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t <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />SAMPLE DATA <br />c Z <br />H <br />m <br />o <br />m <br />t <br />�a rl N <br />C <br />o. <br />> E c <br />E <br />in <br />0 <br />W (n 06 <br />rA <br />E— <br />TP-4B <br />SOIL PROFILE <br />Excavation Method: Tracked Excavator <br />Ground Elevation (ft): Not Determined <br />CL L <br />(n <br />E <br />co <br />Logged By: SMG <br />SP <br />5 1= d W=24 <br />GS <br />Test Pit Completed 03/09/17 <br />�10 Total Depth of Test Pit = 8.0 ft. <br />�-15 <br />1— 20 <br />F-- 25 <br />�- 30 <br />(FILL) <br />concrete debris <br />Gray, fine to medium SAND with trace sift and <br />gravel (medium dense, moist to wet) <br />(ALLUVIUM) <br />GROUNDWATER <br />Moderate Seepage groundwater <br />seepage encountered at5.0 ft. <br />35 — <br />Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br />2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br />3. Refer to "Soil Classification System and Key' figure for explanation of graphics and symbols. <br />Riverside Business Park Figure <br />LALANDAU Public Access Project Log of Test Pit TP-4B _Q <br />ASSOCIATES Everett, Washington /� VV <br />