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103 <br />109 <br />99 <br />BROWN SILTY FINE SAND--LOOSE, MOIST <br />LIGHT BROWN FINE VERY SANDY SILT--LOOSE TOMEDIUM DENSE, MOIST <br />BLACK AND RUST FINE TO MEDIUM SAND--MEDIUMDENSE, MOIST <br />GRAY-BROWN CLAYEY FINE SANDY SILT--MEDIUM DENSE,MOIST <br />VERY CLAYEY <br />SM <br />ML <br />SP <br />ML <br />0.9 <br />10 <br />15 <br />32 <br />29 <br />7.8 <br />6.0 <br />24.8 <br />DRILLED: 11/16/16 <br />BORING 9 <br />DEPTH IN FEETUNCONFINED STRENGTH - TSFDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 10PROJECT NUMBER: 146-618 DRAWN BY: WCB <br />Geotechnical Inc <br />RaneyLOG OF BORING <br />PLATE 10 <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 />4. FREE GROUNDWATER NOT ENCOUNTERED IN BORING 9. <br />5. SEE PLATE 2 FOR ADDITIONAL NOTES.