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GEOPROBE CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> RID Blow LOG <br /> (ppmv) Counts <br /> Q Q Concrete <br /> 2 2 - <br /> 4 4 - <br /> 6 6 <br /> w 8 $ <br /> 1 1550 <br /> cars 10 10 <br /> a <br /> z SILT safe,brown damp,no odor <br /> � 12 12 <br /> W 14 14 <br /> 9 <br /> Q1 16 SILT medium snef brawn,damp no odor <br /> ML <br /> 18 18 <br /> o <br /> 20 24 g <br /> SILT medium stiff,brown,damp,no odor <br /> 22 22 <br /> o <br /> 24 24 <br /> tz0 10 <br /> 26 26 SILT medium stiff brown damp,no odor <br /> TD-26 <br /> Inch Radius 0 2 4 B <br /> Logged by C Robertson DnIUng Company Vironex Well Head Completion <br /> Profed Mgr W Shipp Dniflng Method Geoprobe GH-40 Type of Sampler <br /> Date Dnlled 9120195 Dnller D Dukad TD(Total Depth) 26 feet <br /> Explanation Contacts Geoprobe 3 <br /> Water level in completed well Solid where certain <br /> Q First wader found during drilling totted where approximate Shell Service Station WIC#204-75244107 Page <br /> 7700 Moreland Court 1 of 1 <br /> ® Location of recovered drift sample - Dashed where uncertain Stoddon,CA <br /> iLocation of sample sealed for f!!!l Kachured where gradational ti Well Number <br /> • chemical analysis ran Q J Paradts <br /> eat K Estimated permeabilityoas.. October23 1995 Geo-3 , <br /> wave sample (hydraulic conductmV) MW <br /> ® ' 1 K.primary 2K-secondary RwtMd e <br /> Job Number ' <br /> ® Continuous Core a Recovery <br /> NR 93-47-0085 <br /> W <br />