1588810-SPC-15of24-App B.pdf

APPENDIX ‘B’

Historical Geotechnical Data

P-653 Dry Dock Flood Protection Improvements Norfolk Naval Shipyard, Portsmouth, VA eProject No. 1588810

P-653 Dry Dock Flood Protection Improvements eProject No. 1588810 Norfolk Naval Shipyard, Portsmouth, VA

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V \ Consulting Geolecnnrcal & Matenals Engin~rs

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IICORD or SOIL IX'LOR ... TION

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SAMPL!.

140 H.~ 0 8" , C Fran:! o - ,,_ .. , , ... ,- - , t...rl. I!I_. ". --- lO , .. -.....C-OI .. ...- R, Clement -- 9120 ,,_ 5.1 ... 2 ... .. ... -- H~A ~c_"

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- 1~1 5 DS 8"

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27.C -

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- 32. 0 -

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2-2 - 5 - I I

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- Gray. soft to stiff, S11 y

- CLAY, none to trace grav 1

- &" shells

42..J

- Gray, loose, SAND E:.

GRAVEL with c.ru s hed shel s,

- some silty clay

· - 45

47.0 ' -

- Gray. hard, SUty CLAY

- /with shells

9 5 ,

- Brown • dense to very ~O dense, - Silty crushed

· shells with fine san d

- 5 , I : I , I I

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21-31

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Consulting GeotechnICal & Marenals EnQi~"rs

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CLAY

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R.CORD 0' SOIL IXI'LORATION

COnsulling Geolecnnical & Matenals EngIneers

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Cont.' d 110.

Gray. very loose. Silty fine SAND, some shells, -some fine Sandy Silty

22 . 0 CLAY -

G["B Y, medium stiff, S11 v -

CLAY

25 -

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... 0-5 (Page 4 of 4 )

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Consulting Geotechntcal & Materials Engineers

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• I.COID O' SOIL .XPLOIATION

Consulting Geotechnical &. Matena1s Engineers

CClMUACT!D wt1M Whitman? Requardt & Associates IOIliMe .. 0-8 (Page 4 of 4) ~.UI!CT"M' Norfolk Naval Yard - Nucle§~ R~~i~' Sl:u~~ JO •• ~1-314~~

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..COID 0' SOIL IX'LOIATION

Consumng Geotechnical & Malena's Engineers

• COMTII4CTtD WITH Whitman, Requardt & Associates SO"NO , D-9 (1 of 2)

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Associates, Inc.

I.COID O' SOIL IX'LOIATION

Consulting Geotechnical & Materials Engineers

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SAMPLeR " C F

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IICOID O' SOIL IX'LOIAT10N

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- - 4 6 DS 18" ~

- - 2-6 f-

- ~O+~ ~ - - r-

- - C-

- C- _ "__ 2.0 _ C-

_ fASrk gray t medium dense - t-ilty fine to medium SAND I

I cme crushed shells 5 6 I- ~ - 6-7 OS 12" f-

! I '

1 ~7. 0 I -+---;~~a-r-k--g-ray. medium dense~ I !

, ~ilty fine SAND, some clay. i ,...

~ ~race gravel i I 7 7 DS 18' r "1" 'I 6-8 l~ ~ i 140 -+-~ ~~~ _____________ Li'~i __ ~-L~~-L~~L-_________ ~ s~ ... eCHOITlO"' S""'~1.11t TYI" GItOUMO ., .. n. 0''''' 10 .... ""ITMOO O-OISINT!GII'Af!O OS.ORIVEW SPLIT SPOON ,t.T CO"'~I.!T1OH ______ ",., ~S._ ..... I_ s_ I.UH4CT IIIT.PR'nEO SHEL8Y TUle CI"A.c...I_."~ U-u .. oISTu".eo CA.CartT1MUOUS 1'1.1GIH A,UGIR .,.,..,. ___ MilS. -===:"'" OC .0.;,,; ... en '--LOST Itc.iIIaCI( CORe Jr.FT!;1II 24 HitS.. "T. litO _ ..... Orim,..

"11"'0"'.0 ill'fNITR,f, nOM TEST .OIt'V1NG 2" 00 SAMPLER !"wITH 14011 HAMMe.1it FALLING 30"; COUNT .... 0 .... T ," INT,.V",", I I I I I I I I ,I I

II

I I I I I I

Associates, Inc.

IICOID 0' SOIL IX'LOIATION

Consulting Geotechnical &. MatenalS Engineers

~TR~~D::~~m~::MWh~iftma!±n~!~Re~S~Utajr~d~t~&~A~S~S~O~C:i!a~t~e!s~~~~~::::~~::.: .. ~.~~O~'~9~A~(~3:0~f:4~):::: ""JICT H.wl No'rfolk Naval Yard - Nuclear Repair Shgp JO.. 31-31418 LCCAT1CM Norfolk Nayal Yard. Pgrtsmouth. Virginia

Wll'LER 0-

• 1. tll_ 0-,...... 9/27

H_lIt. 140

2 -- •• ... HSA

,_ Co Franz ......... R, Cleme~t 0- c ,'

5QIL OISC_I'T1CIM STIIA. 01 :. 1OItI .... SMWLI

~IL= .. =. tc:.:.~tt:':':'~'~~n:~'''~'~'~d'~-=.:-=-=~ .... ~~"~sc.u.==,~c:="'l.!·~""'~"'"l..!"'~fT-~f-?-t---,;",!",,"~~s~-:----i t Contd 1- II r--

- Dark gray, medium dense, - r-

- Silty fine SAND, some cl y, - r trace gravel - I-42. _ f- Gray. soft, Silty CLAY - c-

, fa ray. very dense to dense Uty finely crushed

2.0 hells, some crushed shel s fine sand

I

I

- 1-3

5".,..., -

- 1

50 _'t--t 2- 3

'.,1-...,00/4' 55_

8 os 18"

9 os 18"

10 os

12 11 DS 1811

I 4...,19,22 ! 60

SAM"". CONOITlaN' SAM"t. .. TY .. , GIIOUNa •• T'I DC"'"' 10". dTMOO O-OI5I1HEOI.l'EO OS_OA'VI9I SPLIT SPOON ... T CO .... t.fT1ON n. HU_H .. I_ $_ I_INT"'CT IIT_IIlllUIe SHEt.IY TUIE c, • ..c-.",-. 'l1 ... t IJ~NOISTUI.IO CA_CCltTlNUOUS '\"JGHT "'UGER .,TI!R !'tIS. ,T. DC -0.1 ..... C_ I.-LOST AC_liIOCIC COli! ... "TER 2j HiltS. FT. "'0 -4liii0. a.ilU".

·STAND.IO PfNETI.T1QN l'EST.oltlVING 2'" 00 SAMPLflt I' .tTW IjO. HAMMill , "-L.ING lO"': COUNT ",.01 AT , .. INTIRVALS r fa fc-fa f-r r r f--l

I

I I I I I I I I I

I

Associates, Inc.

..COlD O' SOIL IXP\OIATION

Consulting Geotechnical & Materials Engineers

O)MT.ACT~:D:'~O"~::~Wh~i~t~ma~n~'M!R~e~qU~a;r~d~t~&~A~S~S~O~C~i~a~t~e~s~~~~~::::~ .. ::.~ .. ~.~D-::9~A~(~4::0:f::4:)::::: PItOJI!CT MM' Norfolk Naval Yard - Nuclear Repair Shop JO'. 31-31418 r.Oc.lTION Norfolk Nayal Yard. Pprtsmouth. Virginia

SAll/'U • . -j l j

_"-_ ... 118

,. .. SI ..

.. L D'SC_""OIII mo .. ...... ~ ................. --Cont d

Gray, very dense to dens , Unely crushed shells, s me crushed shells & fine SBJ d

7.0 Fray, very dense, Silty ~inely crushed shells ith fine sand, some ravel

2.0 Gray, dense to very dens , Silty finely crushed she 1s, trace fine sand

I I i I I

I

I , I

I

0 ••

..... c-o

8"

HSA

DO ••

ICAU 0:-0. ........ ... T_

21 12 DS - 26-4'

5 -

- 26 13 DS

70 - 32-27 lS 14 DS - 22-27

I

I I -I I · I , 14 15 OS

'SO. also 0-35

,_ C, Franz Ito.__ Rt Cleme~t o...~ ..... 16/

10 ..... 10 lAMPt.JtMI "- _nl.

18"

18"

1811 I

18" r-r r r r r-r r r f:-r r I -l I Test Boring Terminated @ SO.O·

-.l SAM'1.. ':0 .. 0IT10,.1 S ....... LU rTf" ~aoU"O WAnllt 0''''' IORIMClMaTHOO O-OISlNTEOR.TEO OS.ORlVei SP\.JT SPOON AT CO .... LETION n. HSA.f4.U_ $_~.

1-1"'4''1 P'T.".I!SSI!D SHELBY Tuae: C"A-c.."l_. "' ... ' "' IJ-UNOISTU."D CA-eONTlHUOUS I'LIGHT "'UOE. .,TER HilS. "T. DC: _~I ...... c __ L.-LOST AC.IIOCII: COlli' .l'fER 2. "'RS. "T. 1110 - .... CnIU".

·1TANO.lltO '(NIT .... TlON TEST..oIlt'VING~" 00 SAMPL!lt l' WITH 1401 "'~l. , "L.L.ING 30", COUNT Il&AO'4T , .. ' .. TEItV ..... .s

I I I I I I I I I I I I I I I I I i , ATEc Associates, Inc.

IICOID 0' SOIL IX'LOIATION

Consulting Geotechnical & Matenals Engineers

CONT.ACT~:.:~~TH~::~Wb~i~t~ma~n~.~R~e~q~U;a~rd~~t&~A~S~S~O~C~i~a~t~e~S~~~~f!::::~,,::.:"~.~O~-~1~1~(~p~a~g~e~1~O~f~4~) 'IIfOJeCT NAMI! Norfolk Naval Yard - Nuclear Repair Shag JO.. 31-31418 L.aCATIOM Norfolk Nayal Yard. PgrtsmQuth. Virginia

Wil'LlR

.uv_

I i

100_5 9-17-83

,,- IjQ 1.. ......... 01_ a I... -..10. c.. 01 ..

8"

2 100 .... 1........ HSA

,_ C, Franz 1 ... __ R. Clement 0.- c.-.N.... 9-18-83

10 ...... SAMPUIMJ lOlL OISC_",,_ STIIA. DI"" • A.

c... ....... ---. ............... D8'TM SCALI c-.. .'-1" .... T.,., SU.PACt 0

Dark gray, medium dense to very loose, Silty SAlin with gravel and glass

(FILL)

Very loose, Sandy SILT

(FILL)

12_

5 -

15-3

-~--I2

- -1

10 ---+--1 --

- WOH

2-1 15-+--t

1 os

2 DS

3 DS

3 9" Cores to make f-hole large enough ;

for augers (concrete r f:

~ r-

~ r- I-

-1 IGray, Silty soft, CLAY, fine trace

Sandy wood ; I j r r

SAM .. ,-! eoMOITlONS D-OISINTEGRA no

I-.NTACT

U-UNDlnUR8I!O

L._LOST

1 I i

1-2 4 DS 5

I bo ! -r--t

S""'~Ln n'l OS_DRIVeN SPLIT SPOON ,liT_PRESSED SHE1.BY TUal!

CA_CaoIT!NUOUS PLIGHT AUGER RlC_RlOCK CORE

OJIIOUNO .ATlIII O"TM

AT COMPLETION ______ "',

4FTI!:III __ -:- 11115. ____ <T.

"FTEA l~ I1RS. 1'T, 'O~NG MeTHOD H5.A_ ..... '_ 5_ C' A-C-fi_. ",-., DC _0.1 ...... c "0 -""'_ Ohm ...

'$TANOAIiIO PI!HI!TIIATIOH TEST.OIII'VING 2" 00 SAMPLEII l' Wlnt l~o. HAMMt:1I FAU,JNG 30"; COUNT ""01 AT '" INTIIIVAU

I I I I I I I

II

I I I I I I I I I

Associates, Inc.

IICOID O. SOIL IX'LOIATION

conS;;"ir,g Geotechnical & Matenals Engineers

~TRACT:D~~~TH~::~Wh~iftma~n~'~R~e~q~Uta~r~d~t~&~As~S~O~C!i!a~t~e!s~~~~~::::~ .. :.~ .. ~.~D~-~1~1~(~pa~g~e~2:0~f~4~~) I'RGJI!CT NAMI! Norfolk Naval Yard - Nuclear Repair Shop JOI. 31-31418 I.OCAT1CM Norfolk Nayal Yard. PgrtsmQuth' Virginia

WlPLiR D_ 1'1_"'. 140 eN. ...... 01_ 8" ,- C, Franz

_'.I!I_. ... - .... 30 , .. -... C:-OI .. .... __ R, clemen~ D __

9-17 83 ,.. .. 51 .. 2 10. hrl ... ~ HSA 0- C_ .. I..... 9-18- j

SOIL D.SC"""''* ST ... •• •• ... .. " SAMPUIHJ ...... c... ............................ _. .... sc.u.. eo-. 1.";";-.. No. T ... "- 'OTU

Cont d 20.0 " - Gray, soft, fine Sandy -Silty CLAY, trace wood - -- --- -- - Water on Rod @ 23.0' -_.

-- 24.0 2 - Black, very loose, Silt - 1-2 5 DS 10 -

- SAND with gravel 2 --- -- -- 7.0 -- .

- Gray, soft, Silty CLAY -' -

- with fine gravel, wood, - r-

- fibrous material, black 6 - fine sand -

- 2-3 6 DS 10 -- 30 f--

- 2.0 - ~ - -

- Gray, soft, Silty CLAY - f ~ hI. 2

Dark gray, medium dense,

- 5-5 7 DS 18 -

-' Silty SAND

I I I "~ t - I '37 J ~

IDark

I . I r gray, soft, fine to ! ~ medium. Sandy CLAY with I !

~ a piece of brick , , , .

3 ..

, I 2-3 8 DS 18 ~ ,

I ~O s .... ,,'-! CQN01TfONS SAM"'-U TYIf' aROUND .... T'. oe;II'ne so.,1ItO IIIoITMOD

O-OISINTEGR ... TED. OS_ORIYEM SPLIT SPOON .T COMPLETION ""T. HSA_M_II_ $_

l_lNT ... CT P,._PIU!SSEO SHELBY TUBE C" ... _C-l .. _. ,.Ii ... , U_UNOISTUIUIO CA_CONTtHUOUS FI.!GMT AUGER "FTER HilS. If", OC _0.,,,;,.. C •• _ l.._LCST IIC_I:tOCK CORE ... FTEA" HilS. ~T."'O - ..... OftW".

·ST,,-"O •• O P!HITJfATIOM T'fST.:;)RI'IIMG 2" 00 SAMPLER I' "'"04 ,.0. H_IR ~"'LLjNG lO"; COUNT ... AOI ... " '" INT'."ALS

I I I I I I I I I I I I I I I I I

Associates, Inc.

alcoaD O. SOIL IXPLOaATION

Consulting Geolechnlcal & Matenais Engineers o*T.ACT~:D~.~'~~::~Wh~i~t~ma~n~'~R~eq!Uta~r~d~t~&~A~S~S~O~C~i~a~t~e!s~~~~~::::~~::M~"~.~.~~D~-~I~I~(~p~a~g~e~3~O~f~4) PROJeCT NAIll Norfolk Naval Yard - Nuclear Repair Sboo Jal. 31-31418 LOCATION Norfglk Nayal Yard. PgrtsmOJlth. virginia s.uoPLIR 14_.... 140 -lit,. $1_

'0 Hot .. 01--.-::=:8;";:=: ,_ J::, Franz hell c.. 01 .. , I ... ~ R. Clement: ...1......... HSA a.t.c-.I..... 9 Is-B)

SOIL DRSCafI'TIOll S"'A. 01"" , Alii lOlliNG .. SAMP",,,, ~':.:":.~:'~':.:I1~,:,:.:.~~ .. ~n~,~n~··i_~':':·=·=·~""~~·ls:c:.u.="T·="'l!·!:"':":!!:"r ... !::.tT~-~f·::-l---,..!"~TI!!:S:""'---l~ ~ Cont'd 40,\.1-_., .. ~

- Dark gray ~ soft, fine t - f--

- medium Sandy CLAY, witJ - I-a piece of brick f- +_-1-::-_ 42. 0 I-

Gray, medium dense, fin - r---n n n n to medium SAND, some - . r-shells and silt r-uray, soft, Silty CLAY, some shells

7.0 n n I- 4' - ll-5 9 DS 6 f-f--- r

- l-

I-

- f-

- f--

- I- +--+ 1 I-- r

50 n 2-3 10 DS 18 r

- ~ - r n ~

- l-n I-

J r n 3 ~

3-4 11 DS 18 r f n

Gray, hard, some shells

Silty CLAY, I -L.

3 ~~ I 4-47 12 DS 18

I~ fO~

~~~==~ __ ~~~~L--Li __ L-~ __ ~~~~ __ ~ __ ~ __ ~,~i SAM" .. I CONOITTONS S.6MII'I..U TY'( GROUND • .lnlt DIP'TM lORING .eTHOD D.DISINTEGRATED OS_DRIVeN SPLIT SPOON .... T COMPLETION pI'T. IiSA_;.Iell_ S- I.INT .... CT "".PRESseD SHELS., TUII! CI"A_c-t-i_. Fll"', U-UNOISTu.atO ,,,,_CONTINUOUS F!..10MT AUGER 4FTER ttilS. FT. DC _0.1 ..... C .. w..

I.._LOST ItC.ROCK COAE 4.FTEII 2. HRS. FT. 1110 - ...... 0..,11;""

"$T4MOAltO P9lETRAT10N TEST·ORIVING 2" 00 SAMPLER l' \II.l'H UOI H ..... I!R F .... LI..JMG 30"; COUNT IiIIAOI! AT '" INTlllYALS

I I I I I I I I I I I I I I I I I

TIC,... Associates, Inc.

R.CORD O' SOIL IX'LORATION

Consultmg Geotecnmca! & Matenals Engineers

~T.ACT~.::.O~~~::~Wh~i~t~matn~.~R:.~q~Uta~r~d~t~.~&~A~S~S~O~C~i~a~t~.!s~~~~~::~~~~.~ .. ~.~D~-~l~l~(~P~a~g~.::4~O~f:4~) PtlOJECT M..... Norfolk Naval Yard - Nuclear Repair ShOp Joe, 31-31418 LOCATION Norfglk Nayal Yard. Portsmouth. Virginia

WlPLaR

... 14_ 14_0... 30

9-17-83

Gray, very dense, SAND and shells, trace grave

62.0

0 ••

HSA

1'_ c. Franz .... __ R. Clement 0- c:-.t ..... 9-18-.83

30-39 13 DS 18

7.0 •

,.,...-+~ White, very dense, fine __ to medium SAND and ~ shells

IGray, Silty fine SAND

Gray, dense, Silty fine to medium SAND, with shells

9.0

2.0

70 -+--1 9-24

14 DS 16

j I ~I I~- +---fl- i 77.

- White and gray, dense, ' I SAND, with gravel and i ! l

75 ...

5-16 15 DS 13

+ __ +rs",h",."lls i 79. ~ 9 -.J 11i~~'sX§fi; ~r~~eAh~il~Y: I _ 9-28 _1t--=~~~~~~~~~'~80~.d~0-+-~

Test@B~5:B~ Terminated 1

161 DS 18

s .... I'I... CCNCITlONS S..,.I'I..(II TYiI'l GROUMO ""Till 0 • ..". 10llt_ • .-ITltOO o-eIlSIMTlGRA"'!!C OS_ORIVEN SPLIT SPOON AT COMPLfTION ilT. ,",SA_H.II_ S_ l_lNTACT PT-PREsseo SHELBY TUIE C'A-C-fl,,_. FII"', A V-lJNOISTURe,o CA_CONTINUOUS FLJGHT AUGER ... FTER HRS. !'T. OC _Or;"i ... c 1..-L05T "C.;,.ItOCx COilE AFTEA 1. HAS. !'T."O _ ..... O'iIIl .. .

'5TANOAII0 P!NETRATION TEST.QRIVING ~ .. 00 SAMPLER I' IIIITJoI 1.0' "AMIIiIEA II' AI..1.ING 30", COUNT IIMot AT '" INTellYALS r-r l , f f I-

AlEC Assoei(des, Inc.

W RlCOID 0' SOIL IX'lOIATIOII

Consulllnq GeotecnnlCaJ !. Malef lalS Engmeers

CDHf.ACT~~,~.~'~",~==~Wh~i~<~ma~~n~.~R~e~q!±u~a~r~d~<~&~~A~S~S~o~C~i~a~,~e~s~~~;:~~====~.:o~.~,.~.~.~~O=:-~"~2~~(I~~O~f=4~)~=== ,.aJfCT "AMI! Norfolk :iaval '{ ard - :~ lJC le gl1: Repair Shop JOI. 31- 31418 LOOT1CiM Norfo lk :-fayal Yard. Portsmouth . Vjrginia

SAMPLER

14§ ,- 101.2+

H_ ..... I..~ •• H.I~ 01 ___ wi, [1_. ••• N_,- 1 •• II_II C ... 01 ...

..... - I073

1'1 .. " ... 2 ... "~ I ... ~ HSA

8" iOaL ItISC_"",ON STU. '" ..... •• ILa".

c:.r.~~ ........... -.,.. • • "..". SCALa ..... 1'';'&1''-b SU.'''CI , Dark rown CO green . Sil y SAND ( FILL) \.lith rock & \Jood, trace to nooe grav 1. 0

- none to some clay

5-5

- 5

:1 -

. 1

- 1-2

I I

I

-- -.., I , , 1 I , 1 1 , 115 ~ I 1 6·- 22 , 1 • I

1 ; .J , j -; , I

• , 17 . 9

~Uark gray, fine Sandy , , -- ItT ~ I , , - I , ~-1 .J , : ~ 2

19,5 --j , ~ uy to green. 5 0 ft to , ~edium stiff t

Sl1t y _ ' O'~--j

CLAY . , . ,

I ; ; ~ome tQ nQ ~ el ls , 1 ...... " 1..1 COJolOIT'lOM' 0_01 SIN T I!G,lI" T EO 1_1101 r ACT

U-\JHOISTIJIII .EO

:"_I.OS1'

1.t..IiiII'I...r1lr f'T I' • 0 5 -0 1l:' ''EN U" \,.l f IPCOJol "T-;>.una ~ MI!La,. TVIII!

C J,._COfo! TlMUCU S ' LiCHT "UGEP lIe-1I0Cl( CORe-

3-1

.... T,_

1 DS

2 OS

J os

I

4 'DS

I

I .

.- C F " ranz 1".-- R, Clement ..... c-.o ..... 10{4

10111Il10 .. s..uuot.1NQ .- OOOTll

" f-f-f-f-f-f-f-

6" f-f- I-l-f-

12 " f- I-l-f..

I- I-

6" t I

• -L , r , ,- L

14" r --, , .

i , Associates, inc.

..CORD 0' SOIL IXPLORATION

Consulting GeOlecnn lc:a1 a. Malenals Engineers

CON T~ACj~'~D~.~'~,"~==~Wh~i~t~ma~n~'~R~e~9~u~.~r~d~t~&~A~S~S~0~C~i~a~t~e!s~~~~~~====~,:0:.~,.~.~.~O~-~1~2~~(~2~0~f~4~)====== ~lJOJI!C'T N.wl No rfo lk Naval Yard - :luclear Rep Rir Shop )0" 31-31418 L.OC.U I~ ~9 rfQ lk Nava l Ya rd. Portsmou t h . Vi rg i n ia

SAMPLER .- N_Wt, l "Q , ... H.&' 01_._ a ,- • ( iU! Z So-I. !! I_ . , .. N_O ... 30 '". II~C_ OI .. 1 ... -

R, Clement 10)3 HSA ID7Zi

" C F

0_5 ..... 101,. Si •• 2 •• ~." ... ,...a.-..I 0....'-._ - 5011.. orscl:lrno.. fLIY.

Con r.1 d

- Gray t o g r een. s of t t o

- me dium s t iff , S ilty CLA sO rtie ~o no s hell s j

~ - J

J i I , I - I j j l

I

U,M~L! CCNOIT10.11i U"~lr:JI TT~I.

0 _ 0 . S.N THi". ' r: o

• _ ' ,.. T ACT

U- v "' OI STU,,"r: O

1. -1.0 lT

ST .... OC"TM .... =" "

2S pO

3S

I j I

-I ; , ; -j

I -j

I /;0 i -, AM • ...:..., .. ""-

2 5 1- 2

2 6 3-3

3 )

3- 4

3 8 3-4

I

T._ .-..

OS 18"

OS 16"

OS 18"

OS 18'

I

.aRIMO .. s..t.I&f'UIiliG .- !tOTU.

101"".<; IIITHOO H1"'_"'. II_ ~_ ~""_ •

C I" ~_c-,,_. ~ll tio OC _ 0. . .. , ... c:

OS-O ll lyr;N SPI. I T SPOON PT -P"f U r: O !.J.IEL BY TU!I!

CJ._ Cr:w Tl NUOUS ~I.IC)otT " vetil ''':: _.OCl CO QE " JlTf l! : C HIU , ~T , "O _ ...... 0" 111 .. , f l!'n · OQI VI NG l " 00 ! ..... iI"l.£1I , ' wITH UOIiI '"~" '''''I!R r"I. I.JNG ] 0" , COUNT ..... O l!' "T • •• lIoITr:It V .o.t.,S r r I- I- I-r I- I-r I-

I-r I-

~ r l-r- I r -I -, -l-

L , , --, , , I I I I I I I i

I I , , I ;

AlEC Associates, Inc.

W RlCORD 0' SOIL IX'LOaATION

Consulting Geotechnical do Materials enQlneefS

COHT.~cT~O~.~''''~===Wh~~1ft~ma~n~'~R~.~q~U~a~r~d~t~'~A~S~S~O~C:1~.~t~'~S~~~~~E:===-"::M~N:.~.~D~-~1~2~~( ~3~0~f~4~)===== II'-aJrCTJoI ...... e ~orfolk :-tava l Yard - ~uclear Repair Sbop JO., 31- 314 18 ~QI:J,TII»I Norfolk !Jayal Yard, POrtSIDQ1!cb. l/irgipj a

S .... PLII .- 1'4_". 140 8" , ... ,," .. 01 __

s... •. t!l_. ... 30 "- .... ". 11_10 c.. 01 .. ,-- I07 ~

"'" 11 •• 2 •• .............. HSA

lOlL OIlC_"",ON .T .... D''''''' ... ...... c-. .............. ,-..,. ...... ___ -SCALI c..o. .'-.... '" Cont d

- Geay to green, so ft t o

- med ium stiff, S ilty CLA , some to no shell s -42.

- Light gra y, sof t, Silt y -

CLAY

1-3

47.e

- Cray . soft, S il. ty CLAY -some fine sand --- OH- 1

- 2 - 50

52 . 0 -- Gray, medi um s tiff, Silt - UAY 1011th varve d fine .., sand laye rs l - 2 ..

1 , 55 3-11

I I I l I ~7 . 0!

.j - j ~ I jGray. very den s e. Sil ty I -] fine SAND and , ., f in ely , , .oj crushed she l l s , . , ' 4=1 -I I : ! 6 ..J I '

I - I

~"""'''ll COKGlTlOMS O-OI$I"t!C· ... Tl:O 1.1I'lf ... C,.

U-UMolnv.afO 1.._ 1..01"

I 13-41 i6 0

I I I ,~. n l!R 1"1

OS.O.I \lf N SPl..iT 11"0014 1",..PItE~UC 1I-Ifl..8Y rV al!

C),-CClloHIHUOIJS I" UCllf "UCi t;.

QC-QOCX CO _II!

II

I

T.~

DS

OS

ns

DS

'- C F , rap; ..- R. Clement o-c ,' ... 10/4

10"'" .. UMP1.'MG. .- MOns_ r--

18" -

1S' -

L

1S" ~ I C- L

L..

i

18" t L

Associates, Inc.

RlCORD 0' SOIL IXPLOIATION

Consulung Geotecnnlcal & Malenals Engineers

::~~~~'~~~~~~~~~~~:~~~~~~'~~~~~~~==~~:~~~~~D:-~1~2~(~4~O~f==4~) ===== o not wuitman, Requar t ssoc a ...

=;:;~~:I Norfolk Naval Yard - ;~ydear Repair Shop .lO., 31-31418 1.0c.a.flON Norfolk Nayal Yard. Pprnmourb. Virginia

SAMI'L!R

40 8" , C Franz 1 , ... Ke,,"OI_ - , . a- 1'1_"', )0 R. Cl ement _~. li!t.o. ". . - .... •• .... C_OI ... .. - rO ) l; 1073 2 •• ... ~- HSA .... "-' .... a- "--' ~I .. ~ ..

AM

ID.I .... ~ ... sau. I)ISI!IlI,-nQM , .... o. n,n. .-no 1, .. 1.1 """" •. .:.-' .. ... T_ .- .,TIl c...~a...,.~ ... , __

Canttd " I- Gray. very dense, Sil t y I-- fine SAND and finely l-

· c rushed shells . l-

- - f-- - I-

-+ I-, -- 19 13 DS 18' -- 47- 7 -- 65 -

I-- 67. ( -- I-- Gray 6. .... h i te. dense, - I-crush ed s hells. some f-

· grave l

- 10 14 DS 18"

t · l S- 3( Gray, very dense, Silty 70 -

~ finely crushed shells wi h - fine sand

- 72 .0 I

-- Gray to white, dense. -crushed shells with -- gravel, some silt k5 - - 9 15 DS 18" r 16- 26

- , Gray . dense, Silty fine 5 j I SAND and finely cru shed I r

I ~ ,s hells

~ I , . I -, -l I

I

-I , - , -I , I-~

I

I ... 16 16 DS lS' [ I SO. d SO

-I 15- 2

I 'I

I (res t. Boring Terminated @ :80,01' , -1.01, ... ,.. .. 1 C:ONOITIONS S ....... ~L!!I. TYPO,! GIIIOUMO W"flll DI~Tl4 IOIlIMG II'TN,OO

O.OI~INf [CIlIA fl!O OS_ORIV~H S~UT SPOON • r C:O"""I.£TIOH ". 115 .. _ .... 1'_ s,_ ......... '_' NT "cT PT-PIU!:SSfO \HfLST TUII'!

~F f Elt C, .... c-.... _. FIi ", • ........ U_\JNDIHU •• ID C).-CCtHI",UOUS F\.IGHT ,o.UC!R HRS. !,T. OC _0".,". c ..... , I.-LOU IIC:.ROCk CORf .FTElI ,~ HRS. 'T. _0 - ..... 0 .. 11 1 .. , ATEC Associates, Inc.

W IICOID O' SOIL IX'LOIATION

Consuiling Geolechnical &. MatenalS E~ineers

~T~.CT::'~D:~~"'~::~Wh~i~t~ma~n~.~R~e~9~Ut.~r!d~t~.~A~S~S~O~,~,~.~t~e~S~~~~~::::~~':O:~:.~G~.~D~-~1~3~{~p~a~ge~~l~O~f~)~) ~JrCT M.lr.Mf. No rfo l k Naval Yard - Nuclear Repair Shgp JClI. 31-31418 Loo-11OM Norfpl k Nayal Yard. PgrtsmoUTh. Virginia

UMPLIR

0- - 14_ ... 1]8 s...1. 11_. 100.9 .... --+

,-- 9-15-83 " , " il_ 2 iOlL One_mOM , .... ...... ..... .-...... ....... ---.-., • 'I

MoI.PACI I

WATER

14.

Bl ack , Oily , sludge wit dis t i n ct odo r .

I I I

I 1 , , I , I S"'''LI' <: OMOIT1 lOt S.ull' \.. .r II rr" I!

OS_OIl,V "''' 11" 1.1 1 1 POO ..

"T_"U, UIEO ~t:LS'f n .... 1!

D

5 -'--

10_

5_

I I ~ I 1 , -, , , I .-j

I 2

I , , 0_01 ~IH T ~IO"" TI!O

I-, .. T"CT

U_uHo'sn .... r:o I._LOn

C .... _ccJ<tT IH .... OU5 FLIGHT "U~ [II

"I:_IIOCII: CO RI!

lta'-Ol_ 8" c ,_ ' Franz .......c-.OI_ .... __ R, Clennt

..,' .......... HSA o.o.~..... 9- -83

•• 10 ...... ~~MO

.s.:,.,. .. e.oL ... T_ .- Nertl.

" l;-Sil t e d ~aterial b eg1 @ depth of 14. 0 ' i-

(V ERY SOFT) I-

f- Passed through a 1211 l-

)C 12 It d rain l-f- I-l- I-i-i- I-l-i- I-

I-- I- I-l- I- I-

1- .

r L L

F

~ 1/ 18 1 DS 12

&'ft:.,.. Associates, Inc.

[ IICOID 0' SOIL IX'LOIATION

Consulllng (ieOlecMnlcaJ &. Matenals Engineers r ~::~~::Wh~~i~cma~in~.~R~.~q~U~a~r~d~t~&~As~~S~O~C!i~a~t~e~9~~~~~~::=-~"':.:"~~'~~O~-~1~3~(~p~a~.~e~2~Q~f~S) COMfhCTf:O .... ltj _

IIMJJII!CT "'_I Norfolk ~aval Yard Nuclear Bepn1 r Shqp JCI' 31-31418 LOCA1'I0IIt NQrfolk Nayal v ard . Pprtsmouth. Virgjpia

~L!.

C F 0- ,-.. 140 , ... ""''- Ol_ e ' ,- . ran;

""',. "_. '", -- 3D ~. ..... c:.- 01 .. -- R, Cleme~t

9-1 5-83 ~ .. ,,- 2 ~. -~- R~A o.-c_ ....... 9-1 -~l 0.._

" •• IOItIMI"~ "L O.SC1I!I",_ ITU O....~ ..................... • ..... 5CAU c-o. . ....., .. .... T_ .- ... .,. .

Con tIT O. .. -. -- 81ack~ oily, sludge wi h - -, distinct odo r -f-- - '-f-

- 1/16 2 OS 14 f-

2' - f-

- 2 .

29 .

I-30 - 1-2 3 OS 14

I--: Gray, soft , Silt y CLAY - I-

- I-- 32 . - I--- Gray, very soft, SUty - -- CLAY, some sludge

- - 2 -

I PS _

2-1 4 OS 16 r' -i37 0! I-- Gray , soft, S11ty CLAY

I _

I- W'ith. shells in middle

, ! - I-of sample i I I-, I . 3 I-- , I 2- 3 5 OS 16 - I 140 '--i

U"I'1.' CIHIOCT10MS SAM"Ll. TYPO, C:ItCIUtlO "."!IIt OI"TM ~"NO "ITMOO i O.OI""TI~."TlO 0 5_0 tllIV"" ~ "LIT SPOON AT CO""L!T IOIoI ". HSA _.u_ ~ "'-" 1 . INT "CT PT.PII:nnD !HEI.IT TU II~ HiU • >T. Cf1A-c...I_ 1'119\< A_" U-WlDISTU.'~O CA.CI:I<fTlNUOUS I'"UCHT .. UCl_ .. "T'!. 0< .0.1 ...... c--. ~ I.-L01T lIe_ROCII: CO.~ AI'"T!!II l' HilS, >T. "0 - ...... 0.,11.", i

ATEC Associates, Inc.

W RlCORD O' SOIL IX'LORATION

Consulting Geotechnical & Maumals EngIneers a.T •• er;~:o~~~TH~::~Wh~i~t~m~.~ft~!~R~e~q~u~.;r!d~t~&~As~S~O~C~i~a~t~e~S~§t~~~:=::~~",:.~.~.~.~D~-~1~3~(~P~a~g~e~~3~O~f::5~) 'tIIOJfCT ,.... N'orfolk Naval Yard - Nuclear Repair Shop Joe, .31-314 18 '-OOTION Norfglk Nayal Yard. PortsmpJ!th. Virginia

WOI'LU

"_w.. 140

9-15-83 , .. --" .. 11_

Wood with Silty CLAY

Cray, soft, Silty CLAY with wood fibers in sample

Gray. soft , Silty CLAY o.

42 .0

7 . 0 .

45 -so _

I ~5_

; I -

• °1 Blue-Gray , so ft, Silty 1_ CLAY with organic fiberd, I (wo od) '1 j i

""" .. OI_~:::8~"~== "-II c.. 01 ..

............ HSA

,,_ C, Franz ... ~ R. Clement 0- e " I ~ 9-1 6-83

3-3 6

3-3

3- 4

4-4

Bored into Wood

DS 6

DS 14

DS 16 l i--

ATEC Associates, Inc.

W · IIcoaD 0' SOIL IXI'LOaATION

Consulting Geotechnical &. Malenals EngIneers a.T~Acr~:D~~~"~:::Wh~~iitma~~n~.~R~e~9~u~.~r~d~t~&~ .. ~~s~0~C!i~.~t~.~s~~~~~~::=-"::.~'~.~'~~D~_~J:3~(~r~a~g~e~~4~Q~f~5) ~JrCT )II....... Norfolk Naval Yard - Nuclear Repair Shoo JOI. 31-31418 1.0c:.a.TIOM Norfglk NayAl Yard. POrnmO)![h. Virginia

Wll'LI.

'100

2 •• an

HSA

,_ C.

.... __ R • --=--

Franz Clement

9-16-83 toiL c.sc.",GIII SftA., DI A. lOin ..... ~

~=!I.= ... =.~:,..=.=tc='7=':'~c~$~;:~t'~:~·~-=:·===-=p .... ~o~·~~':"""=·rc: ..... lf·!:'...,=~ .. t! .... ::..rT~-~f·:~l---.:...! .. ~"'!·!:...---ll- : Blue.-Gray. soft. Siley r-e LAY with organic ftbe s . f- + __ -+--"("'0.::0 od ) 6 2 • ( I-

_ Blue-Gray, soft, Silty _ I--

• CLAY. I-

Gray. soft, Silty CLAY, with wood fibers

-1-- l-

4-4

70-+.-1

2-3

1-3

10 DS 18

11 DS 18

12 DS 18

Associates, Inc.

IICORD O' SOIL IX".ORATION

Co…