uJ j i o 5 !' \\ t e so i i i \\, i uJ 8 8 i 1 i l 8 ( 8 l i l 1 \\ i i N l i i, \\ 1 ~ i i [ I I O 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS BOR I NG NO. DEPTH N AT WC LL PL PI DESCRIPTION OR CLASSIFIC ATION i i Law Engineering Bg9l Bonow Tan Fhe to Med. Sand Testing Company - ~ o-Mded (se) l Grain Size Distribution M9 l

O jy GRAVEL ~ SAND 88 FINES COARSE l r NE COARSE l MEDIUM l FINE SILT SIZES lCL A Y SIZES U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 to 20 40 60 100 200 soo l h I l 1 90 I I s i L I I g I I I r n L t t a I i } l 8 ao a H 1 I l I i 8 $ 70 i I m 3: -r l l >- so jl i O l l 8 1 3 C: m I so e I (8 a U i u-i . 1 3' b 40 L l I z o 1 i a uJ O k' C: 30 8 e i m .' \\, i '~~~ a. l i i \\ i l \\ l l i i N o I s_ 5 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GORING NO DEPTH N AT WC LL PL PI DESCRIPTION OR CLASSIFIC ATION Law Engineering Be Borrow Tcin Fahe to Med. Sand Testing Company ~~e-Mded (S P) Grain Size Distribution 7429

~l O b GRAVEL SAND FINES l jg MEDIUM l FIN E SSLT SIZES l CLAY SIZES COARSE l CO ARSE l FINE U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 100 'l l 1 N i s ,-b I 90 I N l \\ i i i i i a0 -r 1 i = i e,. i i e i l f l i 3 t ___a g.. g l e 4 u. I 1-L 3, z a e' { I, I '1 I I hz" 40 i i \\ _d,, mg,, l ( m 1 i i \\ i 2. s 1 I I j \\, l 'l I I t i N J s i I I O 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS OORING NO DEPTH N AT WC LL PL P1 DESCRIPTION OR CLASS 8FIC ATION Law Engineering Bas I s-s Field Pink Fine to Med. Sand Testing Company ~ ~o Unmned (5P) Grain Size Distribution M9

GRAVEL SAND FINES yp lCL AY SIZES CO A RSEl MEDIUM l l FINE SILT SIZES h$ CO A RSC FINE U. S. STANDARD SIEVE SIZES 3" 2" 1"3./4" 3/8" 4 10 20 40 60 100 200 l N i I I \\ l l l t 5 l l i i i i I l ao y 1 = O l l l I 8 ya i i l i. =, 3 = I l a = W E 50 t,t E ~1 i u. ,t 1,. i - e, \\ z j i i 3 m \\ = 30 o --~~~ i I 143 il i L I i \\ i 2. -r g l 0 0 g \\ l 1 i \\ l i i l N i 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS BORING NO DEPTH N AT WC LL PL Pt DESCRIPTION OR CLASSIFIC ATION Law Engineering Bag! Field Piht Fihe to Med. Sand Testing Company Unmixed (SP) Grain Size Distribution 7429 f

dy COseLES SAND FIN ES GRAVEL 8o COARSE l FINE CO A RSEl l FIN E SILT SIZES l CLAY SIZES MEDIUM U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 = i a a a n .00 l l i M i l l T l l oo g i i i 1 i I i a 80 i-i e i 1 i i I S 70 I,__ uJ l --.1 l 3 y I >- 60 t i i ! i i = x r , y i _z ' j l 3 i i ( E i-.s o z l i i i g n UJ i i i \\ o l i ~ $ '* l l l l \\, a. l k I 20 I i I \\ l l l l l \\ l ,o I i I 4 O E Il I i 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS - DORING NO DEPTH N AT WC LL PL Pl DESCRIPTION OR CL ASSIFIC ATION i Law Engineering 8;9) go,,,w o,ange p,nc to yeg. Sana Testing Company >O ~ o. Nded (SP-SM) Grain Size Distribution 7429 l

E GRAVEL SAND FINES COooLES 88 COARSE l FIN E COARSE l MEDIUM l FIN E SILT SIZES lCL AY SIZES U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 a a a a e e 100 I e 1 I i s, 3 6 l I l 7 \\ l i 90 l f a ~ l I i j I l l l -\\ l l t i i 80 kl h I l I i I b 70 l 0 8 W [ g g

7......

I I k I >- 60 I.._. I l i 4 i i \\ m i i g W I I I I 50 k ~~~~ l i l Z i i 1 i l l' I I F-40 l' l 3 l } 2 I 8 W I O i i l l 1 I g 30 --~- W l 4 I I I G. 1 g 20 I I i l l \\ l 10 3 I l I -~~~ I I i 0 100 10 1.0 0.1 0.01 0.001 I GRAIN SIZE IN MILLIMETERS 1 + DOR I NG NO. DEPTH N AT WC LL PL PI DESCRIPTION OR CLASSIFIC ATION l l 1 Law Engineering 8o91 S-9 field Ordnge Sn.e to Med. Sand i Testing Company me~e Unmixed ( SP-5 M ) i Grain Size Distribution 7429 i

y GRAVEL SAND FIN ES 88 COARSE l FINE CO A RSEl MEDIUM l FINE SILT SIZES lCL A Y SIZES U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 100 ,a I I l N 1 i I i g i I e 90 I I 8 I I ( l I l b I I l i e i L i 1 I l i \\ 0 1 80 b l 0 l l 3 I i $ 70 I W l 6 3 g .7 I I I >= 60 l-I f I l E i I k s' l I u.I I 5o 1 l[ l i ! \\ Z [ l e l F-4 0 I I z i i i i. ( i w o l i i i \\ i i g 30 i i k 8 20 .p. y ) I I l i i \\ l l i l l N i I I 0 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS DORING NO. DEPTH N AT WC LL PL PI DESCRIPTION OR CL ASSIFIC ATION Law Engineering Bo 1 F id Lt. Brown Fine to Med. Sand Testing Company >s _ oe ~ o. Unmixed (SP-SM) Grain Size Distribution 7429

O y GRAVEL SAND FINES 88 COARSE l FINE COARSE l FINE SILT SIZES lCLA Y SIZES MEDIUM l U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 100 l i N l i l N l l ,o l l \\ l l i l i } I I so F l 1 l ( l 8 I g 1 l 70 g I I >- 60 ..L._._ i + m l l l.( i 7 W 50 8 E ll l i ! \\ i k l' l 3 i 1 I I h" 40 2 L l 8 I 8 w i N so l l l 1 I \\ m l i i \\ i l l l I \\ l I l NL, to l i I I o l 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS ) DORING NO DEPTH N AT WC LL PL PS DESCRIPTION OR C LASSlFIC ATION Law Engineering Ba91 Borrous NL NP Tan Fine to Med. Sand Testing Company ~S-II ~o Mixed (S P-SM) Grain Size Distribution 7429

yp GRAVEL SAND FINES 88 COAHSE l FIN E SILT SIZES lCL AY SIZES l FIN E CO A RSEl MEDIUM U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 = soo l I I l 1 I I I l ) i 90 l I 8 L l l \\ \\,, l I i l 80 h l l l l 1 I I g g s I $ 7o W I l i l '~~~ N I l I i 6o . l. I - -.--.j--. l C l P W I I \\ Z [.__. I i so i i u. I \\ F 40 l I I Z l l 8 i k uj l l 1 l k OE 30 l f 3 l l l \\ l zo k I l 3 i i I l NL ie i l I 1 i t i g l l I I o 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS OORI NG NO DEPTH N AT WC LL PL Pl DESCRIPTION OR CL ASSIFIC ATION Law Engineering ag9,[ go,,g g7.own Fine f0 Afed. Sand NL NP Testing Company ~e. g,j,g ( SP-SM ) Grain Size Distribution 7429

y GRAVEL SAND FINES 88 COARSE l FINE COARSE l l FIN E SILT Sl7ES l CLAY SIZES MEDIUM U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 a 300 i i i s i I i l 5 \\ l I 90 l f a l l \\ l l 80 s i i i i i z I 70 . _L._. l __7 l c. 0 .__4 1 I g i g i r-g ~ W I I 50 8 E i ! i i u- \\ 1 i n I I F 40 z i i i i \\ m l i i \\ i o g 30 i --t a. \\, m l 4 i i I 20 I i l l \\ i 4 l l \\ l 10 l ~~ e I I O 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS BORING NO. DEPTH N A T WC LL PL PI DESCRIPTION OR CL ASSIFIC ATION Law Engineering Bs? Fihld NL NP Oran0e Fihe to Med. Sand Testing Company >oe ~ o. Unmixed ( SP-SM ) Grain Size Distribution

29

l j yy COBBLES SAND FI N ES RA L @8 COARSE l FINE CO A RSEl l FIN E SILT SIZES lCL A Y SIZES MEDIUM l U. S. STANDARD SIEVE SIZES l 3" 2" 1"3/4" 3/8" 4 to 20 40 60 100 200 l 100 'I 1 i go I e a l I t i i 1 i 1 1 8 4 l l l 3 I i 80 .p 2 l b l l l l 8 r .7 70 f 3 .7 l i >= 60 1 4 ..__f O l 3 I g g .+. L_ i us i i l so i 2 [ i l \\ u- -i i r g I I H 40 2 i i l i 1 i 2 i t w l g 3o ._ -__,1 \\ O i 1 k j t. 8 I \\ i 20 i l l \\ l i 1 3 i I i i i I ] i N i -~ I I I 0 i i 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS l BORING NO. DEPTH N AT WC LL PL Pl DESCRIPTION OR CL ASSlFIC ATION 4 Law Engineering Bo91 s-5 Field Run After Retalive Densi!y \\ h i Testing Company ~~O. Unmixed Test t i Grain Size Distribution 74 29 1

COestEs

^"

""^* 88 COARSE FINE SILT SIZES l CLAY SIZES l FINE CO A R SEl MEDIUM l U. S. STANDARD SIEVE SIZES 5" 2" 1"3/4" 3/8" 4 10 20 40 60 100 200 100 l l ~N-s\\ I .i l I 1 I l 90 1 -h g 1 I 80 f-l l 3 l 8 I $ 70 I i i m g ~.._._ i >= 6 0 I p O l ] I g ...-.7 I W E I 2 so u-I I i i i 40 I m .__u @ 3a l 8 8 \\ i m 1 1 i l i \\ i 20 ) I i I i t I l \\ i NJ I E 0 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS DORI NG NO. DEPTH N AT WC LL PL PI DESCRIPTION OR CL ASSIFIC ATION Law Engineering Ba9 I S-7 Borrow Run ARer Relah.ve Densd.y Testing Company >e ~ e. Mked Test Grain Size Distribution 74 29 4

i y GRAVEL SAND FI N ES 88 COARSE MEDIUM l FIN E SILT SIZES l C L A Y SIZ E:3 l COARSE l FINE U. S. STANDARD SIEVE SIZES 3" 2" 1"3/4" 3/8" 4 to 20 40 60 100 200 = = 100 I 1 1 N l i I 1 l N 3 8 90 I I 1 \\-_J l I l t i \\ 80 .p___.. ) ( F-l l l l e "E 70 g I l >- 60 l W .l_.-.. l -,--...,l) I I ,1 m W I I 50 E l l 3 E ~t l [ l j I i F 40 i Z i l 4 I I i l w i i I \\ o l i g 30 i i f g l l f W ? l \\ l 20 l I I \\ l i l l %.,l 10 l l I I 0 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS DORING NO DEPTH N AT WC LL PL P1 DESCRIPTION OR CLASSIFIC ATION l Law Engineering Bgon Barrow Run ARet Relative Density Testing Company soo ~o-Af&ed Tes t Grain Size Distribution 7429

9 LAW ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME a NO. ARE PLANT VOGTLE 7429 EORING NUMBER IS N/A SAMPLE IDENTIFICATION IS S-1 BAG 1 SOURCE BORROV MIXED SPECIFIC GRAVITY '2.70 = NATURAL MOISTURE. CONTENT = 4.2 PERCENT SIEVE ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER

.4 .0 100.0 10 .1 100.0 20 17.1 93.3 40 1 3 1.'4 48.6 60 198.3 22.4 100 242.0 5.2 200 247.1 3.2 GRAIN S I::E DISTRIBUTION .0% GRAVEL 96.8% SAND 3.2% FINES UNIFORMITY-COEF 2.98 COEF OF CURVATURE .96 is = UNIFIED SOIL CLASSIFICATION IS SP

ce= a m ir r 9ericv<rd 0.: J4*

l T::ic: _%K.T '~' e ~~~ ._a

e l I LAW ENGINEERING TESTING COMPANY SOIL SAMPLE DATA FROJECT NAME & NO. ARE PLANT VOCTLE 7429 BORING NUMBER IS N/A SAMPLE IDENTIFICATION IS S-2' BAG-1 SOURCE BORROW MIXED SPECIFIC GRAVITY 2.70 o NATURAL MOISTURE CONTENT 3.6 PERCENT = SIEVE ANALYSIS SIEVE

CUM VT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 .0 100.0 20 11.1 96.5 40 132.1 58.5 60 261.2 17.9 100 301.9 5.2 200 307.5 3.4 GRAIN SIZE DISTRIBUTION .0% GRAVEL 96.6% SAND 3.4% FINES 2.33 COEF OF CURVATURE 1.10 UNIFORMITY COEF = = UNIFIED SOIL CLASSIFICATION IS SP , ogA 3 = f). - iy%% M tc h" { ' }jp;,:sc.,__tijP'.-- w. ~

r,=:..:,:::::

e LAW ENGINEERING ~ TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME & NO. ARE PLANT VOGTLE 7429 BORING NUMBER IS N/A 1 SAMPLE IDENTIFICATION IS S-3 BAG-1 SOURCE MIXED SPECIFIC GRAVITY = 2.70 NATURAL MOISTURE CONTENT = 3.6 PERCENT SIEVE ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 4

0 100.0 10 0 100.0 20 12.2 95.5 40 131.1 51.7 60 212.8 21.7~ 100 257.2 5.3 200 262.6 3.3 GRAIN SIZE DISTRIBUTION .0% GRAVEL 96.7% SAND 3.3% FINES UNIFORMITY COEF = 2.81 COEF OF CURVATURE = .99 UNIFIED SOIL CLASSIFICATION IS SP a 9 **9=-g %,, -ea .. swig ( y3g = -, _.... _..., -,, -,. ~. - - - -.

LAW ENGINEERING TESTING COMPANY SOIL. SAMPLE DATA ' PROJECT NAME & NO.- ARE PLANT VOGTLE 7429 BORING NUMBER IS N/A. SAMPLE IDENTIFICATION IS S-4 BAG-1 SOURCE BORROW MIXED SPECIFIC GRAVITY = 2.70 NATURAL MOISTURE CONTENT = 2.5 PERCENT SIEVE ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 .0 100.0 20 17.6 93.7 40 171.5 38.4 60 231.7 16.8 100 264.9 4.8 200 269.0 3.3 GRAIN SIZE DISTRIBUTION .0% GRAVEL 96.7% SAND 3.3% FINES UNIFORMITY COEF = 3.03 COEF OF CURVATURE = 1.11 UNIFIED SOIL CLASSIFICATION IS SP e KD . - _. 4/zo/a Z aus 'Yyr + i = l l

e LAV ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME a NO. ARE PLANT VOGTLE 7429 BORING NUMBER IS N/A ~ SAMPLC IDENTIFICATION IS S-5 BAG-1 SOURCE FIELD UNMIXED SPECIFIC GRAVITY 2.70 a NATURAL MOISTURE CONTENT = 8.9 PERCENT SIEVE ANALYSIS SIEVE

CUM VT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 .1 100.0 20 12.7 95.5 40 133.7 53.1 60 226.2 20.6 100 271.4 4.8 200 276.3 3.0 5 CRAIN SIZE DISTRIBUTION .0% GRAVEL 97.0% SAND 3.0% FINES UNIFORMITY COEF 2.68 COEF OF CURVATURE 1.00 a = UNIFIED SOIL CLASSIFICATION IS SP ~ -W- ~ c /zo/2 f.-. e rPlrY 32

9 LAV ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME & NO. ARE PLANT VOGTLE 7429 EORING NUMBER IS N/A SAMFLE IDENTIFICATION IS S-6 BAG-1 SOURCE FIELD UNMIXED SPECIFIC GRAVITY 2.70 = NATURAL MOISTURE CONTENT 7.8 PERCENT = SIEVE ANALYSIS SIEVE

CUM VT PERCENT NUMBER RETAINED FINER 4

.0 100.0-10 .0 100.0 20 18.1 94.5 40 169.7 48.1 60 250.9 20.8 100 309.9 5.2 200 315.8 3.4 GRAIN SIZE DISTRIBUTION .0% GRAVEL 96.6% SAND 3.4% FINES UNIFORMITY COEF 2.93 COEF OF CURVATURE .99 = = UNIFIED SOIL CLASSIFICATION IS SP w-U'. 't V ,s*

s..~ ?S" JdERL

1 ) 6' i LAW ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME & NO. ARE PLANT VOGTLE 7429 BORING NUMBER IS N/A SAMPLE IDENTIFICATION IS BAG-1 SAMPLE 7 BORROW MIXED SPECIFIC GRAVITY = 2.70 SIEVE ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 2.3 99.4 20 18.0 95.3 40 124.5 67.7 60 260.8 32.4 100 342.5 11.2 200 357.1 7.5 GRAIN SIZE DISTRIBUTION .0% GRAVEL 92.5% SAND 7.5% FINES UNIFORMITY COEF = 3.08 COEF OF CURVATURE = 1.20 l l l 1 _ gp l '":- &/tr/g(j.'.: ' ' a: : w I s...... 5lNl5 Y,_

=.=.=

LAW ENGINEERING TESTING COMPANY SOIL SAMPLE DATA -PROJECT NAME & NO. ARE PLANT VOGTLE 7429 BORING NUMBER IS N/A SAMPLE IDENTIFICATION IS BAG-1 SAMPLE 9 FIELD UNMIXED SPECIFIC GRAVITY = 2.70 SIEVE ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 .4 99.9 20 9.6 97.6 40 98.0 75.9 s 60 279.8 31.3 100 355.3 12.8 200 366.7 10.0 ? GRAIN SIZE DISTRIBUTION .0% GRAVEL 90.0% SAND 10.0% FINES UNIFORMITY COEF = 4.81 COEF OF CURVATURE = 2.20 L l . ~. ~ _. 4/cr/:L,~, e f!/FY i-l l = i

.e LAW ENGINEERING TESTING COMPANY SOIL SAMPLE DATA . PROJECT.NAME & NO. ARE PLANT VOGTLE 7429 BORING NUMBER IS N/A SAMPLE IDENTIFICATION IS BAG-1 SAMPLE 10 FIELD UNMIXED SPECIFIC GRAVITY = 2.70 SIEVE ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 3.2 99.2 20 24.5 94.0 40 153.8 62.5 60 294.4 28.2 100 372.6 9.1 200 385.6 5.9 GRAIN SIZE DISTRIBUTION .0% GRAVEL 94.1% SAND 5.9% FINES UNIFORMITY COEF = 2.65 COEF OF CURVATURE = 1.07 4 - 41sygy ^ a ~ Nfpf l

.o. LAN ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME & NO. ' ARE PLANT VOGTLE 7429 BORING ' NUMBER IS N/A . SAMPLE IDENTIFICATION IS-BAG 1 SAMPLE 11 SPECIFIC GRAVITY = 2.70 SIEVE-ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 4

'0 100.0 10 2.8 98.2 20 16.9 89.1 40 52.1 66.4 60 106.3 31.4 100 130.8 15.6 200 137.9 11.1 HYDROMETER ANALYSIS ON SOIL PASSING NO.200 SIEVE ELAPSED HYDRO CORR TEMP DIA IN PERCENT TIME . READING HYDRO MM FINER 1.0 19.5 15.2 24. .0467 9.7 2.0 17.0 12.7 24. .0336 8.1 5.0 16.5 12.2 24. .0213 7.8 15.0' 16.0 11.7 24. .0123 7.4 30.0 15.0 10.7 24. .0088 6.8 i 60.0 14.0 9.7 24. .0062 6.2 254.0 13.0 8.7 24. .0030 5.5 4320.0* 12.0 7.7 24. .0007 4.9 PLASTICITY PROPERTIES OF MAT. PASSING NO. 40 SIEVE SOIL SAMPLE IS NON-PLASTIC ' GRAIN SIZE DISTRIBUTION .0% GRAVEL 88.9% SAND 5.8% SILT 5.2% CLAY UNIFORMITY COEF = 7.31 COEF OF CURVATURE = 2.81 UNIFIED SOIL CLASSIFICATION IS SW-SM AASHTO SOIL CLASSIFICATION IS A-2-4 WITH A GROUP INDEX OF 0 i Kb... l .c m G/zf/34__ j

..:=

7/1/? V.. -w~ --,_r. ,. ~,

i o-LMi ENGINEERING TESTING COMPANY SOIL SAMPLE = DATA PROJECT NAME & NO. ARE PLANT VOGTLE 7429-BORING-NUMBER IS N/A- . SAMPLE IDENTIFICATION IS BAG l' SAMPLE 12 BORROW MIXED SPECIFIC. GRAVITY = 2.70 SIEVE ANALYSIS' SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 4

4 .0 100.0 10 .0 100.0 20 1.8 98.9 40 28.9 81.2 60 67.8 55.9 100 130.9 15.0 200 137.5 10.7 HYDROMETER ANALYSIS ON SOIL PASSING NO.200 SIEVE ELAPSED HYDRO CORR TEMP DIA IN PERCENT TIME READING HYDRO MM FINER 1.0 21.0 16.7 24. .0463 10.7 2.0 20.0 15.7 24. .0329 10.1 5.0 19.5 15.2 24. .0209 9.7 15.0-19.5 15.2 24. .0121 9.7 30.0 18.5 14.2 24. .0086 9.1 60.0 17.5 13.2 24. .0061 8.5 254.0 17.0 12.7 24. .0030 8.1 4320.0-13.0 8.7 24. .0007 5.6 PLASTICITY PROPERTIES OF MAT. PASSING NO. 40 SIEVE 4 SOIL SAMPLE IS NON-PLASTIC GRAIN SIZE DISTRIBUTION .0% GRAVEL 89.3% SAND 3.7% SILT 7.0% CLAY UNIFORMITY COEF = 9.04 COEF OF CURVATURE = 4.07 UNIFIED SOIL CLASSIFICATION IS SP-SM AASHTO SOIL CLASSIFICATION IS A-2-4 WITH A GROUP INDEX OF 0 gp 6tzSits W n+1TY u:.:.::~=

LAW' ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME & NO. ARE PLANT VOGTLE-7429 BORING NUMBER IS N/A SAMPLE IDENTIFICATION IS. BAG 1 SAMPLE 13 FIELD UNMIXED 4

- SPECIFIC GRAVITY = 2.70 SIEVE' ANALYSIS SIEVE

CUM WT PERCENT NUMBER RETAINED FINER 38

.0 100.0 4 .5 99.7 4 10 .8 99.5 -20 4.4 97.0 <4 0 36.2 75.4 60 96.2 34.6 100 128.3 12.7 200 133.0 9.5 HYDROMETER ANALYSIS ON SOIL PASSING NO.200 SIEVE ELAPSED HYDRO CORR TEMP. DIA IN PERCENT TIME READING HYDRO MM FINER 1.0 17.5 13.2 24. .0473 8.9 2.0 17.0 12.7 24. .0336 8.5 5.0 16.5 12.2~ 24. .0213 8.2 15.0' 16.0 11.7 24. .0123 7.8 30.0 ' 15.0 10.7 24. .0088 7.2 '60.0 14.0 9.7 24. .0062 6.5 254.0 13.5 9.2 24. .0030 6.2 4320.0' 12.5 8.2 24. .0007 5.5 PLASTICITY PROPERTIES OF MAT. PASSING NO. 40 SIEVE SOIL SAMPLE IS NON-PLASTIC GRAIN SIZE DISTRIBUTION .3% GRAVEL 90.2% SAND 3.6% SILT 5.9% CLAY UNIFORMITY COEF = 4.15 COEF OF CURVATURE = 1.72 UNIFIED SOIL CLASSIFICATION IS SP-SM AASHTO SOIL CLASSIFICATION IS A3 WITH A GROUP INDEX OF 0 o .,_E 0 i fo/LS/Kf_] a,=:~:.= N4 w. ~

.e LAV ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME & NO, ARE PLANT VOGTLE 7429 BORING--NUMBER IS BAC 1 SAMPLE IDENTIFICATION IS SAMPLE 5 AFTER RELATIVE DENSITY TEST SPECIFIC GRAVITY = 2.70 SIEVE ANALYSIS' SIEVE

CUM VT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 .1 100.0 20 6.2 96.9 40 79.8 60.1 60 152.4 23.8 ~100 109.5 5.2 200 '193.9 3.1

l i

4 GRAIN' SIZE DISTRIBUTION .0% GRAVEL 96.9% SAND 3.1% FINES UNIFORMITY COEF = 2.40 COEF OF CURVATURE 1.06 = UNIFIED SOIL CLASSIFICATION IS SP R

.o LAV ENGINEERING TESTING COMPANY SOIL SAMPLE DATA PROJECT NAME & NO. ARE PLANT VOGTLE 7429 BORING NUMBER IS BAG 1 SAMPLE IDENTIFICATION IS SAMPLE 7 AFTER RELATIVE DENSITY TEST . SPECIFIC GRAVITY = 2.70 SIEVE ANALYSIS SIEVE

CUM VT PERCENT NUMBER RETAINED FINER 4

.0 100.0 10 1.4 99.3 20 11.4 94.3 40 70.5 64.8 60 136.9 31.6 100 182.0 9.0 200 187.7 6.2 GR AIN-SI Z E DISTRIBUTION ~ .0% GRAVEL 93.9% SAND 6.2% FINES UNIFORMITY COEF 2.58 COEF OF CURVATURE .97 = = ) I

^ rf~

9-i I

i LAV. ENGINEERING TESTING COMPANY SOIL SAMPLE DATA . PROJECT NAME a.NO. ARE PLANT VOGTLE-7429 BORING NUMBER.IS DAG 1 SAMPLE IDENTIFICATION IS SAMPLE 11 AFTER RELATIVE DENSITY TEST SPECIFIC GRAVITY = 2.70 SIEVE ANALYSIS SIEVE

CUM VT PERCENT.

NUMBER RETAINED FINER 4 .0 -100.0' 10 4.0 98.0 20 21.6 89.2 40 70.1 64.9 60 141,6 29.2 100 173.3 13.4 200 181.5 9.2- { i GRAIN, SIZE DISTRIEUTION .0% GRAVEL 90.8% SAND 9.2% FINES UNIFORMITY COEF 4.51 COEF OF CURVATURE 1.05 = = I I l~ L -i ---._--..y-L---,

os so.

7429 / / sseer og qs=< 4ers Per.AF ceW44 & wMt'uctne mife'd4 Conk # tar 4% t/m-//e.o/no / aosNAue G. P. C. uw anomammua vasnuo commuy u w 3'BOTh"&MW'0%om mu 7M0/d4 _ er M. D. Dare

404873 4761 O! !S[

CHECKED BY I DATE /_obera lery Precicr an d I?ela ke 1) ens Hy Pe: v Hs l Vibrahon Mccil.Ge'cl Pacciar R elaMe Den CNU Sar.1ple a i Mc>. Drh] ophh, a m tulh.DryI._ Ampulade specin e Ma v. (de t Idov. Dru '( % k to M k)l U*

rachlu ee Densify Dentily Densihi Dencilu O'"'.IU

( z y, y,y rnt. t 't. ; c oe, ) iper. wer) r. . -- g -- -t. __._:== _ _. _ - _.. i f i 1 wI to 5.5 15.5 l 9I.4 lo s.a 10 7.5 0.0175 2.43 .__.u..___.. ~ i i t -l -# 2 j /03.2 /6.7 66.0 /04.2 /05.8 0.o/75 2.67 i =. ~ ) 4

3 I

10 4.2 a I i 19.3 87.3 105^. 8 10 5.9 l 0.0175 2.M 9 i i i i i t .\\ i

4-

) 10 2.2 18.1 l 22.3 l 10 4.0 10 7.! ) 0.0175 262 .i, i .i I l i 45 .l 105. E 18.5 8e.& 10 3.8 10 7.7 l o.ot75 ' 2.67 I 5 + i l l 89.9 tc4.o lo7.3 l o.0/75 2.67

4 lo 7. o

/6.o i i r i i i t "7 1 ll0 5 lI. 3 89.7 11 0. 2 4 10e.4 0.022 2.44 i 1 i \\ 9 //o.3 /4. E 82.9 1 lo7.o lol.7 i o.022 ?. % l I ._y_.___.._ i a

10 107. S

14. 7 88.4-1II. 3 10 6.8 0.022 '

2.65 I ___ r___ _ __ _ _ _ _ _. i r l = ll l IIS.3

13. 2 66.9 10 6.9 10 6.4 o.oa5 i

2. 6, 9'..._ _

j i

12 ll2.?

l1. 2 St.4 c9.5 100 7 0.025 2.57 l

l3 1 11. 7

13. C 62.5 10 7.3 10 2. 6 O.025 2.68 i

er A F 34913 A I40 \\ \\ i T i\\ COMPACTION TEST i \\ LAW ENGINEERING TESTING COMPANY. rx= \\ \\ T \\ \\ \\ \\h JOB NAME Plani Voofle \\ \\ JOB NUMBER-- 7429 \\ \\ CLIENT C7eorgia Power Companu \\ 13C \\ \\ \\ CONTRACTOR - gT BORING NUMBER _ 8ao * / t \\ T \\ SAMPLE NUMBER l I \\\\ DEPTH Borrow M/ied 12 " \\ \\ \\ i LOCATION \\ g\\ SOIL DESCRIPTION Pihk Ahe to Ned. g 3 g Sand \\ \\ METHOD OF TEST ASTM D/55 7 Meth. "4 " l2O \\ \\ \\ MAXIMUM DENSITY-PCF _, /05.5 \\ OPTIMUM MOISTURE CON' LENT % /S. 5 \\ \\\\ IN SITU MOISTURE CONTENT % 2 g ( \\T ugll* = \\ \\ i \\ \\ d \\ \\ g 1 \\ \\ g \\ \\ \\ llc \\ T \\ \\ s \\ T \\ i \\ b k \\ k $ gg - M Tew T \\ T ili G M \\ T i I X \\ \\ \\ h \\ 't \\ $loe s \\ T ( \\ { \\ T 't \\ \\ \\ \\ \\ \\ N i gm i k \\ t N i \\ \\ T \\ \\ \\ \\ M \\ T \\ \\ '([2 ao \\ T 7(g2.70r2.60 ( \\ x n T r' 85~ q T h \\ \\ \\ N \\ \\ T . \\ n M A T \\ O S 10 IS 20 23 30 35 40 \\ T 1 WATER CONTENT - PER CENT OF DRY WEIGHT 45 . _ _, _, _ - - _ _ _ _ _ _ _ -. _ _ _ _ _ _ _, - _, - - - _ - - -. _ - - - _. _ - -. -. - - _ - _ _ _ _ - _. -. _, - - - - _ _ _, _,. -... _ _ ~.. _. _ - _

A F 34913 A ....~,~.~. N \\ \\ t T i \\- COMP CTION TEST ~~ i \\ LAW -ENGINEERING TESTING COMPANY. ma \\ T \\. 1 \\ \\ \\ \\i JOB NAME P/an d YOOne \\ T JOB NUMBER 74-29 \\ \\ CLIENT Georcia Power Comoonu \\ \\ \\ lE CONTRACTOR ~ p gy BORING NUMBER Bac#/ g \\ T \\. SAMPLE NUMBER .3 \\ \\ \\ DEPTH Ba rro t.J Mded 12", \\ \\ '~ LOCATION \\ \\, g SOIL DESCRIPTION 7~dn Fs/M fo Med. \\ 1 \\., Sand \\ \\._, METHOD OF TEST ASTM D /557 Meth. "A" l20 \\ \\ E-- MAXIMUM DENSITY PCF /o4.2 h ' \\~ \\ \\ ' OPTIMUM MOISTURE CONTENT % /9. 3 \\ IN SITU MOISTURE CONTENT % 2 t \\ T o gi*- \\ \\ i \\ \\ \\ \\ \\ a: \\ \\ \\ g \\ \\ \\ gg a \\ \\ \\ \\ \\ ( \\ \\ 1 \\ i X.,.. A \\ \\ t;:gg h \\ \\ 1 g m \\ \\ \\ - i w -o s \\ \\ \\ R r w g 3 g $100 \\ \\ T h ( \\ ~-'.. x 3 y,_ 3 g

g. 2 -

g q g... I 4 ~ \\ N N g- \\ \\ \\ T i \\ \\ T \\ \\ \\ \\ 3 -g l q ee l \\ \\ ' 2 80 \\ T '(. 2.70

l

' q \\ 7 2.60 l \\ 1 1 V ' ( T 85 \\ \\ \\ N m 3 3 ... - ~ . + - 3 go X T C~ O O 10 10 20 23 30 35 40 WATER CONTENT-PER CENT OF ORY WElGHT - ~ ~ ~ ~ ""~~ t l 48 ? .-.-.--------..,----.-----n- ,-.--n--- --a.-

es A F 3498 3 A HC \\ \\ h T ( \\ COMPACTION TEST LAW ENGINEERING TESTING COMPANY. ( \\ L na \\ \\ ~ - ~ T \\ \\ \\ \\ \\ JOB NAME Plant Voolle \\ \\ \\ JOB NUMBER 74 29 \\ \\ CLIENT beorola. Power Comoany ~ \\ \\ ID CONTRACTOR t g ) BORING NUMBER 800 #/ \\ T \\ SAMPLE NUMBER 4- \\ \\ \\ DEPTH RorrntD Miied \\ \\ 12" LOCATION \\ \\ SOIL DESCRIPTION 7dn Fine 10 Med-g Sand g y g \\ \\ \\ METHOD OF TEST ASTM D/SS7 MeTh. "# \\ \\ \\ MAXIMUM DENSITY-PCF /08 2 12 0 \\- OPTIMUM MOISTURE CONTENT % 18 / h 'g IN SITU MOISTURE CONTENT % ( ( \\ T \\ \\ o gg= ( \\ T 5d \\ \\ \\ 1 \\ \\ g g \\ \\ \\ i \\ \\ gg \\ 1 \\

D (

\\ \\ er \\ i X s \\ \\ \\ i \\ \\ \\ $10" i \\ \\ 's g \\ \\ \\ g \\ \\ \\ \\ \\ T hgoc h ( \\ I \\ T \\ 3 \\ \\ \\ l \\ \\ \\ \\ x x \\ \\ L g"g \\ ,( \\ \\ V i i \\ \\ \\ \\ \\ \\ \\ \\ 2 80 A [f 2.70 M \\ T ( \\ T(r.so z X n Tf' ( \\ \\ t X 85 t \\ \\ \\ \\ \\ \\ \\ \\ T.'s A \\ X SCO O 10 16 20 25 30 35 40 WATER CONTENT - PER CENT OF DRY WEIGHT l

A F 34913 A 14a 1 \\ 3 ) ( \\ COMPACTION TEST ( \\ L LAW ENGINEERING TESTING COMPANY. \\ 1 \\ na 3 \\ \\ \\ \\ 't JOB NAME P/do/ YoONe \\ \\ JOB NUMBER 7429 \\ \\ CLIENT Georcia PotDer Comp onu \\ \\ 13C CONTRACTOR g t g i BORING NUMBER 809 # / \\ \\ \\ SAMPLE NUMBER S \\ \\ \\ DEPTH fik/d Unmixed \\ \\ 12C LOCATION \\ \\ SOIL DESCRIPTION Pihk Fohe to Med. g Sand g y g 1 \\ \\ METHOD OF TEST ASTM O /S5 7 Meth. "A \\ T \\ MAXIMUM DENSITY PCF /O f. 6 12 0 h \\ \\ OPTIMUM MOISTURE CONTENT % /8 6 \\ h g IN SITU MOISTURE CONTENT % g 2 ( \\ T \\ \\ o ll= ( \\ T ( U \\ \\ \\ \\ \\ \\ g g \\ \\ \\ \\ \\ llc \\ 1 \\ ( \\ T \\ \\ \\ i \\ \\ \\ D lC~" \\ \\ \\ g 4 N \\ \\ \\ w F x 1 \\ \\ I d \\ \\ \\ s s \\ \\ $10C \\ \\ \\ \\ T 't p \\ \\ \\ g \\ \\ \\ r \\ h \\ Vi 9w -Q.Q>, _ x - a.w eg

,'A Lj ': (-

\\ \\ \\ a no M s \\ T i 2.70 N \\ } 2.60 1 1 3 f Tr' s % % \\ \\ 85 \\ \\ \\ \\ T. \\ \\ \\ ' A \\ T.'s \\ T K SC I O S 10 15 20 25 30 35 40 l WATER CONTENT - PER CENT OF DRY WElGHT 41 .., - -, _ - -. _. ~-,

~ A F 34913 A I40 \\ \\ t h i \\ COMPACTION TEST LAW ENGINEERING TESTING COMPANY. ( \\ \\ l \\ m. 1 \\ \\ \\ \\ \\ JOB NAME Plan [ VOONe \\ \\ JOB NUMBER 7429 \\ \\ CLIENT Georc ia Power Compond \\ \\ \\ 13C CONTRACTOR t g 3 BORING NUMBER 800 */ \\ T \\ SAMPLE NUMBER 0 \\ \\ \\ DEPTH fib /d lin m tk e d \\ \\ 12", LOCATION \\ k \\ SOIL DESCRIPTION Pink Fine to /Med. Sand \\ y g \\ \\ \\ METHOD OF TEST ASTM D /SS7 Meth "A" \\ \\ \\ MAXIMUM DENSITY-PCF 107 O (20 h \\ \\ OPTIMUM MOISTURE CONTENT % /0 0 k \\ \\ IN SITU MOISTURE CONTENT % ( \\ T \\ \\ o gi*- g i \\ \\ \\ \\ \\ 1 \\ \\ g g \\ \\ \\ i \\ \\ ig \\ \\ \\ ( \\ \\ \\ \\ \\ / X \\ \\ \\ D IC~" \\ \\ \\ g \\ \\ \\ i \\ \\ \\ w e N T \\ \\ ( \\ \\ \\ \\ $10C E \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ b \\ \\ \\ \\ \\ \\ % i 95 i i \\ T \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 1 X [2 80 eO l \\ T T(g2 70r2.60 \\ \\ 1 1 3 hf' ( h h \\ \\ 85 \\ \\ \\ \\ \\ '\\ \\ \\ ' s N T.i \\ % 1 SC0 S 10 15 20 23 30 36 40 WATER CONTENT - PER CENT OF DRY WElGHT sa -. - -., _ - - - - - -, _ -, ~. _. -.. _.... -. ~..... -.,, - -. - _,.. - - -, - -..,, - - - -., - -

A F 34913 A I40 \\ \\ g

i \\

COMPACTION TEST ( \\ LAW ENGINEERING TESTING COMPANY. \\ l \\ ma T \\ \\ \\ \\ 't JOB NAME Plan / Vo o fle \\ \\ \\ JOB NUMBER 7429 \\ \\ CLIENT G eora in. Power Comoano \\ \\ 13C CONTRACTOR ( \\ \\ BORING NUMBER 8aa #/ \\ T \\ SAMPLE NUMBER 7 i \\ \\ DEPTH Bo rro w Aff ked \\ \\ 12 0 LOCATION \\ \\ SOIL DESCRIPTION O/ange Ff5 e /c g Med. Sand \\ y \\ \\ \\ METHOD OF TEST ASTM D /55 7 /77eth, "A t \\ \\ A MAXIMUM DENSITY-PCF //O.5 12 0 h \\ \\ OPTIMUM MOISTURE CONTENT % /1 3 \\ \\ IN SITU MOISTURE CONTENT % g 2 ( \\ T \\ \\ o ll*- g \\ \\ \\ U \\ \\ \\ \\ \\ \\ g g \\ \\ \\ 2 \\ \\ ~ t gg T \\ \\ \\ ?f u ( \\ T \\ \\ \\ i \\ \\ \\ \\ \\ \\ $100 g \\ \\ 's W \\ \\ \\ I \\ \\ \\ \\ \\ \\ \\ \\ \\ IOC \\ \\ 't p \\ \\ \\ g \\ \\ \\ \\ 't \\ \\ \\ 9- \\ ( \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 90 A[2 ao \\ T T(f 2.7or2.so \\ \\ \\ L T V ' s N h \\ \\ 85 \\ \\ \\ \\ \\ \\ \\ \\ ' N '\\ T.'s l \\ % K SC l O S 10 15 20 25 30 35 40 l WATER CONTENT - PER CENT OF DRY WEIGHT a. .. - - - -. -. - - - - ~ _..,

9 A F 34913 A MO 1 \\ i ) ( \\ COMPACTION TEST LAW ENGINEERING TESTING COMPANY. ( \\ \\ \\ rs= ~ - - 3 \\ \\ \\ \\ \\ JOB NAME Plan / \\/og//e \\ L \\ JOB NUMBER 7429 \\ \\ CLIENT Cxecrcia. Pnen e r Cornoana \\ \\ \\ 13C CONTRACTOR ( g 3 BORING NUMBER 80 C1 */ \\ T \\ SAMPLE NUMBER 9 \\ \\ \\ DEPTH field flnmix ed \\ \\ 12 0 LOCATION \\ \\ SOlL DESCRIPTION Orange fih e 0c Med. S and g y \\ \\ \\ \\ METHOD OF TEST ASTM D /557 Meth. "A " \\ T \\ MAXIMUM DENSITY-PCF //O. 3 l20 h \\ \\ OPTIMUM MOISTURE CONTENT % /48 \\ \\ \\ IN SITU MOISTURE CONTENT % ( \\ T \\ \\ u ll5 \\ \\ \\ \\ \\ \\ g g \\ \\ \\ -es t \\ \\ gg /U M \\ \\ ( \\ \\ \\ \\ \\ A \\ \\ \\ \\ \\ 10 0 b \\ \\ ( G \\ \\ \\ I \\ \\ \\ \\ \\ \\ \\ \\ \\ IOC \\ \\ \\ \\ \\ \\ b \\ \\ \\ s s s \\ 95 T i \\ \\ T \\ \\ \\ \\ T. \\ \\ eC \\ \\ 2 80 t \\ [f-2.70 \\ T ( \\ T(r2 so X VN V ' A h \\ \\ 85 \\ \\ t \\ \\ \\ \\ \\ s j \\ T.'s \\ T A SC0 10 I5 20 23 30 36 40 WATER CONTENT - PER CENT OF DRY WElGHT l l i J

9 A F ?.4913 A N \\ \\ \\ \\ ( \\ COMPACTION TEST LAW ENGINEERING TESTING COMPANY. \\ \\ q na \\ \\ ~~ \\ \\ \\ \\ \\ i JOB NAME P/dnf Yoa Ne \\ \\ \\ JOB NUMBER 7429 ~ \\ \\ CLIENT (7eom,h Power Comoano ~ \\ 13C CONTRACTOR g ) BORING NUMBER Boo */ \\ \\ SAMPLE NUMBER /0 \\ \\ \\ DEPTH F/5/d Unm /yed I \\ 12", LOCATION \\ \\ SolL DESCRIPTION L +. Bro usn fid e to \\ Med. Sand \\ y \\ 1 \\ \\ METHOD OF TEST ASTM Diss7 M e/h. "A " \\ \\ \\ MAXIMUM DENSITY-PCF /07.8 l2O h \\ \\ OPTIMUM MOISTURE CONTENT % /47 \\ g IN SITU MOISTURE CONTENT % g 2 ( \\ T \\ \\ \\ o li-g* i T T U \\ \\ \\ \\ \\ \\ a:g \\ \\ \\ \\ \\ \\ llc \\ \\ \\ s \\ \\ 9 C w \\ i \\ \\ \\ \\ \\ i F N. A \\ \\ hg. i 3 \\ \\ \\ ~ W \\ \\ \\ \\ \\ \\ \\ \\ \\ bloc \\ \\ \\ \\ \\ \\ 3 \\ \\ \\ g \\ \\ \\ \\ \\ \\ \\ \\ \\ 95 \\ \\ \\ \\ T \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ i E 2.80 \\ [f-2.70 \\ T \\ \\ !(f-2.so \\ L T V ' \\ \\ % \\ \\ 85 \\ \\ \\ \\ \\ \\ \\ \\ ' s A T.\\ \\ T K 80 ) 0 10 15 20 25 30 35 40 WATER CONTENT - PER CENT OF DRY WElGHT 4 45 ,_.._,___._.,,,._.,__,-,.,w .._,_.,,,.----,w .,r..

9 A F 34913 A lea 1 \\ q \\ \\ \\ COMPACTION TEST \\ \\ LAW ENGINEERING TESTING COMPANY. na \\ l \\ ~ ~ ~ i \\ \\ \\ \\ \\ JOB NAME 8/Oni YOGNe ~ \\ \\ \\ JOB NUMBER 74-2 9 \\b CLIENT G eo ra s'r1 Pot 13er CornD any \\ \\ IE CONTRACTOR g 1 g 3 BORING NUMBER Bog 7/ \\ \\ \\ SAMPLE NUMBER // \\ \\ \\ DEPTH Ro ero en Mix ed \\ \\ \\ 12 0 LOCATION \\ \\ SOIL DESCRIPTION 7~o n F/he /c mes. g Sand \\ y g h \\ \\ METHOD OF TEST ASTM D /557 MeTh. "A" \\ \\ \\ MAXIMUM DENSITY-PCF //S.3 l20 h \\ \\ OPTIMUM MOISTURE CONTENT % 13 2 \\ \\ IN SITU MOISTURE CONTENT % g 2 ( \\ T e \\ \\ o gi*- g / \\ \\ \\ \\ si) \\ \\ \\ \\ \\ \\ \\ a:g \\ \\ \\ \\ \\ \\ \\ \\ llc \\ \\ 1 \\ ( s \\ \\ G \\ i \\ \\ \\ \\ \\ i b \\ \\ \\ \\ h "~ lC \\\\ \\ \\ W \\\\ \\ \\ I T \\ \\ \\ 4 s \\ \\ $10C \\ \\ \\ \\ \\ \\ \\ \\ 3 \\ \\ \\ \\ g \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 95 \\ \\ \\ \\ T \\ \\ \\ \\ \\ \\ \\ l \\ \\ \\ 2 80 l 90 \\ T A 2.70 s X 7 2.60 \\ LT V ' s T % \\ \\ 85 \\ \\ \\ \\ \\ \\ \\ \\ ' s A T.'s \\ T 1 SC0 S 10 IS 20 25 30 35 40 WATER CONTENT - PER CENT OF DRY WElGHT 45

9 A F 34913 A N \\ \\ i T i \\ COMPACTION TEST ( \\ LAW ENGINEERING TESTING COMPANY. na \\ \\ 3 i \\ \\ \\ i JOB NAME Plan / VoaHe \\ \\ JOB NUMBER 7429 \\ \\ CLIENT Georgia Power Companu \\ 13C CONTRACTOR g g t g 3 BORING NUMBER 800 F/ \\ T \\ SAMPLE NUMBER 12 1 \\ \\ DEPTH Borrow M/ded 120 \\ \\ LOCATION \\ \\ g SOIL DESCRIPTION Broajn Fin e fo \\ 8 \\ Med. S and \\ \\ \\ METHOD OF TEST ASTM D/557 Mefh. ",4 # 12 0 \\ \\ \\ MAXIMUM DENSITY-PCF //3.3 \\ \\ \\ OPTIMUM MOISTURE CONTENT % // 2 \\g g IN SITU MOISTURE CONTENT % 2 ( \\ T o gg*. \\ \\ g i \\ \\ U SPA \\ 1 \\ g J g /' \\ \\ \\ \\ M. \\ \\ \\ llc \\ \\ \\ \\ \\ \\ 19 i \\ \\ \\ i \\ i \\ \\ \\ H A \\ \\ !io. \\ \\ \\ W \\ \\ \\ \\ \\ \\ \\ \\ T $ loc-T ( \\ g _\\ \\ \\ 3 \\ \\ \\ \\ \\ \\ \\ % \\ 93 \\ \\ \\ \\ \\ \\ \\ T \\ \\ \\ \\ \\ \\ \\ 9e \\ \\ a so A [f-2 70 \\ T i \\ T(/--2.so X XA f hf' ( h i 85 h \\ \\ \\ N \\ \\ T, N \\ h,' \\ \\ T.'A SC \\ T 'k O S 10 15 20 25 30 35 40 i WATER CONTENT - PER CENT OF DRY WElGHT a.i

\\ A F 34913 A j N \\ \\ i T i \\ COMPACTION TEST ( \\ LAW ENGINEERING TESTING COMPANY. ma \\ l \\ '~ ) i \\ \\ \\ \\ JOB NAME Planf 1/catie ~ \\ \\ JOB NUMBER 74 P9 \\ \\ CLIENT Geor a ia Parner Cornoano \\ \\ IE CONTRACTOR t g 3 BORING NUMBER Bag #/ \\ T \\ SAMPLE NUMBER /3 \\ \\ \\ DEPTH Field (Jn mixed \\ \\ h LOCATION 12 0 \\ \\ SOIL DESCRIPTION Oronae Fin e fo Med. g Sand g y g 1 \\ \\ METHOD OF TEST ASTM D /66 7 Me/h. 3 \\ \\ \\ MAXIMUM DENSITY-PCF ///.2 12 0 \\ \\ \\ OPTIMUM MOISTURE CONTENT % 13.5 \\ \\ IN SITU MOISTURE CONTENT % g 2 ( \\ T \\ \\ o gi*- g i \\ \\ d \\ \\ \\ 1 \\ \\ g \\ \\ \\ g _--~ M @ e N i \\ \\ ig M \\ 1 \\ / \\\\ \\ T / ' \\ \\ \\ i / \\ \\ \\ I \\ \\ $1G0- \\ \\ \\ 2 W \\ \\ \\ I \\ \\ \\ \\ \\ \\ \\ k \\ IOC \\ T \\ l \\ \\ \\ b \\ \\ \\ \\ % \\ \\ \\ \\ 8* i \\ \\ % \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 2 80 l 90 \\ T i 2.70 t i \\ 7 a so \\ L T V ' s T \\ 85 \\ \\ \\ \\ \\ '\\ \\ T.' A \\ \\.\\ \\ T A SC0 S 10 IS 20 25 30 35 40 WATER CONTEP(T - PER CENT OF DRY WEIGHT i l s., l r

,pr u.ra2

-...s.4.- .,r...I..,-......m.....L..

v..... r y.. a..,.,

. '. n _ - ,i, ... Lm...a. ;.. -.. 4... ....m .I..... ~ 1,.- a...~~.~......,..

o. a.

. m.. 1 .... L.+-. .o ..=.c~.. . ~. -.4..... -,.. -.. ...o .7..4.--........_.....,t.,.......,... t ._4

t..m._.a,.t m...,.

.a ~., n ..o...... s...a. h. S... ...,. _........... ~. -.. 4 ....n.., ..e.i. ...--..J....,~ ...t,,... . a..,-.. ro.... .i L.. t. ....,...,......~.., -- e

m..l..... _.,....

..m.. L._... L. _.... r .m.4.. t .u. u.-....,...., u... .......r..... 4 .m. ~,..

...n._.,,

.i. a. . +.= 4 mJ,, -. 4 .o.......,.. .n....... .., t,.1.+41 u.-..o.... ..,n.. w....4-.... .-n... ..4g.,...u...,... ......a- .y.. 1.. ... 1... ..4...

....n

<. L.... . ~.1. ~+....<... ~. ~- ...I..- ,,.,..m. 1.... -... ....a.+. - A.. ~. - a. ~. .m. 4 4. e,.~.. - + ......o. _ ~.. a . -..,...v. .m,.. a . -.-a _a ....,.-T. ..i..,.......~..... Lr..-....... .,...,4,....'... ._-f.. ---f . L.. .~.-..-.L.e. 4.e. ,4. ...e. -,... . -. o. m..-- .,. _.m, l m..........n.._.. r.u.t..~..._-,......+n,... y. ..., A. q ..,...4. .,.+...., .,w...... . 4 ~... .-.d..-....,..t_... . ~. ~ -..,.... ....,...,..a.. u a. L. .L,.~..._.e. .+ ..t._,.., w; 1. a.., .o ...o.-.--.,...._...J...... -. 3_.v .n... ----t.......-1 . %.t.s.3.........,

u..,. y....

. o .e .-... - o. .... m. 1 m ... _............_.........._a..... .o._.. J.. ..J..u...-.., +....-.-.-...J,... -..-.4...i...- .~-.a....... ~y.. ..4..... . t.. ..,.... 4... ..m . ++.A...,4. ..._.......t._.a.....s.....L o~.L,................ . %. r. a - +..... ;. 4 4.++. 4. - ...o. ++.. _..--.+4_*+++ ~ m.......,_.m...... _... ~... b. .-L---,.-....,.. a....,_... .w.._t,,.......................-4-.... .m,-.._.,._., .a. ........ ~. -..,.. *.....-.-... ~_ ~I - m

o.".+'.is'm'

. L. '~... .~~~~4-.- ^ ~ -,. .~ ~ ' ~ ~ ,..'.,.-'..'.,...'_" _' ". 1 -. .'.._~'.'.. 1._..'~.." L.. '. '.4..... 4... r., .... _ _ ' ~ _ " m'" ~~ ~ ' +. ' '. ~ + t. -........-...o 4... .......... ~.. - . ~. -4 .-....L. _.., _ -.....h_.. __~..-+-t_...~,.%--J ... ~. _..._._m...o~ Q. d............ _..... ,.~. .m.....-.~.a.-, .-a.,.... ...L...._......,.........,. _.. +.. -....._.,-L.-.. -. -._. _.. _. .... _.....,_. J. - - ~..~.-~a......... ~ _. .a u. +.. ..~..._.~.~..4_~. -.., - - .... e.. O, ( m _... _ 10, _. .z. ..-t...._... -. - m ..~~.1.....+t.L_......,u.,.m-._---- ._...._........t.q. ...o... J,.... .. ~..

1.....4.,._._.

a~ o._.~-..b~.-..--. ..a-'.. b 4. _..t~.:..,... ..L....,,...4.... . _ +. - ^ .e . - '...' t L.., p .e .a_ .,.-..w..- -_.,. _.:--.- -.... -. -.... .. L...,.._,. m ..,. LL,,.. _- - +.. Cy.108.._ _.. 1 ... -.... --.?t _ O . _... _. _..... A.....r. .., nut _. _-._..~_--J_..4_~. - ~..:~t__. -~.~.. .1. .. t ....m.... ..L. ...n..._.u...../ ....u.. c.. ....+. ... 4. L-t.._. L ~ _ .. ~ x...-- .....e .... 4 .m. .n,,.~... y....._ _...12 -+ _. % m. -. ....t._...,._, ...c. ~._ L m t, .....t. . m... u. .,m p i _.u ..~ +,.... _..a-_-~,..,...w-._-- ~ . ~... ......, - ~.. ._t....- _.n,.. ..._..,... ~. . ~. +..... u. .. _ ~. ..m t+. ~.. ._.J _.. ...,.o.. . w.. g..., ....t..... ..,.,.. +....... 1.._...._._..__r .+ .4 .._.,L.._ ..q. _....a, r.. a . ~... g~. ~....L.~...._,1._.,,-~_~_ .p. . _..L.- ... _..t _,._ .. k, s, %.. m, t.,-.- ._-..,_._..w ...,t.......a_. ..... _ z.t... .......-..L,__... .... _-_.t .T:-.:.. __...w 4.. 1..- y .~. ~.,_-. ._.J. ..r. _ . _....4,.._.u.m

u...

.,. ~ _. .._.4 th.... .._..t._. .... +... _ e_ _- 4a_ _ +a _._, e --i_.. ..a_ .-.a.._.... h-.. "t. ..,... -._.._,o,._.... - _ m.. 4.._ L.. m _..... .... _ _. r,. ......u. .-ga -.......... -+_._

t.. L. t _.

4.. ~. _. ...T...... ..mo..._...._._a....._........_..t,*.7,...... n... ,.+... .g.. t... a.. ..t ... t r. . t _.~ ... c _- L._ __4_.. _._....._m ...u. r.t. .t._.. _..._.m. m._ .......,..,...m._. Ds... .... ~..... k,..t. __, _ ~... ... t... m... C .._...~_.u.... . _, a... .m.-.. . 4. ~_. cp,. ..t m._ ~....t. .._.......t..-.._....._.. ......_t._...L.... _.tw., ._....__t....._._.-.,...u._.. ..t .._. t. ......,..........t... _..__,t.......... t. .u.... t.a....s. .m.

4...

o ..s..-- -..4.~_ 4 J_._-...... ... i ....t._. h...y ._...._..L..,..I...y...._.. .. _. 4. t. .t... ._...t..,._t-..... .J..... ... -....... _.4.-.... t _ _-. %

m..l0._

~.. _.._.t.,.__.........,....._.

3. J....-

...s._.....t.,.,_.......,.,. ..... i.._.... _. _.,.. 4...-.. ......_.t..... t-.... ..... L.....t.,_......... ...-.t.. ..........s..t._....,.... _....._.m.... m_. _. _. a.. _.....-..._. -.a .. ~.. .t.. _.....,.. ......t_..,.:._..4.._.. ...i.,,._r+........ x...t.. ...,.m.. _....._.,_.,t.._ w. . o.. t.,m....... .....~. ~.. ~. . ~........-. _. 4 ..n. r._. .m..._, ts g _.... ui ..m _..,...m...t.,. ,._.4_.. ...........s..,............, >_.w.-.-. t........t....,..

u......., _. _. _...

..... t 4... . a. _. y, ..~.., ,t.. _.............. _.. ~...... ._. g u_. ..._.3,.... .. _ L.u_ .t..... .,...t. _.,c.,.i..L.......i. 3 ........,.m,-._. c... . L. r........ s. .. _..,...-. L_.....,. _..m. ...-.L.... g _. .. m. i n..... ....t.,_.t........._.. ..4.... . h.. .m. u..,,..... _. .r... o._.... _..t,. ,4 .... ~ .. r.o.. .t.. .. ~.. t t- ,...... n. .......,..,m. a. s. m. m.t _...m i L.. .. _...d _.. . m. .... L. ....t.... m.u !... .4 .t......... .. A. ...+.,. ....... m ,n._.... s .O...._...- .. ~. - .....t m... t_..._..... .m.,.d.... _.....,.o...a. m.......... .t_..-.r....,....,........ i.. ..-..m. .. 4 m .m.. . 4. ..-..,.... _.......-...... 4 _.,.......y...,. ,.t.... .2

a..

y. 3...,.._._... ,...t.... ..t.... .,.,. _n.....,,. _._._...._.4.. ..,.t.. ...1..... ....L.... ,.i....... .g .. L,,.. t. 4 h- ._ o. .,.n m.. .. r. ,. J..

m. l..

....i m),4 : { Wo.0/2,H.=.,. T...:;0.0../6....... l. 0 /8 7. ......i...I.

a HO.022 g=..0.024,u 4

.... 6 ..a.... . I. ..i 1 . p.. p ..p =.1....0.0/6,. 1 .F '. =..+.. 0 s. FEO020 - --?... 1..p.... 6 ... o. 6 9, - .o..a. .g ..,...........] ...6,..... .l. 4...;.... 4 m..... 4- + 6 . r ..l.. 6. .4

4w

... i i.....uiL. : L.V.. i ~rdio b... $....--..lifu'..... g .u. e,.... e i. +...... . n.I...,. ...T*..- ..,..,......de,. aX.., o.PeaF.n. 2 Yp.s.Id.. k.~t.,,. .,o. ....,r. ,+g. .g+ d.... 4., .l. g, 4.. e4 6, ,.p. .. 44..... s.

i. [..

.e.. s. 4., - I4 g. t ..s. s......,.,... 1 j~ ..[. .I 6, ...66. ..,4..... ..4.,., 2 6 ,}.. . 4 .....,.-.9 .i .I. .)..-...4 ....+. -. ~~-a. i 4 .+.5.

s.6..
1

..[ 4 - *.i-.. i ,r,....4, l. o.. ....+.J,....4. ..*.e. { ...+%.. + -~.+t.+. . ". -.. + -. ..I.+.....-,.e---- +.+<J*++-- .. ~.. -. s.. ...w,. + 3. i ...,,...,...-. =,..... _.q..... ,l. .l. 1 a i 6

v.,. +

l.. a ...g ..+........ 6.... ... 4.. -e.... c .4 . +. _.... ...,4. i -4. ,... (,. ....e. .4... i 6...,2 .J.,..,.. ,i. r i

b...,

.e ..e.. 4 ._.4,.

9....!.,_....,..-,..

,g. t .. a. s.,.,. .....+....._,... ( ...,.l...l. .{.. -l ..~......,.... i . a....... ,+ e .,.., _ u.. g 4 l \\ ..,-4,, .'..+..4.. .t....-. ~ -......,..,. 4., ..6.,..............l ..9.., [ l .., v 6 9 .i 3 ).

.p i.,....

t. 6....... ..4 n - -j. - - ~. B + R skbg. ...... 4 . l+ . 1, r g ,f. ,j 8 f,. [ l . '.,. ~... 4 .p. ...g. .,J,. .} f 6..f .l h .r ...m...~......, -1. .4 p ,t .2 .f .I. .h 3 .i e .J._....... .i z ..:0 Ngu.nes to the Inch m ....-..,-,.--.m . m.. .e-.

a.- O d'. m. . a a e cows

g. JO2 b.

+Eeke. 4t+.it.4...}, 'I E v.}-

,I +54

..a>+.+.. .p, e.e-e t.,i l.9, , I. +e .A. t, S < E+-+,*t

k 5. +.++4 f,.-

S-+. t,***v. - f ;' -- ~- 4 ,4 5.v..*>t4*ot. .s +-

4 4 n, e. ca. ;s

.a i t. 6., 6 ut I,4, t, p :.4 t+,.,,.,....-4,.,.e 2 s- + + ~. ,4. l e t ).u.a e6. ++-.t ... e,.. u.. -..,, -,. -*....,e+ +. o .e. .p . +

- 1.t+,t *d *. *. *' +4
"...+y+.-*"

-++., . +

* - * -':+'**

t L e, + + *t 44 .a. .*++d*+,,. +5 + +0 4 + + + + .If

- t'

,'+t8t=

~. *. * *.

*'*+d+********f***** e.& f +,**+......t.<,,.e.,+.m**+.",+.6.,>4*.i4 .+ t*++t'a---*-+- +6-**+++.+

* * + ^

e-4.. .6,

n..

.~ -w++. +,4. ++ +... ..k+ +* a.+ <.. ~..

- - ++ 6 4.,

t+. 4 4*Pt'* + 4 5 & c+ t - 5 I ..,..v 1. L.*e a + + ~. -. +,,,. #. +,,, bi c.-o. 4 4 4., +.t . n. +m .. o. l t. 4 + t. j.**.+, t.4. t. i..t**'1.'.*.'.

- - ~ 9*'++
t+&

5

4" 4
u-e...

.1 .._.,8

t. 6

'*6.-9 '*F,.* .4.r."t'*e.'"" et9+*

++

.u. .t p g.. hE. p -, - .4.. 44 , y i. I'

t-

+-=F' --*)-* . Ts i n.. ai... 7,91 5, I *.., -9..aa...>,.- , +.

- '+*

... +, .*+ n,+. 66,++ ,,9, 'N.***f**+"-

' * **+

. -+ t.t +-* ' + - * * "r'*'* I g + +

r.. r. t w-

-"+ + es.*. .-.314,e,. ,,4 e,- f tt1

+4 44' t4&p.

r'*.k44.- l*+.. **.e x - rv, ++e + * * " ' "'-*+t+~- -+ +*&r

* * + '
- +** **

(J= ~~ 8' - + +. *

4.,e 4..e 4

-e,n.,e 3 e., e,+.e, j +e 4.. - 4,. 6 .tt. t-**F

* + *
=

i 4 4+.g.. ++*f4*** .+ +*++t++-+4' +t+-++*'**+' 4 +tr

+-*+**'a.

" *. * + * + * *

.*'e"++.+.*e*t-,~-**.*6t,m.+., **t.'1'6.*.*4,-

+= +t b+9 4-y i + * *

4 ' 4,v 6L-6... (

..r. p +k+ 4 + + ey++ .+4 + .t, 4. + + 6. e...o, .w ++.e., .494+.4 e.*.. ..6+ +6e>++ 4..+6-7 o e4., b 'l 421.+.4. h.a 4.f.*++.- -a. i._4.. ++,-t i+.-, 4 **4.

4 *
t 6 I. o, 5

.e 6 4 't J , -. +

e+2 te f.

+ f ++

4.,t t.+ 6 8 e<*'

..t* W

+ - +

-'1-*

+*t=+t+++-

t +-e

e-
4 6- *- +-

-.j.-.F.a-i*

9-

4.., e e - f y

4.. 4... c.F 6

,, + 4 ..a p+.. $7

,. +,+

++-* 5.-m ..~4 + +4 4, ..,o..m. 4. ,., -.,tu .,~..-f..,-..+.. -,~. m-...,. ..4 ,. o,..,..g+...,, n.. +. ..+,. n. m, 4.o t. ,1,....

- ++..

4. 51 *., 4.. o

. ++-

. L * * *. 6t

4
+t 6 I*+-*l

.. 6. +5. 4 .4.*.i.+.4.*4+ s* 9.s. ,6aa F,4'.-** f 4. 'L. 4 '.'N.**a*,* + +*e e, 8 i.* t . e 4 + 4',.H g o1

d" e

e+--

- - - 4**+*

,b'+,..*'.4..*'4i'.^-"*,i' .4 s +. ' +f *. +++,4*d..* +. - -* +

', * * ' ' '. ' ' ' ', '....'f.i

, - 6 4

s 6-
6,+

9. 44,,.+,..,

- +++'-*',-4*t'-**'**-*+ *--.---t og e

+-+++++-* '+*4-+$*+.+*- ..e+++,+4 -+-*t.,.-t++*+-*y*e.s---+,4.**..+++ ,..). 4ei,e+c+ +

6

..+a,4+4 e+e.**.-4. -* ' -

-'..*+t+*-+6. - *
+4*---+-..t+

-+e+

+*-f
t.-..r

++..--*c. . + -. -~4t. F.A.s,.,,.+$ e + 4.-+-t+44. . 4,3 e +t +41. *.* p.. e4*a4&e 6,,a*,.+6+t 4 '. 5 t. 4..e + t- ---+^- -g-

t+**~

--t e4 e +, +. j.w. ++t,.~. ,+8 4 ^ '

- + + + *.

+ + -. -6

- e-.b..'++.44+,4+

s**+.* s+ ++.-+6 64+4,-* .6-+-.y+> -1 4 6+,* *. &.544 -* .-4. t*+++

4+ k e-*'

F'*

4**'

--...+- t. F.**.6+.*e h +4 -, i t.ee. A +-

).

+ +- L &~ 6 6 ~*. + F+t+t-

1*
- +m
4'--

t 5***-4**..-. i r- - a. 4 , Me 8

t x.-A.

4. .e e,, e --t +, e,-6*4>+++.I *. i s.., e. +.+4+*** 6.+ .e.. t. e.-e ,p,

~.,. -.

v.a y..-.e ...e*- +- =

- - - t+-*

~ * - j

* * + + - * ' * -***+t I**

**'*~-"m~"*+*+'*+*~**.y***"'""~' +. && *+ +%a-a. 4- .++ + + + + + w sa...-..'e',, + L,.-. s. e ~.- +n. e "n.s. ~.+,4+. , < +++ e.+.+..,.......e.a.m.,., +.. - .... ~. ~ ~.- - +.7- ~ ~.. 4... r_.- ... -.........~ _.-.u-- a~ + - * * ' '

+*

+fe '*"'6t"' + . 4 1 c +. +

t
4

.,~.6. e,

t+e

+.4 e s.-+6 ,H,

w
+4+1*+-
>.,.y

,4 "a *s + 1 ' * --,'.1.-*++++e',. 4 e 6,.4tf+ ,, _...6....* +4If *** .e. ,. r. l -.... 4, e- ,4+++-+- 4 ~.~.4..a+4.~- ~. - -

e'--+---+e+~

m.+ _~.-- ...,4.r.6.,J u..,. 6. A c o m - -, *.. b. - -.4. - -... --

, +

.4 .t m. r --- + +. +

r****+v.- *-. -.

e

ss..

...4p..-4....e-+-.++..-4+*+9+4-~-,. A./ f, f, ** * + .m .o. :.i. ,,4.45.-*.4..-.-*a.I"w-- e4%,,.,,,.,.-,.i,v. + I'~*--" e

I.***+*+*~** "a$+

-+* ~ 4+r+

6-
~?-

....+ m. +,.. - et * + ,- '4++.-&+4

- - -**M*
-e+"
4---..

+ 4 & 4- * .-+**.4..* +.- ,.-4...+4.._..,.+-,6+,+..,,....,,,.. r $ 63 - g + - * ~..--.+-..~-4++--+*I+*.++-=- 6.-++ ++4.~+~-- ,.+n.-... ...ap.,...~. + ....++W+-- + +. + 4.,.. .4-=.46-..d+.. .+4 4'- ,4 + & ed.

e+6++

A49,.-1,,...e +- 4.+6+...,, o ~+.-5 -. -+

~ +.

e44.+ +.a+,: .....4..*,..+:i-e,.-.4+>. +'*-th**-**t*** 4p.. t+s ,. + Lw+ - + - - 4.,e e.+. ..e.4.,. - - + *- + - +.=+-.-t.+=.+. ,+++4e-~&- =****~ ~.

+ + - * * * - -,--

.,+.+.p.4 -. +,.+ 6 +u. .++4* +++~+ +* - + + - - + ~b+*...=--~*- ..-.s 4. r-+ .*,~++,64.- ++.-*' 44 e~~+ +4.+. ++4.m u-. 4 4. ..,-.-4 + + - +. +. - - .4 ..-+.4-++.

+

+ +++ + 4 4r ..~.4... .t o

4.e. *.

+ t** y 4+++4++e.m.-. e.-+*-+

*+++

- *4.+**'+4+++++*-++---*~*- f

1'+++

+6 +4. .s.. e +., + - * + + + *.. -4 e. 6.. &+-.4 ..I+..,.4 , -,, ~.t+4. -,.4+4,.-..+ r ,m+.+,-.. ,.-e...

- +++++ j r*++a+f**4*t-+*++++*=+-+++

..e.t . - +. - -.. - . - ~ -,... +-+-+ - - - . +-6 v.+

- - - - +*t-*+t**-e+-
- +

+e ++++f ++, 646-*+-+A+ +-.-* 4 .. +. .++.9 .+-6.e4 .e..-4++++i..,+34-+++. 5T 4 ee. +6e++-+.- - 4 te + +. -. ~ -.-*1,} ++,& j +- ..-e.44. n. s.**++w++- s+>-+>--+t~.~+,+>---I +3++++ .Z.*..++-.+++,t6.++ +-+++t++*-

* * * * * * +

-****+++,t+- + + + + - - + " .,~.>r... s.eb*,+.. ..l,4.~+- 4. +. ,.%,*...~.6.,,,.-e..+.-.+a--+-.- - s y-- * ~ = + + - + * + - + - .r+- . +.<>.,4.-*,.,.). ++ .++s. ++-r.+- t*.++*+,.+.s., + +++ + - - - .+. 1,+. .. +. + +. + -.,. +..,. ,..-4 e .+1 u ,,'**n+..,v.w+n+.+*.-

d*'****."*~. - + -.. -. + +
( *-a**t+*-*--~+*+--*a*-

+ 4,,-...r .+ _.... 4+* ....+,e++ .+.l...,.44. .+.r.-~-+. 4 * *

4. e.

4 + .+ .+ 2 +. - ~ +. .++..L

- ..+..p..

4

+ - * * *. -

- e e4- -.

- - t
6*+

+ + + .+

- -4
' *.~** - * - * * * ~ *

'++7-

- - +t-+*+

=. , eau 4+4',. : _ -, ' + - + - * - + - + '

+ - * *
.**~*-+*~

v.- .e-a. ..s.g.~. ~es v. - w. ~ + + + - ~ > + > <,. s s-. .h.+.+,, - +., + - ~. ~. - - . +., e+-a,.4-.,..++.36++++ +e~r.+*-.-

-~.+~4--

+-+++t'*-**-*'+++*4***'*' +-4* .e+-e +4-,, +-a s+++ 6 +,,. e + +4,.+ 4...+++tf+' *+**f.-**..'t-* e* , + - + 44 +.* -.+~.-6.O++t 4

- - &-+4*

- + + + + + * + - +*e++-*.*< + * * + * * *

- ++++a.

+++6.-+4-+ "*+++.*++ -*4-*+4**-~+ e e..,4++++ +++++t.--. + * -, ~ -. -1 . - + +

- -+ e t.

.++ w ++ +4.++-+4..4.<- e e,-* t ++ e + - +,e ~ I.64+ i 6 e t t a. y. + 6 4. +..

+*'*+*+6*

t.+4-v . I. ++ T*,, - ++*-+.4+F*+,*- ~ - * * * = +, + ' .4-**t+++6 .+ - +*-*+- a-=*- * + - a v + + + = * + +... - - - 4++: 4.-,.,+, a ,+t.,. + 6- .,. + + ++ + - +.. - -. e w-e-* 1++,. + ..e<-t4.+h,.,---++.*.-+ -++++++4 r t+ +6 + 3. 4..+.....44., -.+ w .4

.4-

++++.-+t+.++ + + - - +. - +. + e.+ .44+ t+ ., &* 4-4 +4-,.+, + + + + + - * + + ++++ +

, - * + + +

~+- .,94.+.+++ .++.,.+,m,.+E . ', + + + + + + +.. + -. + - + + ~ - + -.. - * + +-+ 6 a.-e 6+ b4 + 4 4.. -... A c e +.5 4- .46 . b-6.-* 4...a 4.+ .+4++++ +

+4+.&++

++4 4-4+ +.4 ++*6+*. w ++.- 4.+.+.J,n...+p++4.4+ +-. .+4 + w +++-+ + + + - ._6+ ,.+ ,4-g .+++ +-+p. -o+++-.-.* >t e*+4 ++++e+,--., ..s. +,.t+...-...S.+...-,-n..+ s.. ~. ~.1t' . -. +. +. + ..,.,.n. ... +..* ...,...+..t.., .+.+4+ . +,.. - +. + .+4. ..s 4.... ..-*,6. ..H.+s..+..n+ + +.,, - %. <4 --..... 4 .+.---- ,+... m 4+ . + ..~.++ -.r. .u.+ e r -n, +.4ee++++++++*4++***

- ++++***-6

+.+ s+ e+ ss + + w +e,++. s+.,+.v

- *, + + ~ * + + -s+++++++

e s-w.-s ~+,.es*-+ 4 + + + : ;

--+41 4., ++,e s n

n+.. s. ~

- 6-w**-+-=-*
-*+4'*+-' ^++*p.-.-

.e 6 6-M +++ +w. .44, 4-4 4++,s +.. +t** + ++d. .+ +9. +.v.+A.+ o.+..,*+., M..+4+...., - + + + + +. + ++..j.-a.- .-+-e+ +a.+. +: : * * *

+ e 4

++++f.c++ -.-...i+-.++ - + + < *.

, *.4.-+

+ +. +,,. ,._.+-,9+r, a. e+e,+,. =.+,++444+.+ **+-44.**

++++ '

.+++t++-.. + + + + + + + +. - 64*+ t 69,. -+++++***&t.+++.+ ~+..-+m-*+.+,-. **++4v'*.d..~**+,t*v++ ...g-4,+. ++.*+..& +* wT+e,+

y & + + + 4. o..

4.+ 4 ..+-(6,,9.+ +4 4++6.+ 4&+ 6++.+-+ e. p .+. +4,, +4-. 4+6+ + + . -.. -, + + . * + 6 -. * * .++e.++.. .+f*.H4 .. s + 4.w o a 4 4a+ d., A 7 a +. e. .+, 4+- .+ . * * + + + - - * + e.4 4

+ +t.

'+*"+'-+'**---+*e.4+++-

- +.

.'+,'5 ,e,++ .-.t** s't.+.*.***-** *+'.'et+-.+ +. ~...,.,. - - .+ t-"'

- - - - -*+9-'
~-*****P

+ e F'

- t****

' ' * * - + - - .J ..6..t r' f ca.-+4+..,+..e 6,+. +t

- - +++-*+1

$,y.a4...++p+ e.,7, y.4 o -+++.+.4 +6-..., e ..4.,4... .++ 4++++ '*+++t*+++' 4 L.- + .4+, '"+++t+++.t+ 4.we..+ 4.

4. p,

.-.4.+.t4,,,-.,+ w.~..+ + <. +..,,..++. -.+-.-.4 .+++4u ..,+,k. .+ 4 e. w 6

e..

+-++e4+++, +.4 4.. ..*++w+4*- e4 +. i a + -4 ,.+.4, t -,+, _-. -++4 n. 4++4++4-..

-++4+-..

r.+++-e-++-4 ...........:+-$. A.+ .r u-a .4--._ ....+r.-,..- 4.4 ++ ...+s .++4.t++++....-.... e Fe4. ++1-.. %++e..t,e.>. 6.44,.4.,*++4 +.w 4 + ,t..+,4., 44'4. ++.4.6.e+-.,. >4. ++ ++*-.*4 , +. - + 4,++'.t 6.,-+t. r++ + + + - + - ,+ +6 .+.4*P.*+..* *. + +. *. *. +. * +. - *,

- +.+t***<
++-

+. +b.--. ...6... A .-e,+ +w ,-. p,n. ,++g+. .-..++4.+. w.m ..o , m e 4 4-&.e-+. +, ..+4 446 4+.+- 4. .e++

+

4 . +. + + p $ +,. + .e . 44.+ + + + .~*.++-.o ++6-v.+. +-e, -,.w,.e.v. -o,. +-. +,.**++4'+++ + ...p..e-. .,-v m,+ w.+<..,.,.. .+.,s.... pg,. e...* * - * '+++et*+++- e,--*

e.

,,*4,+++.,+

p. t-+

,.+,+ ,.m.-. . ~.&4,

4- +.. +

t.+* + + * - +

* + +

g .7~,..*++ ~+*+e'**,"4+..t*..* -++ ++++4-*+w +++ .+4t+ +*.,.,6+ * * *.... ,e. e w & 6., *+ F*+. +,e.,.,,+. + .,....,+t-.4,,...... o

9. 66 e4-. % e.

, +4 4..,.-+ e+4 u t . ', + + + + - - ' + ++4,-,, + s. +

--.444.4
..+-a.

. +. e s.. +

4.. - -'

.+.u.f +6. g .,n,4.* 3 .+,++, .4 .4-'-.>#. . f t++ ..., -v.-- ..e.6 h +4 +4+ ,.o + } 4 ..-+&+ .w. 6 -.. w 4, + + .. + 4.+~++._.,. u,+--+..+ +. - - - -, ,.6,o. ., -. +.++,+ .... j. +,... .w+ 4 4+.. + + + 7,... ;n+,. +++6.a,...,,., .&..4 44 4. 6,,. 4 q. + -.+ 444,,4+ is.4+4. .+e..,,... f -*..-e*..,. +.. e qw+ e. _, +. 4 +4 4 n o 4.u + +. 4+...+.+ .+ +...e.+**

a.. ".. f + + n

+.4 4 .4,+.,...

r*L**...-,**'-s*++4*+++

+4**-+++6+ c+.+ .+o ..4 ++.*.4.4.*m. .2 eM.++-+._+ b.*".q*.H..+ *+6'.*t*-*+++...+*.*.-.-.-- t. g4 5..+. 4 ....,.6. + f 3.-,..--.,. 4,., ,.4om. 4 6.r.q .4.. p.o,, .+ -4 .4,4-.-+.. ,.I,.... ...+,+..+.. -, + ..,d...., 1 I.,.-e,..~.)6..,,,..~ +. - + ,.gi ,.,.,..,,...>I.*,,, ,S . ~.,.,., ...,.._.,.5.+. 4 ,L.s,&..,. ..,,.....,.+ + 4.& 44 5. .,..m+&,.+...++,g-.,..4... +.4..4..p.,e-4+,.... I. ., + ..+...4..-y...., + + ..,. o. 4ns...,4 64 ,+,.7, r. ).... .4.,4.....*4,.+,L...-,.- ,.4%.4 4 . + +. e. n.+ .e++ ...,.....,4. 4 y e.

,.,.,+4.,e 4,-

..4.-4, ,.,.A.., t . +. p..,, 4, .+ 4.... 4.. 4.. T %. .-.b .++4 .o ..,4 4 %. i...~.,.I..e+.++.,. ,+.......,, w., ....,.y.4 ....,,..m.,. 6. ].,._.<.,u...,.5 ,.. ~ ,,..,y., .+......... - u L#.4..,+,..,,4,...,.v. .... l m..,..4... re.,..,4 .+. ~, 4. 9.. 4..o.._.4 c... -1... g 4.... 4.... 4.,+,.-..-.. .6,. g .4 ...,....,. + +. .g... .s .,...,..j.. ,..a.. ++ + *-4e.4.&.-... .+p. %,,,.v. t .e .g.... 4 9,+.- .%+4+e.....5,,..p.+.,.,g..1. . g...,.. p.,4 4. A

9..,

e..*+ 3 s4..... ..+.+ ,.,,-,4,+4 +4.,. +o a...,... . n. t.v.,. 4.- .++... .,,#4 ,.... ++ +..., .*.++4..+. + a6+ e. + + ' + * + + + t (. 4... ,4, +m,..6. ,.,++ l. a...e..~.4..-. .v. 4 .4 ._4 6 6 g ..._p.....,......,.., B.,.+++,.. .,,+ . -* T

+

4,+-.* ,,. + .m..,. _.. .m ,,,o. _ g .4 ,J...,.._.,1.,.

lO..

.o.... .m... .,4.... . p.,........ + ...,.-,m... . d-.. -4.. 54 ,I 4. ......I 4 +. 5......6. 4 6 6,,..4-, ..g. .s. .uI.. .9 r.. .2.m o. ...tt ....4. 4. . k. 9 4.., + U+4......J . +...,... L, 4- ...,.4.&. .,.,..,.. 4,. .(.+ >{ .(++. .6 + ... ~ ,( ,.....v44.. .., i_ .1. ++...L, 4 ...4,,,..,,... + ,4..y,,.,c.._. ,,9 9.., 6., L. 9.;. 4 .m4. ..4.+.,*,+.,6,t.7 ..(. e 4._ a u,...,... .1, t,,[.,.,,,,,.,.,.. + ~ .6 ....e.,. 46,. +, 6:. ..s... 3*44.,.,,....5--. .. +.,.,...,..o.,., 4. ss. ...+,.,,...u,,... +-., .. ~.+ ,.v..,.,.+.,3 w+ + E,4,. +4..., 4, ,..,4~....,.,,a,..,,,,.q..... + +py 6 6...-+.t 4. o . +.., *. ++.., +. +. ,...9 ..r +, +1., 4- -4.+,,e,. -,o.,,,..,,.... f +.4.r +,+n, e,. t4 .-..,e,,*4 +... +.. -.-. +- +.-. +.4 6 .L++J..- 5, 4+ ..+ -.+ -4.. +.. a. .+4eo +

& y F..,,

.&t 444 m. .%.+.-. .m. 4. l .,e+ 9~+6.,,..,, 4 m,4 e..4+t +,4 4..{. e,., 6.... ,*4&..e.- '-6*6.,.,

t*9

+ *+*

...i..

...+. +

*+

+f* ++ e.

4***
- + +.. =

.a .t,*-* ,6.6..

4 4..a.,S,...4,.....

~4,+...... .-*n.4.. a e,.,. lp... . e,.6. ), e. ** 6 +6.. ., e +*4, 4 ,.t* ,. + '.. -...,..---4,.t i.. ,...o., t'6.6,+.. t ,.4.. ~,L.,..a.. 4. g..,.,o -.,,,4_.,,. 9 .. o 4.. .+..,,6. p.4,% +++,4 .. 4..,u..g., .+ +. p., .ie + I,t o ...,&4..,. v. +. +

6. j a.

6++. + a +,e ++ + ...p .e,.. 6 eea e,, ,,t.. t. 44- + ( ,6+ 4, +,. .p. ,4 ,,. 43 + .4 .se .a A 69 , t 4.. 6. S. .e476 4 m. 49+-

).

4.4 6 4* 6 +-, 4+ S ,.4 a. '-j.64 t.* 4 =. ., + - -.,. +.3.. s + .+, l 6 G.,. amm..... e+ .+..o,2+. . ++.4T.. + I. e.. .*6,. .t -r-

f'.

+** ( '. {' t + ... r ea. 'r 4 2 . + +. _ t. +a,, > i 4+ ..4- 't*

- .'+.4.,+,l+6l i,...t,.t-

.**+. .l. .4 p 4. - g , I.,. I,. -..r-.. 4, ..,4. 4 ' +. a ,+t.... . +,. .4 .,+ - e,. m ,.p .-+4,.6 -. +. .,4 a ..,.., +,...r..e-* . + w.w, 4. 4 a.... d. .+i.6e., +fb+ e.g-.... ea 6..+,+.. eu. ) m.ta ,f .t.4', o j +' g..+. g .+., 3 g. i. &. t : 4 ,a ,.6 4 e 4g L s b.. .I 6... , i. a> 6 + .e.s .h. .l 2.. ......-t.... i 1, 6... t .l-. i, i .l... 6.. i....g ai .4I e.,;..o.ote :, m, o.o t &.' 6 I; a.. o.ois.: +=v o.oto. k=...- - -0.022 %.f. o.0z4 a, 4 0.0 1 6,4.. = .I,,... 6.,. .l... t..... 1 1. .m f,. ........ _.,,....,,,...,,.. u..... s ..4 l_,.., 4.... .........+ ,,. l-

d..,..,,.,.. g.%,;.L.,Vibrab.~ e..bn.x.A. u a......

.., t.. i. 5 . +.. ~.., i g i g. p 9 y .. = t. ) i .. +.+., ,s a . 9 s +gi..6. ,g. i..4. 4 .c. +6...- .g. -4.&..,. i. I. +4, .w ,4 .... r, -.g. +.,. -. g. a ..Ii 6) ,....-+.s6.. p ...e 9 ,4 t g q.. ,s,.. .i I. 6-t.4.- ..e... eu., a4 ,k %... .+.4* .6 %. 4 p. ,I. ., i .A. el {., I .t. .g ..4.,..l. .g.. 6. s.4 . i...i,. g.. ,s. y. ...a.. 6 +.. .p. ,s r ..=o.e+-.--e......,...,. ,.....+ .6 ....i.. > ,6 .,.t.. t +. a ~. e .. +. 1. .6***6, ..m,..,,.p., ,e.,.o, g _..,. _....... i .L... .0 ,t. .f . 1,.. 4,.. ,=..,.. .p i = 2 i.... -l'

.... _...'4'.-

-...{a. .,...,..I .i_1 ..= ,. j .,9 .s.i.. l,. .g.., ..t ,4. g g. .4.. i.... ..+ - - -., .t .l. .l ..] +. 4.' .i -... .l. i. + .8 .f. ..6 i 6 ,f. .,... r.... ..t.. .._} ... +. ~.,. i .T.,... ,t. m L.. . 1 ,e -. i. 2. j. .f. i i. -l g 9 ..4 ' 3, Mu.arn to e he Imli

m

-.-r,-.._ i,,.., -.~,..s...~...,.e.,-,. -,...-....,u.-

-p t. O' M W as 3.mos ~ 2,.,t.)...a--4e l,+ e }'.h, e 6i. ,t t,++I. 2 ,s . -.1, t. H, ~, e '.++e,,+ w6 4 .s 44,, + - * .**6 ..ie ie r.a ?. .l.*..+*- ..I ' *. - t *.. 9 -I. L. 4.,5 e.. 4, !'..+ I, 4

4. 4 of 2 '

..gt .,-..5., +t, , e 4 4,& e. a. +..* ++4. 5 ....),.a +'**".t,5.I,. +,+{e. A va,46..o

6.,k t. +,. 4

,y4-.,..+..,.+Q:.4..-..- +r .... -9..... g 4e.44,...,s. , s,+6+,6. 4 ~ ,++,e ...ee., 4 4 +. v.4.-. 6 + >4...* t. e. . r. ..t.. 4 ,s. 4+ q,-' a +e ....e6a.. + p. g.

51 9

2 +-+-+..t+66.*+..,-}. e,-e.-, r+.*****4.tmP.4.-+.-*. l +... - +=* .4. +.+e... +, .+ - -~. +-.e i +.4 4,6., 6 + 4.,+.+. ,64, e.,45. ,,.s e 4.. .s, p. s.n46, ... 4 4-e +.. 4 .g. &.,4.

t..

[ .,.. -...;, e.4.. 1, + + 4. +-+..s. s,e...t.+1.**+t>.e.a,4+.6i i..+4.e.+,,.4.- 4+ y .g. ..e. ,.a. 4,.4 si .a + p. .8 4 + 4 ,..p. e t 6, 4.+,4 + a.. 6 e.4e+ pa 4 .).,c..,. . e.- 4. +4.. .*.. -.,. ~ e .4-+ u i4 t +n+- 4 +.^, s.. 6, .-+. 9 --d + + 4.j,6.ei,6

.5

++ .,s-.-t+=.** l..#,. l. .,i..;' 44 .j.,

4,,,..

. +,.-. n 4, a e ++.4,,. + v49... 6.+4.,e++.. ,c.+- L 6t 6 .p.6 4.. 1 ;.4.-.s.,4,,v.,.,, 4 ,e ,e 9. +... i s, ......... 14,9.,. .,e w },..v...,. 1 .,.n..,.. .o..... . -... g g$ ++ 4 i< ..u $..u., ,4 i .%... w.,.

- m-l

+.,....

....., +.... -.........r - s. -,+,..4+.,..,.,. _+ +.,4.+. y . + +..,+4 A+4 4.e*.. - m,... .. -.. +. ~..... -. - 4..a.4,4.+~.. -.. - L.+.. ,6 .,4.r. j

e. h. + L.4. e.. +.... %...

-.4+ ,4..,.,. ~ +., +... t+** 4. ,,r.

* + + + - * *'

j. ...., - 3 ..,4 .+4++ +6-+' +&,.&.-4.+

b.,.

ei.. + + * * - - * ' -.

- '.'4,.=.*-

+."4- --t' .6, I+*.+"4.,*.'.'+t* .t'- '4. I + ,4.-.

-**1+*4

+&+. ....* + -. '... +.

e.

'.t i.4'..' ** *. F + +.,.' < e +.--i5a+ .c,,,t.*t* 4 .46e t4

J 2

. + .r g t +. .>+ ., +., m. .~.t+,.-,I.,.,.4..., s.+.,ea+ +a.,...* t, s. 6..,. 4+,. i. 4..+, ..*-.4 -4 .-. +., -.

9.,...

.+.,.4

+ +
I +. +,1

.++.t+... + ; 6 .i

+.*

.+-+.t -.. 6. ..+.*- +6 ,v. t l. 4 &a 6o ..,.a.! +*.t. + .m ,4 4., &+;

. 4 f*

t o.,,, o. a,,a6 .. ; f 4,,. ..++.64.a+~.+ .l.a .{+..+,...-4 .+.4--n, se+., is.- +-e+-.4 4- +..t -.4.-.~.e--+ y +. s 4 . + 6* .. + - + .+e.-

++++.-+.n.+,...+.+.-

..p + + +..,. + 4.+..4.+.,- ++*4 .4.e.... 4, -.4,.,.,.,.. + s.. -.

h... 4. -

+ +.- '.' - '- ~** '. '..+.. 6 l.~..,.. t 9.. e+,4 4. +j + 6..* g 9 5 .. I.. 9 -+*

t*+.+1.

~ e.++* --~'4 e 4..., 8 e. 4. +...,5.+. 4 + -6 -.+4. 1 . ~ '4'..+

6+,.

4. . ~.. e s.-u m'. '*-.+66.~.*w '.'t.+. = * ~. '.. * *... - '* '~4 + .+ -

- o,4 4.

. ~ ~ +. *~ + * - *-* '~~4" - *-- + 4

-'~.T~+~a~ '..'

3 '. + +. ~ * '1 ~ 4 ,+. ,, + +, 4r.-+ +.; !+ 4 + -s -,.** -.~,e+e.- -. ' +. ~+. + +++ a +,.4, ... a i n,. ,,..,,..,4 +4,i.-3+~..,,.6...3.lw,.+,4*++* .t-... 5...,.s...t.

t, * ' 4 s * * *..-.,64-.*.+

r+.'+++M.'~ * + - * ....-.4%...,.4.,..,.-4-+. e,4<oa+.el+.i ++*..**

i,"'L.-

A+*** l + + -

++*f*'?.'
* * **+...

4c.e4....~++ .++* ..... H+,s. ++.4.-44,,.

-.-,i*'
tt 44 4

,6-*t*+ ,++-.t*.*. a+ +++ e *. o ,-4++ ,. + ~ +, :...+ 6+. 1.54-,- 4* -++.-4 e *. - tf*. .- -+.t++.'.+... ~...--_-+-+++-4~. _. -. * *_.-.j e4& &p, u -6. + .e + e. .. -...m,%.....,. _ ..e + ; .~,..e1,.., 6++...e4,-+ ...,+4+' +... p. ,v .. e. t e. + - +. -.. .a......44...-34 + +..O.+. .+ +. " +m* u.,. 4++.. ++ * + ..,p+ .4 w. 4.4 ~-+f-. - -, +,.e.- +e+f++..-

.++++-. '

t-..+ ,+~--4.... ..,~ +. +I2 L. 4 o.+

4. A

.y.- a.

4. 4..t...o.

+ - -. 9+- s.. + "d***+ -.~. -. ,e + + -* - * '. + + * + + -h--*-**.4'- t+*

- - - '[.'*

. 'p -+* * * * " ~.a

+

. + * * + + ..+~,r.+,ILL ". + 4 6,..-. + +, _ _ ,p +e+H.--..e..-*-,. -.. - +-

-, - - +

1. .l.--.s. .+ r..+4.~~+r* '-**-*'***','l-*~-**+?***.., ~ + - ~.* ..m- ~ * -..., -,. +.....-.... ,A... t-+ - + ' - * * *+ r*4 4 6-

+***. + -**
* * * * ~ - * - * * * ' * - ' -- + -. + + - -

.6.+.,*. 4........ -..,...4.a, -.4 +

4..,.a. + $ ~.. 7 -4,4..

....e.,. .,. + ".-- .+...c + + + ~.. +...*. ~ +. -. '.~.+++=+4+e+.. +e..4.-.,.+ n o.,.,4 J.4 6m 4.-.-+ ....4 6. ;- ,4 2+ +* ~*.&*-..~-. +- - +- m e.+ . * - +-. 4 +. -. .6 +..g- .. +

- ~ s...

4 .+--%.~,.. 4 4e. ..., + -, - -. + +: -. ass t. +.4... =e+ ; .e ..I ._ ++ .4+. ,-5 6. 4.a-+4 4 t* .44.4.4 ..o,.-p++, .u... ...,++..-.++e-+. - + +, + +.. +. +. .*+6 . - * - + +. *. * '-4+ . -. - -.+ ~ ~ ~ * ~ -.. ..s+& + +:+ > + +.

4. -.,.

..4+, $.4,,-..+ ,% ++b..,...-

2

.-6.+. ..-e. e 4.- ~ + + + .a+++-.+.- **++t*e..+ .+ +n +. e+.- + ..t,, e.-,++ a++e. --,t*+4 e"..~.-+++. . +4.--.- ~ ~. -.. - - -+.- W.-- -.. -v.~.4 .e-4 e.*++e+.+. + a 5 ve.. .&4 .. +.

.e++.-

+==== .+..+ - ..g ""+ ..-,t.,+ + . t+t.-++ ..+M+ -'++, -- -d +. > - - * ' f

* - - *++.+.

+*..e*.+.. .. -....+.e >+.+u.-..6+.4*+.* .+..*=*-+=4.~*-.'...* +..w,A. . Q -.- 1 . 4. v6o,4 t, I,u... .._- e4 t.4.,.r,& .t-.-

u.. m....,y-..,..+,u,+

A+$ -4. o 44. .. t.4.-. * +. +.+.: 6, +.T. w. . a 4-.

.t&

s... >ee + +-.. 44 ..s... ,+- 4....*-...v .e,-.'.$u..... +4*+4 .+ ..++e &.'+- ..a. a+1 + - - + ---d +**'***=*.* . ~ M*==-

. -. 6... /) %f
. +

++ no+. -.. +.. e-t *,.+ +-r..,.+. ++- s. t-,... ..++o,-.e. ..+.4.+..-. +......, ..o4

4..,w+w o p

. +~ .u,+,+m+... - +. +,. -. .+., ~..,~-+4.-+. ~-.t.~~~ e - * +*&+ .,..-46-..,+ + 4.-. ,,,e.-... wwn,m w4. e. - e. s .-.++e+,+

- +.--s~..
+

W. -4 .,es,.. .~la+ ~..++.sv.....e...~64+.- +++ ... 6 ~.+.s..+ .v.. --+- ++ 4 ea.a-.-..r.+. I.. + ~.e v n. 4+. 4< . 4.-n

++

4 6. 7 +4 ..++. +.++.+6++..-+. 6++4.-en+.+' 4 + L.-4 4.++o .e. .o.-*~ ,. + + +. ~ *~.++t.,... . - +. e-. .-..v . +....... ,,...+..,- -. n e.4 4 +o o 4 ,++.+.4. -+4.*,4***.-- *++f..-

- +

-e. .+.++ ++-4 ~, +. = ~. *. ..4.,q.s 4..,..+. -...+++.,

+tH.++

....-4., n+.,.u o.++.... ., oL #4 + -+--l*..*..*-' ~. + -. - * ' - +. ~. .+. +. ~ ~ +. ~ - " -.y .-.4%+, 4 4. +...p + . + + -, ; e t ...o.....-+i..., +.... o_,, 6-~ 4 +...y.. .. w 4 -...+ -4.-... _uo.--+ -. + +. I +++- -4++ t n +,m +'*'4"

". - *. + ' *

(.--.+r+.-..+. .. +. + . + + - + + .. -. +_'e*- 6-..--. .+-o-+e+-r+ +*+& '*+*-'l.t++ W +4+++ " + - 9.+.-t.a ,4***-.

P-*

....&,.4,4....e 4*.o.._ 4 4.+.4. +...o.1a4.. +*.+.6..+.< 4e,.t*.-+-. 4+

+ + * ' **+AI

"++*b**+'+ '***-+t**** T'** o o' -+ ..a.-+++,..+++ + t "

t..*,.*.+*.+,*.*4'.."+

++.6+4 +5.+ L+ o++,. +-.4.4++- ..++-e+6+.+. 4-o + 6 o+ o + J. +. +,4'++++L.-. ..94 w+ ,4. + + + - + + + +. + .+ 4-.* o+. +++ .o 4 . +. - -. +.. 6.-.4.... .+. , 4 7 ..m(+....-.-,4.o.... .5. w4,.,.4 ...-+.o..++ 4.,.+.%.u4 4... -,. u.4 .e-.. 'U,.e.l+. +. .. e. .6,.+. ++t4 +.+ .4.+, .m.... ..a. +. .,-o.+..- ...g -+~. - +. +.. + + wv. ..*-.4

o..

... +.

-+44.,.-... e4..

.4 .m. +4 --& + p+.+ v.+at m.- .. _o..+ +.4+&- .+.. .+++4.t ..,4e...+., .+f++., +.. 4.-,.l++ .+4+d.--.+-+++.++.... .,. + 4+&.+*+++..,--+.~.i+.4o++. 6 4 6% -,4*+6+~ },~.. v, a.+. 7, ..4 +. 4.. e 4.{.+6.+o' +. .w t,.5.; +:,o,+ .+ - - + +.. -...,4+9. o. w++ , + + w.. ~.. 4 a m.+.,.&e+.e.,.,.,.-s.e.4+ +t+4 4+6 - + + ++4.e r -. 4 .w. +. -. + e 4+,.. +,.. ,s ..4 . *..-.+%+ .~.+.+.o.+. ,.,v.e.-++. .++6 .++. .+.+++*v w ,., + ++ .* * + + o n, ...,..u ... k 4. o4. 4.-4.++* t 4 ++.9 +.++ . + + +. + - * ..+ .4* .+ +.. o.+ ,.o. +. 1..- ,+o ~.,,, o_ 4 .o -.++ ..-u. +.w. 44-+.~+ . 4. 4.. + + +..... 64 ..+.. g I .. ~,. + +.,....4.-+4.-+ ...,+w, ....,o,, -.4e.+... .., ~..,... .o.,.l..,,-.,,,~.~.*.. +, +....4+. ... + ~... _ i o..-w.4.+. ...+,.+ ... +.._..++o. ~-..+,.i,..,.. w + 4-. 4,.. ,.-..,.no o r + +. + ~ .. +,. i .. ~. +. ~.. +... . 4 4.. , -. -. +.. 4 + +.4.. +,-,+.4+4,+u..+. ,%..~. ..4.+.+.... r m .++.-t ..w.+,.. .+. + w.-*4.-,4. o, ..o. .+ ~ .. - * * * + .+ .I++.. w6W6 ++. + + u. p e u ... + - ..~.-*.+46*+ -,., +,. .e o

j__ -

4++++ -o **4+..+. .++. .....a+4.+.+. ..,wlo..-......7..

%.~.4,.,

..+L.-el.++..+.. .6+.w.4.,

3. +H. s..oe...l.+.,,.a. o.y

....+,244 ...e . &4,+ +. ..... w. l.4., .+ u,4,+.+

+.

...+g,-. ..r,.+.,o.4+-- .&.,o..+4,,....4.__. ..,.4.-.- + ...+.... +4.%..+ o+ 4. ...l..+4 ,6..r..... .+ .+. ..+.. w.4, .A.- . -..+4+.#.g,,.,..+.o e.......

e.._

H.4 ++ n .+.o.+-.-.++. + 4e +. + .+44+.n.. .. + .m .-...+e+._... ) 4,..e + =4o. A e. - -+. - . y,, 4 A.,. t,.,, ....u. -,....,....,.,g.+4._. 4.,t.-. v.,4.++ 49,.+ 4.e...,,....,.o ,o., p - e.,... ..,,,...,o..........%.4. ,+ 4. i.. .a 9.. ..%.+. ,r. ,.,. + )+ ~ ..,..... -., n, + o 6 ,..a. .4, a 1 ,s.-...+v ,p

p.

.v +...++ &.+.........+.... w ++.e..,.. q wg 4+. t .n e. .+ o.. . } o.. m,. ,.+,-. .o + n. v.. v.-.- 4+. ...n -..t' ...+ 'ru. .n s.++ + .+.~...e..v4+- o. 44 h.,.+-++,..+..n.,.4,.,... e..+4.... .,,,p... o.+..$*.,+ n.,++.- + +., + ". -.I'.d,.*. .+.., 2 ....,..,,.*r*-**.*'Wi.t.+

- - +*

t,4, a 4d. f....,, 6.--,.,l*.,..,4&,44., ..4,..-+ ..-.-.4.. + ,yL. C -. e.. sv... s.4.#. + .,s.+,m.3-+ o, 4 1,., ..+ .v + .n .+s r u +4 .4.

. f l.

o. .m++4.o. eu, + + a +4.*+ 4+ .+ im. -..+... .e. + &.. -. -. - +. m& +++.p e .e o,u, 6-+ v6 +e++. +e- .,p ...L....,. -...l.,

.4. 4

+.y. .r .,+.-4,..,.,m. ....L...........,.. ....1,....m 94....4. .....; a.e.. ..4 .n,. u..,. 4 .o... o ,...%9 4.4 +.e.m... .,J, ......}6 ..+4 +..b...,,..-,....o, .e...-+,..o.. . + + + ,..t.g+ ,.,,.,.+44 .t..+.

--+. -..

.m .4... .u.#. .+ ow.. .o,,...o......9 o,., ..~.., -...+- .,$+4.. +..+.. ..,.....J..4'4.,.+,+.~ 6,.4 +_ l,s..$c. .+i..,.. .....g.......,..,. .I.. 4.,.. ., a w : 4. ., 4 m,7,. ,, +., g....,..g.,_..,..,.. .[ 6 ...o, .l.,--. 4 o .ye.4. -.,. +.. .,+., _,p.,.p.., ,..4.o .. ~..- .9 .4... .4 o. g +. -.e.. ..r.4 .o s .-,,,.+-+.....-a,..e.. ...,r.,,4, .,...e a T,..,. .4 w.,o..& +.+,.n .ey ..-4,o.,.,,,.. < ~ ...-o.+, .a.4.+q)...... .e.. I,e e. 4 ,4 ,,+4... ...,,...~.,4..-.....,,.._m t..+.+. .M .....++4 ^ o,s...... +.....v.~.. , + _ ..i_m.

e..

4,~~ ..,. we w -....+- s 44, .,4.. 4.,.,... g 4. ++ ...i. .,4, +..,... A 4..$.u.. b.* 4++ .s... 4.. 4w .o.~4,., ..y. ....,t.,,,,..... 4 w.+- .$,..,..,.4u...m....,.....,.,.,.. r l. ..., 4 g, . m......... .,44-. ,I...._.,.....,,. p ..o +.. T.,...,..... -+m. .[ _....,.., ....4. ...o.+ o.., .e .{,,.. i +.. . i 9. 4 4 4.e.. m .. -... +.,..p.. I.... .{. .+.j %e,.. e . _a.. ,m. e.. +4..,, 4..,. .+ e.m..,t..,. -.. g,-,.-.,.. p

1.
,,.,.,.,4+

,.....i ,., J.. p+ ...~.4-<.,. 4_ 4. .+.1.-l+.... +.-49,,.,,. .4. p,* .,.+ .v.. .. _, + ,..t.... m. ....b, ,,.-.,4,*.+ .y.... . p. o.+.4,,.,.. .,e.,-+.*w .t,4,..-.. 4 + 6 t.+..,4 4 +t H+ i- +. (, ,..+6 .e.,.+9.,~. . w .,44.. e ,4._+- e-o,. 4., e... +..._&,..... .o. o. ,+ %w ,.,,._,,m_.. +.%-+j+..,.+ .p.=.. ..... 4.,.. ...4.. w +--*+ &+ 4,,.., ..[ .,1.I,. L + +,...+ + 4 i ...4.,,,. ~6,. ,y ..4.r. ,.l#.. g.a.. .*+. .4..-... .-~+6...... 4. 9. 4..,4-..- .. t. *f, ..,.+.,o-,.. L.. ,. 4 .g ..-4,. ,.o,. n ...,4,,,....._; ,o,., ....,4,.4 o+ .4 . 5. 1.. m,

o. J,.....t,........

.6 ). L .4.. 4 8 + + ps, a. .,,m. .i,.,,. +..i..+t,., +4. 1 +.+. +,-

~,.i.

-i 6.. ....a

6

,..,.-..+... ,9. p. . {., .. ~.... ,p .t..4 .A..,. .........2.. 4 e ... {. 4 .,..{...., .-{. ...,I.. .4 to .4.2 ( e4. ..,,6,+, .+ce.-.+.......,m ... + +. + - + + . l.., .. m.4,.., %.-.4.,.+.+ .+o.. .4.. +.+ .I. i l..... 4,e.,. t4

e,

.,e...,, a... 4..... 3 e,44.,..., .1.,s

4. 4...

. +.. s- .. ~. +, + 4. .2 +,.....4.- 7..... ,a.fa ,,,44 .. i s ,..is 6.. ..,6 + ..4.%.. ., e. 4._. ,g A .g +....&..,. ....4a +,4 s,,.~ .4..,..t .6 6.e .4 6 .4 A. I+..... 4. m, t +.j-... 4. . e. ,I,.4.-..-+a.. F ...,.... +.... 4 u,,.t....,4,,w..-.... e.,6.... 9 + .l-

t. 6. m..

6 11 . ~.. + 4 9 ++ ...) +, ,.....+ +....,.,...

+..e

.4.. ..4, - o. w. o, .o.,.. ..,.+....- ..6..-t .+ s r. 5' i a a.4 4 34 .e. 4... i. .) [ l. 6 4 4 ,.it. . pAA .6,, 6 o .+ ] ~ .--.l. .l..-.+. ,,f. . h,. .l...,.,.l l ..<.i.. +. .i. i., 6 n....... .t. .3 + t'. ,4, .g....4 i ,.,l~... Qg c , ye y ;.._ .t 4.-.... y[(. ,U, ..I,+ .U A# a. ..........A i.....- .i....- t. 4. .a ..m ?

AMA,

.4 4+ m .4A .A A ,. s Ge ( . y ,t, .I. . _. 6-4 6 4 .t.. 4 ....t..._e e. 6..., l_......,...6 ,t,,.. _ _- 4 ,4 4

6

-4_,e.._. ..g ,i...t...g .6.. p .l ,.ee. . l. ..I-l . {.. ...I., 4 .g. e.. .a. .i.. m y ._. 6f a.,,. y. m b. ..dev.. -. -. s' 2.~ p 1.M.:...... 9, t e ,. S.. -. ....t..

t. _.......

2+ i . a ......f... . -,..i. -. -. n t.. m _.o 2.. l.1..,. .J 4..... i.,. m ,-. ~ .....~.....,..._,...4... A... ,.,o ...,t..... .g. .i...-._I 6 r., ..t... . i....,......... 1........

l...........,.

.+...u. +....,... .~. l. .i. ...l .l. .l. ,1 l. .4 ..+.. ..I.....- l. .l... .......T..,~,.._.,........ .i + s s. .. 4_ ),_.. s ...). .f. .. !. ^..-....... t .l. . + -..... 6, }. .s. j. [ .] i .m., [. .l. .i .g.- I,, l.,....,... l _t.... .l.. .n 6 . l..... t. ,....... 6 ~...w., .l. . t. n..... ..,.n. .g. .,...6... .j-j g j t

a.. 6 l,.....

.l. 4 .6.. ..m...~ p .g.. ..] e+ ..g.. ++ e g .a. ..+1 6 +,. g . j..j. ..+ a 6a. ..e. + .e e ] .j. .g. 3 .'D.%.ps.arn to I he Inde a ~ ~ _.. m.

e RELATIVE DENSITY TEST DATE 7-30-84 Yd (max)(wet) /o6.9 e (min) JOB NAME plane 1/ca //e Ya (max)(dry) /o7 5 e (min) JOB NUMBER 7429 ~ Ya (min) 9/.4 e (max) BORING NUMBER Bag * / Yd e SAMPLE NUMBER / Dd DEPTH (FT.) S ecific Gravity 2./o3 P MOLD SIZE lao G.a METHOD-MINIMUM DENSITY /~unnel \\//b. Amp ///ude - 0.0/75 (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Dru $ Gle/ (DRY OR WET) 130 120 120 110 110 Dry wet p;f />" f-- 100 100 f f' A w s w U 7 U 90 90 I i U 5 5 o a y 80 80 E 2 S 70 70 ) l l 60 60 O 10 20 30 40 50 60 70 80 90 100 RELAYIVE DENSITY Dd PERCENT )

9 REIATIVE DENSITY TEST DATE 7-30 -84 Ya (max)(wet) /04. 2 e (min) JOB NAME p/on /- Von //e Yd (max)(dry) /as,g e (min) JOB NUMBER 7429 Yd (min) 86.0 e (max) BORING NUMBER Bog a/ Yd e SAMPLE NUMBER 2 Dd S ecific Gravity 8.67 P - 0DS E & ff.J METHOD-MINIMUM DENSITY Funnel (FUNNEL OR SCOOP) Vib. Amph/ude-o.o/75 " METHOD-MAXIMUM DENSITY Dru/(.def (DRY OR WET) 130 130 120 120 110 110 Dry A wet // S 100 100 W' s f/ m m N 90 90 f i i b / b E a E l l ~ g 80 80 E 2 i 70 60 60 O 10 20 .30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

e. RELATIVE DENSITY TEST DATE 7 3I Yd (max)(wet) /oS.8 e (min) JOB NAME p/oof Vog //e Yd (max)(dry) /o5.9 e (min) JOB NUMBER 7429 Yd (min) 87.3 e (max) BORING NUMBER Bae *1 Yd e SAMPLE NUMBER 3 Da DEPTH (FT.) S ecific Gravity 2.00 P MOLD SIZE JA o ff.J METHOD-MINIMUM DENSITY Funnel Vib. Ampli/ude - 0.0D5 * (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Dru i 6f e/ (DRY OR WET) 130 120 120 110 110 Dry J Ulel / 100 100 r j / /'/ w m 90 90 I / j I g a 5 5 a a y 80 80 E 2 i 70 0 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

o RELATIVE DENSITY TEST 'DATE 7 8 4 Ya (max)(wet) /04.0 e (min) JOB NAME P/an/ Voq f /e Yd (max)(dry) /o7, / e (min) JOB NUMBER 7429 ~ Ya (min) B8. 3 e (max) BORING NUMBER Rao el Yd e SAMPLE NUMBER ~4 Da DEPTH (ET.) MOLD SIZE V/o D.s Specific Gravity 2 lo 8 METHOD-MINIMUM DENSITY Funnel Vib. Ampidude 0.0/75 (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Brt// 6)cl (DRY OR WET) 130 120 120 110 110 Dry wel f' / /.. 100 r[ 100 ff 6/ / w A w N N 90 90 y i D C 5 5 m a y 80 80 g E 2 i 70 0 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

e RELATIVE DENSITY TEST DATE 7 8 4 Yd (max)(wet) /o3.B e (min) JOB NAME - #/an f Vog//e Yd (max)(dry) /o7.7 e (min) JOB NUMBER 7429 Yd (min) 88.6 e (max) BORING NUMBERJag * / Yd e SAMPLE NUMBER S Da DEPTH (FT.) S ecific Gravity F.(o ? P MOLD SIZE 1/f o F.3 METHOD-MINIMUM DENSITY Funnel V/h. Amp [//ude - 0.0/75 (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Dru /QJed (DRY OR WET) 130 130 120 120 110 110 OG y / Utf ,y r / 100 100 / W W f,h' 90 M 90 A e p' i t: 5 5 a g h,, 80 80 x x i 70 70 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

9 RELATIVE DENSITY TEST DATE 7-31-84 Yd (max)(wet) /o d.o e (min) JOB NAME P/ane 1/oa//e Yd (max)(dry) In7. 3 e (min) JOB NUMBER 74 29 Yd (min) 89.9 e (max) BORING NUMBER Bo o * / Yd SAMPLE NUMBER 6 Dd DS E Mo G.3 Specific Gravity 2.07 METHOD-MINIMUM DENSITY Funnel wb. A meli /use - o.oi73 ' (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Brq / Me/ (DRY OR WET) 130 120 120 110 110 Dry ,/ wel / / /' ' 100 100 y 7 />' A' W w / w 90 90 i U U U 5 5 a a 5 ~ { h 80 80 E I I I 70 70 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCEtTT

e RELATIVE DENSITY TEST DATE 7 3/-84 Yd (max)(wet) //o.2 e (min) JOB NAME P/on/ Vogf/c Yd (max)(dry) /o8.4 e (min) l JOB NUMBER 74 Z9 Yd (min) 89.7 e (max) i BORING NUMBER Bao w / Yd e SAMPLE NUMBER 7 Dd DEPTH (FT.) MOLD SIZE Ho W.J Specific Gravity 2./o 4 METHOD-MINIMUM DENSITY Funnel V/6. Ampl#ude - 0.022* (FUNNEL OR SCOOP) - METHOD-MAXIMUM DENSITY Dro i Gle/ (DRY OR WET) 130 120 120 Wel 110 - 110 l Of9 // // 100 . y' 100 /f /7 ./' m m M 90 / 90 ^ 1 l g + U N E s o E 5 l 80 80 N I 70 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

o-RELATIVE DENSITY TEST DATE 7-3/ Yd (max)(wet) /07.0 e (min) JOB NAME Plan / Vool/e Yd (max)(dry) fo/.7 e (min) JOB NUMBER 74 29 ~ Ya (min) 82.9 e (max) BORING NUMBER Boo * / Yd e SAMPLE NUMBER 9 Da DEPTH (FT.) S ecific Gravity 2.66 P MOLD SIZE Mo f/.3 METHOD-MINIMUM DENSITY Funoe/ T//h. Amp // /ude. 0.022* (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY BruiWef (DRY OR WET) ~ 130 120 120 110 110 wel / l Or9 7 y 100 100 7 j ,/ s / s w / / w N 90 ,/,/ 90 / ~ /r E / I l g 80 80 E 5 s S 5 70 70 l 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

o e RELATIVE DENSITY TEST DATE 7-3/-84 yd (max)(wet) 111. 3 e (min) JOB NAME P/onf Vo g//e Yd (max)(dry) /oro.B e (min) JOB NUMBER 7429 Yd (min) 88.4 e (n:ax) BORING NUMBER Bd4 * / Yd e SAMILE NUMBER /0 Da DEPTH (FT.) S ecific Gravity 2.06 P MOLD SIZE Mo HJ METHOD-MINIMUM DENSITY funnel Vib. Amplilude - 0.022" (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Det.i/ UJet (DRY OR WET) 130 120 120 wef 110 / 110 f / O!9 s s -/./ / f 7[y' 100 100 6# 6' ./ N // N 90 90 / 8 C s G! E i g 80 80 E f I I 0 8 70 70 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT i L

.y. RELATIVE DENSITY TEST DATE 7 8 4-Ya (max)(wet) /0/o.9 e (min) Joh NAME Plant Vogtle Yd (max)(dry) /oto.9 e (min) . JOB NUMBER 74 29 Ya (min) 8 /o.9 e (max) BORING NUMBER Boq at / Yd e SAMPLE NUMBER // Dd DEPTH (FT.) S ecific Gravity

2. /o 7 P

MOLD SIZE Vio G.J ' METHOD-MINIMUM DENSITY Funn el Vib. Ampil/ude - 0.025* (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Dru /(de/ (DRY OR WET) 10 130 120 120 110 110 Dry } Wef / / 100 100 p / / / w b 90 90 A 7 Y / e m 5 5 a o g 80 80 E 2 I I Y 70 70 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT [

A RELATIVE DENSITY TEST DATE 7-3/-84 Yd (max)(wet) 99.5 e (min) JOB NAME P/ ant VooHe Yd (max)(dry) /oo,7_. e (min) JOB NUMBER 7429 Yd (min) B /. 4. e (max) BORING NUMBER Baq e f Yd e SAMPLE NUMBER /2 Da DEPTH (FT.) S ecific Gravity 2.67 P MOLD SIZE l/so G.3 METHOD-MINIMUM DENSITY funnel yj6, Afng///u/c. o.o25 (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Dry / Ole [ (DRY OR WET) 130 120 120 110 110 Dry fj ljjp 100 ff 77 A w w N N 90 90 ff i i B f B e f n u / 8 / y 80 80 E 2 i i >= 70 60 60 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

-Q r s' RELATIVE DENSITY TEST -DATE 7-3/-84 Ya (max)(wet) /07.3 e (min) JOB NAME Ploot Voo He Yd (max)(dry) /o2.G e (min) JOB NUMBER 74 29 Ya (min) 82.5 e (max) l BORING NUMBER Sag */ Yd e SAMPLE NUMBER /3 Dd DEPTH (FT.) S ecific Gravity 2.68 P MOLD SIZE //10 ff.3 METHOD-MINIMUM DENSITY Funnel V/6. Ampt//ude - o.025' (FUNNEL OR SCOOP) METHOD-MAXIMUM DENSITY Dry / (del (DRY OR WET) 130 120 120 110 110 LDet / / Ory / / 100 100 7 7 / / / / w / / N // 90 90 // s Y /h Y E /7 s y a a k y 80 80 E 5 i s t l l 70 70 i l l j 60 60 l 0 10 20 30 40 50 60 70 80 90 100 RELATIVE DENSITY Dd PERCENT

Ge:;;p u ::~n. coa:t%:t:* D;Lh *?** ces om se n-v.av t m : Gn : i - '{p,;g : + C ', - ka' A 4:.; ;J ' Q run -- L Georgia Power Vogtle Electnc Generating Pla91 .w..,, y r 3,:,e-July 27, 1984 Mr. Jim Bailey Nuclear Safety and License Department Southern Company Services P.O. Box 2625 Birmingham, Alabama 35202

Subject:

Vogtle Electric Generating Plant - Units 1 & 2 Bechtel Job 9510-001, Laboratory Testing Program for Category I Backfill

References:

1. Letter BS-5032, dated May 18, 1984 2. Letter BS-32159, dated May 25, 1984 3. Letter BG-32220, dated June 8, 1984 File No: X2BE02, X2BA06, X2AP01 C2.2 Correspondence No: C-4356 Security Code: NC

Dear Mr. Bailey:

Attached are the results of the on site soil testing carried out as required in references 1, 2, and 3. Also, attached is a summary sheet which shows the grain size and Modified Proctor results for each sample taken. If you have any questions, please contact Winston Davis at extension 422 on site.

?- Mr. Jia BailGy Becht01 Jcb 9510-001 July 27,-1984 Page'2 Sincer ly H. H. Gre III General Manager-Vogtle Nuclear Construction Department I D/HHG/lml xc: D. O. Foster w/a-1 W. T. Nickerson w/a-1 O. Batum w/a-1 G. Bockhold w/a-1 M. _Malcom w/a-1 H... D. Burnum w/a-1 M. H. Googe w/a-1 D. M. Fiquett w/a-1 g%dP B. C. Harbin w/a-1 I. D. Innes w/a-1 D. Kinnsch w/a-1 W. R. Ferris w/a-1 M. A. Perovich w/a-1 Document Control - Original w/a-1 CDC w/a-1

C.. 1 Att chment'l' i GPC LAB TEST RESULTS Grain Size Modified Proctor Sample Max. Dry Optimum No.

8
10

'#40

200 Density Moisture S1 100 DNR**

49.3 3.7 103.9 12.0 S2 100 DNR 62.1 4.0 101.9 11.3 S3 100 DNR 52.4 3.7 103.4 11.7 S4 100 DNR 41.5 4.4 104.7 13.5 S5 100 DNR 60.9 2.9 103.4 13.2 S6 100 DNR 52.5 3.2 104.7 15.0 S7 99.6 DNR 69.6 7.4 108.6 13.8 S8 Samples in the range could not be obtained at this time. S9 99.9 DNR 78~.9 9.4 109.0 14.0 S10 99.5 DNR 64.7 5.6 106.8 10.4 S11 99 DNR 67.9 9.7 114.2 14.3 S12 100 DNR 80.9 9.3 110.1 13.5 S13 99.9 DNR 76.9 9.5 109.5 13.5

- DNR did not run

Attcchmont 2 ,s Confirmatory Let Testing 1. D. # Bag i 1 lag d 2 Bag i 3 Bag # 4 source 5-1 2.1% 2.9* 2.6% 3.1* Borrow s-2 3.3% 2.6% 2.9% 2.9% &c tr ov 5-3 3. 0*. 3.3 2. 8*. 2.5% narrow S-4 3. 0". 2.7% 2.6% 2.7% borrov 5-5 3. 0*. 2. 9*. '2.9% 3.1% Fill s-6 2.5% 2.8* 3.11 2.9% Fill S-7 6.81 6.9% 7. 0* 7.1% Borrov Borrow 5-8' S-9 9. 8 *. 6.7% !. 9*. 6;71 Fall S-10 5.11 5.5% 6.3% 6.41 Till 5-11 9. T. 9.9% 9.31 10.0% Borrow S-12 1(.21 9.51 9.91 9.9% Borrov 5-13 9.4% 9.1* 9.4* 8.6% Fill 5-14* T:11

Sam;1er 1r tr:s rar.ge c o.;1 t r e : t,e obtained at this ties.

I / n 4 r N

) Proctor Sh:et Date sample Description i l h~/9-9'l $r ) Mo 2 - e.' Ws a s.. 311 ~r Y enseesi e / Oc Dd' AA/c SA / P Powne 5 case Weeo's Gram Scale Usec 8 0 33 >f C 2 V07 Proctor No. Hammer Control No s/ B4 C v C zY!u Metnoo Mold Cven p }[d* 7 A t* 2 ti o & C ~2 't 'l' 1 2 3 4 5 6 7 A Weight Mold (Ibel y7 9, 7 9, g 7 g,3 7 cj, y y qy) Mold VoJume Factor 30 30 30 30 30 30 30 I vo!ume I + C Water Aeone(mt.) ,gn ynn .g3.o gon 3gg s,a y n ^ $U"0e'e$ # >1 0 Ig. c :1. 13.10 13.o? 17 25~ DX2V 13 29 N

- '1"b *'. Y" n

3

3. cs s.,3

3. s o 3 8Y 3.91 3'

e. g3 (7e'e'jt

Its a m F

/o4f 1// 9 / /4 0 1/6 V //7 3 // 7 0 G Tere Numeer p gj gy (3 [q cf orN M Jp y. 9 J/9. 5

9.1(
9, O
f7 49.3 I

J e et 1 9Ce O 25~o.0 ,?[C. 0 .2[00 .2 5 0 0 2500 i K Tr gram a gy. g' 2 35 o 232.o '2 2.ff 2287 2 23,3 We Get of Dry Sod (gre'mes m - m I. /Sp 9 / pry /gf. 2- /794 /72 0 / 7# 0 &"e'sb.Y" u //. 2 If 0 If. o $2 l. C~ 23.3 AL 7 h$'t k" g,Q $', / 7,7 /j C /37 ([ 3 N ory consity co nt.2 3 F (F1(N + tom ) lo 3.4-Ic3f /03.7 / OA 9 I d. > 1c2.0 4 /03.9 /2I Weasmum Dry Denerty (Proctor Deesityt g,,,,,, 3 o,,,,,,,,,,,,,,,%, (From Curve) (From Curvel j Acce ien sy: \\A N Olg f.s r n!L Q o N Y' U T 0 g, 4 ;.'o

/2 (,

H '7. I H4 7 l 4'f 02 41 g g4 LC go,o go. o 250.o .zso.o 250 0 AS0 0 g3 t. fr* 217.0 2 2f.f 2 23. 0 33f Y A35~* A' /14e 3 /10. *f I ygf I >f. + /t9 7 l15 5 If. $-

23* 0

.a yf ,$ 7. 0 ll.2 I'f Y . Q. t"l lA* V j3,7 1[ 3 _c?nn f*C.

40 T \\IT Moisturo D;nsity Test Data \\\\\\ D ieg jg., pg s moi 2nt y j gg \\ \\ \\ son Ducopien g,) jgj 4 g,{,,, 35 .i j \\ \\ g C /fv 8-) ( \\ \\ Mh*d '""' ASTM D 1557A Modified Proctor 3 \\ \\ Maximum Density - PCF 30 OPum"* M '$'u'e conteni w jy,g g g ( g g Curve Drawn By - Technician \\ \\ \\ YMYe ( ( Accepteo sy - i.evei n / 25 g (3 ) \\ \\ \\ \\ \\ T I 1 \\ \\ i \\ \\ \\ 0 j g \\ g \\ \\ \\ \\ \\ \\ i \\ \\ ( I \\ l*a \\ \\ \\ i \\ T i i \\ \\ \\ i \\ '\\ s \\ \\ \\ 20 g yq \\ \\ \\ \\ \\ K s \\ \\ 05 \\ \\\\ e \\l\\ \\ l 1 c \\ \\ ~ % \\ \\ \\ \\\\ \\ l\\ \\\\ 00 g g y \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\-\\ 95 x x x \\ \\ \\ \\ \\ 2.80 \\ \\ \\,/2 60 70 90 \\ \\ M/ 2 g yy M \\ \\ \\ \\ h o/g N N\\ B5 \\ 4 7. / \\ \\ \\ 62 N N s x x x Aso.o N N N 239.7 B0

'7 l 0 5

10 15 20 25 30 35 40 //.2 pms eo WATER CONTENT-PER CENT OF DRY WElGHT

1 l Wash 200 and Sieve Analysis D * Tes No. g.f9,y g_ p wash 200 (ASTM D1140) Scale No. Seeve No. QQ &f07 0/Sl/Q Owen Dry Weight Owen Dry Weigni % Passing sofore Wasn (grams) gr Aner Wash (grams) 200 Sieve A 8/l. 9 9b Seeve Analysis (ASTM 0422) Scale No. Owen No. Inspector co,s. InJ 00350 0' O9 % caag' sieve sae com. wi. a..noa

roem aet.,oo.

w Tot.i 9.ssing "** MA7/ O n /60

e sqq o

o sac c.w 3 2.7 ,d' '7f.f

d3>9

/M3 3/o &f0 C 5Yo 2G 9.1 30.7 49.3

- C%o 3C/. l M. I 33.9

'** C1rIV 491.f 74 1 d9

- - c 3 91 C//. v FC.3 37 Mb4 C//.(,

/ /

4 n o. v

/ / 'cc~ / EIJCWJAwl 8 "2TCY r' g, Accea,ea ay. m is osie l I Fest144

~ mesam As assaves me au S 2 !~ s 2 2 S R S a 8 a 4 i i ll l l l ll l l l l l l ill b } I I il i i l i I i i i i i i l ii! M i g 9., ,.. 6. i e i i i y l i i i. i i = q x S 2 ~ j g 3 4 o Y E I k tk s 3 s g h i li IIIIi i liliI! i g I l ! I I I I ! I I i I i e f .. e i i i.. i i g j j [ j g 8, a a i r e n* .'l 3$ I ]*[III I III L 1 Il_l W !i c.' y _I i l l I I I I i 8# 1 i I.' i 1 2 3 2 i , i i i vi e i i i o$ $ t # an g g_ II' I 1 -r .g2 j l a' I g l i ,,, =l l_ I z< a l

s s 1IIII l l l l ! I'Il 1ili

= i ii i i i i i i i.i;ii j i + -i i i c y# 6 I i i i t i i i i I 5 g,_ 4 i. 3 v e ,1 i 3, ]s i I l l 2. i _i i i l .g, j g i y- -I l l Il l ! l*I' a ss_ i i ! I i i i iir. i s i i ! i s ".. i i 4 i,., 1

l...

2,_ s i l 1 i 8 i d =. j l l i i g I i l l l !Ii l-l .r. 1 i e ~- i n i i ! i i : :

i iiiii i

I ii i, e i i.. . i, .e i g 1 a e a e a a s 1 WCIEM As aaNed WC EN ,, i l T and

Y I I s. Proct:r Sh20t Date Sample Description C - (9-t s/ P )):r L - B~ u n

u. J - c ? >

c, r m ator f%,=>e lAwel % h r Y 3 nncI Pounc scaw usete Gram Scale used 8 C 33 7/. e, y, y Froctor No. Hammer contros No. S,,1 8K 2 - r 2-V/0 Mennoo Mold Cven n jfr7 A C 75 2-C 2 9 *> 1 2 3 4 5 6 7 A Weight Mold (les.) 4p 477 g, p 9,77 9, 7 y g 7j 9, y y Moto vogume Factor 30 30 30 30 30 30 30 g ( vo!ume ) C Water Aeoed(mi.) ,,_ pg 3gy 3(o ,,,, o ygg g,_ a o Weignt Soil and D Mosa Uns.) fy g p. / 2. y) f,2. 9 g / g.o[ jy,jo j3.2l l3. p 3 ' c w,,gnt of Soil } E Uns.1to - Al 3..f(

3. 4 o 3.49

7. 7k' 3.&3

3. 9 Y

3. W

$j Wer Density f (tusjtt.3 )(E x E) jg[f f 0 f. o // p. 7 /l3 y ll 4, J y j f. 2 jy 7. 7, 'f' / 'f* 1-73

T +

W 'T C ~r 7 3 Tm Wo.gnt 'E H (grams) 4 y, y u7g .yg.3 u 7. J y p. p gg2 pp. 3 Wet Weight Sample

Tm(grams)

,1300 -lt3 0. 0 g30. 0 zg c. o K70 g g ro. o 270 0 Dry Weegnt Sample K j + Tare (grams? y,j g.4 2 p 3 23.2.O 2 2. 9../- 228'3 al 1 J., 4 2.2 c. P f Weight of Ofy Sost L (grams)(K - H) / po,7 l g7,y j g),7 / g7, f / 77g /7gg f'7y,f e h Weigf*t of Moisture g (a - s w - K> iis I m. 7 ir o 20.c 2 v. 7 2 7. r 29 u Percent Moisture N (M/u 100%

d. O 7, y

7. p'

//. J j 7.1 g.o /d 9 Dry Density (ibs>ft.3 ) f / o /. j en.9 /d), $ P (FI(N + 100) ) pops /co. 2, spo. y jej, 9 f og, q $rv O' Masimum Dry Denstry(Proctor Densityt /O /- 3 (ibs>ft ) Ootimum Motsts.re(%): (From Curve) (From Curve) j Mais T. C.u r er el4:~<d pd>r -c; c '?se1-. u Accepted er a u ra 47,3 49.v 48 3 U-9 9 49.o 49 1-u77 g 'g/ & Z" G3 24 GC 6 6" y,, 0 go.o p.ro.o .2ro.o 270.0 .z50 0 2s0. 0 h znl

'9 "

ug;- ug. v 23/.1 2.11.7 Ig,.o 1g3.6 l 7T.Y !?* 9 ' 7 f* i / if. > w.+ 27,9 St.o M.V 18.1 7 !. 3 11.$ 13' V /G.) ifj

6. 0

140 \\ \\ \\ Moistura Dencity Tcst Data g.g Simple No. Date ( \\ \\ Soit Description gg f ggg g3 135 \\ \\ \\ fj/f K d \\ \\ Method of Test ASTM D 1557A Modified Proctor h \\ \\ Maximum Density - PCF 130 optimum Moisture content % jj, y g g g Curve Drawn By - Technician g \\ \\ \\ Ce-7 3 ( Accepted By - Level ll / 125 g y y I i \\ \\ \\ \\ \\ l \\ \\ \\ l i\\ \\ \\ 120 5 g \\ g o I \\ \\ \\ b \\ \\ \\ s ( \\ \\ h\\\\ O115 I I <\\ \\ l ew I i \\ T \\ 1 i \\ \\ \\ 9 \\ \\ \\ 5 I \\ \\ \\ @ 110 l \\ \\ 't i I i \\ \\ y \\ \\ \\ e s \\ \\ G \\ \\h 105 f \\ gg 5 \\ \\ \\ m \\\\ \\ Csah \\ \\ \\ o Awd l I" I l\\ \\\\ 100 i g g y N \\ \\ \\ \\ \\ \\ \\ \\ l i \\ \\i\\ 95 y y z i \\ \\ \\ l \\ \\' \\ 2.80 l \\ \\ \\, 2.70 I \\ YV.60 2 90 M \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 g y x \\ \\ \\ \\ \\ 's \\ \\ 't 80 O 5 10 15 20 25 30 35 40 -m WATER CONTENT-PER CENT OF DRY WEIGHT

~ e Wash 200 and Sieve Analysis Dete Test No. g, Wasn 200(ASTM D1140) Scale No. Sieve No. 4 inspector dore %d i 977, c ~ Y* 7 6-/ b Owen Dry Weight / Owen Dry We % Passing Before Wash (grams) After Wash (g'Ont rams) 200 Sieve $9),[ ,6 $l. 5 ~$o Y Sieve Analysis (ASTM D422 Scale No. Owen No. Inspector ra, or /,s] c2cro c z9 y / I Sieve Size Cum. Wt. Retained % Total Retained % Total Passing N " * *

cvi C

0 /o 0

em o

O /c0 '* s 393 .2. V 5 '79f

cv4 84.2-

/4.3 24.7

- c 3 to 221.7 37.9

62. (

c%0 JHI. 7 70.I Jt 9. 9

'* c Mry STf,9 93.9 (.l '" c 3r4 5% '/. o 94.O //. o A'lA rSYC. 9 / / '*^ A'lA-592f / / l ![ V I ,o Accepted By: - ii D.te 1 e E144

I wam 1..m,co we nu s a a e a s e a e 8 g l! I = g i i ! u I Ill IIII I IIIi i I i i i i i i i i -i iiiiiiii! g i g z .3 1 e s H 3 8 'd 5 h }e n E 8 G H 3 R $ 8 \\ v i iiI I II! III! ll ! i t-g R i i! iiiiii ! I i i ii o .s

l ;

8. n E

g. "

8 2 t i/ h ~ g a f. I y; i i iiii w rii i g 3, .I i i,,,,,,,. o gg E a 1 3s l 3" i i = 32 'k =

l l l l l l l l l l ! l ! Ii l i j

s i y i i i i ii,iiiiii i; i i

,_i i e i, iiiii i. i i i i i g

j l v I* e I ]s I l l a i i i I j _ j g,_1 I I IIll I ll 'l I i o y-- i 5 s'_i ii i! I I i ii i, I 3 g i ii 6 6 6 i i i R gb' l E, - 'l I i a I l l l l l 4 !. e

I g

i-I I i Ii!! iIi 6 i iiiiii: I i a iii i I i i ie iii .i,e , i.,i 8 i e a e a e a a s wo,w x. m wa.u

Proctor Shoct Date Sample Description G SY LL sa k c.. '"'**" c o l J f., / ~ f/4 5 J Pound 5 case Usec e e Gram Scale Used 8 C-33 )) C-24o2 Proctor No. Hammer Control No. .D-Irn k %,'.r c'":&

"" c-2 92

\\

c-751

s a

7 s s 4 9,3g

9. 3g 9.3g 9 39 9.2g 939 9.35 A

w., ant u.,a v..a " ' 9 "**')** 30 30 30 30 30 30 30 8 ( voiume C water Anaen tme.) )fQ QQO 2 50 }g6 }}[ }[f y0Q EN"hY"'

12. 9 9 I3.09 13J3 11.2 3 /3.IT n29 I333; d

f 2%N 3,6 I

3. 7/

3.7[ 39F* t27 3,9/ 3.9T E N E.E'ita=si - /d 3 II/J //L T //Er h6/ /h 3 // R f G Tare NumOer ,[ [ ] [ p Ie"O'" 49.2 If9,1 t+9.3 W.A. 47.9 49./ 49.2 l Ma"r.TOs** 250.0 .U'0.0 2 50.0 270.0 250.0 2500 2 50.o TrN?a"'=m%** 239to 2 WJ 132.f 221.9 222f 22Co 222 E' } l E*%.'0M>'*" l99,2 1 24.I 193.2 120.7 1')93 i15.9 /y31 E*E.'ai "8"'" l1.0 1% 7 I2T 21.I 22.4 ato 27.7 l ?E"'EE.""" 59 7.9 9.6 ll7 12.4 1%.? g;9 <F7(N Y t % " Y ' /02 3 10 B }01.6 Io3.y 103.1 102.7 102.L I /03. % (('7 S 2 unaimum Dry Density (Pmetor Densityt on,;,1 ) ootimum uoisture(%r (From Curve (From Curve) t s Accepted By: 4 4 4 e / ~/ 49.2

49. /

99.1 49Y 48-97'O 4# \\ yy-3 )(- 1 J-1 $*3 U X~% 2 50.0 2@0 g50,0 }$O.0 AD0 A [00 25*0 O 23I'9 .u4.0 221I 23.1 221

239.5 13f' '

11% D #* ' ! 12-l 17L$ ',E .,i}o 19o.3 12t. 0 al.0 22.9 23.9 29.o g !!.T h.9 II.] 12 8

13. 1 Iw2 6.o g.o

140 .\\ \\ \\ Moistrea DInsity Test Data \\ T T y y \\ D*'*g. j y. p 9 sampsano. 3 3 g y \\ \\ \\ sois Description g,,, Aj,4 g;_, g,./4 Q \\ \\ 135 y \\ \\ \\ \\ Method of Test ASTM D 1557A Modified Proctor j \\ \\ Maximum Density - PCF g 130 Optimum Moisture content % jj,7 g g g g g Curve Drawn By - Technician ) ( ( Accepted By - Levei ll / 125 g y q l i \\ \\ \\ i i \\ \\ \\ l \\ \\ \\ t i\\ \\ \\ g120 g g o I i \\ \\ \\ I i i \\ \\ \\ \\ \\ g i i I ( 3 i i i i \\h \\ $115 y 'g g w I i \\ \\ \\ i i \\ \\ \\ O i \\ \\ ( 5 \\\\ \\ @110 t I i l\\ \\ '( l I i i \\ \\ \\ y 6 \\ \\ 't e t i \\ \\ G I \\ \\h f105 I 'lI ll l l \\ Q =; i uat me I \\ \\- s 3 (~'tVi 7h \\ \\ \\ i I 'l \\\\ \\ o,00 II

6

\\ \\ \\ i t t l \\ \\ \\ \\ \\\\ i i I \\ \\ \\ i i \\ \\ \\ 95 i y y z i \\ \\ \\ l \\ \\ \\ 2.80 \\ \\ \\ 2.70 90 \\ \\ 2 \\ YV.60 M \\ \\ \\ \\ \\ \\ \\ 85 \\ \\ \\ \\\\ \\ \\ \\ 's \\ \\ 's \\ N _1 80 0 5 10 15 20 25 30 35 40 - ur WATER CONTENT PEA CENT OED AY WEIGMT .. J

Wash 200 and Sleve Analysis Ome Test Na l' - /9 ~ F Y S ~3 R4 g 2 - Wash 200 (ASTM D1140) Scale No. Sieve No. 7 ') Inspector // C,p a b d , &.//en c 2 v u ~7 & ~/ '/(o / / Owen Dry Weight % Passmg Owen Dry Weight Before Wash (grams) After Wash (grams) 200 Sieve S 84.1 S Y.2. '7

3. (o Sieve Anaiysis(ASTu D422)

Sease No. Dven No. Inspector $O M9 f2W ( WO Steve Size cum. Wt. Retained % Totas Retained % Total Passing '" C3 7/ D 0 /nD

cw4 0

6 /00 c 343 3.8'

7

99. T

e. m inr.4 149

75. I c 3 ro a >f 3 o4 5.2.4

c ec e 3 go. 2-fil

34.9

'* cu% sqq(, 9 4. / 5* 9

esey sca.1

%. 3 3, 7 ,/ / !!A sc2.0 //A EM. / / / M /I Me '!OYE A, d Accepted sy-u.e. n D.i. O E Oa l

uma u umes me au s a a s a s e a 8-8. I, IIIIIIIII IIIIII ) N i,,,,,,,,,,, ,,i,ii a ,,ii,i,,ii,iiii,,,, 8 y 9 a e 1 c t b i \\n 8 9 i a. .~s = u s-o Q = s e s s E h I I IIIII; IIIIIII i g I I I I I I !l iI I i e iI. '. i i g j 2 I g . i i i i i i.i i i i i, g g-i / = -B J g ~ i l8 1 i i l I II I I L_L-PT ! i g 1 1 I l l l l IXi i l I ' l I 2 s ,,i i, i i wi.ii i 4,- 9 i s2 g - 22 e I f sa f i E' r i i z-s =g -I II!l !l l l I! Iii!

Ii 3~

I ; I i s E

-?

I 6 l ! I I I I l I il l g g,.. i i i, i i i, i i i. ,. t y_ a I I I_ e I s - ls l a I l l j -ge i g y- -I I IIIIiliII i I a s s-i: i i ! I i i i i iii, i e iii6 i i i 6 i.6 g <a- ) e i i. 2-1 l 3.- 8 i i I 3 l l 2 5 ~ .e i i q ! !1 : Iii! i l i i i i ! i i i i

I i iii 1

i i , i i i i i i , i,,,,i 8 j 8 s a a a s o.ota u..e.u -~,.y-w --,.y,- .------v -s---w-,*3-y-re

i Procter Shact Date Sample Description 4 - /9-V V L.,, w d HoJ-e:we en inspector / t%so b d s: 1-r Y c An c' Pounc 5 case usec e / Gram Sca:e used 8 c 33 ?/ c v4 o) Proctor No. Hammer Controt No. S4 S AC z C 'V/O uetnoa sold _ oven D trY 74 -c v s 1-. C141-1 2 3 4 5 6 7 A Weight Mold (les.) 9 9 gg g 9 9g I voiume'" 9"** 'I 30 30 30 30 30 30 30 a c water saan tmu ,gn ,y o n ,,gn _% o ,go y o, Wegnt Soil and d

Mosa 00s.)

/2.39 11 94 11.o 7 13.11-1 3..v,,, 17 17 E3 w,gni e, sois 3 E CDs.)(O - Al J. 60

3. (, 7

8. 78' 3.V 3 3.96

3. 9 f/

i-wet Density S F Oesatt.2 > <a : a /or o //4./ //3. 4 //*A 9 /IfV /19. 4 G Tare Numeer gj pp py )3 )y gs# 3 rare we.gne H (grams) gf. P' //9. 9 4 ~/ f(' MS.i MI. 7 142.9 Wet Weght Sarnple j

Tare (grams 1

.250.o 210.0 2 20.0 1 70.0 270. D 2 [00 Dry we gnt samsm l K } + Tare (gramsi 2:Lo.f 234.#

2 32. /

2 F.2 a 226.o 2.2 2.f j Wegnt of Dry Soil L (grams)(K - m /99.7 /96 f / TW 3 Igl. G /77 3 s 's 4. 6 3 weigns of Mo.sture j u egramsi u - m // / is. 4 /29 .2 /. a-u.o 2 i.f (YuYtN'.*'"~ N J. o 7'3 9.7 / l. ? /3. f IfN Dry Density 00satt.8 ) P (Fl(N + 100) 1 }g l, Cf }Oy.{ /C), sf } Q2. V Jgg. 7 f oj, l Mesimum Dry Density (Proctor Densityt /0S ) (les/tt ) Optimum Moesture(%)- /1* 3 (From Curve) (From Curve) 1 AcceptW Sy- / u.e u Mo;j g c o p iv t o l h:wid f e ;* " '70 do rif A e 7:'cW 4 7,y yg.C 48.0 47,3 M *b' L+9. C PG pt P 2-73 P'I PC ,, _ o g o.o 2so.o - a 0. 0 y 3c. o 2 32.f ' pW N'* M o.o zst.2-

2) ?. Y

,, y, f iry.s

gy.5"

'79 7 >3 7 \\ 19c.o sq.o 17.( 2.17 77 7 yo, 2, /2 2' 7,f gf jj. j /2 1 /C. 0

140 \\ \\ \\ M:istura D:nsity Tcst Dr.t3 \\\\ Data g, g.g4 \\ s:mpl3 No. _g g ( \\ \\ Soil Description g gj g 4[, 135 i g g 'g 6 //v 1-) \\ \\ \\ Method of Test ASTM D 1557A Modified Proctor \\ ( ) g g Maximum Density - PCF 7 ptimum u isture Content.4 j3g 130 g ( g g Curve Drawn By - Technician \\ \\ \\ NM / g ( ( Accepted By - Level 11 / 125 g y3 i \\ \\ \\ \\ T i \\ \\ \\ iie i\\ \\ \\ 120 i ig ( g o I \\ \\ \\ b i l I \\ \\ \\ g I \\ \\ 1 a i l I \\ \\ \\ $115 gg g w i I \\ \\ \\ I i \\ \\ \\ o j i j \\ \\ i 5 I \\ \\ 110 2 1 \\ \\ \\ l l \\ \\ \\ y I \\ \\ 't e i s \\ \\ U I I \\ 1h 105 \\ f I I I I A \\ \\ i i eJ /, N \\ \\ \\ ga A i i \\ \\ \\ s I fi l I \\ \\ \\' o i iI i l\\ ' 100 g,N i \\ \\ \\ \\ \\ i \\ \\ \\ \\ \\ f\\ i i 95 i g yz \\ \\ l \\ \\ \\ \\ [2.80 \\ \\ 2.70 5 \\ '\\ \\ 2 i \\ YV.60 90 I M N \\ \\ \\'\\ \\ \\ \\ \\ \\ 85 q\\ \\ \\ N \\ '\\ \\ 'N \\ \\ 'M l 80 0 5 10 15 20 25 30 35 40 ': me WATER CONTENT-PE A CENT OF DRY WEIGHT

s Wash 200 and Sieve Analysis 0** Test Na 4 y 9 g// s-g p, Weah 200 psTM 01140) sc i. No. Sieve No. h[ g g C-Me 7 (*-iswp Ov.n Dry h ght Owen Dry Mght % Passang Sefore Wash (grams) -[ After Wash (grams) 200 ss.v. bI\\ S2/. V N.3 s. an.iys..vsTu o4223 seas. No. oven No, sneo.etor p u /g 00550 0'd 'l> C*"g' si.v. sir. cum. wt. a.i.in.a

rotasn.t n.e

% Tot : P. ming " cvi 0 o /o 0

tw

.Z O / co e.343 2.b O$ 9 9f 30 e371 /72.4 33.# 6 4. /c

- c 3ro 319, I 59 /

8f.f

cno Afoz 9 73.9

24. /

c =st1 - 5 11. 7 94 o C. O un '** c 3t1 S 21. 3 c7f(, M YY '"' yh S.2 I. 7 / _/ tvin .54M / / l 2 Y Law il Date MSM44 C

D W b 1HCIEm AG E N UTC 3 1N C Bad e a a e a s e s 8-a- o R w ll l l l Il l i I I I I i l~ l d 9 I I I i i I i I i il i i l i I i u t g . i e i. i. e i.. i i i e i i i q = I c g, 0 [ A o l o S, g t y g' s i v i lIIili1 III I IIi g

i ! l I I I i !

! I iI 'I t i o e g j j g 5 .i,iie i e ie i i, i i i g _. ~ lj e g ~ g [2' l i i II I I I I I _l # ! i i i i iiiiiii#-n iiii g 3 ,, i ,ii,, = .3 9 p 2R - :t yo 1 n 3

s

.a ,,, if I i I I I 2 mo'.

l l l l l l l l l l l 1 l !

i l i 3! i i i i i i i t i! i i i : i [ i i i , i i t i e i .,. i i m j ] v I 3 6 3, 9 i l I I t i i l j a a l i i gs 3 g--l l l l l l l 1 l l 'I st_i i ! i i i i i i i i i i i i i i i i i i i i, g S <a-4 . i g g et i g 3. 8 I l l i 3 l

- i 1

i i i l !c i li!! ili .I .e i i: i i i iii i i ! i i

u i

, i ,,,e i i, i i i i i e i

g j

2 2 2 3 2 s 2 2 2 a 1HCe8A As a4Ned IND sad An

4 Proct:r Sh ;;t oate samm. o.criai on (c,

9 9 - h' tl B R ocu a is H-Ts a In e b -/~< ur

$*$M..P en on dn Y Mn s'n S ill! 5 A n b P4cRace used a / Gram Scale Usec 8 Q~b3 7/

0. *1 4' O l Proctor No. S - T Bn 9 4 e9-C.

2 tl / O Namener Control No "*'" 9 5 f N ~d 1 FS 'l /4 24o9 E A9A / ~. - 1 2 3 4 5 6 7 4 weigni uoia (ins. 9, 3 c, 9, 3 g 9,34 g,3 g 9,34 9, y ( q,j c uoic voJume Factor 30 30 30 30 30 30 30 ( voiume I C water Acceo(ms.) jgg /30 Mdo (@ bO M~~d b EM"(I'*>"*"* /.7. rq /29 c, /3.03 /.7, // 13.19 is. a s /3.37 gf o 11 21"b'i?" 3.s3 3.40 3.69 3.71 3.83 3.90 3.9/ n 0 Ea*.'E's"??a x e /05.9 108'o //o./ //a.f 11 4.9 //7.0 //7,3 - a 1've"umou /5-/ E z. t.C-J-d'- Q E K-/ Y-2 Io*r'**m5:* @.A d.3 (/ 9.9 t/9.e (./ 9. 2 c/9,/ t.1gr,/ H l ma~:: = ~ u g.a. se,3 .n g,9 x 9.c m.a m1 w ii 2 o we.ont samme + amterams) 1y/, f 237, / 23f.'9 J 3/./ 2DE/ %25 9 24J' W j we.ons or cry sea t. terams> (x - H) /fj(. i G.S jffD /)~1. / /16',9 / 76, 7 175 3 I weignt at uomiure j teramsa u - n) 7, 4' //,,2 15,6 17.4 A/./ J3, 9 24.7 nit $="',Nk""" 3, l' 3*.4 f./ 9, T 7, f /2, 2 if<J N (Fl(N 1N5 /fs.D /02,0 /0/. f /0$.S /95 f /C3.4 / odd P Wasimum ory oensity (Proctor oensityt /03.9 (i.e;,t >> o,timum uo,,tu,e ts, /3.2 (From Curve) (From Curvei .p? ^==mae: n r y.i aaa p-3 /

i -u 1

+' 3 .e' y .,v s-ua .e 7 m.ka i,,,,a 4,. s 47.'1 a s'.c a 1. s </ 2. 9 a<17.7 2 93.3 2743 J1x2. a 4 7. 7 SW4 37/./. J V M p yr. f 2 3 7, 3 i y/.C -. usa. sos t ,oi,3 49.f 3 x if./ M3 2'/'r pr.3 so.y 7,E 9f lV /'/ d 'l

'140 \\ \\ \\ M istura D2nsity Tcst Data I D:te g, y p simpla No. j-( \\ \\ Soil Description 47 g p'.j g,,,,, \\ T 135 \\ \\ \\ C-lty S~~) i \\ \\ \\ Metnoo of Test ASTM D 1557A Modified Proctor \\ ( 1 j \\ \\ Maximum Density - PCF jg y optimum uoisture content w /g g 130 g g g Curve Drawn By - Technician rc u le r/ g \\ \\ \\ g ( Accepted By - Level 18 '25 x \\\\ / / I I \\1 % T i i \\ g120 i ! i g ( g o i ii \\ \\ \\ I i ii \\ \\ \\ l i i ( \\ \\ o I i i \\ \\ \\ o 115 gg g w i i i \\ \\ s i i i \\ \\ \\ o i iI \\ \\ t 5 \\ \\ 110 o i ii \\ \\ i T i ii i \\ \\ g i i \\ \\\\ o 1 i i \\ \\ a \\ \\\\ 3 105 i i! i I l l 'i \\ \\i k i i A T \\ \\ a a 2 L A@ f X \\ \\ \\ ~ w i D \\ '\\ \\ g o I i i i i i l\\ \\ \\ 100 i i x g y i \\ \\ \\ \\' \\ \\ \\ \\ \\ i ! ii i i X \\ \\ 95 i y y x i i \\ \\ \\ \\ \\l\\ 2.80 \\ \\ \\ [/.70 2 I \\ \\ \\ 2 \\ YV.60 M \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 y y y \\ \\ \\ \\ \\ \\ \\ \\ \\l 80 0 5 10 15 20 25 30 35 40 ?ci m e WATER CONTENT-PER CENT OF DRY WEIGHT

1 1 \\ j Wash 200 and Steve Analysis Da* TutNo. 6, - X -S4 ST Er?.;2. Wash 200 (ASTM 01140) 53cale No. sieve No. Inspector O iM C

Lrso d- <rs Owen Dry Weegnt

~ Oven Dry weight Before Wash (grams) l' A atterWash(grams) % Passing 200 Sieve 557. C, I 543 3 A C, ,s.o..Ansirs.ses m o m i sse.,e uo. o en uo. nap.e,.r fq/ 6-arro d-D 9 2 "g' sieve sir. com. wi. n.iun.a s roio nois.ooo % Totsi Passing " * ' 37/ e o nro. c,

S yy-n o

in.c 3<n /. 8 e.8 99 7

379 me/

/60 fo2 0

- 380 3 / 2. D

39. /

(o c.9 S<c c 339./ 604 39.4 '** D5i4 31c. t, 95.1 42

394 sy/. 41 9 7. /

.D.? 30 6 /' / 53 7. c / / Tc's [ o.,e e PJENs&

m a m u m c:, w e au s a a e a s e e 8-8. I i I I II I 3 l 1 l i i l l l 1 l I ii il g ,i i i e i i i i ii ii i s I e i g s a 6 % s I i $ n' N i n b I g l Ii lIi l i l I i g ii! I 1l I i i i l i i e , e, i i iiie ie i i i a E I i ,ii S_ I E = Y =s s I 3* {* I i i l I IIiL_Mii!i \\ r, I i i i m I iie ii 3 3 i, i, i.,i .,.sj . _.. i e i. 9s / Sa /

j i 3, u i

a 1 ; ll 3" l i I =s. l !Iil i i! Iii! I - a i g l ! i i i i! i i i.ii e g y,.i ! i i i e i : 5 j,_ { w i s I i 3* - js I l 2 i i I g 3 y--i i i i I a l-Is_ i i i i 6 i I i 3 e i i e i i i i. 5 S W M-- i i.. i i I i i e i i e M'm i i i 3. 8 I i 3 l l 3 4 .i ~ .c i I iliii i i i I ! i i ! it i i i , i e i i , i i. .,i g 1 a e a a s a u .e.= m

Proct:r Shzt Date Sample Delcnctioni.na Ae c-C-2 l-24 )?.., < K.. i, G. -. c/A,K. J t Pouna 5 case usec s i Gram Scale Usec s r in 7/ C-2 V 0 7 Proctor No. Hammer Control No. Mennoc Mold Cven

C = ?f A N1 2

3 a 5 6 7 A Weight Mold (ids.) }g h, }$ ,)[o ,}f ,(( ,]f ,h( ~ ( voiume9"**'I 30 30 30 30 30 30 30 B c weer saaee tms.) l()O jgo p oo 2 50 30a 3 70 y oc M*Ef '"' 12.9% /3.02 13.09 I3.14 13,2 3 I3,33 13.3 9 g D ll

1%'* ?Y 3.56 3.4c 3.23 3.90 3.97 3.97 4.o3 c

?B [O6. h /OI.h ///,9 [/h.0 [/i,/ //h, / f20.9 F bs t 8 O G Tare Number } {,] [,,] [ } l I".*A""' 44.9 4g.3 49,9 49.o 49.2 (+ 7. F 48.3 j

- iN$nti"

2 50.0 jfo.o 2T0.o 2fo.o 2fo0 2 fo.o 2 fo. 0 J TrNtcU*E* 1 %2. 2. 239.9 23b.o 2 3.2.9 D9,o 22E.2 222,7 1 f @"E!I3f" 19IJ 19/.f /9fel /83 7 /79.9 /729 /79.9 i. j

3"Eil."$""

2# /0,2 / 4,0 17./ J /.o

21. G 223j u

/ dhc[(1M Q0 3 7,f 9,3 // } / /r 7 Mure N 1o (Fl{n )O).} lOy,] l0y,h lQ y,} lO},) l0f.$ l0ff P 3 Maximum Dry Density (Proctor Densityt / O V, 2 (res;ft.8) ootimum weistare(%)- Ob (From Curve) (From Curve) ~ g 3 3 g g g g /g *" / 98*7 9.o 4 6.V 49.9 49.2 99 o 49 6 47.8 g.y g.2 66-3 p6-4 B B-f 68-6 40~7 A A-l A Y*

o *,17c.0 2 70.0 2[0.0

.T 70.0 2 50.0 2500 2 6 3'Y 2'f8 1325 228.& 225.9 2221 232.1

2 u. /

2 39.c, '93 4 ,9,, g, 187" /83.6 /?9.Y /76.9 r /84.3 i72,9 ' ' + ' - ,o. y 05 21.4 .2 4. / 27 3i. 3 79 7 98 I/> 9 13.6 /6.2. j ). o r.r 4,/

Proctor Shxt Date C-21-R4 Sample Dasc$ rap A fr ] L d r.'~ n i ,, ft'si hem i.re c V %~ Pound 5 case useo e c' - 3 3 7 / c'-2 4 0 7 ' / Gram Scale Used 8 P'"

* * * * ' ' " " ' " ~

2 &2Ym Metnoo / Mold cven $/TS*7 A c,-2 40 9 C-2 92 1 2 3 4 5 6 7 A Wergnt Mold (les.) }g Mono voJume Factor 30 30 30 30 30 30 30 a ( ve,ume ) C Water Adoed (mt.) p[g Weight Soil and gj D f, }, }( yoga gigs,3 O$ Weegnt of Soil Sg E h,hh (lbs.hD - A) Wet Density (tesJtt.3 )(B E) /20.N F [a] G Tate NumOer h Tare Weegnt H (grams) Wet Weignt Sarnple , Tare (grams) 2h, 2 J Dry Weignt Sample j .* Tare tgrams) M ), ) K f, er.cht of Dry Soil 171.8 We+ t mmx - m Weigm o, uoisio,e p, M g (gramsHJ - K) (Ot'."'t#." /6,4 l ~ r74*"'tnf*' ' / 03. / i sanimum D'y Density (Proctor Densityt .) (IbsJft ) Optimum Monsture(%t O 3 (From Curve) (From Curve) l Ys mep,. u.w n I l

140 \\ \\ - \\ Moistura D:nsity Test D:ta \\ ) T Simpl:a ND. Date f, g g g 4 \\ \\ k S0il 085C'iPliO" h M) [a J //g \\ h i g g 'g $s,J 135 k Method of Test ASTM D 1557A Modified Proctor j \\ g Maximum Density - PCF 7 optimum Moisture Content v. jfg 130 g \\ g g Curve Drawn By - Technician & i< /tv \\ \\ \\ o ( ( Accepted By - Leveill 125 g y q I I \\ \\ \\ i \\ \\ \\ i ! \\ \\ \\ i i \\ \\ \\ 0 ig \\ g o !i i i \\ \\ \\ i I i ii \\ \\ \\ g i I ! \\ \\ t s I ii I I \\\\ \\ l 115 E g g g m i l \\ \\ ( I \\ \\ \\ O i i i \\ \\ ( 5 I \\ \\ \\ @110 i 6 l\\ \\ \\ \\ \\l\\ l 1 I i \\ \\ \\ y o i \\ \\ Gi i I \\i \\ \\ f I I 6 I _l _,JVMil \\ {\\ \\ / w iM \\ \\ \\ 3 W \\ \\ \\ i 1 \\ \\ $o I i I i i l\\ \\h i 100 i g 3y i I i 1 \\ \\ l \\ \\ \\ l \\ \\ \\ l \\ \\ \\ 95 y y z i \\ \\ \\ \\ \\ \\ \\ [ 2 80 \\ \\ 2.70 I I 2.60 90 \\ YV t M N \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 qy x \\ N 's '\\ \\ 's i \\ \\ 'N 80 0 5 10 15 20 25 30 35 40 ?:"ne WATER CONTENT-PER CENT OF DRY WEIGHT

l Wash 200 and Sleve Analysis Ome Test h g, ,gy wenn 200 (ASTM 01140) Scale No. sieve No( 3 ' inspector y js ,[. f. C-25 D cnv L. Owen Ory Weight Owen Dry Weight % Passing ye Before Wasa (grams) Afler Wasa (grams) 200 Sieve (, a 842.9 3.2 Sieve Analyses (ASTM 0422) Scale No. Owen No. Inspector da sa b d o > 170 2 / cany sieve size cum.wi. noisnea % Toim noi noa w rate p sno e t,1 O O O /00.0 ' c3W d a /00.O c393 2.I 0.4 99.(s

C,3>1

/43.4 M4 '74.4

- c7ko 2-GC 3 478 J.z.C
- csco 3CC9 CK1 34 V c KG 4 SJ I. 7 98.7 f,2 dary S + 7. /

94.7 J..Z WlA 51.7. V / / ,u rc o. t / / r..a 9x. K16J cair , e.,e,,,. - 1. O. l l i Mense l i i

t i mcnam As aamos me um I8 2 2 2 S S S R 3 g = IIIl1II I IIiil N i l I l I i l I i i t iI D g q i i i iiis ,iie i e, .g i i i.... f C s 3 5 5 NY \\S 4' o z 3 3 g ~ l Iill IIl 1IIIIII i I I ! I I l -l I i ! ! I i i i e !'!'l $g ! 2 g. 3-l sg - i i yh'I i l l l l ll_ l IM i ]* r. y I I I t i I W l' I i iiii = 3 2 i i i e i vi i i i i 4 .I t <m-gg gja l 1 12 : $24 j E Y I I me a "l l l l l lll 1l 1 l i l! l i li I ; ii I i i 1 I I i I I i i I o w I I t i i t I i l i I, t 6 1 4 4 gw g I y_ w 0 K ~ 2 1 M js i l l I I l l l I g,_I l l l l l I II I'l I 1 o y-- Es_i iI i ! I I I i i i

1. i l I

8 3 g i i e i i i e i i i R a i. 5.. l 3. 3 i l 1 5 a** l l l

. j i

.r l l l 1 l l l i l ! i l l w i i t ii! I I i i I ; I i i i i I . i i i i i i i i,, i , i e i *! } 2 3 2 3 2 4 2 2 2 maamAssw meau ... e-- ,r ..m< -.-w, ...--,---,,.,,...._-...-..,-..m,-,-,,,.e,-...--....._,._..-,m-.,-, .,. + -

~ Proct:r Shoct Date Sample De atiption C-2/- RV $ ~ A feJ K e &~., '"'***' ' 8.a

g,,.a

_(;/f (_ ) Pouno Scale Usec e Gram Scale U(ec # l G33 7/ C ? V0 7 Proctor No. Hammer Ccntrat No wetnoo Mold Cven

c~an9 M

1 2 3 4 5 6 7 ]ff h,[ h,jf hJf h,) A weignt Molo ttes.) ' 9"** # **' 30 30 30 30 30 30 30 8 ( voe me- ) u C water Accen tmL) Jgg jfg g gg 99 }gg }[0 fQQ EU"EY'" l2.99 /3,0 ) 13./r /3.2 'l 13.39- /3. '/9 /3, W d o hk Eti?b1li" 3.49 3,72 3 2C 3.9T t+ of 4./,2

4. )4 e

N E*s'N="??a=e) //o. 7 ll3. y //T 9 // 2,7 12/.f' /23.C /2ft9 JJJ AAA AlJ AJV Aff f.2 M7 IE W "' 42$ 1479 Vp,f y 7.g I )Q Q$. 3 (p 7.g f h' **ErTYWE* Is*EbY* 2 70. 0 2ro.o 2 ro.o 29.0 3 ro.o ogg.3 2 50,0 1 242.4 230.9 23r2 2 31. 9 229.2 22F.O 2219 h EM"0IN%* " 19V,6 190,9 19C. 7 194.2. 190 3 /237 7 nt/ l EU"E!!"d'"" 7,6 //.2 /% B /9.2 2/.f 2k3 >2/ NIU"'Ek"" 3,9 0

29 9.9 n./

IJB /KT Nt"WTE"** ' /06.5 lc 7,/ so ?. J Io? G /e 9.J. /08.6 to9. I /3'b un mum o.n.,ty(pmeter o.nsieve 108.6 onset.') gmgistureim 4ee.,t.o sy- +n'*h6py.:: xi n n xs xs-2 10.0 29.0 2 50.D 2 50.0 250.0 21'0.0 2 F C.9

3. y 2.1 23$.5 A3fV 232.0 2229 2.22.0 RAFV 49*l VS l 99.0 99.1

%9. 9$, )~ j l93,0 l$S V c? l$3.D (78.7 /72./ / 7 C. 9 1 w ~l,9 /.V 19,6 10.0 22/ 29.0 257 I 4.1 C.I 10 9A 0 L'

140 i si M:isturo D:nsity Tcst D:t] Date *y, Simpla No. { ( \\ \\ Soil Description g A y g g,,,,{ ,(;//v 1,) 135 i g \\ g \\ \\ \\ Method of Test ASTM D 1557A Modified Proctor ) \\ \\ Maximum Density - PCF opumum uoisture Content 'A f 3,j] 130 g ( g g Curve Drawn By - Technician \\ h )

4. e's f/

3 ( ( Accepted By - Level 11 125 g g 3 / \\ \\ T i i \\ \\ l I i\\ \\ \\ 120 g ( g o i I i \\ \\ \\ b i

1 I

\\ \\ \\ g i l \\ \\ ( I I I \\ \\\\ 0115 i t i i i i \\\\ \\ gw i I \\ \\ \\ i i i i \\ \\ \\ g i i I i \\ \\ ( a I I \\ \\ \\ @110 t i i I I \\ \\ \\ l t i _ LD-e i \\ \\ ~ i MT I 's \\ \\ \\ y e W7 I s \\ \\ 1 ' I \\ \\h h105 i I \\ \\i \\ g 1 i \\ \\ 3 i i \\ \\ \\ s I i \\ \\ \\ o I i i l\\ \\\\ 100 g 3 y 1 \\ \\ l \\ \\ \\ l \\ \\ \\ ! i i i N \\ \\ 95 y y 1 i \\ \\ \\ \\ \\ \\ 2.80 90 \\ TV M N ~ \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 g y x \\ N 's \\ \\ 's '\\ \\ 'N 80 0 5 10 15 20 25 30 35 40 -+rc __ WATEA CONTENT PCD OFNT nc DDY WCf qWT

Wash 200 and Sleve Analysis D* T**t Na g, p 7 Wash 200(ASTM D1140) Scale No. Sieve No inspector dM l. ll b ft/,*S C2SEO Owen Dry Weight Owen Dry Weignt % Passmg fyr Before Wash (grams) After Wasa (grams) 200 Sieve 6 ti d [ O. d [ / P. P D2 ' Sieve Anasysis(ASTu c422) Scale No. Owen No. Inspector coj,. lud c zrro

'9 v "f'

sieve size Cum. Wt. Retained % Total Retamed % Total Passing u "'" c 3 >l r-e /06.0 8 ewv .0, / 4 91.4 ca+3 /c.y /:1 7P. /

cJ > 4 I?t..s W.+

98.6

- C380

/?O f 30.4 f.T6

- ces a 222,4 fo. 4 49,6,

'** c zo1 M3. C Re./ //. T e :s 9y 812C 97.(o

7. 4 Mli

& C. 7 / / N/A 560.0 / / .~ l& f [ ~W wn D.t. W ea

4 maim 4. we me== s a a e a s e a 8-8- l I i I i i i i i 1 i i 1 J % i 6 i i e ! i i e i i e i g 4 g i g )y A A E 8 s e 9 ) D l l l l 1, l I g 1 l ! I I I I i i e v g j j l j l , e, i 6 6 i i e i i l g. 1 l x I / s/ 1 I a I [8 l i I lMI i !i a j\\ y i i l e riiiiiiii! 3 2 i i ei e i i i i i : i..i .g = ogI .f SR 11-I y ta f g ~i y .g l 9 i I j i me 4 "l l l l l l ll l l l I l'! l i ) g e g 4 ! i i i i i i i i i i i i.i: i i i G,. i i i i e i ! ! t i i.e i i g h,_ l ! l W 2 I l l 3j, I 3 s - l l l 5 5* I 3 4 i l IIl l 1 lI ( I' II l a t y-- st_; i i i ! I i i i ii i i i ii i i i i i, i i i i i i. -g -- 1 .. i E 3. 8 i a 1 3 l l 5 ~ s iil l i

i 1

.e I i i i ii! I i, i i: i : i i i i i, i.. i i iii,,,,., i *g } i 2 2 3 2 2 2 2 2 a ~ mow As um we su

Proctor Shsct C.2l-Pt ""'$$"~b J K A ~.. &/k e '"'***'"(2ho A,e K Pownc Sca6e used a Gram Scale Usec # c,-33 2/ C-190 > Proctor No. Hammer constel Nc. ()-fygp' A "*** c y y e9 ( ) 9.2. 1 2 3 4 5 6 7 A Weight Mold (les.) f f [ [ [- [ i ( veiam.9 "** ') ***

30 30 30 30 30 30 30 g

c water saa.e tms.) j$g 200 7 fo '3 00 j$O yOO 44 [ O NUnis""* 13.I9 /32T /3 % I3 M 13.51 13Y6 /3.T9 gf

Q

?.ti"oli?" 3.23 36

4. 6 4.08

% Ib 4 20 4.23 n I Ds l x El // //f.7 /20.0 /22.4 /29.8 /26.0 /26.9 F cy y./ y_3 fj / j'.4 f3_7 jf_ p a T=.uomo-Ie".*5"*"' 49,$ 49.2-48.2 4k3 49.9 49.3 V G. 5 y

- ir.*r. % Y **

250.0 150.0 .2 50.0 2 $~o.0 2 50.0 2io.a 2[0.'a "EE%E** 2326 23hT* 23f.3 2222 229.4,122,0 2/9,9 i EC A 'm' " /B 7,B /9x 3 /9 3./ /79.4 /)k ? /72.7 /7/.Sl { E M N Y '"

12. 4

/55 /9.7 22.3-2S:y 2g0 36,2' NN',N'" G.6 ({. 4 lo.1 12.y /V S' /4,2 (24 \\ (N(uY' W }07.8 /07. ) 10 8,0 l09. 9 }0 9,0. /o84 /O*?,9 /09.O am,s.s> /4,o S wu mum o.n.ny(proctor o.nsnyr. o,, mgm u,,,ur,,, g m['b G 423 49.o 99,3 97g 79V ' qs T3 C-3 ~2 f7 P-F f (, j$-4 250.0 2(0.0 T0. 0 2 70.0 2 10.0 a go.o a co.o ',237,1 23V.I 2 31. 5 222f 22 y. I a2 g,y 219.o p g9,9 'jg5,/ l@2. 2 I)95 IX.G 173.7 is 9.6 pp. g jg.9* 19.i 22.5 27,9 2 8.f 3/,0 g,7 g, g /o. 2

12. 5

/Y. 7 16.Y 18.3

140 \\ \\l \\ Moistura D;nsity Tcst Data i \\ \\ g ]/.g simpla No. p p y Dsta ( \\ \\ soii Descrip " T Md Kn G,.I $/ M I-l 135 g \\ \\ f ( \\ \\ Method of Test ASTM D 1557A Modified Proctor \\ <\\ g g g Maximum Density - PCF gg \\ k P" *"* " " ""'

MO

/% 0 K q g Curve Drawn By - Technician ( Accepted By - Levelli 125 / / i g 3 s I l \\ \\ \\ l \\ \\ \\ l 6 \\ \\ \\ iii i l\\ \\ \\ r 120 i i i g 1 g 8 i i i \\ \\ \\ i i i \\ \\ \\ 9 l i \\ \\ i i \\ \\ \\ 0 115 ,i gg g E i I i \\ \\ \\ I i 1 \\ \\ \\ i t l \\ \\ ( oz i i g g g 110 o i -1 1 I Li 6 \\ \\ \\ y W \\ \\ \\ i L-e s Irw \\ \\ \\ 5 j i \\ \\ Ei i \\ \\K 3 105 gig g t-i i j \\ \\ { i \\ \\ \\ l \\ \\ \\ i t i I i l\\ \\\\ 100 N g N i \\ \\ \\ l \\ \\ \\ l l l \\ \\ \\

ii I

\\ \\ I\\ 95 N \\\\ i i i \\ \\ \\ l I \\ \\ \\ 2.80 i \\ \\ \\ 2 t \\ '\\ ' /.70 x YS /.60 2 90 M N \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 j \\ N N \\ N 's '\\ \\ 'N ' \\ \\ \\ \\ \\ 80 0 5 10 15 20 25 30 35 40 _ a r.ren cmrenr..rgo ce n ne envwe.c,u-

Wash 200 and Sleve Analysis D *'* TutNo. ,7g, g4 g_ rsmgY Y n o> sco. u

s.. u..

wpj,, M C266o C I54 (, !!?".C'fsm.> frTi A7.*T#."'.>9e/ c/9# sfC' S41 4 g7gp...rsm om> sco, uo. o.. no. fG e2S60 e 292 c=;$ si... sa. cum.wi.a.i.e.o

roi a.i.,,

v.roi...os osw O O /00 cu O,7 I 99.9 c3% 7( .5 99,S csn ge). 2 1, 2. C)c,q' = do e sto // 5,2 p),a g,07

c u.o 24.1T.S qR,l

$(),9 '* c1s W 4120.9 7 7.b 12,9 cx4 4%7 M ili'" 9, 4 aA 1194.9 / / A)A S%% / / '*c" bu C.299F ua.oi.a er n

o..

O 7.lI?144

y ? mm a mo wa.u 2 a a a s e e 8g l l l l l l l l l l ) t t t 6 6 6 i 1 i t i l i g = g 1 e i j .s.-a 4 w dD h s N I I1 i L i i I L IIiii i ! l I I I ! I i i*I t I c e l t i 6 l i t i 6 1 I h.. E . i. i l l-l $. = r o t i ~l l l l 1 ! l IZl !i 7. y l l h l l l l l I l I l 'l l e 1, ]k *I t/f. l 8 6 i $ f f f f l .I e g j SA _f. 4 e o g 22 / j f l ~3 1 i $24 a 'k 20 IIl l 1 II liI IiI! l : Ii = i ii j g - -i i i i i ii i i i i i !

g..!

e i i i e i 1 i ii g l jn-l l W 2 I ] 4 3* - l i t t I l a r, _i i O l y--i i i i tiililil i'll a Ns_i i i i! ! l ! I i l l l l l l i n ~g --, i i 6 i i i t i i i i i R 4e i,, Q n' m t g 9-d 1 i 3 l l I ~ .e 1 I i

ILiii1 i

i ii! I iii

1 i i iii

? i i i i.i . i,,.,i

g

_} 2 2 R S 2 2 2 2 2 mm.m nam me su

Proct:r Sh:ct g-2o-Q9 Sample}D sS"]Etio A,- AJ G~- \\ l '")' 'pg,) / Ls f.J..n .f-lh S Y t .nosc u. or m so m u a' g g 7 Proctor No. Hamm.f Control o M.inoo / Mold Cven

c.,2Vo9 n

M. 1 2 3 4 5 6 7 A l wcight Moto (les.) g 3 h,Jd h, jo ,30 f,][ f.J(l Mi V Jume Factor 30 30 30 30 30 30 30 8 ( voiume ) e wee ue.a n, jS o <yoo ggo goo 3go yoo ygg MTc'lf *"" l3. 06 13./3 /3.23 /3.29 /3.3C / 3.fo /3 5.2. d

U Mi;11?"

3.74 3,23 3,93 3.99 9.05 y./9 4.a c 0

c'00?L e ll2. 9 lI4.9 ll7,9

// 9.,Fc 12). 5 12 p. 2 12 4.8 X-2. f-3 Y-Y X-5 C-I B-T P-2 a r~ "umo~ l i;:,"*"' 49,I y9.V y 9. o +9.2 99.2 99.7 ye.o ~ k ""r.*nis2'"*'* 2 50 2 50 9 50 2 fo 2J'o '2Cb 1s~0 ?r7<W2.Y* D?. 6 1n.V 2310 227.3 22E3 22/3 219.9 k

- %l0l%>' "

192f 1RLo 192.0 179,/ 1 74.1 17I. B /)/,9 s

- 3lal"$""

J2. 9 /S, & l9,0 22.7 29.7 22.f 30.1 2 <72*n "#."" c,6 f,V /0,9 /2.? /4.o /6.6 / 7. 4 'h }O[. @ /C&,O lOG.$ /O b lO$. b 10beb /0$.l P g gn t /o (,. # /o. 9 gg D.e.a,-o, oo. e g m g mr. w.x

X5 A 9 Y'l Y3 V' 'f y-r c-3 a.9 /g

) uo.,,.a., 2 50,o 250.0 2 r0.0 2500 2 70.o as c. o 2gao 237,2 2333 23 '# 2270 22 'I ' 8 ' ' c i 9'3 'f S' 2-g,/ 99,2 M.o %Y 473 t jgy'9 igy, t IGl. ) n7,8 17s.3 n 2. 7 inY G.9

9. o l0.S

/2. 9 ty. 7 Ic.2 /8. 3

140 \\ \\ \\ Moisturo Density Tcst D:t3 g,jg gg \\ \\ \\. o*'c 6._9 0 0 4 stenour nop3,,_ z p 9y \\ \\ soii nesenpiion g,jj,2 ( g, Af,,) 4 135 y 5 y G,,,, f;]-}v _(a,,) Metnod of Test ASTM D 1557A Modified Proctor h \\ \\ Maximum Density - PCF /g 130 optimum Moisture content % jg,y g \\ \\ Curve Drawn By - Technician g \\ \\ \\ rc..'r Ns/ \\ ( Accepted By - Level 11 i \\ \\l ; i \\ \\ \\ i\\ \\ \\ I \\ ( \\ o I i \\ \\ \\ Ii i \\ \\ \\ g !i I ( \\ \\ 0115 I ' I \\ \\ \\ I t i i \\\\ \\ em i i \\ 's i I \\ \\ \\ i \\\\ t \\ \\ \\ a 110 2 1 \\ \\ \\ l i \\ \\ I \\ \\ \\ c /%3 h i \\ \\ h105 I P' \\ \\\\ l \\ \\ \\ g i \\ \\ \\ g D I \\ \\ \\ i i \\\\ \\ 100 i i \\ \\\\ \\ \\ \\ \\ \\ \\ l \\ \\ \\ i i \\ \\ X 95 y y z \\ \\ N \\ \\ \\ 2.80 \\ \\ \\ 2.70 \\ '\\ \\ YV.60 2 90 M N \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 \\ \\ \\ l \\ N \\ \\ \\ \\ 1 i N N N U 80 0 5 10 15 20 25 30 35 40 - w estmueacustsenr area ecwr ac nav wusaur i

Wash 200 and Sieve Analysis C*' T st No. 6 - 2 V 8 '[ Wash 200 (ASTM D1140) Scale No. Sieve No (2((D gyf Owen Dry Weegnt Owen Dry Weignt % Passing A/ M setore Wash (grams) S

g After Wash (grams) 200 Sieve 6oi erol. I

, Ms 5S Sieve Analysis (ASTM 0422) Scale No. Owen No. Inspector Co c o l.4 d C v107 [2I / Sieve Size Cum. Wt. Retained % Total Retained % Total Passing No. n " *

c3 7/

O &; &c.a H Q /oo.o

ci t<+

2. c

.f 9 ef.g '* ca+3 /2 N 2.3 97.7

C3>9 9H.C J 7, Y 8.2.1 C3 Po

/s?2 / 3d. 3 (, 4. 7

- dF&o Jo/./

gg.y 4,2 '** eMM M25. 9 Clf. 3

9. 7

- e329

.Scs. C '74. 4 & (s W/n sei. / / / plA [30 3 / / i l l E} N $ $ $ Y 6 -25 EY Acceptea ey: men. Daio 703714 A

.a__, 4 a a . - + ~ l ? 'W 5 AMClam As aMUTC3 WC EN 8 s a a e 2 s e a e g g l l l l l l l l l~ l l l l l l l 7 i l i i i i i i i i i i i i i i j i e i i e i i i i i i i i m s g y o 8 N g -3 I U l l l l l l l l I l l l I g I ll i i i i i i i i i i i i i i e g j j j i , i i i i i + i i e + g,. S' I, sg l2 1 1 I I I i !.A-++T I !i i s ...~ aj ! = 3-l 32

Z

_g-22 j i i I 3l 1 i 32 7 I s :; l 2

s s'

l l l l !

I i l l l I l 1 l i l i I j g i l 1 i i ! i i i i i i i i i i l i, iii , i, i e i g, W {,, l l l l j 3* e l 5 i ls l I I j j gs -1 1 'I I I l I a y--i i I as _i i i i i l i i ~ g 6 i i 6 i i., i l e e I I puis e @%'m 9-i 3 a i l 3 .I 1 I t i l ! i i c i I! I i i i i i iii i iii i , i,..: i

g i i i i 1

2 2 2 3 2 4 2 2 2 Wo.w i. .C.u o I

=* i Proct:r Sh ct Date Sample Liamocon 6 ~.2 0 - 9 0 /? fair / RhwiJ onsoector S rouno sc= uS /)W/M /Whium t 0 fr%E Cn.A ~ ee s orem sc= u.ea. C-33 7/ d -Di/o 7 Proctor No. Hammer Control No. Meinoa Mold Cvan (). /s57/r .ec2409 G-D 72 1 2 3 4 5 6 7 A Wesgnt Mote tles) q,gy 93y 9,37 937 9,}7 Q,37 G,,J7 Mold vatume Factor 30 30 30 30 30 30 30 ( voiume I C Waner Acced (mt.) /oO /fo c900 cQ$O 360 .35 0 Vdc W"cla ubsaeight So:Iand gf * /3 27 /3. % /3 M /3.49 is. s*9 13.72

13. 7B i

$,*I Weight of soil E (Ibs.)(0 - A) 8.9d 3 #7 9.O 9 //. / 7 4/,).Q. %37 //Y/ / 1 i-

w. Density E

F obsitt.s ne # a //7 0 //9.7 /? J.D. /23. & /%4 /30.C /.D.3 a Tar

Nu=**

2-I 2.2. R-3 2-y 2-5 E-/ E -2. .1 rue we.gne l (ernmm y S. $' l/Rs t/7. 9 V7. 3 '/7.0 '/9. Z VB3, Ma*re%W 3 50 o .2 So o pse b Dsc. o D 50.o 950.o DSC o ' 3 J TrEr%rsm*E** 24/ 2.- 3 3'f,0 33Y G 230: 9 .9.1& O U Yr 9 $H.0 _I K 1 J. we.ont of Dry soo L (cramss (K - ") /97I /M t ./ 9c, cr /,9 3. (, /90 G / >$ 7 / *73. '7 wegniof Meesture M g (gramsHJ - K) g.7 fy,7 /g.2. /6/ ,2 ). O )f/ .29O Percen Motsture zugu,t,ggs y (__, gy 9, j 7(, y j y, 2, /yJ ff, f N Dry Density (IDSJft.3 ) //2 O # // F (Fl(N + 100) ) /// f //2. 5 f/2./ WWI ' //]. 8 f/V Z &[O,hp Maximum Dry Density (Proctor Densityt (lbs/ft.3) Ootimum Moesture(%k (From Cunne (From Curve) i s k e Accepted Sy: 1.ser it i 7- / 7~= 2 7-3 7'- 4 r-5-~ E-3 6-4 0 ch$0o0 c $0 d &$$ O j f O. (/ c)[0 O YO* D

A40'9 2 M.2. :13</,f 93/,0 a ary,g n f g

& &Ir(o 98.3 '/ 7. 3 cf 7. 6 98.2. </1 9

49. o y,. 9

/ 93 1 / ff9. 9 /g7/ / 8 3 2~ / ~)9 G /*?Y9 / ?I- (> n. .cy ___g a_ _ 9 u_ _ty r /g Y _ __ 'n

$.1140 \\ \\ \\ Moi:tura Density Tcst Data \\ \\ \\. D:ts Sampl) No. g. ; 3.p g g.jj y ( \\ \\ Soil Description ggggg ggg gg,g \\ ) 135 \\ \\ \\ 7o FNC gwu fn 7 y Smyg \\, Method of Test ASTM D 1557A Modified Proctor \\ t ) \\ \\ Maximum Density - PCF pp 130 optimum Moisture content 'A fy y g g g Curve Drawn By - Technician \\ \\ \\ 7<) C HN-l ( ( Accepted By - Level 11 125 g g i, I 't \\ \\ \\ \\ \\ \\ \\ \\ i\\ \\ \\ 10 g ( g o \\ \\ \\ b \\ \\ \\ \\ \\ is i s \\ \\ i. 115 E mg g g w I if sK T \\

i_A, WCJ

\\ \\ \\ o R i \\ \\ t 5 I \\ \\ \\ @ 110 \\ \\ '( l \\ \\ \\ y \\ \\ 't e s \\ \\ $105 \\ \\ )\\ \\ x \\ \\ s \\ \\ \\ s \\ \\ \\ o I l\\ \\\\ 100 y 3 y 1 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 95 x xx \\ \\ \\ 1 \\ \\ \\ 2.80 \\ \\ \\. /.70 2 \\ '\\ g yy.60 2 90 M N \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 y y x \\ N \\ N N \\ l N N N 80 0 5 10 15 20 25 30 35 40 I i., arco enure .t een re ir ce novi., emu-

Wash 200 and Sieve Analysis Da* Test No. g,y.g _] ) 200 pSTM 0114 sense No. Sieve No. SUA-htQ 02SSo c is4 c, CO.%.We'.,,,.i !=R.*ol;% sot ' 51 2. 9 G2.4

9. %

Sieve An. lyss. (ASTM D422) Scale No. Owen No. '"~~ g)M SL e2.Sqo c 29 2-caag $1... si,. c m wi.ne,Mne. % roi. no ne.

Toi., a in.

emi O O Jo O Gm 49 /.o MO c343 2 3, ~7 S. L. 944 " c3,9 d /o.7 &c S 3, / c3so /(A. (s 37.' G7. h = es,o 303.f 59.7 43,9 'a cw4 437.3 85.4 M.0 e% 4(oE.5 9D. $

9. 9 4'A 4 ( 2, ~)

/ '/ tiiA GI 2.,\\ / / l l Accepted ey- -i 7 c.. 745f144

-+ 4 0 1 4 b e a a e a s e e 8-o 8 W d ll Ii1IIIIl l l l l l l l l ! I I I i l i i I j i i i l i I i i i g ) . i i i i i i e i i, i i i i i i i i = i q T C D k 3 Q 4 o E i w 1 N 4 i l i I i i I l l l l l l l l l O i t i t i 1 6 1 1 i ! I l l is ip g g g g g ., i i,, i i.i g_ j = l 3 i7 1 1 III Il l I! _I Mi!i ii ' y iii i i m iii! i i i 3 2 i 'iisi i i i i e i i i 5_t gg j/ a a,- f !!' I s in i r i 1 i g I' a so l Il l l l l l l l l l l l l l1 Ii d i : ii i ! i i i i i i i i I l y, i i i e i i i t i t +i i w {e-l l W 4 ~ o I i I [ g g,_1 i l' I I l l l I I o y-- 5s_i iii ! I I I i i i I i I ~ i i i e i t i t i i g a <a-i M m i t mumm g 9 1 i a l =. - I l l ! il l ,( ll i l i i ! l l i I i e ii i I e i i i e i i i i i,,,e i g 1 s a e a e a a s me w i. um me.u M**

- Proctor Shxt + o.te samme o senation i b - Do-8 Y DAN X'ff> G/ RAA' inspector $1/es ll /T7,d/ <

bilt S&b

\\ >r Powne scow Utet s Gram scale Usec s C-33 ?/ G 2Vo? Proctor No. Hammer Control NC " *i a a Mold caa g,gg g pg1 ogg l 1 2 3 4 5 6 7 A Weight Mold (las.) ]C) Og ef,J C 9,]o 9,JC Q.]C 9.M v'-

F*'

30 30 30 30 30 30 30 8 ( voe me I u C Water A40edimt.) ,g g ,3g ggc p50 360 $$0 t/dC ME," *"* 13.c8 13.a0 /3.3S /5.3.2

13. </3 is.4e is.ss-d a

8 w.ni of son g,gs_ygn _ g; g,yg ,f,ff 3 ff //,6 L Gr. jj y./f y,)[ E

Et = ??n' a e

//3. !/ //x o // 9. y /20 4 !?3 9 GS. 't G X5 F as G Tate Numoer g_ j gg.), gg.,P gg.jj g()[

g. g

,ff / b Iai*m%*' </~/ 2 il7 9 49.5 </7 4 Y7 9 'l& 9 t/7$ 1

- i *.*&**;"*'*

,Q So. o oso o aso o ,05o o e9feo pfos pseo 5 a Pr7, Iia %E' Ma9 2 37, f )3Y.C JM,6 M7.Y AM4 27/i f j n k ?a'r?m"s'>iE %)" /43, / /89,7 / R K s-- /62.9 /29.5 / ?), V /76', / L IoM">'iU "#" 9,/ /c2,6 > /6,o /G, T .23, 6 264/ ,2 &, / ~ M h*

Q}

g,& jQ, } f),b j' y,' } l&,l N g 9 P (F (N 1Y /O S,3 i& a /09,0 /OS,$ //0,0 /09,9 iD$i S Wasimum Dry Density (Proctor Densityt N* 8 8 (Ibs>ft ) Optimum Worsture(%g (From Curve) (From Curwel e Accootea sy: 88-/ 88-3 28-3 88-! BB-s BB-b 7 0500 2 30 O DSo o e95o 0 3 50 o pSc.o ,pfo. o A '$C5 23? 3 35<lo& 730 3 ~2D& 7 9,z 4,g * *,y1,g, i yc;, 2. +1 o V2 'r' </9 9 y9, 2. y 9.o c,g, S-igi, 3 !" 3 /M L /P!'7 i ? ?,5 nr,r i 70. t /2,? /s, V /9-23,3 z y,r zA y cf, y-r.o 6,7 V3 /O 'I 13,i i st, s-i&, I

140 \\ \\ \\ Moisturo Denzity Tcst Dat] \\ T T Daleg, g pg Sample No. j] _ ( \\ \\ Soil Description U l Dd WJL.,,,s:$ sawf 135 \\ \\ \\ \\ \\ Method of Test ASTM D 1557A M liled Proctor j \\ \\ Maximum Density - PCF 7/g,/ \\ \\ \\ Optimum Moi 5'u'. content % j3g 130 g g g Curve Drawn By - Technicia \\ \\ \\ L 3 ( g accepiea sy - tevei n 125 g \\ \\ \\ \\ \\ \\ iI i i i\\ \\ \\ 120 5 g \\ g o i \\ \\ \\ i i \\ \\ \\ s i ( \\ \\ m i i i i \\ \\ \\ g115 gg g w i l \\ \\ \\ i l \\ \\ \\ o \\ \\ \\ 5 '^ 1 \\ \\ 2 Ja % 2 p'~ C C w\\ \\ \\ 110 l lof v i \\ \\ y E \\ \\ \\ e s \\ \\ \\ \\\\ h105 i i \\t\\ \\ g i N \\ \\ g m \\ \\ \\ s i 1 \\ \\ o I l\\ \\ \\ 100 g g y 1 \\ \\ \\\\ \\ l \\ \\ \\ i N \\ I\\ 95 y \\z i \\ \\ \\ i \\ \\ \\ 2.80 l \\ \\ \\ /2.70 \\ '\\ \\ 2 90 YV 60 l \\ 4% \\ \\ \\ \\'\\ \\ \\ \\ \\ \\ 85 \\ \\ \\ \\ \\ 's \\ \\ '\\ '\\ \\ '\\ U h 80 0 5 10 15 20 25 30 35 40 .m. - m m mm.o es., -, - y m., m - e -,,.. ~,.

w..n zoo.no si.v. An.iy.i. o. g.fy p g./2 1..i uo. m (ASTM 01140) Scss. No. se.v. No. $do) L c2560 C JG yl, ll:t.",. C?"'.,,,,, 2P 0J' f' >

^="s"1,3 54S, 4 994,7 g g p..iis m o.za

~ o... No. Alm L 02650 c 29 2 c=g' si... su. c wi. a

roio..

v, ro.. .no o s,i O O /00 ~' em c) O /o c a ema n.9 .2 99.8

em 31 S

6. /

93,9 esw /02.8

19. I 60,9

m, o 200, C, st,$

(n *5. 7 - cm 472.'2 15 L.L l 3, L+ e so 4 74.S 90.7 /,3 of 9 94.7 / / a ses4 / / r W,9 6-a e j D OO

} moim is ames me =u 3 2 E-2 2 2 S R S s. I 1 1 I l l l l l l l l1II N I I il il l 1 i i l i i i it i I 9 g Q , i.,,i... g 3 E

M E

= s n q D h b' I III III I IIIi! i g ii! I I i l i i I I I, e o s j g { ; g g:- =5 I l7 1 I I II

; ; dl !i y *I i

mt i i 6 i i i i i 'ii g s s.- ,,-, ii,ii,.,, .I t ,g. isl: 2 2;: j i 325 i i a i i i 3 a =s _ I i lIi i lI! IiI! IiIi = --i i iiiii ! i iic i i i;ii j g g.., ,i,ii i,,, E g_ 3 o s=- i ! I a I 3 g s - l l ~ 58 l 3 y--t I I I II I I Ii j 3s-i iiiii i i ii l i i J ,iiii g-m, s i i I i 3 =. l l I .r

I I

l l i i ! i I e 1 ii i i i

i i o e ii I

ii ii ii6 i g 1 e a e a a s Decea m At a4Ned W D 3 N I 5.w .-.o _.___--.--__ ---, _ _-_,._ _.,,- -...- ~ ~

Proctor Sheet o.,. u m a o..crimica f, - >c - P y' k'nsis ll ro in,a inse.ctor h, jfft h $ b'All botAs*Al O $$ $t4 SAkb eo.nau. u a, d-337/ at ua us.a C -Me 7 ~ Proctor No. H mm.c Contros No - }Q Q (*~)c}/b g,35 7,y "*" 6 -Mc 9

6-292 1

2 3 4 5 6 7 $p gg'/ Q,37 $g7 9 87 $37 h37 A W.,gnt Mote (tos.) Molo Vefum. Factor 30 30 30 30 30 30 30 ( voiume ) C /00 /50 20c .350 300 3 50 f/dC (InY) /S./3 /.323 is.3o i.3 3 t/- /9.4<1 i3.sc> l3.46:

h D

wegns of sois E ou.>(o - n) 3.76 5, 6(c 3 93 3.97 9.i1 9'./9 V.p.3 ysj

w. o.nety (les/ft.3 )(B x E)

//j. h //g8 // '/ 9 //9./ /),3. @ /J5 7 /j[,, 9 F ' ~ " " " " ' A-1 19-p. A-3 A-4' G-s G~6 &?n E I"C**"' % 'l 49,6 %Of @[ 4M 48 [ @}} I r o.a t , um,,. f - r.r. m1 -.) oso.o ago.o pse.o pso.o proo pro.o atoo "TNEemY $40rla hi(o,[ ')33,0 7SorO AA4 7 2235 ADO,4 i i K ,] w n o,o,y N'= => (" - "> /9(), '7 / 78, *) /R(p. / /P/,6~~ / 27, Y / 7r,l> /)li9 w'een, o, um.iur. 9,4' /35 / 7. O J6,o 23,3 M, S' J9,6 2 ] (c ***14 - m p.re.n Me.tur. (*'u n'* % LI,9 7,2 9,/ //,0 / 3, 0 /T/ I'), L (N("Y'W" ' /025~ /C8:O Jo8./ /07,3 /O9, 'l /09, 3-JO 2, $ Masimum ory D.nsity (proctor o.nsityt [O * (its>tt ) Optimum Mo#stur.(%t / da 8 { (From Curw.) (From Curve) 1 .e' 40 ey: 0-/ &2 8-3 8-4 /3-r /3-c g.y 250 250 cos o apro

age, g go Os c, F9'OrV 9Sc5 232,[ $ 20,0 2%rl'

$93,[ 7fo,o W.3 Wi W3 <n 4 %7 99 9 793 te,2,1 i g ), ci te t,0 A o,o in'( n3,(.o i pc). 7 i 9,7 13, 7 /?,7 /I & L3 9 24, 7 30 9,9 7 2-9,5 ll,0 t 3,7 13,3 1 7, (,

140 T \\ \\ Moistura Density Tcst Data e i \\ \\ T g g 'g

g. 2o-Q9 Sampl2 ND. pg

{ D '2 ( \\ \\, g,,g 4 L g 4 soi Desenotien G r+ St/h $ U 135 \\ \\ \\ uetn d Test ASTM D 1557A Modified Proctor g j \\ \\ Maximum Denssty - PCF 130 optimum Moisture content % j 3g g ( \\ \\ Curve Drawn By - Technician 3 \\ Accepted By - Level 18 ,25 \\ \\\\ / 7 \\ \\ T \\ \\ \\ i' i\\ \\ \\ 120 5 i g \\ g o \\ \\ \\ b \\ \\ \\ g ( \\ \\ h\\ \\ d115 I <\\ \\ I i i ew i i i \\ T \\ i \\\\ \\ l \\ \\ s a \\ \\ \\ @ 110 l h I \\ \\ \\ l i i _ / i \\ \\ t-iAm Y ~ \\ \\ \\ io I s \\ \\ $105 I I \\ \\\\ I t \\ \\ \\ gg \\ \\ s \\ \\ \\ s i \\ \\ \\ o i I l l\\ \\\\ 100 g 3 y i 1 \\ \\ l \\ \\ \\ i \\ \\ \\ l i \\ \\ \\ 95 y y z \\ \\ -N \\ \\ \\ 2.80 \\ \\ \\. 2'70 i ' I \\ '\\ \\ YV.60 2 90 M N \\ \\ \\ \\ \\ \\ \\ \\ \\ 85 y y \\ s \\ N \\ \\ \\ 'A \\_\\ \\ 80 0 5 10 15 20 25 30 35 40 t 94 MfAT#RffdMTJfNT DEPLCEMT QE3 AY WFIGHT J

/ L s4 O ** Wash 200 and Sieve Analysis D.' T.st No. M2,% g (ASTM 0114 Sc.le No. Ss.v. No. M //L-1 C295o C/fM % E;?o",. C'i L,.i 2 07. O J' h sisf4? 5311 44 3,1 9.4 g,.gp... iism um se. No. o.a No. bk C2RSo CBL

g si... sa.

co, wi. n..in

roi.i n.i.,,

v.Toi. n .in. esa r n /0D e3% o,G .I 49,9 cse 3.1 ,G 99.4-

03 %

SS.3 /O,4/ vt9,(,, nto / 2.3,3 g, I g,g " c%e D3.9 O,4 4 f.L '" d5.lt %,5 57,S @h 12.S

c359 412,7 70,% S 9,s q$ { i g

P.n N4 s s s.i / / 7-

70. 7 -

6-24 & 7 _i j 195714 4

M 2 2 2 I 2 S I g o o 11il l iiiiiil l l i Ii n Q i 'iiiiiii i iiiiii g r a 1 3 O @

5 D" I S

\\ 8 9 a s I 9 y n I d d i Ii !Iiic l IIIIII! i i ! ! iil i i i il i i ii L ej

l g

,, i.,,,., i. g r o

I sg - I I8 m 1 Ii i lI I 1' M ii!i r. 8 \\ y ! ii i i w iiiiiiie ii n 3 4 i is, , i i ii i i i i .g E = i. i o, gg I a :' $^ ) 1 E'f ' I i N$. "l l l l l l l ! l l l 'Ii l i E t ! i I i i i i i i i ; i i - -i ! ! g,..i i e , i i i i i i i i i g f,_ l W 3,_ o 2 I a

=

c I l j ~ g's i 3 l l l l l l I I j 'l I y -- I i = st _i i i i i ! I i i i i i i e i e i e i 6 i g R <a-4 e tn g n

q_

I i 3 2 1 I c. 6 I a l l fl 8 l l l ,f w i

6 i a i i i i

l ! I i 9 i i i. i i... . i,,, , i g 1 a e s a 4 a a s m. m me u b 9

- ) * &}}

ML20094P614

Contents

Text

REFERENCE:

Dear Mr. Denton:

Subject:

Subject:

References:

Dear Mr. Bailey:

Navigation menu

ML20094P614

Text

REFERENCE:

Dear Mr. Denton:

Subject:

Subject:

References:

Dear Mr. Bailey:

Navigation menu

Search