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I cot r1• coy <br />Sheet of <br />Project Name: 1 1 <br />proposed McDonald's Restaurant <br />Job No. Logged by: Date: Test Pit No.: <br />TP-6 <br />6893-1 LC 511 95 <br />Excavation Contactor: Ground Surface Elevation: <br />NW Excavating & Trucking <br />Notes: <br />— <br />d <br />— <br />Surface Conditions: Depth of topsoil & sod 4", Scotch Broom and concrete <br />w <br />r �° <br />+ a <br />to <br />L) J° <br />rubble <br />N <br />LN <br />�LLN <br />31 <br />=N <br />I� <br />�. <br />SM <br />Brown silty SAND with gravel, dense, wet <br />20.1 <br />13.8 <br />7.6 3 <br />-becomes gray, very dense, moist <br />!:! 4 <br />5 <br />- . ...... _, <br />6 <br />7.4 7 <br />Test pit terminated at 7.0 feet below existing grade. No groundwater seepage <br />encountered during excavation. <br />LO <br />to <br />U <br />Test Pit Log <br />EW111 COriSU14wits Inc. <br />Proposed McDonald's Restaurant <br />m emearbrY�OYFeeobOM1►en ° "0 Mom"""' <br />0 <br />Everett, Washington <br />J <br />rl Pro). No. 6893-1 <br />Dwn. GLS <br />Data June <br />Checked LC <br />Date 6 9 95 Plate A7 <br />/ / <br />F <br />.,.a....a..,, <br />hnln mndiliad by enbineeflnp tests. <br />Subsurface conditions depicted represent our observations at time and lucauun v,„,...,.r,..1.,•n•, ••-• ••------ --. - <br />analysis and Judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or <br />Interpretation by others of Information presented on this log. <br />