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104 <br />106 <br />115 <br />99 <br />98 <br />LIGHT BROWN SILTY FINE TO MEDIUM SAND WITHOCCASIONAL COARSE SAND GRAINS--MEDIUM DENSE,MOIST <br />LIGHT GRAY-BROWN FINE TO MEDIUM SAND--MEDIUMDENSE, MOIST <br />GROUNDWATER LEVEL AFTER DRILLED 11/16/16 <br />GROUNDWATER FOUND DURING DRILLING 11/16/16 <br />SATURATED <br />GRAY VERY CLAYEY FINE SANDY SILT--VERY STIFF,SATURATED <br />GRAY-BROWN FINE SANDY SILTY CLAY--STIFF,SATURATED <br />SM <br />SP <br />ML <br />CL <br />0.8 <br />1.0 <br />54 <br />30 <br />18 <br />26 <br />19 <br />5.4 <br />5.2 <br />3.9 <br />2.8 <br />25.6 <br />DRILLED: 11/16/16 <br />BORING 3 <br />DEPTH IN FEETUNCONFINED STRENGTH - TSFDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 4PROJECT NUMBER: 146-618 DRAWN BY: WCB <br />Geotechnical Inc <br />RaneyLOG OF BORING <br />PLATE 4 <br />0 <br />4 <br />8 <br />12 <br />16 <br />20 <br />NOTES: <br />1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS ONLY <br />AT THE BORING LOCATION AND TIME DESIGNATED. <br />2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br />PLATE 17. <br />3. SEE PLATE 2 FOR ADDITIONAL NOTES.