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Tnc} Oft 1 nn <br />Sheet of <br />Project Name: 1 1 <br />Proposed McDonald's Restaurant <br />Job No. Logged by: Date: Test Pit No.: <br />TP-5 <br />6893-1 LC 511 95 <br />Ground Surface PJevation: <br />Excavation Contactor. <br />NW Excavating &Truckin <br />Notes: <br />" — <br />d <br />— <br />Surface Conditions: Depth of topsoil & Sod 12% Scotch Broom, wool stump <br />w <br />r <br />t.0, <br />0. <br />u n <br />and burn pile <br />(�l <br />ANCLLN <br />:tn <br />TQPSO Dark brown silty SAND with organics and gravel, loose, wet <br />SM <br />y <br />29.9 <br />4 1 <br />SM <br />Brown silty SAND with gravel, dense, wet <br />239 <br />2 <br />.. -... ,. <br />18.5 <br />3 <br />4 <br />7.2 <br />5 <br />-becomes gray, very dense and moist <br />6 <br />84 <br />7 <br />6 <br />_. <br />10 <br />Test pit terminated at 10.0 feet below exlsting grade. No groundwater seepage <br />' <br />n <br />encountered during excavation. <br />i <br />r <br />a " <br />4 <br />a' <br />Test Pit Log <br />Earth Consultants Inc. <br />Proposed McDonald's Restaurant <br />P <br />m <br />m <br />Everett, Washington <br />J <br />Proj. No. 6893-1 <br />own. GLS <br />Date June'95 <br />Checked LC <br />Date 6/9/95 Plate 6 <br />F <br />.u_ _...a....,,..., <br />hm. mMiand by enninsedno tests. <br />Subsurface conditions depicted represent our observations at the nme anc iocanyu y, .,,�--,.r,,.,-•-o ••-• •••----- -• f- <br />the <br />analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility or use or <br />Interpretation by others of information presented on this log. <br />