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WELL CONSTRUCTION DETAIL GR APHIC DESCRIPTION <br /> AO aL6w <br /> Ippmy commit <br /> 24 24 grown SILTwith fine sand(medium stiff mast,no <br /> ML odor) <br /> 2 20 ..� <br /> 26 26 so Brown silty SAND(medium donee damp no odor) <br /> Growl ~ �� <br /> 28 28 = SM <br /> i3iartic <br /> PVC Casing <br /> 30 3026 <br /> U 5015 Brown SILT(stiff damp no odor) r� <br /> 32 32 ML <br /> � 34 34 — <br /> z 20 la <br /> _ <br /> O 2 so '� `, roes=fine SA=oose damodo : <br /> C7 <br /> 36 36 Brown SILT(stiff,damp,no odor) <br /> CD 38 38 ML <br /> 40 40 _ <br /> zo _ <br /> 25 ►";::;\ Brom fine SAND Qoose,damp,no odor) <br /> 42 42 <br /> '�•rt�,s,�: Brown fine SAND Qoose damp no odor) <br /> 46 46 20 �- —` <br /> 2 30 Brown SILT(medium stiff damp,no odor) <br /> ML <br /> 48 as <br /> ) illll � llilal <br /> Inch Radius 0 2 a e <br /> 6JCplaflc'itlotl Contacts <br /> Z Water level in Completed wall _ Sold where certain Monitoring Well 4 <br /> Q First water found during dniling ... Dotted where approximate Shell Service Station WIC#204-4416-0202 page <br /> Location West Kettleman Lane 2 of 4n of recovered doll sample — — Dashed where unteatain Lodi,CA <br /> . Location of sample sealed for Freehand where gradational pry,a, Well Number <br /> chemical analysis a 0 Wada <br /> ,4 K Estimated permeability oa. MW 4 <br /> ® Sieve sample (hydraulic conduct") August 10 1996 <br /> 1 K.primary 2K.secondary A +d By <br /> ® Continuous Core i Job Number <br /> NR No Recoveryr D&W 93-47-9013 <br />