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105 <br />112 <br />107 <br />108 <br />BROWN VERY SILTY VERY FINE SAND/FINE SANDYSILT--LOOSE, MOIST <br />LIGHT BROWN FINE SANDY SILT--LOOSE, MOIST <br />TAN-WHITE, VARIABLY CEMENTED <br />BROWN VERY FINE SANDY SILT--MEDIUM DENSE, MOIST <br />BROWN FINE TO MEDIUM SAND--DENSE, MOIST <br />LIGHT GRAY <br />GRAY-BROWN CLAYEY FINE SANDY SILT--DENSE, MOIST <br />GROUNDWATER LEVEL AFTER DRILLED 11/17/16 <br />GROUNDWATER FOUND DURING DRILLING 11/17/16 <br />BROWN AND GRAY FINE TO MEDIUM SAND--MEDIUMDENSE, SATURATED <br />WITH SILT LENS <br />MEDIUM TO COARSE SAND <br />SMML <br />ML <br />ML <br />SP <br />ML <br />SP <br />2.3 <br />12 <br />56 <br />50 <br />44 <br />28 <br />13.1 <br />15.4 <br />3.2 <br />21.4 <br />DRILLED: 11/17/16 <br />BORING 11 <br />DEPTH IN FEETUNCONFINED STRENGTH - TSFDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 12PROJECT NUMBER: 146-618 DRAWN BY: WCB <br />Geotechnical Inc <br />RaneyLOG OF BORING <br />PLATE 12 <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.