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Needles , TamT en & $ergendof f <br />July 16 , 1985 <br />Page three <br />)85 at the locations <br />Test Borin a Pat do n on July 2 elevations <br />of the borings were <br />auger borings Surface el ff . <br />indicated flight ted on the attach slkesrTam en & Bergendo <br />ante mined by ��ard r samples <br />d <br />only disturbed <br />Soil Sa lin n power auger nation of the depthcohesive <br />s were pat �wri f 1s g ethod I our ete n istencY of <br />The boring $ecause o o£ soil an <br />d the recovered.ions layers <br />were of the ar3- 'te. <br />soils are only apP wally <br />man <br />• classification •eld they w" visually and 3 and 2488- <br />Soil fi D 2487-83 <br />in the th AS'M• the <br />e obtained in rdanCe to <br />As the san'P t o crew chi the samples werev h icat on of met field <br />classi£i • Ve portions oinaon and for les were submits and lderti- <br />Repre;e�ntat� �. �p depth <br />for further select the eP <br />laboratory in addition ► casing test d of <br />cgs of the borings indi Erato 9 the m+e <br />classi£ ication • the <br />story tests• strata the the N va]uet Lion regards Charts illustra- <br />of thod <br />laboratory a various inert informs attached• and <br />f ication of i ortmtion the mill hol the descriptive terminology <br />level snf advancing <br />meter lnin oial`n classif ication Procedualso attached. <br />g►i,nta s <br />ting lseus� on the bring logs are <br />TATI� <br />sym� RATION I f�sional <br />�W report re 'with our wth currently <br />tions contalTIE are riaxthis led at in ac and location <br />. other than <br />The rdance <br />� g practices at this m�e <br />�ese oP is <br />opinions • sneering pli or intend <br />accepted <br />pt thiSt no �cranty is imP <br />very truly Yours <br />Richard S• <br />17utcher t P . E . <br />Senior Project Engineer <br />Jeffery K. voyen' P•E• <br />cc: y Univac <br />Sperry Michael C—f-3 <br />Attn• Flacility 'Engines <br />