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y <br /> City of Escalon-Former Arco <br /> 1350 Escalon Ave. Boring Dia. 6" <br /> Escalon,CA LOG OF BORING MW-101 Tot.Depth :95 <br /> i <br /> Project No.:750.2 (Page 2 of 3) Casing Depth :89' <br /> Casing Dia. :2" <br /> LDate :10118/00 Screen Interval :86.5-89' <br /> CO J��y Drilling Method :Mud Rotary Slot Size :0.01" <br /> /,'eO <br /> J Wg Driller :V&W Drilling Filter Pack :85,5_89' <br /> 7eMmics Logged By :M.Niemi Annular Seal :82.5-85.5' <br /> i Grout :0-82.5' <br /> --` Water Depth +1 60' <br /> c Well:MW-101 <br /> U <br /> Depth <br /> Elev.: <br /> in Lab Time U DESCRIPTION ovM <br /> Feet Sample o < 0 (ppm) <br /> m � � <br /> 35 <br /> SAND-gray,fine to medium grained,quartz,loose. 5P <br /> 40 <br /> SAND-grayish brown,medium to coarse grained,loose, SP <br /> quartz,thin sandy clay horizons. <br /> t 45 <br /> 1 CLAYEY SILT-greenish brown,firm,root tubes,rust ML <br /> staining. <br /> 5D <br /> s SAND-brown,fine grained,quartz,loose. SP <br /> 55- <br /> SAND-brown,medium grained,quartz,loose. SP <br /> a <br /> 60- <br /> 3: SAND-blown,medium grained,quartz,loose,wet. 5P <br /> N <br /> I N <br /> • O <br /> L <br /> d <br /> 65 <br /> o SAND-brown,coarse grained,quartz,loose.Ti SP <br /> S <br /> N <br /> 70 <br />