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113 <br />91 <br />102 <br />BROWN SILTY FINE SAND--MEDIUM DENSE, MOIST <br />LIGHT GRAY, GRAVELLY <br />LIGHT BROWN AND LIGHT GRAY FINE SANDY SILT WITHOCCASIONAL GRAVEL--LOOSE, MOIST <br />BROWN FINE TO MEDIUM SAND--MEDIUM DENSE, MOIST <br />GRADING WITH MEDIUM SAND <br />RUST-BROWN, MEDIUM TO COARSE SAND <br />LIGHT GRAY <br />GRADING CLAYEY <br />GRAY-BROWN WITH RUST SPOTS SILTY CLAY--VERYSTIFF, MOIST <br />SM <br />ML <br />SP <br />CL0.7 <br />22 <br />13 <br />16 <br />35 <br />9.2 <br />18.1 <br />21.5 <br />DRILLED: 11/16/16 <br />BORING 6 <br />DEPTH IN FEETUNCONFINED STRENGTH - TSFDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 7PROJECT NUMBER: 146-618 DRAWN BY: WCB <br />Geotechnical Inc <br />RaneyLOG OF BORING <br />PLATE 7 <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 6. <br />5. SEE PLATE 2 FOR ADDITIONAL NOTES.