appendix c - geotechnical results · sd-2-0-1 002 sp soil description light brown poorly graded...

APPENDIX C - GEOTECHNICAL RESULTS

flR306t*57

PROJECTTJ UMBER"* H NUMBER

STANDARD CHLORINE8911112267-09-02

PROJECT SAMPLE IDETL SAMPLE NUMBERUSCS SOIL CLASS

BS-1-0-1012ML/CL

SOIL DESCRIPTION

Drown silt or clay with 13% sand

SRAIN SIZE RESULTS

U . S . StandardSieve Size

3"1 1/2"3/4"3/8"#4#10#20#50#100#200

,, |KPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0265

% Finer100.0100.0100.0100.0100.099.698.997.295.487.378.2

EFFECTIVE SIZES

% Finer603010

UniformityCoefficient

NA

Diametermm

0.0130.004NA

GradationCoefficient

NA

SPECIFIC GRAVITY

2.60

NOTES

NA = NOT APPLICABLE

4*306 58

ts21s

I §O.

>• 3& So wR pjCu QC Ulg o T_-<f III ° «•* — sir * %*6 5 g0 Z 3 ^2 O & %x e: E7S r- S^ 13 s

-J E fe *r** 'tf\ ^1 ° § «"> W S Aiiig; KJ Q. i7

o ' S8 me r li S^» ^ cc N5 S O » ILLI § S °

j— Q Qco cc 5 ._LLJ < g -r I^ a i * •

< 5to «> fc •w . a |

D ?J

v 1.*Jvj |

* 1cv |

/"/

f1

I —ri=" —•m- — = =-

|IH3H——

•„.„,, _1— —— —

1""— "-

///'~m ——

-//

f^^

jS~J f

J}~^

f OO

T"- O

o"

™O m

cc1±!

E

gmN

^p

O

oT—

rt

1occobCO

gCO

s?g

* -•-£-. * --WESTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTJJttTUMBERR^H NUMBER



SD-1-0-1001ML/CL— ^ ———————— .j. . _._._ ,

SOIL DESCRIPTION

grey brown silt or clay with 10% sand

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

._ KDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0244

% Finer100.0100.0100.0100.098.494.792.391.591.090.482.0

EFFECTIVE SI2ES

% Finer603010


NA

Diametermm

0.0070.003NA


NA

SPECIFIC GRAVITY

2.61

NOTES

MA = NOT APPLICABLE

C-3-

O

§g§

It_*~"s!

ODC

Q-

C

III•gi*S

* |

Q.

COpj

CCO T~

o o> V *E O3C/3 -_O uj 8SP Si m.

H <

go *£2 25 OS 8= aR °- |m W

C3 £ §

g Q< JC§s*S J—S <oW co j^ |

v i£i |*-

i •cO 1

5

" i

———— |

i — —-"m

1i-•//fh=

1.—^ ———

1———

I— .-::

?

1

f

1

\-

$

<

4,*//i— ---....„.„.

D C

,

D C

—— ,^<= ————

D C

-**"=

3 C

^^

3 C

^

3 C

x

3 e

/

3 C3 C

OO

T_- OO

~o „

S3£S0?2CD

O

O- oT-

3

5Oa:<)bCO

o2<CO

UJ1tfo

V

Al p^ ^

»

C-4 AR306U6

* --- * *WESTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTJ^MUMBERtf B NUMBER



SD-2-0-1002SP

SOIL DESCRIPTION

light brown poorly graded sand with 45% gravel and 1% silt or clay

GRAIN SIZE RESULTS

U. S. StandardSieve Size

3"1 1/2"3/4"3/8"#4#10#20#50#100#200

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.075

% Finer100.0100.094.473.455.133.613.02.71.71.1

EFFECTIVE SIZES

% Finer603010


8.8

Diametermm

6.0281.7990.688


0.8

IOTES

C-5

sOCO

G

oXo

i*oEC

1112:oCOUJ

a&CO

fiicc _O r-LL. A Q**• O QWl ft]

c O

0 a iP 1i ® eh" UIB occUj CL S^ til *

3 P8CC .J uj o

9 oCC £

if*s 5g to<0 co «

$Js

CO |

ET

•

.-jc:

5 e

^

3 CD C

0. til

^

'""'

3 Co r

cc o iu

^jS"

D C^ Cl

Z f-

^^

3 CD U

U. — Z L

S

x

3 C0 ^

j cc m

.... -m<S

3 Cr o

> ^

3 C0 C

UJ — C?

/^

— ™~

3 CM T

?:\-

1 "" "PiT-r//

3 C

- oo"

_- Oo

T™

0 sIsUJiLUNCOz

o

o

o- oT™

3

>

uccC)bCO

QzCO

so

V

^ ^f Bt

*

AflR306l*63

* "VJESTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTjMTCMBERH NUMBER



SD-3-0-1003ML/CL

SOIL DESCRIPTION

light brown silt or clay with 13% sand . _--

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"14#10

Diametermm

75.00037.50019.0009.5004.7502.000

% Finer100,0100*0100.0100.099.799.1

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0200.0090.002


NA

SPECIFIC GRAVITY

2.50

NOTES

NA =,NOT APPLICABLE _ --—

c"7

a:mC

* 1U4 *a.1

g *I— U.a ct mO O i-?S "" 4 §

3 8 ui s•— » "y ~* JT1 gl *1 g* 8-J PC O5c P ujp « "35 goi m£ §

WESTON

ENVIRON 4

GRAIN Si;

STANDARD

CHLORINE

U, 8, STANlDAflO SI

EVE StZES

^ 3/41

3/Q*

#4

#10

j|

• •CO I

o

— — H

/r///

L1— ••=

l--~

I----

!...„.„..

1 "--

...-'

,-*H ——f•

^/•'

,*

*

^ ^ /» jrV

"

ff "^

;y4

_«=^_., _-,.- - -, ————

i oc5

- oo

0Q:RAIIN SIZE IN MILLIMETERS

_ o_

o

SILT OR CLAY

Q

1

GRAVEL

8O CD O O O CD O O O OO ) C O h * C D l O ^ - C O C M T -

T-

O-UJCEOUJZI- U_ — ZUJCC CQ>- ^ UJ — O X t-

'c'8 AR306U65

PROJECTJj ttUMBERft P NUMBER



SD-4-0-1004ML/CL

SOIL DESCRIPTION

light brown silt or clay with 32% sand- --

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^KDROMETER

Diaiaetermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0304

% Finer100.0100.0100.0100.099.591.784.675.570.667.649.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0560.0080.002


NA

SPECIFIC GRAVITY

2.58

NOTES

NA =-NOT APPLICABLE

eQ_

CO

CD U.

s isq g w—j to 2: i"Z. O g5 ile i"j E& ,< tr ¥'

S g£ §2 ' W coCC 2J S* Uj

| Q§S < i> Q 5

CC

fcu^

1

git

8%

8%

5

* I

&l 1

V I

N 1*-

n m

<

... ... ••

/.

I

^|..«.»..

t-»..„..„„-^ ———

2 ^

//

_'/

/

3 C

/

/-

/

3

..-'-•'

^i1

O C

.."

D C

X7

3 C

_,jf.x™

^

3 C

*s4b

3 C

^

^

D C

/

3 C

OO

o

o

oT—

o- o5

oo

T—

o

1 0.1

QFVHN SIZE IN MILLIMETERS

OT—

SOobCO

oz

|

GRAVEL

WESTON ENVIRONMENTAL, TECHNOLOGY LABORATORY

PROJECTJJ jKJMBERW^H NUMBER



SD-5-0-1005ML/CL

SOIL DESCRIPTION

brown silt or clay with 33% sand

GRAIN SIZE RESULTS


3 n1 1/2"3/4"3/8"U#10#20#50#100#200

JKDROMETER

Diameteriron

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0316

% Finer100.0100.0100.0100.099.596.792.082.773.466.863.4

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0220.0050.001


NA

SPECIFIC GRAVITY

2.46

NOTES

NA = NOT APPLICABLE

" " • — " • ! * - - • • • . - i - -

C-ll

trUJul5

i §a£ 5g 2E p!CC ECO O T-"

>• 1=3 *>l» %*• *J*

3 ^3 §5 p 5MJ i £ 8_j CC O<f H* tilp CO "5S " EC^g W a. NO * ® 2

S § x s

p g°rft fi *•?*S < «C |> a 9 * '* z <

v 1

& •_

•cO 1

cc1

• —— m— -U

/

II>

Mi ———

•——

!„„,.„„

I *

^///'

D_ UJ

//

X

g ?IE a uj

/<r

,••.•

//

3 C•* C

2 1-

? CD U

u. - Z L

A>JV

S

D Cn ^

LJ QC CC

— -}&.^

? S> 5

jlf^

? c0 C

UJ — O

/4

5 CU T

X H

>

•> c

ooo

_co

~

0 SUJB

12S•z.ga

oT"-

O- a3

5oCCC)b05

Ozoi

_iUJ1a.

WESTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTJ UHBERB NUMBER



SD-6-0-1001ML/CL

SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

HYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0299

% Finer100,0100.0100.0100.0100.096.691.289-288.788.066.7

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0170.004NA


NA

SPECIFIC GRAVITY

2.55

NOTES

NA=NOT APPLICABLE

C-13

1

a:? Q j

2

T" £

CO

> yp fc5 1§ CC CDO o -j< ^ LU S

(9 § 3 o 4 |2 O tf *g 53j-Ll £Q s? ff>

-j E < *£ 5 ™§ ° oI H^ 85 ' «gwEC 2 Q! m

^ EC 2: m oz ^S^*p 3gri 5r ffffi o|5 oi*S P< CO

0^5, 1

en

s1Jj 1'-

fo

8T

„

——— 3

,M._..

7••"""/

| S

*•*

mi'""''^ ——

•....._..

F —

g !Q. U.

_.-•

,x"'

i ?> a: o UJ

7"

3 Cv. <

Z K

>

i fU_ — Z L

————— ^ x*"Tsf

D Cn <

U CC CC

0/

D C3- C

>• 5

>

&

3 C0 C

UJ — CJ

;

^ —— .

3 CM T

I H

-

,

D C

OOc>

^__- oo

UJ

-JiUJNCO•z.<D

O

- oTf-

3

>

Oa-C)5

Q

m

UJ1a!CD


PROJECTJQMTUMBERW^B NUMBER


PROJECT SAMPLE IDETL SAMPLE NUMBERUSCS SOIL CIASS

SD-7-0-1OilML/CL

SOIL DESCRIPTION .., , .

.own silt or clay with 31% medium to fine sand

GRAIN SIZE RESULTS

U, S. StandardSieve Size

3"1 1/2"3/4"3/8"#4#10#20#50#100#200

T)ROMETER

Diameterurn

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0298

% Finer100.0100.0100.0100.098.292.687.574.270.068.661.5

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0280.006NA


NA

SPECIFIC GRAVITY

2.59

NOTES

NA = NOT APPLICABLE

c-15 . : : : ; . - _ _ • : - . • .?-:--"1':'l ' '-* • :'- £ n f\ r\ -—r - 306**72

g-LQUJ^

aa.g 1S pjCC CC UJO O r< UJ T ^

c5 1|3 ^ uj §O 3C -J %^ O i5- P 3o 5 <UJ m <° 8_i E 5 %<t. IT int -H» "5S Q 9tit CC oS ri o! «O ' ^ ioj

O Q g

S 5 s v§: Q 8 *3^< COr? co _ *

s1St

m •so

i•t

///H

3 S

//^-™— ——

3 C» C

a. a

77//

i fCC O UJ

— *,•

.'

f=J—

*• c

Z 1-

X*

5 CO L

U- — Z L

r '

™= - - - j

3 Cn T

u cc cc

T- 5/4|t

3 (r c

>- ^

— /*4f/>

3 C•Q C

UJ — G

A

-L^

D CM i

T. 1-

3 C

OGo"

T-- O

C3

^™

UJt]dzUJb!CO

?CD

O

O- oT-

3

^

ODCO1-

OiCO

UJ1D_G


PROJECTJJ jTUMBEKV. B NUMBER



SD-8-0-1006ML/CL

SOIL DESCRIPTIOI

brown silt or c:

GRAIN SIZE RESU]


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

ffDROMETER

V

Lay with 1

[/PS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0290

% sand

% Finer100.0100.0100.0100.0100.0100.0100.0100.0100.098.665.3

- - -

- "•"

EFFECTIVE S:

% Finer603010


NA

SPECIFIC GR;

2.63

. -

CZES

Diametermm

0.0220.004NA


NA

WITY

NOTES

NA = NOT APPLICABLE

sUJ«s2s

tO EC

3a.>• <cc 3P LJCC rrO 0 if

g e: Og o £ s I0 3 5 s * S I| SiP = $ „ •UJ St RP ® t- £_j ttOE- 5 2 K c5^ m £ § ii 1 is^ tl 3 o ]

O Q *

fc § 1 i$ il5s &^ fe

W5 co" gj |

^ 1

§* 1^

v «cO 1

<t

.«&/-•"""""

1 ——————

l"——~

1-™-

I———— "

I~"

!.,..„,..,

———

3 C

,--'.-••** " ~

3 C& C

a. UJ

..----•"

D Co r

a: o uj

S' T

3 C*• Cl

2 H

S

3 C3 L

U. — Z U

- —— =«

*

3 Cn •«

j a: CD

**/"J

•

3 C

> &

;/r~

..

3 C

UJ — O

7 -

3 C

r i-

3 C

O

c5

i .- o

o"

"H"

0 COCC

Hi3S2

N

2

ga

ot—

sT-

5

§Oa:C)ti»

a5

UJ

§If

WSSTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTJQ ttUMBER ' -W^B NUMBER



SD-9-0-1002ML/CL

SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10

Diametermm

75.00037.50019.0009.5004*7502.000

% Finer100.0100.0100.0100.0100.098.3

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0100.003NA


NA

SPECIFIC GRAVITY

2.57

NOTES

NA=NOT APPLICABLE

Q-

(N l~O uJC* 5?i f*^

5 §CO

>• 55 45 i§ DC COO O —I

3 0 CD §a g ®BJ m % §^ E <**• i-n W

§ |=J oHE KI T -

0 ' "Sro*#*• >4B S W^ 21 Q. Ill

i ? w8ffi Jfc ^ uj o-3» OC £ fe*• f\ &o H top =! Q

> Q 5 *Gu Ji< COg w . |

cnv 1

Si 1^

H.//l•"—— •-

/tI"™"""

1""--

—————— i_ii

i

•

//

i--

i---

/.*

X•X"

ji

ts

/"

^^

4

.

<ooo

T~(

c5

~

1UEli32UJ

CO

ges

o

(-1

S0ttf1)ti$5

ozSi

til1D_O

PROJECTJJ TUMBERV^H NUMBER



SD-10-0-1007ML/CL

^!S<5IL DESCRIPTION . .

brown silt or clay with <1% sand

GRAIN SIZE RESULTS


3«1 1/2"3/4"3/8"#4#10#20#50#100#200

j DROMETER

Diametermm

75.00037.50019.0009.5004.7502.0OO0.8500.3000.1500.0750.0299

% Finer100.0100.0100.0100.0100.0100.0100.0100.0100.099.757.4

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0330.006NA


NA

SPECIFIC GRAVITY

2.64

NOTES

NA = NOT APPLICABLE

C-21

Om

OO— jO

UJiLU

s

tu x

ipfUJ

IT -0 Vu. o SiLU O it

IS*2 OT —. •O ||j g 1

o e, *§ 5?< 1» 8

^5 %£j LU& 3R a. | "

3j ijj %

O Q§ § 2 ID 5Z p£g COW°5 ** •

V 1

h I

• •« 1

cT

, ---

I""™"

1 ————————

1 " "

1 •"-

• """•-

t ™r

^ — 11

•--—

• ———

i §

--•"-

g sa. uj

.-*""*

5 C

CC O UJ

•

......--•"

D C•* t

2 H

/*

"*

3 CD 1

U. — 2: L

^

3 CO *

U CC CC

"

— ?*x'

3 Ct C

>• 5

1

^

#/

1 §UJ — O

f

3 CM r

X t-

3 C

oo

T—- oo"

*•"

0

o

- o9

oOCE

UJbi05"Z.

COa:

3

CO

flR306i*79

WESTON ENVIRONMENTAL -TECHNOLOGY, LABORATORY

PROJECTJQfcOTMBERH B NUMBER^^L DESCRIPTIO1

£>rown silt or c!

GRAIN SIZE RESUJ


3u1 1/2"3/4"3/8"#4#10#20#50#100#200

JJYDROMETER

STANDARD <8912012267-09-0:

T

Lay with 2

TS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0298

:HLORINE

i

2% sand

i ' •

% Finer100.0100.0100.0100.0100.093.985.381.379.778.168.5

PROJEC]ETL SA1uses sc

C. SAMPLE ID*PLE NUMBERJIL CLASS

.. ..

EFFECTIVE SI

% Finer603010


NA. - . .

SPECIFIC GRj

2.49

SD-11-0-1003ML/CL

-

CZES

Diametermm

0.0150.004NA


NA

WITY

NOTES

NA=NOT APPLICABLE

C-23

O

§O2O2Xo

LJJ

1sLU

1

cc<0 UJ| te

5 i03

IjJ

CL<

ff COo c.

UJ g*"•" "" b

fiC O £ 8Z*«< H!~ o %O COH UJCD 6- KE 3 %en enQ ^Tsa oJ BOT O

3 1O <f Q co lo

T'*"Ja 1"

. •CO |

sT

/

//

I---

• „

•„. . _ .:————

I «

—— jH11i

^x

Q. UJ

/,*

//

f

J—

3 C

CC O UJ

/•T

3 C^ C

2 I-

^ *^ F

3 CD L

u_ — Z L

•jX"

b.^" ™

3 Cn ^

U OC CD

#s

3 Cr c

>- 5

^f

3 C0 C

UJ — O

/4

3 CM T

X 1-

3 C

- oO

- oo

~

° COccUJ

sd^szc?o

o

- oD

>;

OETObCO

Q

a

LU§tfO


PROJECTT TJMBER __ _B NUMBER



SD-12-0-1004ML/CL

SOIL DESCRIPTIO1

brown silt or el

GRAIN SIZE RESU]


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^YDROMETER

*

Lay with 1

:/rsDiameter

lEia75.00037-50019.0009.5004.7502.0000.8500.3000.1500.0750.0310

5% sand

% Finer100.0100.0100.0100.0100.095.890.688.487.185.464.0

• .

EFFECTIVE SI

% Finer603010


NA

SPECIFIC GRj

2.47

CZES

Diametermm

0.0220.0050.001


NA

WITY

*

NOTES

NA=NOT APPLICABLE

C-25

RATORY

R SAMPLE # 891201-004

HYDROMETER

9 "- E 8*5 uj - ^& E S3 o 2 so z 6 5h2: o w5 §3UJ CQ D. S

|| to w

i sai §

WESTON

ENVIRON *

GiRAIN Si

:STANDARD CHLORINE PHOJ

U, S. STAWDABO

QtEVE SIZES

1 1/21 3/41

3/6*

#4 #10

it

" •

.-**

r/I /ffI/rI

......... JL. ...... ..—— . —— u

///•••••--

1----

—————

I— -:.::

•

..•""*.'•""

},.-••*

Xy'™

^

/&s"

Jf^

i

/y„„.

>r

— - —

od

_. od

T—

0GRAIN SIZE IN M'HLUM'ETERS

O

<^itow

o

GRAVEL

o o o o o o o o o o oT-

CLUJCCOlUZl- u.— ZUJCC CDV 5 UJ — CJ X h-

' C-26

flR306l*83

WSSTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTTC UMBER* B NUMBER



SD-13-0-1008ML/CL

SOIL DESCRIPTI01

brown silt or cl

GRAIN SIZE RESU1


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

ilYDROMETER

*

Lay with <

TS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0284

1% fine sa

% Finer100.0100.0100.0100.0100.0100.0100.0100.0100.099.269.1

tnd - / ; =

EFFECTIVE SI

% Finer603010


NA

SPECIFIC GR^

2.59

EZES

Diametermm

0.0190.005NA


NA

\VITY

NOTES,

NA ~ NOT APPLICABLE

C-27

cc15

ea Q* 5Uj £

D-

>- <£ «O -Ji- K< LUcc cc *0 0 g<f IH CO § !•-1 %. T- *S- Si. iS 5C Qs r3 fn •S »§ 1 •^ O Q- '"•^ w

H 1^113 S *1 £0 S SoLB in cc o •2 H £ S •O ^ i P3

>Z. f<

j— Q Q

^ S|* "< fefe =0 b 1

v 1

5s 1

b 1

...-•-

P ——————;i —P,...__i----

i•——t=I- ••*

, ---*"-"

•_,-•**/*y1

k^ ^

/J

tf+

-

/

Oo

s

OO

.:: / i- -• -VWESTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTJ^MJMBER-VV NUMBER



SD-14-0-1009ML/CL

SOIL DESCRIPTION

brown silt or clay with 1% fine sand

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

ItpROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0293

% Finer100.0100.0100.0100-0100*0100,0100.0100.0100.098.857.1

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0320.0090.001


NA

SPECIFIC GRAVITY

2.56

NOTES

NA = NOT APPLICABLE

C-29

CCUJte£

0.1fr wO jjt EEC cc -o o v— j 5? Zi •ifr

9 B m S 1— J Ul _O 2 1 %

O ±1 < 1^ m » S

2 Q rsjTl <-— >

S [ij n. §O y m5 S S £i

2 ^ " ^ U J ^ o mO '-'coF Q or° ^ s •

V 1

^ 1^

* t« 1

cc1

b<-*"J ———(

1 **" "

I ——

• —— _ ——

1 ...,....„"

I-----1-I — — —

————

i s

_...-•"""

8 fQ. UJ

.--**"""

3 C

n: o iu

.-•""

D C• ci

2 H

^

D CD L

UL. — Z LJ

^

3 C0 *

LJ CC BC

—————

X

? f>- ^

-

4/

4bsi ———

D C0 C

ui — a

-trPr

3 CU i-

r K

f ——

3 C

- oO

^_ q

° COCCUJt -iZISJCO•z.2

oT—

VuV

T-

3

V

OCC0

CO

Q5CO

%£O

ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTTfl fcUMBERffJ p NUMBER



SD-15-0-1010SP

I* DESCRIPTION

Drange. brown medium to fine poorly graded (uniform) sand

3RAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#1001200

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.075

% Finer100.0100.0100.0100.099.999.394.18.90.40.0

EFFECTIVE SIZES

% Finer603010


2.1

Diametermm

0.6300.4360.307


1.0

NOTES

'C-32 ._.. . v-.^.i-iT:——- ._ ..."

' - 8 8

RATORY

R ETL SAMPLE #10

ENTAL TECHNOLOGY

LABO

: DISTRIBUTION CURVE FO

IOJECT SAMPLE SD-1 5-0-1

3 #50

#100

#200

^ sH «" Kg Q Q. «

8 z igLU /** _J a* *--£ x GJ %O O cotz D ffCO S < •

2 5

v 1

|u I

* •

__— H —

/I

1-J

[1 ^

|...... -

co | • — r,:-

it

^— — '—— —

— — --^— — k — —— - - — — — — r==-—

--::J

=Jgl ———————

- oo

™

ci

.,_0 COcc

1 ^Es

G.RAINS1ZEINMILLI

oSILT OR CLAY

2:CO

GRAVEL

D O O p O O O O O O O

"/l"R306l»89


PROJECT^ UMBER _B NUMBER

STANDARD CHLORINE9001012267-09-02-0001


SS-R11-1-1046ML/CL

SOIL DESCRIPTION


3RAIN SI2E RESULTS


3"1 1/2"3/4"3/8"#4#10

Diametermm

75.00037.50019.0009.5004.7502.000

% Finer100.0100.0100.0100.0100.098,4

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0090.002NA


NA

SPECIFIC GRAVITY

2.55

NOTES

NA=NOT APPLICABLE

C-34

'

§ §O m* "3sJT Sj

O P

3DC *

< COCC 0C _tO OHCD U. UJ g

v_ > T *

O 21 * %2 OSx c wo nz m

_j a: 51 %*£ 5 ?nsf ^Hi h os Ri uj §3 « m 2o o o>

S S 1 *P SiW I < •g o 9 %Q PCC co^ OT - •

^

^ Sr 1•tf •

£J |^

•P5 |

c^

:/

f——11——

/II

«. —— _«

]

I—————

I,..,, „..— 1^ ——

I--"""

R c

^/

D C

Q_ UJ

S

D f

CC O UJ

X

3 <^ (

Z H

^f

s

D CO L

U. — 2 L

C-35

J?±s

D CO T

U CC 03

^

•

3 Cr c

>• 5

/

D C0 C

UJ — O

4-

•

3 C\] T

X H

3 C

OOO

_od

~

111UJ5d

WCD=£CD

O

O- O

3

5Oa0b«

z:*

_jLU

|OfO

^

PROJECT• NIMBERB. NUMBER



SS-T11-1-1047ML/CL

SOIL DESCRIPTION

brown silt or clay with 5% sand -.-_.

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JIYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0254

% Finer100.0100.0100.0100.0100.098.897.696.496.095.484.2

EFFECTIVE SIZES

% Finer603010


NA

Diametermm ,

0.0090.002NA


NA

-SPECIFIC GRAVITY

2.62

NOTES

NA=NOT APPLICABLE

C-36

otr

> a£ aP Ig wO O P^CQ Li. LU2 UJ *>- S- *""3 8 E so g Jo § uj(y S2j PC S

LUs2Qoc

o2^i

5£

j£T

X

M'te8

8*

w

*

•* 1

«b 1

V 1Sr

jj I^

co 1

../

w''"^ ——

11

tIm

L1-R .....„.-

frTTTTTTT-

I"---I...,™..

'

^/

---- — •-•

sA !-"

^Af

w-' ™

....- £—

/*

/*•

>

— „- ., . ,

o- oo"

—- Od

~0 s

_J1zHINW2

SG

O

o

OccC)l~ta

O2<

LLJgc!

WESTOH ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTjflfeUUMBERft p NUMBER _



SS-V11-1-1 - -048ML/CL

SOIL DESCRIPTION

brown silt or clay with <1% sand

.GRAIN SIZE RESULTS


3"1 1/2"3/4 n3/8"#4#10#20*50#100#200

^ DROMETER

Diametermm

75.00037.50019,0009.5004.7502.0000.8500.3000.1500.0750.0240

% Finer100.0100.0100.0100.0100.0100.099.999.899.799.798.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.005NANA


NA... . JL

SPECIFIC GRAVITY

2.52

NOTES

NA=NOT APPLICABLE

C-38

feo

§Otn

IUJ2:ILU

„ rt-1 I29 ET" ^O Q

1 §en -1-

3Q.£g

cc i

UJ TH j

CC T™3 i si\^ f~ O i

Ss *C U| I60 Q_ §§EE "en §LU O 0 1Si S s'L-"g « IE

||l ,

oggi9 Q5

o z % •M PCC COi-s CO • •

2 "3 w

»Jo I•r-

* •cO |

ecT

^

f

I"-"""

i ——1FI ——|-"=iru

I™"™

•"0=="

I"---

I"-"-

§,„.., ,.

I-"-—

5 c—

^•* *j ^

3 C5) C

Q. UJ

-A -^

B f£E O UJ

^

^

3 C• t

2 1-

^

X'

D L

U- — Z U

s*

3 Cn T

J CC CC

4

/*

D Ct 0

>• 5

r

D C0 C

UJ — C

3 CVI T

X *- -

3 C

O- oo

- o

^

0 COCCUJh

3

UJEdCO

§i£C5

OTT-

o- o3

>

Oa.0g

o2CO

>

O


PROJECTJJ^NUMBER •V Bl NUMBER



SS-X11-1-1049ML/CL

SOIL DESCRIPTION

grey silt or clay with <1% sand

GRAIN SIZE RESULTS


3n1 1/2"3/4"3/8"#4#10

' #20#50#100#200

HYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0254

% Finer100.0100.0100.0100.0100.0100.099.999.899.699.583.5

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0090.003NA


NA

SPECIFIC GRAVITY

2.65

NOTES

NA=NOT APPLICABLE

C-40

R30 6k

ro P-i33" ftfO uj* -«J"^™ E

i 1o> -1-

yj>. -JDC &£ Ir~- <3,Cu CC iO O PCQ U. u] g |_J JU fH %.

>- ?• 'Q § '

§ 2 ?^ ^ WJ_ t_ ,o 5 3j pc^ *P to co•2 Q I—y S fe p•* fsj UJ §o " £^ Se z eS

2 ® |S?

? 3im Z S .> t> § "*

O 5CC toQ « b |

^ ^ 'c5

5! 1

* ICO |

,.-'

,•*

•''

•——-»-

l nnrr

1I— "

^.•'

s_ jT*'

, XJ9?

^

^&"

J^

J/*

"-

.

i

ooo"

_- o

o"

^

° wLUUJS

izUI

•z.go

o

r-i

>_2OCEf^

bCO

o2m

UJ|ft

C--A1


PROJECTJQa JUMBERW^B NUMBER



SS-W12-1-1015ML/CL

^SOIL DESCRIPTION

light brown silt or clay with <1% sand and some organic debris

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JgDROMETER

Diametermm

75.00037.50019.0009,5004.7502.0000.8500.3000.1500.0750.0265

% Finer100.0100.0100.0100.0100.099.999.899.699.599.390.8

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0080.002NA


NA

SPECIFIC GRAVITY

2.53

NOTES

KA=NOT APPLICABLE

C-42

DCeO

oo5

UJ

oCC

UJ

IS

u> cc9 Er- 3:o oi io» -C

d.

CO

01 d™ m,

> i *

ff 5or SiZ> *C3 */•h~ i3 UJ 1

E S *S5 *£Q (_UJ O & 1fs uj %

T3 Q^

£ sO Q

X -. 15|««CC fe5 <£ fc 1Q _; £ 12 => »*3I

W . Ii'

gj 1^

« I10 |

///

m ——• ——

i---t-• ———

L-•» ———

,i—————

1""™"

•

V—

^^ -

^^

——Jr*

/f /

....

oo

T__ o

o"

o

. o

n

o

05

IDN


! PROJECTrj IUMBERiflB NUMBER



SS-013-1-1010ML/CL

SOIL DESCRIPTION

light brown sill

GRAIN SIZE RESU]


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^HYDROMETER

f

: or clay

LTS

Diameterxtim

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0265

with 15% s

% Finer100.0100.0100.0100.098.891.987.986.185.484.879.4

.and anti some organ

EFFECTIVE S:

% Finer603010


NA

SPECIFIC GRJ

2.60

ic debris

CZES

Diametermm

0.0100.003NA


NA

WITY

NOTES

NA=NOT APPLICABLE

C-44

soo

•

l i0 Qo po 2:TO x

> 3s: &

ENTAL TECHNOLOGY

LABORAT

: DISTRIBUTION CURVE FOR

XT SAMPLE

SS-01 3-1

-1 , ETL SA

)

#50 #100

#200

«* N UJ N

1 ' 53»LL Zl CC UJ

° lll|5 55 BP H Q5 d 5LU ST § ~i i

EC fe< 03 - j

05 s '& 1

b i

ct1

y

/*/y

f=t=

I----

•„„.„...———————

•__ —————m. :

o

•:

•/f

—— •___i—PI•• ....

-t-|J

•' ———/

2 Q5 05^

t-/

^j

^s F

x'

^S

S>

/

^

/-

CJO

- oo

0IZE IN MILLIMETERS

CO

2CD

O

O

SILT OR CLAY

o

GRAVEL

C O h * C O L O ^ C O C M T -

o,ujn:oujzt- u_ — ZUJD: m>- ^ uj — o n: H

flR30650l


PROJECTJC^MRJMBERW^B NUMBER



SS-R13-1-1OilML/CL

^SOIL DESCRIPTION

light brown silt or clay with 18% sand

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

HYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0259

% Finer100.0100.0100.0100.0100.096.489.384.983.482.381.9

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0100,003NA


NA

SPECIFIC GRAVITY

2.60

STOTES

tfA=NOT APPLICABLE

C-46

£ CCQ OCQ U."S Ui—' ^

3 5o 2;z O

UJ |

?! §

8UJ1

fl-

t*" P

Q tH* -eO Q5 go *

aQ.mg-jE gT" %c

C

£f §

UJ~J O

£ *(/>f-UJ ^

Q. £4

^ uj O

°, QS Q •*" 1o g % •o s<"JP* CO - •Q . so 1

s|y 1

*~

f 1cO |

<

/

//'

,,,.„„

•-••"••

>§"••"• '

^ s

¥—— f~

;-t-......]..i

5 (

K"

D <

&

^

D C

>*" rf ~

3 C

A-X"s

D C

^

2 <

//*"

D C

V

:

3 C3 C

OO

T__ q

T™

o oCC111

23

HiNCO

- -zgo

o

- oD

>-oCCQ

s

ocfl

_JLU1o:o

1R306503


PROJECTJC^MKUMBERW B NUMBER


PROJECT SAMPLE IDETL SAMPLE NUMBERUSCS SOIL CIASS

SS-T13-1-1012ML/CL

^SOIL DESCRIPTION

light brown silt or clay with 3% sand _._ : „„ ....

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JIYDROMETER

Diametermm

75.00037.50019,0009.5004.7502.0000.8500.3000.1500.0750.0271

% Finer100.0100.0100.0100.0100.099.298.398.097.897.380.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0130.005NA


NA

SPECIFIC GRAVITY

2.53

NOTES

NA=NOT APPLICABLE

c-48 .: "^ :.

SR3Q65Q14

3o2:3:O

IUi

ICOUJ

Q-

* uj9 EH5 Q5 p& -*-

Q-<

rr OTLL ui g

_^ ^^ •

° P §

r~! 1*4£Q a. ^ce s *S2 toIH m ^tt =) *1 § 1!S 111 ^ i

j» c2 C3 <«

31 S iQ pg COQw • •^ D

fi .5 Be5

Jvj I

w •W 1

€

,-*•'

!• ————

11

|| ————

^• ————

E-l-»»-

|==r.

I""-"

5 <

ix'"

.-*

2 c

<r"r

3 C

>

:> c

ji*

P C

A -^jv

D C

>SS

3 C

•

^f

3 C

/

3 C3 C

- oCD

*—- OO

T~

0 e5=i2ZUJb!CO

£o

o

o- oT—

3

§0cc0b

azs

_rUJ

g

C-49

ftR3Q65Q5

WESTON ENVIRONMENI^L:TECHNOLOGY LABORATORY

PROJECTJQIBIfUMBER 'W^B NUMBER



SS-V13-1-1013ML/CL

^SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^JDROMETER

Diametermm

75.00037-50019.0009.5004.7502.0000.8500.3000.1500.0750.0280

% Finer100.0100.0100.0100.0100.099.797.193.690.686.272.8

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0220.0090.003


NA

SPECIFIC GRAVITY

2.65

NOTES

NA=NOT APPLICABLE

C-50

3^06506

; o

W g9 IDT" ^O Q5 so> -

UJ

EC 5-

g W

8 P h oCO tl. Ill g

s is3 05 8° 0 «

§ sS iI! E< |j <

i SS §o * ^ o ma: g o: gIII *|j a UJ ® '

e §ste ^s| ||;iCC fe

isw i1

£j |

CO |

— r/•

//-^ — '/••—»!„.„„.„

i-—-!„„.„.„

•--"--

,.•'-•

/i\l1 ——

-•*

.----'*^ _ - ~

r-

/

I/

"^T ———x

_ tJP-Ar 1™

oo

Trr- oo"

0 s2_J1UJrg

g

O

oT—

o

SILT OR CLAY

Q<

GRAVEL

i

<

o o o o o o o o o o o*r" J3

O-UJCEOUJZI- u_ — ztucc m>- ^ in — o x h- fl

flR306507


PROJECTJC TUMBERK^B NUMBER



SS-X13-1-1014ML/CL

SOIL DESCRIPTION

light brown sill

GRAIN SIZE RESU]


3"1 1/2"3/4"3/8"#4 .#10#20#50#100#200

HYDROMETER

T

: or clay

E/TS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0260

with <1% s

% Finer100.0100.0100.0100.0100.0100*0100.099.999.899.788.8

and

--

— ---"•"-

EFFECTIVE SI

% Finer603010


NA

SPECIFIC GRJ

2.59

CZES

Diametermm

0.0090.0050.001


NA

WITY

NOTES

NA=NOT APPLICABLE

052

2o-g

_

1UJ2:ofeUJ

R .SAMPLE #9001

01 -01 4

HYDROMETER

O P

STRIBiUTI'ON CURVE

FSAMPLE

SS-X1

3-1-1 r

E

#50

#100

#20

GIRAJN

SUZE or

LORfNE PROJECTS

ID SI

EVE SIZES

#10 #20

STANDARD CH

U. a STANOAI

1 1/2* 3/4' 3/8'

#4

/_.'

.-*grn: ——• ———

s• ————

•.

1"---

1----!„.,.,..„

•-,.,..~,,——————

. ..........ra •• ———— _

CcT

Sf. _ * ~A"^ — "^™

^ u ,— -**

S¥

fi

•

/ oo

- oo

T-

0GRAIN SIZE IN MILLIMETERSO

O

SILT OR CLAY

O

1

GRAVEL

D O Q O O Q O O O O O

C-53

SR3065Q9


* - •=-

PROJECTJ<M^UMBERW l NUMBER



SS-L14-1-1007ML/CL

^SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^YDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0293

% Finer100.0100.0100.0100.099.895.388.876.571.069.263.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0220.0060.002


NA

SPECIFIC GRAVITY

2.60

NOTES

NA=NOT APPLICABLE

C-54

T o

Y LE# 9001 01 -007

HYDROMETER

or Q.g ^

CD U. til g

§ 3^80 2 i %i o g

P * £ 5-J EE aip CO (Ag 1 L_

o * ^ 8 „ *EC Z DC S5 ^ D. tJ

(f, rf* —Cj ^i_ ** Q

Mj «U jC 1

CC w2j CD » •

CO

§ 1• •

*

///

r-

///

«/

/

/

/

//

/• —————

»p

^

^

"•>!jfsfr

+

J(^

f£*

> tJO

- OO

ccUJfcZJ_J5'Z

NJ

Z

OT—

O

SILT OR CLAY

I

GRAVEL

O O Q O O O O O O O OK"

C-55

flR3065||


PROJECTJflA UMBERV B NUMBER



SS-P14-1-1008ML/CL

SOIL DESCRIPTION

light brown silt or clay with 15% sand ;

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#501100#200

TTTT T 'D /"YWC**TI V O. BUL UX\ \Jl Tl J_t J. P. re

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0256

% Finer100.0100.0100.0100.0100.094.889.186.685.985.483.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0090.003NA


NA

SPECIFIC GRAVITY

2.63

NOTES

NA=NOT APPLICABLE

c-56 . : ;„;• : . _

12

Io oCO LU

3 ^O 2Z O5 iUJ w

i . So OT

UJ2:g

tn OCo HfO [U

O Q

§ 1O -1-

3Q-

S>t

T"* Ik

t-

g- 8w *C/3

a 831 *•?enO pin £"3 ^

C* tUQ* s

|P

3 1^" 0 I

9 ?5S co « •Z! 3 w

i1|y |

^

_ «

<O jj

c

//*/•

1

1-™""I-.™..™

I-.;™—

P c

•<

Vj;;^~ " ——

il

-hT/

> c

/"

D C

.J* -^

D C

xAr

.x*" ™

D C

A.**'•

D C

x>*

D C

y*

2 c

/

3 CD C

- oO

„ oCD

0

oT—

'

- o3

ood

T—OCD

0.1

E UN MILLIMETERS

NlCO

1o

T—

oT—

oDCObCO

Ozg

GRAVEL

|


PROJECT -J NTUMBERV^B NUMBER



SS-U14-1-1009ML/CL

SOIL DESCRIPTION

light brown silt or clay with 2% sand and some organic debris

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8 »14#10#20#50#100#200

HYDROMETER

Diametermm

75.00037.50019.00.09.5004.7502.0000.8500.3000.1500.0750.0255

% Finer100.0100.0100,0100.0100.099.899.298.898.297.785.4

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0100.004NA


NA

SPECIFIC GRAVITY

2.61

NOTES

NA=NOT APPLICABLE

C-58

Q

>•

I

O

t•z.UJs2:oDC

LU^OfeU!

a cco hj

*o 5| §aQ-W

CC j0 f=U. LL1 gUJ *• yJ

CC TOr; 8!Z i w.SSl—*5 uj

t- %Q KU4 O Q |

xi t.t W 1C£ UJ w o 1

8 S£ 1 1D 1(£ toS cri - |!=•*° s'^

^J |

T-

« 1

c

//

Jit*"Jl ———

1""-""

•--""

1—-_____

!«„.„„

••"—•

D C

^.*

D <

^

p c

s*

D C

A" 1j, ™s*-

3 e

,^ - ^

D C

y

^^

D C

7<

D C

/

D CD C

OO

1_Oo

"o OT

irin5aIz

CO

pKO

O

- o:>

§ua:0bCO

zft

LU

g

C-59

flR3065!5

WESTON ENVIRONMENTAL. TECHNOLOGY LABORATORY

PROJECTJCMJHUMBER •W^H NUMBER



SS-H15-1-1001SM/SC

SOIL DESCRIPTION

brown silty or clayey sand with 38% silt or clay and some organic debris

GRAIN SIZE RESULTS

U. S. StandardSieve size

3"1 1/2"3/4"3/8"#4#10#20#50#100#200

HYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0298

% Finer100.0100.0100.0100.099.587.073.748.139.638.029.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.5560.0350.004


NA

SPECIFIC GRAVITY

2.58

NOTES

MA=NOT APPLICABLE

9 i5 1

> aDC i:

< c/iDC DC _iO O h-CQ U. Ill g

S ^? r-»O O ™ 8i~~ — j». j-| 1" *o 5 tu}JJ i 8-J OC g< I- <5 ^ S5 ° o PP ni uj §i ' 8 3 p>LU2§UJ

^&

?_II---"

••---

O C

/s

2 e

_.f

x

D C

s/"jf

D C

X"X"

3 <

/

/

D C

//'

1- -•-

3 C

^

5 C

41

•&/

^/"

3 C

/f

--•--—"

D C

Oo

T_J

o

0 8UJ

I3zLU

COz.So

o

o- oD

>-

OtrobCO

ozCO

LU

g

C-61 /5R3065I7


PROJECTJC UMBERW^B NUMBER



SS-J15-1-1002ML/CL

SOIL DESCRIPTION -


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^YDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0292

% Finer100.0100.0100.0100.0100.098.897.083.172.770.765.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0160.004NA


NA

SPECIFIC GRAVITY

2.56

NOTES

NA=NOT APPLICABLE

c-62

3>3O

±

ffl

QDC

1LJU

1UJ

**s DC0 *"o tn* ^O Qs g© £o -1-

sQ.1

COCC ju. LI gW o t W

>• Va: -7§^ §2 * £g en *ET uj

E * *5? 5Q H-KJ HI ^

§1X < . *

g COp? 03 * •

2J3 fc

^J^ Iz

&> |

<

///

-^ ——

]NI"™—I-— -

•"-"•»

|:..::v:...

2 «

—— •-

/

3 C

/

X

3

V7.•

0 C

^

D C

s.ST f

v'

D C

•

* -

3 C

^

/*

D C

r

D CD C

OOo

,_- p

«»-

0 ss3

UlIM

^£o

o

o- oD

>-

OccQ

CO

Qz<CO

-JUJ1cco

AR3065 I 9


PROJECTJ JUMBERH B NUMBER



SS-N15-1-1003SM/SC

SOIL DESCRIPTION

brown silty or clayey sand with 24% silt or clay and some organic debris

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JIYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0337

% Finer100.0100.0100.0100.0100.091.569.433.624.923.516.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.7060.2390.013


NA

SPECIFIC GRAVITY

2-. 61

NOTES

NA=NOT APPLICABLE

C-64 -L :± ::-" " -

-— 4R3Q6520

g sI fcO O5 so g

015- -*£ D-R |g c o

DC _jCO Li. Ui g

w |

i li 8* ij ;X r± j_ i__o 5 01

^ si1 S5 a5 S uj S• • SS "9 "O c o r ti_ COgC Z CC uj^ "3 Q,, tN

§ Sl||^ ff* Ssg llg Si? >

Q gCC oo

P J tv

^ 1- •

/

/

I---

I

I----

I.........in H

CCi

/

—— '::../l

X

f*

^•

^.s>

m

.'^

r

1

^^4-

/

•

4

*

4Af

jLFsj

'T"

r Oo

^

>

- Oo

^

0IZE IN MILLIMETERS

wis§O

O

o

SILT OR CLAY

Q

1

GRAVEL

_

D O O O O O O O O O O

Q-UJCCOUJZh- U- — Z UJ CC CQ>- UJ — G I H-

CH55 (1R30652I

>-.-.- r j. -, I i .


PROJECTJ UMBERV^B NUMBER



SS-R15-1-1004ML/CL

SOIL DESCRIPTI01

brown silt or c]

GRAIN SIZE RESUJ


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

HYDROMETER

*

Lay with 8

JTS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0241

% sand

% Finer100.0100.0100.0100.0100.097.995.093.292.591.987.3

EFFECTIVE SI

% Finer603010


NA

SPECIFIC GRj

2.62

[ZES

Diametermm

0.0080.003NA


NA

\VITY

NOTES

NA=NOT APPLICABLE

c-66 ~= * :: •'..:!"r:;l"":' -~~::""" —flft.306522"

f\ "i

o zZ Q31 Co 5y ai iS 5OECi2i

1 P^ EJO Q

aCL3£

CO

Ul gT" 5tei

10 o5 -c/)^ ssi *CObrUJ ^

O m£t ma. g

§|0 |? 1Q g£S 5^* <o • •

w *'Js. 1*-

^ 1

c

,'••

' '" ™

4/fi

— • ——

/

f-I"™""

I" " "

(„..„.„

1

P <

f'

D (

S*

^ S

STA-'

D <

-^ x '

D C

~7*^

3 e

xxx

D C

^

3 C

/

D CD C

C3O

,_oo

1" '

0

o

o- o^

ooo

_oo

111c—I

LLJM052so

o

occo5

ozS

LU

1G

AR306523


PROJECTJQMKUMBERWJ^B NUMBER



SS-T15-1-1005ML/CL

^SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4*10#20#50 ..#100#200

JKDROMETER -

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0315

% Finer100.0100.0100.0100.099.899.096.683.978.275.056.4

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0400.0110.004


NA

SPECIFIC GRAVITY

2.51

tfOTES

*A=NOT APPLICABLE

C-68-

rs w *** ~ „-__.„... —-___ ...._... __ _ _ _ _ — „ ______„„ ..__.__„_ __....__ ___.....__ .._._„._ .._....„_ UJ3o

01

iin1w

o EO [jj

^ *-.

aQ.

65O Hu. Lu §> T *

Or SZT r

CQ n_ 25E 5 %S2 «0 H

£/) 5«£ CC yj3 QL £J?S £ o

^ ffisi•3- s «- 1o s 5 •g wQcri £. •= -; *

S - Ii1^ -*-So I

//

^-^P —————

I"" ——— "'

1: — ;— .-.v"—————

E•»-:•:.

• „„„:

/

//

_-••'/y/r

..-''.-•*.-*"

^^

AX*". p

!

*L/r•'*

i

ft

- od

f—- cd

T~

°

O

f-l

x>< ——I t -—. !•• «

I

ccoH

HIb! ^v> P

<w

UJ1o

°~69 AR306525


PROJECTJQflKJUMBERW V NUMBER



SS-V15-1-1006ML/CL

—SOIL DESCRIPTION H : , -


GRAIN SI2E RESULTS


3". 1 1/2"3/4"3/8"#4#10

' #20#50#100#200

iiDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0277

% Finer100.0100.0100.0100.099.896.789.480.575.072.572.4

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0170.0080.005


NA

SPECIFIC GRAVITY

2.59

SOTES

SA=NOT APPLICABLE

c-70

7 O

S UJO ujT- -o S5 gTO *

>- 3o ^fe <rn ft! i0 0 £ rtDQ UL uj 3

1 §| 1O ~> *Myj m gj 8-d E * *< H <b S2 «>j O |—" N! tU §O " » O mg 2 C£ S

P 11ffi X < .

5 kZ ra

S1

- 1

////

M....... [•----••; —»

/

/

|...,.™,

1

•

^

:i

——— f "/

///

V--— -~^ ^

_-*— -

4/

*r

1

/^t-

. oo"

_ oo

'

0I2E IN MILOMETERS

1

o

o

SILT OR CLAY

o1

GRAVEL

I ———— i ———— i ———— i ———— I ———— i ———— I ———— i ———— i ———— i ———— r ^o o o o o o o o o o o

Q-uiccouiZK u_ — 2: uj a: m>- 5 uj — o x H-

flR30S527


PROJECTJO tfUMBERW^B NUMBER



SS-F16-1-1030SM/SC

•SOIL DESCRIPTION

grey gravelly and silty or clayey sand with 2% gravel and 17% silt or clay

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JfitPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0350

% Finer100.0100.0100.0100.097.991.779.336.219.217.114.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.6030.2450.013


NA

SPECIFIC GRAVITY

2.59

-

TOTES

tfA=NOT APPLICABLE

c-;

cco

o

F

UJsa:Og.zLLJ

1UJ

g io E• ^5 Q

aCL

Cflcc jU. UJ §M* _* %>

5S2 ? §

g«

§3 ISIr™ ^to CO

ui O oNJ UJ «

UsCH nj 0

CC fr;

§1o 1CC coS «« fc 19 d S

fe1^£d |T"

.CO |

----*/m

T//L

1""-""

• .-— -1- --

IT""-;

— ^i^ — -1

/

^

~**

^s

/*^

Ij>4-;•

• ———

4

-4 1

< l

^ i4-/.r

~TBfc

^

Ood•

- Od

^0 8sZi.

zM

zso

oT—

ri

1OCC0bCO

Qza

UJ

.5ccO

O Q O O O O O ON. S 10 t co c\j i-

U_— ZQJCC CQ>- ^ UJ — GJ 1 h-

C-73 •

AR306529


PROJECTJ B UMBERW^B NUMBER



SS-R17-1-1027ML/CL

^SOIL DESCRIPTION V. .;Y~

brown silt or c~Lay with 2% sand

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^TCDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0237

% Finer100.0100.0100.0100.0100.099.899.699.098.698.184.1

EFFECTIVE S I ZES

% Finer .603010


NA

Diametermm

0.0090.003,NA


NA

SPECIFIC GRAVITY

2.64

NOTES

NA=NOT APPLICABLE

C-74 ""!''.

ii "jflft.306530

^ a£ ^o Sih~ ^C |T| _ |O O Feg u. ujS Ul rTf" ff* ^™*C5 r r »*q 61~J ._._ CF*o 12: iO fe UJ

1 SSi SBo * *° o2 cc tuUJ § 2:

£ Sm *^s Icc

trhis

1

§3fk

§

s?*

p 1$

5

5 J 1

1>o «^ •3" C* '

IT 1CO

£j 1»-

* ICO I

<ct

/.'

•''1-F• —1[_.,.„..,.1==

[-•"

I

1"""-

i~!„„.„„

I"1"""

1 i

X,.'

D C:n c

Q. LL

D Co r

CC O UJ

^

D C»* <

Z 1-

9

3 CO L

U. — Z I

S4tfr

3 Cn ^

LI CC CC

,/*

D C*• c

>• 5

/*

3 C0 C

tu — o

3 CSJ T

X 1- -

3 C

°

_- O

o'

~o

oT—

o- o3

_oo

0.1

:E IN MILLIMETERS

!3CO2

OT—

OECObCO

ozCO

|

GRAVEL

>75

SR30653I


PROJECTJQ TUMBERW^B NUMBER



SS-T17-1-1028ML/CL

^SOIL DESCRIPTION


GRAIN SIZE RESULTS

U . S • StandardSieve Size

3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^HYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0267

% Finer100.0100.0100.0100.0100.098.896.192.390.189.179.3

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0130.004NA


NA

SPECIFIC GRAVITY

2.61

NOTES

NA=NOT APPLICABLE

C-76

a"R306532

o

§3oxO{-J<UJS1LU

I

Q-

9 c5 Q5 p

aa.CO

E j

UJ §

isZ *T I5 o? *

CQ Q_ *g £CJO S5 i-111 O QSJ UJ SJJ* <__ -4k

03 OZ DC w

1 S^0Uf* g tjj tJ

2 1X < . »o |S •C5 p€ COSi o5 * i3E O «

" Si 1

c

1mk111^t......(-

I -

I"™""

""'- '

•„ ___— r± —

I'"""

2 ?

-/:

,-

D C

<^

3 c

^

D C

jf

s*

5 C

^— A^ —

3 C

— S™

5 C

/xf£ ——

3 C

/

3 C3 C

OO

- OO

'o

oT—

- oT—

3

ooo

"1—oo

0,1>l SIZE

IN MILLIMETERS

<o

T—

OT—

§occot]CO

QzCO

UJio

1 C-77

88306533

•' ;-.- - :. - LWESTON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTJ^KUMBERW^B NUMBER



SS-V17-1-1029ML/CL

SOIL DESCRIPTION . , . _. - . ,


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^JYDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0268

% Finer100.0100.0100.0100.0100.099.395.793.292.692.484.7

-EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0110.0040.001


NA

SPECIFIC GRAVITY

2.52

NOTES

NA=NOT APPLICABLE

C-78

O5o

io sb << en2 cc •2 o PCO U. LLJ

3 --

3os co

tH s5 Pfc g (O

8•_ ^

P I

QDC

to

ccInS&

£

5%

8

g%

ps1

ic •e %»^ b 1D o? *

SI 1CO

^ 1;s« 1€0 1

.'

II

1

T

j

'— • ——

/

J

g

r,,....

•""""

li""" •1 ——

4/

y

> *J*rjf''

.^ "-•

^x "

s

.x r^

/^

^OO

_Oc>

^

ccUJbHiIzLUN05

^

O

oT—

- 8

>•5ou:ObCO

O

a

LU

O

C-79 17 _

flR306535

WESTON ENVIRONMENTAL" TECHNOLOGY LABORATORY

PROJECTJC^MUMBERW^B NUMBER



SS-Q18-1-1026SM/SC

SOIL DESCRIPTION

brown silty or <

GRAIN SIZE RESUI


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

XDROMETER

T

clayey san

1/TS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0292

d with 38%

% Finer100.0100.0100.0100.099.397.792.257.641.837.731.6

silt < r clay

EFFECTIVE SI

% Finer603010


NA

SPECIFIC -GRJ

2.61

CZES

Diametermm

0.3390.0260.003


NA

WITY

NOTES

tfA=NOT APPLICABLE

c-80

<p tUi" «iO Q

*H| 1

Q o f=5 „CD U_ Ill g

1 !*? 1

i §§ s^ - 5S O w 0 ffl

2 3 S£ gij5» _ . ?Q &tc 5

2" -3 c5

CO"

£i I1-

^ o

_——— •

/1

•1 ————

J,..«.»,

m "' ——

-

^* *~

^f "

^•

m—

1- M

—— 4/

.-^ii

r

*

/

^

^*/*/>

t-7+ od

oo

01ZE IN MU'LLIMETERS

^

o

o

SILT OR CLAY

Qi

GRAVEL

Q O Q O O O O O O O OT- ^

c nj CCQUJZI- u- — ZQJCC m> 5 uj — o x K — . — - - -

C-31

AR306537

WEST-ON ENVIRONMENTAL TECHNOLOGY LABORATORY

PROJECTJC^BKUMBERWJ^B NUMBER



SS-R19-1-1025ML/CL

. - -

SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

TLrrrr\Tif a"C'i 1 1 1.* i \•Mfcj JrvLU'l ~; X J^" K

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0310

% Finer100.0100.0100.0100.0100.098.796.793.692.291.381.2

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0150.010NA


NA

SPECIFIC GRAVITY

2.59

NOTES

KA=NOT APPLICABLE

C-82

AR3Q6538

.... ._£__ — _ o

CM ^9 too Qo QQ S£o •*•%

>- a£ Q-

1 1o o piCD U- UI g

CD § Sq o S g— i nr ,_O ^ *5 p <°

Jyr » Tft

| g6 ao * <^ 3s i Ssi 1 $|sg Q£W — J CC

3T •

Q ilCC lo

^ 1

CO 1

=,— t

IP

/•

/

-f--•— • ——

/

f1•:,-;--,r

I--""

I.....,..-,• —————

1,. —————

i;--™~——Jo e

.-*.•'•*•

f~"-

^ • f- -+— -~~~ ~

AJ>r*

3^ ———S3f. ———————

7

t^^ —

(_Jo

T-- oo

CCtuUJs_J_Js•z.UJN

z- sO-

o

o

}R CLAY

b05

2<

GRAVEL

T—

3 O O O O O Q O O O

Q-LUtCOLUZt- U. — 2 UJ CC m>- 5 UJ — O I H-

' C-83

SR306539


PROJECTJQj UMBER •H B NUMBER



SS-T19-1-1050ML/CL

SOIL DESCRIPTION

light brown sill

GRAIN SIZE RESU]


3"1 1/2"3/4"3/8"#4#10

' #20#50#100#200

i DROMETER

J

: or clay 1

JTS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0265

with 3% sa

% Finer100.0100.0100.0100.099.599.098.598.197.697.084.0

nd

EFFECTIVE SI

% Finer603010


NA

SPECIFIC GRJ

2.56

CZES

Diametermm

0.0130.005NA


NA

WITY

NOTES

NA=NOT APPLICABLE

C-84

SR3Q65t*Q

a;in w*? "i5 y3"* B

TO •£

>- 3£ a.

< CODC DC io OFCD U. UJ Q_j y~ <j-*i j|§ a: vO O f- 8O ! ? ^ * Z*••#.*2 0 w— — £fl5 i aj CC 31 %S co S^ S 0 5?S N B S*• * A "™3

O w O mE 2 DC S

^ Q S S °

P Og

ffl ^l^r 1> OS?'

cc 5§«?. 1B . g, 1

W ^'J\J I*- *

* 1co 1

5

/•/

'*"'i1-11

IF^

h--

'i----

I---"-1-

D c

/

"> e

- ^

D C

^

3 C

^

.

3 C

-* -

3 C

^S'&

3 C

^

P C

+

/*

D C3 C

OOO

,_- Oo

T~

0 s—I_ls

NJ

2^

o

o- oT~

D

>

OmC)5

iz.si

_iLLf

g


PROJECTrOJKPMBERV. V NUMBER



SS-R21-1-1022ML/CL

.SOIL DESCRIPTION . ,_

Light brown silt or clay with 4% sand

SRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^DROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0279

% Finer100.0100.0100.0100.0100.099.698.697.396.495.982.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0140.004NA


NA

SPECIFIC GRAVITY

2.51

tfOTES

tfA=NOT APPLICABLE

C-86

flR3Q65l*2

O! £N EC? UJT" ^O Q

3£ G-o Sr? ^o o p!CQ 11. UJ S,—J M™ T™ ^%- Ml *

CD § Jo o g 8T» I— W<-!-• !••>•O CmpJ QQ gr a?_j cc z %t OT w2 o i_S3 fi b o^ KJ UJ ^Z * « *-3 'fco o m

LU § jj» §f 2 *o ^8H" 3 QS ^ S *• i^ «-« ?o f

CC CD^ to _ -

W ^ 1* '

Jy -

^

b 1

.-*

,'*

__• —————

1

1

*

J

Tii—i•!"--

1-"-

(,„„„«

———

^.-*

.-•

^-

j.X

j^f*" ™

^

•

XP

r ooC)

_- oo

0 ieii•z.N

^

O

O

(-1

§occ0bCO

QZ$

UJ>

g

PROJECTJO^KJMBERWJ^V NUMBER



SS-T21-1-1023ML/CL

SOIL - DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

jJiiPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000 . 1500.0750.0259

% Finer100.0100.0100.0100.0100.099.398.697.997.697.488.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0100.003NA


NA

-

SPECIFIC GRAVITY

2.56

NOTES

NA=NOT APPLICABLE

C-88

4

ORY

MPLE#900l01-023

HYDROMETER

CC CC «o o pig u. ui g

3 3 j* s° § w *o ^ w£ s s! |I— W mra> S 7S ° h „^ Ml W Q* jsi III ^O * Cft O1 z ilZ * S i t i € 0 :or* in ... cIN * S. ui *"' 'LLI CJJ 2H >« '*"*5 y Hi «b

o o 2H Zj 0co MSS 5Sr 1^ r* ?

£ c3

TO"

feii. •

//

LW.-.,J-•

1

1

• — - ,

!•--

1 ——

I"fLI

ISSnr;

I-"™

—————

rm ^H

i

</

^

* ji*j,}Jif's

-V

^•

/y^ o

-

oo"

1—- oo

0GRAIN SIZE IN MILLIMETERS

oRCLAY

OtiCO

O

CO

GRAVEL

3 0 0 O O Q O Q O O O

D-UJCEOUJZI- U- — Z 111 CC m>- ^ UJ — O I 1-

C-89

AR3065l*5

PROJECTJG fclMBERN. P NUMBER



SS-V21-1-1024SP-SM/SC

SOIL DESCRIPTION

light brown poorly graded sand with 6% silt or clay

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

aJHPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0371

% Finer100.0100.0100.0100.097.095.489.645.811.56.17.1

EFFECTIVE SIZES

% Finer603010


4.2

Diametermm .

0.4780.2310.113


1.0

SPECIFIC GRAVITY

2.61

NOTES

C-90

feo53Q2O

LU

I

<* ec1 Fp EH* ^o Q1 iaQ.1<.U>CC t

O j—U* Wb. r- %> • ^5T• *~ «0 N 8Z"T wlQ W^S13 3 QCD £ |DC S *H <12 «Q L-HI O 9Sri ui «N =5 *« 6ziffi3 Q. t^ tn £9DC ui °°i^*

CC 7fto|s *

Bl5 »§ OT" bZ d SSw I15i

m _£9 1

§T

*//1 s

•

I \Q_ LLJ

^— -^

3 Co r

tr O in

-•r-

D <• c

Z H

^

3 CO l

U- — Z L

"•

3 Cn *

LJ £T CC

•

- --

D C1- C

»>• <:

~~~**

8 ?LJ — CD

-

D C\J T

I J-

————— H >

•< >

,,4T4-

:———/

/

3 C

O- oo"

__ o

o"

T~

0 sUJfcZi_jszUJfM05Z

C

o

o- o3

5oCCC)bCO

QZa

_iLU

§CCo


PROJECTJQflMpMBERW HF NUMBER



SS-Q22-1-1021SM/SC

^SOIL DESCRIPTION ,

light brown silty or clayey sand with 20% silt or clay

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^JKDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0347

% Finer100.0100.0

- 100.099.999.097.092.244.823.420.119.3

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.4760.1960.008


NA:

SPECIFIC GRAVITY

2.53

NOTES

NA=NOT APPLICABLE

AR3065U8

t- g;W £9 U JT" £0 O

i §o> x

>- 3tc 5?b ^Cc CC _jO O H< m - W-J Sj i- =feS- ^

3 ° S §O 2 ! V ^

o 5 1j E s *S m ^ ^ C/3U J M O• Is! LUZ . SS "3 *o f c5

1 §ll?h~ Q

D 2CC «§ ^ fo 1

te » 1& 1*-

« 1

CC1

7/t-• „„..„—————

f|L

"""

•--•-I----| S

-x-

— -^"

0 C

0. UJ

•--

o r

CC O UJ

-

3 C^ <

Z I-

^ ^

3 i

LU — Z L

•<

O "

LI cr D:

^

D CJ- C

>- S

'

.........jj

=

3 C"3 ._. C

UJ — (9

—————— t

=4/f

^

(----

3 CM _T

X 1-

f•

^

{—* ——

3 C

- od

_ oo

'o

o

o- o3

ood

t—oo

5 giLJ

tozo

o

•

oCCobO)

Dz

GRAVEL


PROJECTJC^BKJMBER •ttJ B NUMBER



SS-R23-1-1018ML/CL

SOIL DESCRIPTIO1

light brown sill

3RAIN SIZE RESU]


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^DROMETER

*

: or clay

:,TS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0265

with 1% sa

% Finer100.0100.0100.0100.0100.099.999.699.298.998.786.2

md"--: - ' :

• --

EFFECTIVE S:

% Finer603010


NA

SPECIFIC GRj

2.56

LZES

Diametermm

0.0160.005NA


NA

WITY

NOTES

NA=NOT APPLICABLE

c-94 i.:;""" r. " .:• —"• T---flR306550

Io

O

1

« Q £Si9 b5,™ Sj

i i3Q.£s>

CC _io i=U. Ill gItl "* V*ir T %3> •d vO g 8

±1 1So. iDC S60 «5

3S 8 1R tu g •

§ Q- S

3 1z 5 |O j tte •

5 "5i t/J • •

W 5 •t?

|y -

^

CO 1

c

/,.*

F --i

IIt-|

1——————

-!„_.„„••---

I----

fc==

i—"—

2 c

4.'

D <3 'C

-—— --

3 C

4

3 C

'

5 C

/JPxIf —

3 C

•

>^

f

3 C

r

D CD C

O- od

- od

t~o

o

- o5

o-z.I

<ui — — ^ w

UJ

fc3

zUJ

3 o

C-95

SR30655


PROJECTJQM^JMBERW^B NUMBER



SS-T23-1-1019ML/CL

SOIL DESCRIPTION


*GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^ DROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0261

% Finer100.0100.0100.0100.099.899.499.098.398.097.585.8

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0150.005NA


NA'

SPECIFIC GRAVITY

2.61

NOTES

NA=NOT APPLICABLE

C-96 -

flR306552

A o

o» £iiiO uj

S g

£ CL

1 1o o rfCO U. UJ §5 a *r |g ^ i3 o $ 8•5-* » 1""* *•"*Z. O /^

o :5 j LU rt aJ

_i C£ S *< H- <H w CO2: S I-in «\ ^.i

< * • *s " **Q O .-£ z c S5 S? Q» &2 2 ui * o lLU § S °" g fjj Tfc

///

-• ——

II ———

ip j

i12 gS i5 Ms f ——ui S g •* p......nnoi*EC gQ *» b |

W I1

& 1

CO |

1

i———

1 ——— i^.

4-•'

A~*~- ^4 -

.•••

v'

4

/^S

f^*

>tJO

- Oo"

0GRAIN SIZE IN MILLIMETERS

_ o

o

SILT OR CLAY

QZ

GRAVEL

80 o o o o o o o o oa i C D r ^ C D i n ^ - c o o j i -

Q_tUCCOUJZH U- — Z UJ CC C0>- 5 — O X h-

flR306553


PROJECTJO^KJMBERtf J V NUMBER

STANDARD CHLORINE900101 _2267-09-02-0001


SS-V23-1-1020SM/SC

SOIL DESCRIPTION


3RAIN SIZE RESULTS


3n1 1/2"3/4"3/8"#4#10#20#50#100#200

^JUPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0306

% Finer100.0100.0100.0100.099.497.793.259.741.538.535.7

- - -----EFFECTIVE SIZES

% Finer603010


NA .

Diametermm

0.3050.0190.002


NA

SPECIFIC GRAVITY

2.64

NOTES

NA=NOT APPLICABLE

c-98 " ;;.;- " ;.r : . . ~:-fr":"r.;: flfi30655Lf

0 |j

o Q

3£ i

9 ° F. 0DQ LL. IL| g5 UJ " §>: > v *3 o § gi o $ %5 § y „J5 a gl gj£ en S °& o1 $8 §*r_ 3 •« -ib

gj CC uj o

^ 0

__ -— i H-

/

p 11 IIw 3? 5 •S 095 !

Q 2EC 5

* «

*„„

!„„.„„.

•-""-

•...-..-.--C3 ii.."--— ."

c•"

^^

^•""

^/

/*:

:1?

™ .__.B

—— jl/

^

/-4±r&/\ ——

*oO

- OO

0IZE UN MILUM'ETERS

z

o

oSILT OR CLAY

oz<w

GRAVEL

T—

D O O p O O O O O O O

CLUICCQIUZJ- L. — Z UJ DC £D> 5lU — GXH =

C-9S

flR306555


PROJECTJQ tTUMBERW^B NUMBER



SS-S24-1-1017ML/CL

SOIL DESCRIPTION

light brown silt or clay with 5% sand . _ _ , . . .

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"U110#20#50#100#200

I DROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0256

% Finer100.0100.0100,0100.0100.099.798.296.095.394.989.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm .

0.0090.003NA


NA

SPECIFIC GRAVITY

2.63

NOTES

NA=NOT APPLICABLE

C-10C ..... - - -

flR306556

. Q-K h-*? i

TO ^

fe i< 05D- DC i0 OHcfi u. ui g3 jjj w 1

i 0^ *X C Wo 5 13 g * *g Q HH a M aO " ® O m

WESTO

STANIDARD CHLO

U.S.3TANIDAROS

^ 3/4* 3/8"

#4

« •w |

CT

O

<

•

J

;

—m

1• ——

I....

1——

//j•• ———

1

I"""-

1"™"-

!„„„„.

L :

3

^J*

* j

^r*

s

^• ^

s*

/r

SJo

- Oo"

T-

0IZE IN M'lLUMETERS

^

o

- O

o o o o o o o o o o

O-LUtCQUJZ^H- U- — Z 111 CC ffl >- 5 UJ — Q X I— - — ——

C-101*

flR306557

SILT OR CLAY

D<

GRAVEL


PROJECTJQ fcJMBERHJ P NUMBER



SS-R25-1-1044ML/CL

SOIL DESCRIPTION

Light brown silt or clay with 5% sand

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^MPROMETER

Diameternun

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0248

% Finer100.0100.0100.0100.0100.099.799.197.496.295.485.2

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0120.004NA


NA

SPECIFIC GRAVITY

2.65

NOTES

NA=NOT APPLICABLE

C-102

&R306558

>IS £ES OCQ LI.S U9 o__io ^2: oX do 5LU g

^ 1S 5Occ

UJ

1UJ

«• cc^ @O tj• ^

a&to

UJ gT™ 3feI

g sto *

if s1 %tn\lf

1M tfl |^ uj 3 •gS^P Q

9 ?S w< CO , •

S s1h \*-

w _« 1

cc•1

...-"

— • —1

„'.....

1L1IItFr: ;....:.————

•

r -•.„,.. .——

I--.™-

3 i•—

,»*,.***

s cn c

Q. UJ

^

g fCC O UJ

r

3 C^ 1

2 (-

.jf ~

3 CD L

U- — 2 L

jf^

n ^

u cc cc

^

V -• w

3 Ct c

) >- 5

//•*

3 ?Ill — O

/>

D C\l •»

I t- --

D C

Oo"

_- od

if—o

o

o- o5

ooo"

,od

0.1

!E IN

MILLIMETERS

1 4

COzCJ

o

oDCOtiCO

ozCO

El1o

C-103

AR306559


PROJECTJQlMiJMBER * -tf-V p NUMBER


PROJECT SAMPLE IDETL SAMPLE : NUMBERUSCS SOIL CLASS

SS-T25-1-1045ML/CL

'SOIL DESCRIPTION


3RAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JKPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0309

% Finer100.0100.0100.0100.099.999.194.382.875.170.258.1

-EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0380.0150.002


NA

SPECIFIC GRAVITY

2.56

NOTES

NA=NOT APPLICABLE

C-104

eO

6 Ig oo z2 QO SLU m

^

§UJ

CC

QOlCO

io ffis>O LuO Q

aD.

wp!tu §T- %1

I

pj 8CO *

LU

» %<irrin 8

llfCC m

3|5fl5 "Q gC 5?N * i

gTO"

Jvj iT"

• •cO ]

C

/^

'"" —

F-•<.....».

I""-"

I"---

I"""""

1""-"

D C

/

//'

D C

f

//'

•

D <

,•,**/

.•'

S C

*

D e

^

3 C

^

3 C

^

3 C

4

~ifV./

jL//

3 C

/

D C

Od

^- od

i '0

o

o- aT"

D

CD

CD

C-105

flR30656


PROJECTJQ^fcUMBERWJ^V NUMBER



SS-V25-1-1016SM/SC

SOIL DESCRIPTION


_ .GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

IKPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0303

% Finer100.0100.0100.099.697.995.888.544.126.323.222.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.4970.1810.004


NA

SPECIFIC GRAVITY

2.69

NOTES

NA=NOT APPLICABLE

c-106 "" .; ,.;.;:[: flR306562

O

RATORY

R . SAMPLE # 9001 01 -01 6

HYDROMETER

Q OFm u. in g

fe li9 ° 8 §O 5 en *1 gs

« §£ 82H . s£ "O W O cq

•^ 2 ttt ®g EC ttj m o

P 3gyj -p s1 1 1 «™ S- —4.

^ U g %Q £OP to

fe I1£j 1

-

IH - *

/

/

.£„„_.

/(

r ^

i------•

B—ir — ;

^** ~^ f•

-*~~

m'- ™

x

^

^

A

-"

^— J_/4A

/*

1fY+

oo"

T—- O

o"

CCUJ

^

RAIN SIZE IN MILL!

<y

O

O

9HLT OR CLAY

D

W

GRAVEL

T—

g o o o o o o o o o oo j c o h - c o i n ^ r c o w T -T—

CLUJtnoujzt- u. — z ui cc m>- ^ m — o x f-

C-107

flR306563


PROJECTJO jUMBERWJ^V NUMBER _



SS-R27-1-1042ML/CL

SOIL DESCRIPTION

light brown silt or clay with 26% sand and 4% gravel

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

IKPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0278

% Finer100.0100.0100.097.495.594.091.078.672.870.560.2

sEFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0280.0100.003


NA

SPECIFIC GRAVITY

2.62

NOTES

NA=NOT APPLICABLE

C-108

•V-I-/ii

Q

,///

f

Q c

//

/

3

4/'

•

0 <

*

^ c

*

3 C

^

D C

>X"

j fx ™

D C

^4"/^

3 <

/^

D C

- oO

_- O

o*

*o

o1—

- oT—

3

1o§>-(TJI g g _______.....™.._..............._.._..................... g

zXOUJ _

LUNjW

l:oEC

IUJ

iUJ

o

Si

Q


PROJECTJO fcfJMBERWJ^P NUMBER


PROJECT S PLE IDETL SAMPLE NUMBERUSCS SOIL CLASS

SS-T27-1-1043ML/CL

SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

HPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0260

% Finer100.0100.0100.0100.099.499.399.198.898.497.982.4

EFFECTIVE SIZES

% Finer603010


NA

Diametermm .

0.0170.007NA


NA

SPECIFIC GRAVITY

2.63

NOTES

NA=NOT APPLICABLE

0110

I§ cco oCD Ll_S w2 oO 2

o£

5 IoE01

1LU

s [§o GJ* ^1™ rt

aQ.S

CO

tu gv* •%

^ >*01 g

"1£ 8s *<COft .LU ^

iis§•E 3 — . iu Q 5 iO p€5 CO * •

^ k '. ^

^ 1

fe 1

.•,-*

.*

1-• ———

0 ———————.........'"— —

1-"---

•••»—"

I::-"--

..-'

~** «

*

^k^" ™

-/

//>

od

__ o

0

o

ri

UJ

306567


PROJECTJC fcjMBER#* p NUMBER



SS-R29-1-1040ML/CL

SOIL DESCRIPTION

Light brown silt or clay w_ith 7% sand _„_____

SRAIN SIZE RESULTS

U. S, StandardSieve Size

3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JHiBROMETER

Diametermm

75. GOO-37. 50019.0009.5004.7502.0000.8500.3000.1500.0750.0270

% Finer100.0100.0100.0100.0100.099.798.995.593.792.770.0

- - -EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0220.0070.001


NA

SPECIFIC-GRAVITY

2.69

SOTES

tfA=NOT APPLICABLE

C-112

SR3G6568

IUJs2occiLU2iUJ

O tjt- *£O QO ^

%aQ.iCOn: _io Fu- in g

Hr »" %> t ^a: -7r? CBo g 82tA* ^~~

1 XL.

g8t"™ IM

§2 sJE s *H <S2 SQ H^S |— s —^ ^^ 62§S3 ma: lu £ a 1^iS*£ s3|Sis 1w g % "Q 2E S^ w h 1Q - S. I23^

s -,S1^ 1•rt 1

C

•

-tT«••ii1Iim ———

!„„.„„

I----

———

1 -- —

I"-™-

•"•——

p c

x.•'"

*

D C

.•'"

D C

y

3 C

x

3 C

'

D C

/JK

JX"

3 C

•"

^

^

D C

//*r *

D C

-

D C

oC3

1_OO

^

0

o.

o- o3

trsO

S i? 5* ^ M tDO o w S "—"•" ••——— —-•-"" ..-....—,...-......—-...———.—.-—.............. .....—— -..-..,... ,J w rr £ T QO

Os g & % H—I——i——I——I——I——I——I——I——I——I g

w

C-113 _ ....

flR306569


PROJECTJJ fcUMBER ' --W^P NUMBER



SS-T29-1-1041SM/SC

SOIL DESCRIPTION

red brown silty or clayey sand with 13% silt or _. clay and some organicdebris

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"U#10#20#50 -#100#200

^HLDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0357

% Finer100.0100.0100.0100.0100.097.180.020.613.613.012.1

EFFECTIVE SIZES

% Finer603010


HA

Diametermm

0.6650.3870.019


NA

SPECIFIC GRAVITY

2.57

NOTES

NA=NOT APPLICABLE

C-114

-fift3Q6570

fegO

E-JIUJ2OccILU

IU!

T- CC

2 2o Q

CL

U- LLJ gUl gCC T™

2 • *k

tr uj^ D. ®

g|

Si tu 8E* —3 ^w O2 £ g

2 go g 5 1

i1ii 1

•

—"-"-"

/1m.

t ^

•,„„„„.

(..™«.,

...........co tm

cc1

— " *x— -*^ __- ^ ^ —- ^ ---* J -"---

*

^i4

',:

u=.——— 1 ~J

1~*/

^

4

4

4——— 4

1Tr1

^

or 0

o"•

•r-- O

c5

,_

UJUJ2

•zUJ

z£a

o

o

SILT O'R CLAY

Q

1

GRAVEL

T—

D O O O O O O O O O Or-

n_iuocoujzi- u_ — zaicc m>- 5 w — o T h-

C-115

AR30657I


PROJECTJC fcKJMBERtti V NUMBER



SS-T31-1-1039ML/CL

SOIL DESCRIPTION . __ __"


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"U#10

Diametermm

75.00037.50019.0009.5004.7502.000

% Finer100.0100.0100.0100.0100.0100.0

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0190.0090.001


NA

SPECIFIC GRAVITY

2,53

KOTES

KA=NOT APPLICABLE

C-116

5R306572

Q-

w yo tn• «55»i rt5 1© co> ^

> aQC Efc

<C <8a, cc i2 o F ^CQ U_ UJ g3 Ul " §— J «£z T** %jfT CC ~3 o pa gsr _ i— ~-O ,£. ' *

± 2 wy CQ gj s

i cc SiP CO COJ7i U h"y UJ O Q ••p N UJ g "^ * ?S j--.2 *s-9 o rO;> ^ B- P2! «• in ® •HJ Hu •* uj S *

P 3 8UJ ^ Q * 1> ^ *

p sEC cor^ ® * I| =w ii

IH 1*-

- •£0 |

.-•.-'

™ ————(

• ---

• —————

N

•———

I--"--

|-»=:iv

§....„..„

1"———

i,.*

••'

K '*--

^^J

S

*

/*t

x

/f

f2

•

r q

_ oo

~° enccLLJ

UJ5_J_j^

LLI

WS

Jro

oT—

o

1otrotiCO

z:<CO

LU>

g


PROJECTJfl fctfUMBERH P NUMBER



SS-U32-1-1038ML/CL

SOIL DESCRIPTION

brown silt or clay with 27% sand and 5% gravel and some organicdebris ( sticks , roots )

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20 .#50#100#200

^KDROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0328

% Finer100.0100.0100.095.389.981.375.670.168.167.561.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0310.0110.002


NA

SPECIFIC GRAVITY

2.52

NOTES

NA=NOT APPLICABLE

C-118

AR30657U

A. O

€0 °4O ul• «eO Qo P

UJs. -1CC °-o sfe <o o i^CD II. UJ g

jj > T %

2 §| 80 2 A %^ o Sx p wo 5 ijj *ji j o

5 N %1 ° S3i rj [jj w35 » ;£ ^O O toDC 2 fiC S

J*J O r%

y § s •«•§ CO ,Q . IPy ID w

^ 1

cO 1

,. ,„.•///•

/——1----

|-»-~"

//^

///^

— / —

/

T—

a. LU a; o iu

f/

.'•II ——

I--—

"^

^- W

•

x'. /, 3^^

/T

f4^/*^

f oo

- oo

T-

o „UJUJ^=!sz

g

o

o

o

SILT OR CLAY

2

GRAVEL

T—

3 0 0 O O O O O•* to ir> TT co oj T-

Zh- U.-ZUJO: CQ> ^tiJ-OIH

C-119

flR306575


PROJECTJt^MUMBERtf . V NUMBER



SS-T33-1-1037ML/CL

SOIL DESCRIPTION


SRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

^HBROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0270

% Finer100.0100.0100.0100.0100.0100.099.698.998.498.081.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0150.006NA


NA

SPECIFIC GRAVITY

2.58

CJOTES

NA=NOT APPLICABLE

C-120

1R.306576

£? S3O Qji -r

o Q5 Po cTO -1-

1EC £:

1 1o o piCD U, UJ g5 yj g

2 OPSo zS ««y O COw£ U »/*IE r- OT5 £y „1 1 1 ^S ^_J Op! CQ Q. g— J E H- <£ CO

^ !M fe 0 1_

,..-"

.*•• ———

II —

i —• _ ......^ W LU W •• — — — 1'Z. < ^ ™3 *

UJ ^ HI O I

p Ism Ss 5

I-—-™

w g g j F..--»"S olDC S2 "I i

^ iCO |

1T

I----!„„.„.„

1 ——

•„....„..———

^

X*"

... A-x *

-^— *f

s_J+

s

/*4-

X

4^ Or^

5 0 0 0 0 0 0 0 0D C i c O N - c o m r f c o c j

D.UJCCOUJZH U- — 2 UJ H CD>- 5 UJ — O X H

C-121 .

od

- oo*

T—

° COCCHIfc13s!

2LJJM

"Z.s

o

o

SILT OR CLAY

Q

CO

GRAVEL

0 O

AR306577


PROJECTJj jTUMBERW^B NUMBER



SS-T35-1-1036ML/CL

SOIL DESCRIPTION

brown silt or clay with 3% sand . ._-

GRAIN SIZE RESULTS

U . S , StandardSieve Size

3"1 1/2"3/4"3/8"#4#10 - -#20#50#100#200

J^DROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0309

% Finer100.0100.0100.0100.0100.0100.099.798.797.997.256.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0350.011NA


NA

SPECIFIC GRAVITY

2.61

NOTES

STA=NOT APPLICABLE

ff\ DCg toP UJ* "5o Qo QCO X

UJ> — !CC O-P 1^ OTCC CC tO OPtn u. uj g- 1 |** «• 3M.S. « «

0 i 3 ° p §i Is-E t—

* ^^ - _1 1 1 ^r Imj o

^ 1—2?, r .3\ S h-^ S § 8 1*£ « S "^ %0 OT O mDC Z DC S> S CL 9T» Z3 in © 1

5 ^ P gSMJ ^C S . |

* 0 £EC co— I o5 - i

w s1S1

^ 1*-

•« I

u -"":•_ : — |

i^

...

•»"»™

I!„„..„.

I—-

-~-*-••-•"'

...--^

•4-

>**y*

A/

.AT,v

JfP4/

oPC3

qd

O „

LU

CO

C-123

/SR306579


PROJECTJQ fcJMBERtfl r NUMBER



SS-U36-1-1035ML/CL

SOIL DESCRIPTION

brown silt or clay with 7% sand __ .,r , , .__

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

itPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0292

% Finer100,0100.0100.0100.0100.0100.099.697.795.993.364.2

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0270.011NA


NA

SPECIFIC GRAVITY

2.65

NOTES

NA=NOT APPLICABLE

6R3 ^580

eO

>•5?3Q

<tjj

__iUJ^§UJ

C<o E9 HiO Q

1 1aa.CO

OH ^U. UJ gw ^r §1 sO § Sis *m gj 8E 3 *CO co5 H> * _. i!i! S s l3E CC. UJS ..* S •£E U4 m o 1

o: 55

3C S *• 1o § %Q PCC coS 03 - •ld»CO _

I1a 1

,, _CO |

.

— — •-(

/

rf/krr-T r————

I **

•»——

[•

2 c

_..*•*""

3 C

..'-*""

P C

^-•"

2 ?

*

D C

^

D tD C

*/

4/

4Lj- r

3 C

ff

^

t

•> c3 C

- oo

T_- oo

1o

o

- oTT*

5

OOO

OO

0" 03CCUJDJ2_i_i2z

1T—

O

3oCCot]co

2<w

UJ>:

CD


PROJECTJQ jUMBERW^V NUMBER


PROJECT SAMPLE IDE.TL SAMPLE NUMBERUSCS SOIL CLASS

SS-T37-1-1034ML/CL

SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

fitPROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0279

% Finer100.0100.0100.0100.0100.0100.099.898.998.397.779.7

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0200.008NA


NA

SPECIFIC GRAVITY

2.54

NOTES

NA^NOT APPLICABLE

C-126

feO

ff DCO Om u.3 wV.. ^

9 cO Z2 oT. Co 5EJ S-J E< K£ 2fi ?.OCCIS£IUl

S e c„ hp \u* ^o Q

Q.

CO

LU gT"* *fc

r*1 «-»P 8CO "CO

3<CO

O £> 1UJ g •-D *

D. Qui a o 1

38og? !BlCC GO

§ «" * 1

* It *^

£\j 1*-

• lCO I

<

.-•.-*

•" ———

f-)j}1• —————

I..,, „,,

•-..:.™-

1

H.....,.,.

D t

^X

.-•"

r> c

1 ^

£ S

.

*"

D C

—

3 (

^

:> c

_,sj r

D <

4/A"

3 C

4

D CD C

Od

_- o

cS

~CCLUtu13_iSZNCO•z.so

_ o

o- o:?

5oen0b

a<CD

UJ

O

V

f ^^ P^ ^

»

tLLJCCOUJZI- U_ — ZLLJCC CQ>- 5 "J — O X H

C-127

WESTON ENVIRONMENTAL TECHNOLOGY LABORATORY*- ." .* * •*•

PROJECTJJJMUMBERW^B NUMBER



SS-T39-1-1033ML/CL

SOIL DESCRIPTION

light brown sill

GRAIN SIZE RESU3


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

JiXDROMETER• ^ ^

*

: or clay

1/TS

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000.1500.0750.0284

with 2% sa

% Finer100.0100.0100.0100.0100.0100 . 099.798.497.697.676.1

md

^ -

=- -

EFFECTIVE SI

% Finer603010


NA

SPECIFIC GRj

2.55

C2ES

Diametermm

0.0210.009NA


NA

WITY

NOTES

NA=NOT APPLICABLE

C-128

•

c« 109 b5 QS P

> 3CC Q-9 ib? ^S EC to o P-cfc u. LU g— J J™ n— ^-

o si3 ° 2 s

o fcjj LMy m gj 8-J E 31*C rr 2 Q H

-^ fjj LU ^ '

O ' ^ O „

^ S 1 S f '

t- 3 9CO j|* 5

Sj co * •

01 s1a£3 ]

.1

11•

_

I1•

1

^.--'

I1 —

-

ss'~

-

"'

++

—— JS

</

4L/1^ ——

Atf£{

>t

5d

_- o

o"

T~o

oT-

f-1

od

^oo"

0.1SIZE

I'M MILLIMETERS

z

OT-

5OCCOb£0

o<

GRAVEL

C-129

3*306585


PROJECTJQMtfUMBERW p NUMBER



SS-U40-1-1032SP

.SOIL DESCRIPTION . . . . . .

dark brown poorly graded sand with 2% silt or clay and some organicdebris (peat, sticks, roots)

GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.300-0.1500.075

% Finer100.0100.0roo.o98.997.189.865.7 >20.77.01.8

^

EFFECTIVE SIZES

% Finer603010


4.3

Diametermm

0.7800.4140.183


1.2

SPECIFIC GRAVITY

2.54

NOTES

0130

SR306586

S DCQ OCQ U.3 y?

3 oo -z•Z QO 3y i

a °^ UJZ - ^^Q 0>CC 2

LU

O

UJ

CMCO95T-

3CL103

UJ 2

" 'fei

3 §£D. |

SwO om w•ZZ "fc

DL N

*E CO *

I < .

^ 3 *O pEC a)Q W" fe2 d S

^ 1It •^

Jj i*-

'co |

c

//^11I^I(...„..„.

•"'"-""

2 €

^

? c

-

^

^ c

_ -^7^~ ——

D C

^ ^

D C

----

D C

J--** ~

D C

^

3

Xx

o c

— F//^

D C

Oo'

_- o

c5

0

o

o- oD

ooo'

^oo

Tr-

illUJ2_J_J2zUJr-JCOz

o

1OenOtiCO

Q

1

GRAVEL

|

AR306587


PROJECTJO jUMBERW^V NUMBER



SS-T41-1-1031ML/CL

SOIL DESCRIPTION


GRAIN SIZE RESULTS


3"1 1/2"3/4"3/8"#4#10#20#50#100#200

tttpROMETER

Diametermm

75.00037.50019.0009.5004.7502.0000.8500.3000*1500.0750.0295

% Finer100.0100.0100.0100.0100.099.398.997.193.790.470.6

EFFECTIVE SIZES

% Finer603010


NA

Diametermm

0.0230.0100.003


NA

SPECIFIC GRAVITY

2.52

flOTES

tfA=NOT APPLICABLE

c-132

oH-§3ozXo

iocc

1

trS2 FQ E]> «JZ ^o y5 1o Cro •*-

ai<

rr OTC _|OH ~u. ui gU- <N—— it.> V %5- eog S"2. aZ0 «PSIS iE *™ tf^2 «0 htit O QH u5 gS "3 *

£iffis a biS Ml O

S*S5CE

Sis 1 * io y % •o S5 wS °* iid* •?s ii1

la 1T-

t—

« |

t

///111

———

........1•;

r— =•

i~

••—

——D

_,.,-•*

.-•'

0 <

.-•'•'

3 C

^

3 C

+

3 e

-

3 C

^

D C

^/

A^1

D C

^

^/

^ c

/

D C

- od

,_- o

C)

1"

CELUfc

^

LI)

CO"Z.

SO

. o

- oD

>-0CE0b

o2CO

UJ

o

C-133

appendix c - geotechnical results · sd-2-0-1 002 sp soil description light brown poorly graded...

Documents