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I <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 />1 <br />Z <br />—5 <br />—10 <br />— 15 <br />— 20 <br />— 25 <br />TP-1 <br />SAMPLE DATA <br />SOIL PROFILE <br />GROUNDWATER <br />m <br />n <br />o <br />Excavation Method: Tracked Excavator <br />$ <br />0 <br />E <br />Ground Elevation (ft): Not Determined <br />N Z <br />y <br />N <br />0 <br />U <br />d <br />U) <br />� <br />w <br />Logged By: SMG <br />cn -a <br />ML <br />Light brown, very sandy SILT with gravel (stiff, <br />moist) <br />(FILL) <br />SP <br />Color change to dark brown / <br />1 = <br />d <br />W = 18 <br />------------------� <br />Brown, fine to coarse SAND with trace silt <br />(medium dense, moist) <br />O_L <br />, Black SILT with organics (soft, moist) <br />SP <br />— — — — — — — ------J <br />2 = <br />d <br />W = 18 <br />Gray, fine to coarse SAND with trace wood <br />ML <br />debris (medium dense, wet) <br />3 = <br />d <br />W = 50 <br />AL <br />� Gray SILT with organics (soft, moist) — <br />_V Moderate Seepage groundwater <br />SP- <br />(ALLUVIUM) / <br />seepage encountered at 7.5 ft. <br />SM <br />------------------J <br />Gray, fine to coarse SAND with sit (medium <br />dense, wet) <br />Test Pit Completed 03/09/17 <br />Total Depth of Test Pit = 9.5 ft. <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 />14 LANDAU Public Access Project Log of Test Pit TP-1 /\ _/� <br />ASSOCIATES Everett, Washington /� "r <br />