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' PID <br /> } GRAPHIC LOG DESCRIPTION <br /> 40 QB Grey green,very fine sandy clay,MR) <br /> 2-SCh 40 saturated,high plasticity <br /> slotted N <br /> PVC section <br /> rLSO <br /> sand <br /> 42 42 <br /> Ij <br />' <br /> W 44a° 44 20 --------------------------------------+-----.-- <br /> ^r � 3 Grey green,clayey,fine sand(SP),u.lEnd Cap <br /> h fi CaCO3 concretions,dry friable <br /> Q .� Boring terminated at 45 feet. <br /> pcr2„ Converted to MW-5� <br /> 46— <br /> Z 4fi 8" <br /> D <br /> 0 <br /> r � <br /> c� <br /> 0 <br /> ' w <br /> In 46— <br /> M 48 <br /> d <br /> W <br /> 0 <br /> a <br /> t BO 50 <br /> I <br /> r <br /> 52 52 <br /> 1 <br /> ' 54 54 blows <br /> Final Page <br /> ' Bonng Log and Well Completion Details MONITOR <br /> EXPLANATION <br /> Contacts. MW-5 (Boring B-2) WELL <br /> Z Water level during dnlltng Solid where certain <br /> Q Water level in completed well Dotted where approximate <br /> Location of recovered - - - Dashed where uncertain Nomellini Construction Company, Inc <br /> dn11 sample <br /> . .:�.. Hachurad where gradational 1045 W Charter Way 5 <br /> . Location of sample sealed <br /> for chemical analysts est K Estimated permeabdity Stockton,California <br /> ® Stevesa le (hydrauhcconductivity)sample 1K-primary 2K-secondary <br /> AIRMSIAN ENVIRONMv'VTAL CONSULTANT'S <br /> NR No recovery rt f1 <br /> ® Grab sample 100 SHORELINE AIGHWAY N295B MILL VALLEY CALIFORNIA 94%) (415)381-6456 <br />