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102 <br />81 <br />105 <br />LIGHT GRAY FINE TO MEDIUM SAND--LOOSE, MOIST <br />TAN SILTY CLAY WITH CEMENTED PARTICLES--STIFF,MOIST <br />LIGHT GRAY-BROWN WITH ORANGE STAINS FINE SANDYCLAYEY SILT--STIFF, MOIST <br />GROUNDWATER LEVEL AFTER DRILLED 11/16/16 <br />SATURATED <br />LIGHT GRAY-BROWN V. SILTY F. SAND--MED. DENSE <br />SP <br />CL <br />ML <br />SM <br />0.9 <br />10 <br />12 <br />14 <br />3.0 <br />32.9 <br />23.1 <br />DRILLED: 11/16/16 <br />BORING 15 <br />DEPTH IN FEETUNCONFINED STRENGTH - TSFDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 16PROJECT NUMBER: 146-618 DRAWN BY: WCB <br />Geotechnical Inc <br />RaneyLOG OF BORING <br />PLATE 16 <br />0 <br />2 <br />4 <br />6 <br />8 <br />10 <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.