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City of Escalon-Former Arco <br /> 1350 EsCalon Ave. Boring Dia. :10" <br /> F-F Escalon,CA LOG OF BORING VEW-1 Tot.Depth :55' <br /> Project No.:750.2 (Page 1 of 2) Casing Depth :55' <br /> Date <br /> Casing Dia. :4" <br /> S <br /> :4129!99 Screen Interval :40-55' <br /> reofo �_ Drilling Method :HSA Slot Size :0.04" <br /> `� fLrLr Y / Driller :V&W Drilling Filter Pack(Pea Gravel)38-55' <br /> !I `Iecfmics Logged By :M.Niemi Annular Seal :36-38' <br /> I Inc. Grout :0-36' <br /> Water Depth ;NIA <br /> Depth o V <br /> Well:VEW-1 <br /> in Lab Time U QVM <br /> Elev.: <br /> Feet Sample o DESCRIPTION v <br /> (ppm) <br /> 0 <br /> 0 �1-- Cover <br /> I <br /> 5 3 <br /> SAND-brown,very fine to very coarse grained,loose, <br /> 12:34 3 moist. SW 0 <br /> 1 4 <br /> 10- <br /> 20 SILTY SAND-orangish brown,very fine to fine grained. <br /> 50 5M 0 <br /> 15 9 <br /> x SILT-grayish green,slightly cemented,root tubes, rust <br /> 12.43 9 staining,moist. ML 0 <br /> 20 <br /> r <br /> 20 12 <br /> I SILTY SAND-grayish brown,very fine to fine grained, <br /> 12.48 20 some coarse grained,moist. i SM 0 <br /> m <br /> N <br /> m <br /> t Q <br /> m 25 10 <br /> -9 x SAND-oiive green,fine to medium grained, loose,septic <br /> 0 12:54 10 odor. SP 38 <br /> 15 <br /> r <br /> r <br /> 30 <br />