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0 <br />10 <br />90 10.4 <br />3 <br />28 <br />95 12.1 <br />6 <br />9 18 <br />12 <br />25 <br />102 23.6 <br />15 I I <br />BORING 10 <br />DRILLED: 11/16/16 <br />1 <br />SM <br />: <br />LIGHT BROWN SILTYFINESAND—LOOSE, MOIST <br />. <br />ML TAN VERY SANDY (FINE) SILT—MEDIUM DENSE, MOIST <br />BROWN <br />SP GRAY-WHITE WITH ORANGE STAINS FINE TO MEDIUM <br />SAND—MEDIUM DENSE, MOIST <br />ML BROWN CLAYEY FINE SANDY SILT—VERY STIFF, MOIST <br />GRADING LESS SANDY DEPTH IN MOISTURE CONTENT - % DRY DENSITY - PCF Lb 1-1 ‘-1 <br />rz4— c4.• 41 [4 Cf:1 X X <br />z• z <br />E. G.1 H <br />0 <br />a4 <br />NOTES: <br />THE BORING LOG DEPICTS SUBSURFACE CONDITIONS ONLY <br />AT THE BORING LOCATION AND TIME DESIGNATED. <br />NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br />PLATE 17. <br />FREE GROUNDWATER NOT ENCOUNTERED IN BORING 10. <br />SEE PLATE 2 FOR ADDITIONAL NOTES. <br />Geotechnical Inc <br />LOG OF BORING <br /> <br />[1.1 <br />PLATE 11