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FY - <br /> Moisture <br /> Dry Density Content Blow/ 5ample ; <br /> (� Ib/ftp Ft. No. USCS DE5CRIPT10N <br /> 0 <br /> j IML GREY BROWN VERY FINE SLIGHTLY SANDY <br /> _USF <br /> SLIGHTLY CLAYEY SILT <br /> cc�� � IML GRADES BROWN, SLIGHTLY MORE VERY FINE <br /> Z 115 2.0 13 TANn <br /> SM TAN SILTY VERY FINE SAND <br /> } SMSW TONGREY COARSESSANDTLY SILTY GRAVELLY FINE <br /> SWGRADES CLEAN <br /> 4 _. <br /> F. SW GRADES WITH LESS GRAVEL (MEDIUM DENSE) <br /> 9 <br /> 6 T <br /> 11,W GRADES WITH MORE GRAVEL <br /> F. SM TAN SILTY VERY FINE SAND 8-! ML TAN VERY FINE SLIGHTLY SANDY SILT (SOFT) <br /> ML BROWN CLAYEY SILT (HARDER) <br /> 1a <br /> BORING TERMINATED AT 10-FOOT DEPTH. <br /> NOTES- <br /> 1 . BORING DRILLED ON 3-1-90. <br />` 2 . NO GROUNDWATER ENCOUNTERED. <br /> 3 . NO CAVING NOTED. <br /> �1 <br /> C i � <br /> i <br /> I` I <br /> 1 � I <br />+ I I <br /> s <br /> 4 <br /> i � I <br /> + � <br /> LOG OF BORING NO. 1 ?LATE <br /> KLEIN FELDER <br /> zzz <br /> 'I PROJECT No. 20-2949-08 <br /> R-22 <br />