Text

Forwards Preliminary Soils Data & Soil Boring Logs
	ML19224B724
Person / Time
Site:	Crane
Issue date:	05/25/1979
From:	Winterhalter J; GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT
To:	Robert Williams; EUTGENP
References
	NUDOCS 7906220121
	Download: ML19224B724 (25)
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r May 25, 1979 CAI/I'fI-2/38k L

Mr. R. L. Ililliams CPU Service Corporation Three Mile Island Nuclear Station P.O. Box 480 Middletown, Pennsylvania 17057 V

Re:

Prelir:inary Soila In format ion Solid Waste Staging Facility

Dear Mr. R. L. Williams,

m Attached are four copies of the preliminary soils data and soil boring logs for your ir=ediate use.

The Plan on the first chect indicates the extent of the concrete fill. The final soils report vill be trans:sitted shortly.

Please call if you require additional infor=ation.

Very truly vours.

k$

en J. A. Winterhalter Civil Engineer JAW:bw cc: Ken Pastnr John Flynn J

G. T. :liller R.

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C. W. Eduards G. 11. Costoniris

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Geownd Weeer, 6 In' a

Constewction Problems, Rock Or Soil Type Accessories Core Rec.

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GIL BERT A150Cl ATES, INC.

SOIL AND ROCK CLAS5IFICATION SHEET

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SHEET or bj"j b d I' W.O. 0 4" 3~O70 11TE ARE A 7 r ee Fi:lc Irfo/, Pa.

.onitt note no, B7-7c/;

PROJECI:

'O PA M lllI M CO*

COORDINATES E L E V A TION CCNTR ACTOR:

N' 04 Gwt0HR$

D RIL L E R.

CLA551FIED BY:

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24 HR$

16 REMA M 5e i Or Rock 5PT I

DESCRIPTION s

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9 G*ologic Doro.

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Range Groin

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Density ( r Consistency), Color d

j Size Shop.

G.ownd water, Construct on Problems, Rock Or soil Type. Accessories Core Rec.

6 12 18 Run Coee Brown m ediu m +c c sa r.se

pg Saweg b A C*ruthed nck, DAM P 2

Brown med; u m +o cean:

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gravel, % cc co %tas <~s cobbice

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3 M ll 20 u - Q T w ei, piecer 4 den)> ucos, swas, 9

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SOIL AND ROCK CLA551FICATf 0N 5HEET SHEET OF DRILL HOLE NO.b7' 7'?

W.O.0 4 4'273-070 5ITE ARE A N

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CCORDlHATES ELEVATION CONT R ACT OR:

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COORDINAT ES ELEVATION CONTRACTOR.

Ab Mf GWL 0 HR$

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' Rwa Co<e 6 12 18 Y G W V),

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10 9 9 coa yre sanci e cl

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MOTES *.

\\. FOP, BACwF\\LL tu-s\\ tu oR cTHER READ \\LY AVA\\L ABl.E MAT 1hlAL MM BE USED. EAcdttt. SHALL BE PLAC.ED \\M LANERS OF \\6" MA% THicWHESS' MEA % mal % OF CEu. uMERS SMALL BE DOME BN,15% M\\M.). COMP AMD COMPActEb 'To 80% %ELAT, tNE. DEM%tTN (

MAMD-OPEP ATED MECH.

COMPACT \\04 EQUtPMENT. PL ACEMEM*1 0F PR.L SBAl.L MOT BE DOME DUR\\MG RE AW P A\\MS.TMO SO\\L DEMS\\Tf TESTS SMALL BE COMOVCTEQ 09 THE BAC%F\\u BEMEMH THE CEU. UMERb. AT \\.E AST OME DEMS\\Ti TEST SHAlL BE COMDUCT!D ON EACH L\\FT TBE%E AFTY.%. THY. TESTING KETHOD '

USED SRAu. BE in ACCORDAMCE MtTH AS'TM D 155G' Vo% ENE%N ARE A "

4)TH 'IEST RESULT 5 \\MD\\CATiMG LESb TRAM 60% %ELAT\\NE. DEMS\\TN ADD-3 lTiou AL COMPACTiOM SHAl.l.T A%E PLACE UMTil FORTHER ' TESTS \\MD\\CATE 7 HAT THE P9soPEk LENEL OF COMPACT \\oN MA's BEEN OB'TA\\WED.

'2. BRA)M AGE DITCH AMD CULVERT PtPE LEAOlMG FFOM SOUTH EMO OF DESu.yMG bas \\M to Floop BAS \\M SHALL BE CLEAMED OUT AMD RESTORED To OR\\GtN AL COMTOURS.

WHEM SET lM PLAct,SHALL BE MAiHTAINED MtTHIN '/[ OP

3. CELL LtMERt'L POErt\\OM DVR\\MG BAC%Fil.UMG AMD COMP ACTI Q]

1 ROE YERTnCA ATIOWS. MooDEM SPtDERS SHALL BE USED To MAiWTA\\M ROOMDMEss ATTOP OF CEU. UMER MHEN BACWFtLUMG.PMMOOD COVER ATTACHED *Io S?lDEM 7

SHAT.L BE USED 10 %EEP B)CWfitt. CUT OF CELLS.

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4. ASPHALT ou top OF EMBAMBMEMT ABOUMD CEu.S SMA\\.L BE COMPFCTED US\\MG Miu. ROLLER PPsESSURE OF So PSL M\\M. OF YOOM PASSES SH ALL EE M ADE MrTH Rou.EK.

5. LOME% TMELNE INCHES OF tuS\\DE SVRPACE OF L\\MER MAM.5 AMD EOTTOM PL A7E SRAU. BE UNED Mftn EPcyN COAnMG VOR DEChilGHT-MESS AMD DECOMTAMiM AB\\LUN. COAltMG MATEW)AL AMD APP \\CNi\\C*j SHAU. BE IN ACCORDANCE W\\TB'1MPER\\AL PBOFESS\\0MA\\. OAT \\ HGS.

SPEC t F\\CA'tioM G. ASPRALT UMDER SR\\El.D PLOG SHAU. BE FOLLED SMOOTH AMD FLUSM MrtH TOP OF CORR.UGA tED PtPE. 40\\MT BETMEEM ASPBALT AMD 9 LOG SHAU. BE SEALED AGA\\MST RA\\MMATE% \\MLEAYAGE BN '/6" 'IRICE MEOPREME OR ROBEE% GAS %ET\\MG MNtE%\\AL GLUED 70 UMOERS\\DE.

OF PLUG.

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Dear Mr. R. L. Williams,

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