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� - Approximate Hand Soring Location <br />HAND BORING 1 <br />�., � � <br />0.0 — 1.5 One foot of brown, silty sand with gravel, moist, loose (FILL) over remnant <br />to soil. <br />1.5 — 8.0 Red-brown, silty SAND, fine- to medium-grained with occasional gravef, moist, <br />loose [SM] <br />- becomes ra -brown, less silt , medium-dense to dense at 4 ieet. SP/SM <br />�.0 —13.0 Gray, fine- to medium-grained, SAND, moist, dense [SP] <br />- becomes ve dense at 10 feef. <br />Hand tsoring was terminated at a aeptn ot �� �.0 reet on iviay 5, �u i u. <br />No groundwater seepage was observed in the test boring. <br />Note - Letters in brackets [] denote USCS soil designafion. <br />GEOTECI-� <br />CONSULTAI�'TS, INC. <br />Site Exploration Pian & I�[and Soring Log <br />2414 Baker Avenue North <br />Everett, Washington <br />Job Dafe: cale: Plate: <br />10114 June 2010 N�t to Scale 2 <br />