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103 <br />99 <br />100 <br />BROWN SILTY FINE SAND--MEDIUM DENSE, MOIST <br />LIGHT GRAY VERY FINE SANDY SILT--DENSE, SLIGHTLYCEMENTED, MOIST <br />LIGHT BROWN FINE SAND--MEDIUM DENSE, MOIST <br />RUST-BROWN, MEDIUM TO COARSE SAND <br />GRADING LIGHT GRAY <br />BROWN CLAYEY SILTY FINE SAND--MEDIUM DENSE, VERYMOISTGROUNDWATER LEVEL AFTER DRILLED 11/16/16 <br />LIGHT BROWN AND GRAY FINE TO MEDIUM SAND--DENSE,SATURATED <br />GRAY AND WHITE, WITH COARSE SAND <br />SM <br />ML <br />SP <br />SM <br />SP <br />3.3 <br />22 <br />69 <br />19 <br />61 <br />5.9 <br />18.9 <br />3.5 <br />DRILLED: 11/16/16 <br />BORING 5 <br />DEPTH IN FEETUNCONFINED STRENGTH - TSFDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 6PROJECT NUMBER: 146-618 DRAWN BY: WCB <br />Geotechnical Inc <br />RaneyLOG OF BORING <br />PLATE 6 <br />0 <br />3 <br />6 <br />9 <br />12 <br />15 <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.