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<br /> LOG OF TEST BORING ' <br /> 1 <br />w BOAINC% NO 2 Cont. <br />,roe NO 120-3932 VERTICAL SCALE' 4 <br /> PPOJFCT <br />pP.Ctr E? DLSTRL?L ut <br /> _ <br />DEPTH DESCRIPTION OF MATERIAL SALIGLE GEOLOGIC LAP,AATGpr TES:S <br />A IN ORIGIN I U <br />N wL NO Tr?E , w O <br />Ou <br /> L <br />FEET <br /> 30 FILL (Cont.) 10 - -- <br />s <br /> <br /> 32 MCK, brownish gray, soft, some <br />lenses of waterbearing sand <br />SWAMP I <br />! (Pt) DEPOSIT <br /> 4 10 SS <br /> <br /> 9 <br /> 40? 11 SS <br /> SA.'?D, fine grained, gray to brown, <br /> waterbearing,dense to eery COARSE I <br /> dense (SP-SM) ALLUVIUM <br /> <br /> 37 12 SS <br /> <br />- <br /> 47 13 SS <br />.."'? S1 <br /> End of Boring <br /> <br /> ;Influenced by drilling fluid. <br /> <br /> I <br /> <br /> <br />.9 I <br />I <br />1 <br /> <br />` <br /> MUTER LEVEL MEASUREMENTS <br /> <br />:.,T ' <br />C'?!E SAVPc7 <br /> <br />T+,JE DrG`n ?1SIY?i CA"[-IN ! Ma?fP <br /> <br />DEP'. 1 DE--IM BAIIEDDE?'F*5 ti _ ?1 Z"-- sf?C."+ () 10:40 <br /> <br />--'4---'--- -"._ -_-?'-- <br /> 12-4 a1:?J 161,1 141.1 1 1 an i :J <br />1 Ll1i 1 yCI'?t <br /> <br />12-S <br />10:40 1 <br />29' ' Io 1 5.?, x _ <br /> 12-5 11:30 <br />11 <br />bone <br /> <br />+ 13? <br />to <br />I <br /> Vishler <br />wC+y+wEU AVE.AJ[ SOIL