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,. <br />�-� <br />[�]C�>C� �.a <br />D�7x <br />C H <br />9Hp� <br />e <br />y H <br />� H 7�tl <br />�yH is <br />z <br />��o <br />ON , <br />H�g <br />�. � <br />t" y � � <br />5� <br />t�i� y <br />gM <br />�d� <br />��� <br />H O p� <br />F-r � <br />Loggad By.-Ptr <br />Dato g�l��l LOG OI' KGS7' CUT I3ANK �'Elev. 111.5'± <br />Depth W <br />(ft.) USCS Soil Description (9b) <br />0 <br />SM Dense, dark brown, silcy sand, wiCh bricks, and a <br />_ thin layer of topsoil near the surface (I'ILI� _ <br />SP1 Dense, Can, gravelly sand (�ILL) <br />— _ � C�78I'C081 18}'C'r <br />5 — — — — -- — — — — — — — <br />SM- Very dense, reddish brown, silcy sand with gravel <br />Ghl (WEATf1ERGD TILL) 18.3 <br />10 SM Very dense, gray, slighcly si1Cy sand, cemenCed 11.1 <br />(WEATHERED TILL) <br />noTror� or ExcnvnTloN n�� 1 i. s� <br />15 <br />� <br />. <br />Lopged By,..MP._ <br />Date $�12/91 LOG OP SOUTN CUT 13ANK �' Elev. 110.5't <br />SM Dense, brown, silty sand wiCh topsoil near surface <br />SM- Dense, [an, silty sand wiCh gravel, with concrete 7,0 <br />GPf c.hunks (FILL) <br />GM Dense, tan, �ravel�� sand (I'ILL) _ _ _ _ _ <br />— _ �Ch�rcoa] layer — — — — — — — — — — — <br />SM- Very dense, reddish brown, silty sand rith gravel 15.1 Sieve <br />GM (W�pTHBRED TILL) Analysis <br />BO'ITOM 01' EXCAVATION A'I' 10.5' <br />�` Uased on 8ottom Of I:%C�VaCion = 81CV. lUU <br />NORLING RBSIDGNCL' ADDITION <br />,� Consultants Inc. 3311 GRAND AVGNU@ <br />LVGRfTI', WASIIING7'0\ <br />C.aleehnlul EnBlneen, Geolopl+l� b <br />� EnNronmmu�SNmlhu <br />Proj. No. (;-0126 Datc 8/ 12/91 PLATE 3 <br />� <br />