Laserfiche WebLink
FILL <br />108 <br />110 <br />108 <br />BROWN SILTY FINE SAND--MEDIUM DENSE, MOIST <br />WITH GLASS FRAGMENTS AND SHARDS <br />BROWN SILTY FINE TO MEDIUM SAND--MEDIUM DENSE,MOIST <br />LIGHT BROWN, FINE SAND <br />LIGHT BROWN CLAYEY FINE SANDY SILT--VERY STIFF TOHARD, MOIST <br />GRADING VERY FINE SANDY <br />LIGHT BROWN AND GRAY FINE TO MEDIUM SAND--DENSE,MOIST <br />GROUNDWATER LEVEL AFTER DRILLED 11/16/16 <br />GRAY-BROWN CLAYEY FINE SANDY SILT--STIFF,SATURATED <br />SM <br />SM <br />ML <br />SP <br />ML <br />23 <br />50/6" <br />84/11" <br />44 <br />17 <br />6.8 <br />4.8 <br />20.3 <br />DRILLED: 11/16/16 <br />BORING 2 <br />DEPTH IN FEETDRY DENSITY - PCFMOISTURE CONTENT - %DATE: 12/8/16PLATE NUMBER: 3PROJECT NUMBER: 146-618 DRAWN BY: WCB <br />Geotechnical Inc <br />RaneyLOG OF BORING <br />PLATE 3 <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.