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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 />1 <br />1 <br />TP-3 <br />SAMPLE DATA <br />SOIL PROFILE <br />GROUNDWATER <br />-0 <br />aD <br />a° <br />o <br />Excavation Method: Tracked Excavator <br />_ <br />E <br />z <br />a <br />cc <br />E <br />rn <br />E <br />>, <br />Ground Elevation (ft): Not Determined <br />0 <br />nd <br />n <br />o <br />s <br />o <br />w in <br />a <br />Logged By: SMG <br />06 <br />U) <br />I� <br />0 <br />ML <br />Brown, very sandy SILT with trace gravel <br />(medium dense, moist) <br />(FILL) <br />1= <br />d <br />W-36 <br />GS <br />_ <br />SP- <br />___ <br />Gray -brown, fine to medium SAND with silt <br />SM <br />clumps (medium dense, moist) <br />2= <br />d <br />W=14 <br />5 <br />�Z Moderate Seepage groundwater <br />SP- <br />Gray, fine to coarse SAND with silt (medium <br />seepage encountered at 5.0 ft. <br />SM <br />dense, wet) <br />(ALLUVIUM) <br />3= <br />d <br />W=28 <br />Test Pit Completed 03/09/17 <br />Total Depth of Test Pit = 8.0 ft. <br />10 <br />—15 <br />20 <br />— 25 <br />— 30 <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 />14 LANDAU Public Access Project Log of Test Pit TP-3 A _� <br />ASSOCIATES Everett, Washington /`1 <br />