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TP-4 <br />SAMPLE DATA <br />SOIL PROFILE <br />GROUNDWATER <br />aD <br />a <br />o <br />Excavation Method: Tracked Excavator <br />o <br />m <br />a <br />U <br />Ground Elevation (ft): Not Determined <br />c <br />16 <br />Z <br />a a, <br />n <br />n <br />to <br />o <br />w <br />Logged By: SMG <br />U) -a <br />0 <br />GP- <br />Gray, fine to coarse gravel with silt (medium <br />GM 1 <br />MLJ <br />dense, moist) <br />\ \ (FILL) /^ Groundwater not encountered. <br />1= d <br />W=9 <br />SM <br />\�------------------/ <br />\ Light brown SILT (soft, moist) / <br />------------------- <br />DB <br />Brown, silty SAND, trace gravel (medium dense, <br />�moist) <br />5 <br />------------------J <br />Cobbles, gravels, debris <br />Test Pit Completed 03/09/17 <br />becomes wet <br />Total Depth of Test Pit = 5.0 ft. <br />quarry spalls <br />exploration terminated at 5 ft due to suspected <br />utility <br />I-10 <br />�-15 <br />{-- 20 <br />I— 25 <br />I— 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 <br />LANDAU Public Access Project <br />ASSOCIATES Everett, Washington <br />Log of Test Pit TP-4 <br />Figure <br />A-7 <br />