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r <br />Silver Lake Plaza <br />Site Soil Logs <br />From test pits taken by Robinson Noble, Inc, soils encountered were silty fine sand type soils. <br />Refer to the "Geotechnical Engineering Report" report by Robinson Noble, Inc dated March 23, <br />2016 for more detailed soil information. <br />TEST PIT 1 <br />(TP-1) <br />0.0'-1.0' <br />DARK BROWN TOPSOIL <br />1.0'-3.0' <br />SILTY FINE SAND W/GRAVEL <br />3.0'-6.0' <br />SILTY FINE SAND W/MOTTLING <br />(NO GROUNDWATER OBSERVED) <br />TEST PIT 2 <br />(TP-2) <br />0.0'-0.25' <br />DARK BROWN TOPSOIL <br />0.25'-3.0' <br />SILTY FINE SAND W/GRAVEL <br />3.0'-5.0' SILTY FINE SAND W/GRAVEL & MOTTLING <br />(GROUNDWATER @ 3.0') <br />TEST PIT 3 (TP-3) <br />0.0'-0.5' DARK BROWN TOPSOIL <br />0.5'-3.5' SILTY FINE SAND W/GRAVEL <br />3.5'-6.5' SILTY FINE SAND W/MOTTLING <br />(GROUNDWATER @ 3.5') <br />TEST PIT 4 (TP-4) <br />0.0'-0.25' DARK BROWN TOPSOIL <br />0.25'-3.5' SILTY FINE SAND W/GRAVEL <br />3.5'-5.5' SILTY FINE SAND W/GRAVEL & MOTTLING <br />(GROUNDWATER @ 3.5') <br />TEST PIT 5 (TP-5) <br />0.0'-1.0' DARK BROWN TOPSOIL <br />1.0'-3.5' SILTY FINE SAND W/GRAVEL <br />3.5'-6.0' SILTY FINE SAND W/GRAVEL <br />(GROUNDWATER @ 3.5') <br />`` WESTERN ENGINEERS, INC. 46 PROJECT: 15-1415-A <br />