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<br />5'''1\
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<br /> 5115
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<br /> \~C=4 .1
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<br />> 5321
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<br /> 25"'12
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<br />5/12
<br />wC:::]1o.6_
<br />00.810
<br />55"'0.09
<br />--
<br />PH"'1.1 ~.
<br />
<br />. It-CICATES APPROXIMATE Ct1A~ TH4.LWEG
<br />
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<br />I
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<br />
<br />..IOfI 1'<<). 13.801
<br />
<br />Jt.-')
<br />EL. '" '53JO
<br />
<br />
<br />11"'12
<br />
<br />wC:=lI.O
<br />00"89
<br />UC=2200
<br />
<br />,
<br />
<br />LEGE~O I
<br />
<br />5]101'1
<br />
<br />IIIll A~H"L T .
<br />
<br />E3
<br />
<br />CLAYSTo-.F.. SAm't. HAFO r~ VF.nv...wo.
<br />lolQIST. R...lJE-rpAY
<br />
<br />10/12
<br />'~C=I?2
<br />-200::22
<br />
<br />RAY I,t.o ">l.f\BA~
<br />
<br />5)]5
<br />
<br />ORIVE SAMPLE. TtE SYM8Cl.. IVU ItI)IC.\Te~
<br />Tti4T 14. BLOWS a: " UO PO..t..Q HAfotMER
<br />PALLING )0 )NOES ~AE REt'lU.AEO TO DR'VE
<br />A 2.5 INCH O.D. SAMPLER IZ INCHES.
<br />
<br />~ TO"'SOIL/SOO
<br />
<br />p
<br />
<br />5])0 ~
<br /> l:l
<br /> ~
<br /> e
<br /> ;:
<br /> .,
<br />5]25 - >
<br />a
<br />
<br />DRive SAMPLE. TtE SYI'I6CL .f(,5/U: :tDICATE'
<br />TH4.T 45 BLOwS OF &100 Pf'"U'.&O Hl,f-V-€R
<br />PALLIt~ JO IUCtES wERE REt:UlPEO T~ Oo")IVi
<br />A :.0 INCH 0.0. SAtFLER 12 IHCl'"CS.
<br />
<br />[3
<br />
<br />FILL. CLAY, SANOV, STIFF. HOIST.
<br />BROWN, PARK DROWN C Cl. I
<br />
<br />p
<br />
<br />[I
<br />
<br />CLAV.SAt-O't.SILTY,fE:OIUi ST'FF
<br />TO STIFF. HJ,5T TO wET. 0R0wH
<br />TO DARK BAO\ot-l. (',RAY CeLl
<br />
<br />--IItOIC...TES C"'''IUG SOILS
<br />
<br />51.!1'J
<br />
<br />ItOIC"'TES CoPCutO WATEP LEVa. lo'EA.SVI'EO
<br />"'T HE COto'PLETlCN OF Oi'i'LLll'ti.
<br />
<br />CJ
<br />
<br />INTERBEDDED SAt-O. c:LAYE.... ""D a.....(. ~
<br />SAI'.OY. LOOSE on .EOIl1'l STIFF.
<br />MOIST. 6PO\'IN ISC,CLl
<br />
<br />5]IS
<br />
<br />[f1 SAt-O.G...E"'N TO SILTY.GR.",a...LY. WITH SAf'.DY GRAvB.
<br />':'. LAVERS AH> OCCASIOfUoL CLAY LAYERS, LCr.:::;e TO DENSE.
<br />MOIST TO wET, TAN. BRC\'4I'l ISW,sP-SMI
<br />
<br />I'OTES.
<br />
<br />I. Tte BORINGS WERE [)FULLEO JAtUlRY 6 AtD 9. 198' lr!ITH A 4-INCH DIAl-EYER
<br />CONTlt.a..oJS FLIGHT powell ...ur.eR.
<br />
<br />2. TI-ESE LOGS ARe SUBJECT TO TI-E EXPLAN"'TlONS. LIMITATIONS NO Ca-c..USIONS
<br />AS CONT"'II'ED IN THIS REPORT.
<br />
<br />l. BORII'lG ELEVATIONS WERE ESTl......TED FROM TIFOGRAPHIC HAPPING, SlPPLleD BY
<br />DAVID J. LOVE t ...ssocrATES. ","0 ARE APPROXiMATE.
<br />
<br />10. wC - 1f'()ICAreS NATuRAL KlISTl.AE CONTENT Ul
<br />00 - ItnlCATES ORY oeuSITl' IPCFI
<br />-200 - ItnlCATES PERCENT PASSltti TIE NJ. zoo sieve
<br />LL - 1I'.olCATES LIOUID Ll~IT (xI
<br />PI - It~ICATES PLASTICITY INDEX ..1
<br />uc - ltoOlCATES l)NCOI'FltEO CCHlflESSIVE STRENGTH CPSFI
<br />:'is (tlOlU.TES WATER 5O..UBLE 5U..FA.TE COttCENTRATl0N5 CXI
<br />Pit II'OICATes pF.ASUlft'ENT OF ALKALINITY......CIOITY OF SOIL
<br />
<br />LOGS Of f.>;PulAAT:JIW onRIf''''~
<br />
<br />FIG. 5
<br />
<br />.', iI~' ..' "., ., ,,""..,d'.,.....~ ".."~,,. ",,,,,,/;"q;"~~,',!,',,., ,.,;[. ", h-4<.:"~~"'" :it t~~r'~"-r "....,..,._,. '. ...., ~ ,., .
<br />'" ,. ...",''' , f, -.,.', \ '., '.,. ~. i "'llI'';:,'~'.t..,., 'i:'--',"~':; ,,1; ~~.'i)lrt,! ~'~Hf!d;:i.'"fA:I,' t;.~,oj!~).::\i)},n'...'..~l(j.'(,~f,i(~ ,ltf,1,fi~~r;~\,':'!~)f~~l , ~'lf:t1,\,,~~)!\;tJM:;"{'7 '';;'~1''''~:~' :1"~~"ii-;Jtt.~.rti-I'{"~;1~....-t>>'t'~~ \ \::~..J r.,1W
<br />, ,,- ~ .~. .- '., " '.~ ..' ~\.. '''',. . .' '.
<br />
<br />,-~--=~-
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