Laserfiche WebLink
_City of Escalon-Former Arco <br /> 1350 Escalon Ave. Boring Dia. :8^ <br /> Escalon, CA LOG OF BORING MW-1 Tot.Depth :75' i <br /> Project No.: 750.2 (Page 2 of 2) Casing Depth :75' <br /> i <br /> Casing Dia. :2" k <br /> Date :7130/99 Screen Interval '55-75' <br /> Gev r _ _f Drilling Method :HSA Slot Size :0.02" <br /> Driller :V&W Drir#b <br /> rr� g Filter Pack :53-75' � <br /> `Iecfmics Logged By :R.Kablanow Annular Seal :51-53' <br /> 211C. <br /> Grout ` <br /> Water Depth :+!$60' <br /> I 4 � <br /> I <br /> Depth =2Well:MWA <br /> V <br /> in Lab Time Uo = SVM Elev.: i <br /> Feet Sample o DESCRIPTION co <br /> (ppm)CO <br /> i <br /> 40 <br /> 37 SAND-grayish brown,medium to coarse grained, loose, <br /> ;. 50 quartz,thin sandy clay horizons, SP o <br /> l <br /> i <br /> 45 <br /> 1 ; .X 65 CLAYEY SILT-greenish brown,firm,root tubes,rust ML <br /> 6� staining. o ' <br /> I <br /> 50 <br /> 08:25 15 SAND-brown,fine grained,quartz, loose. <br /> 20 SP 75 <br /> l <br /> X 08:38 113 SAND-brown, medium grained,quartz, loose. SP 217 <br /> 16 <br /> i <br /> i60- <br /> 5 <br /> 08;40 7 SAND-brown,medium grained,quartz, loose,wet. <br /> 9 SP 40 <br /> `r <br /> i <br /> fi5 7 <br /> 08:47 15 SAND-brown,coarse grained, quartz, loose. SP 10 <br /> 24 <br /> `o <br /> E <br /> "g 70 <br /> " X 09:00 14 SAND-brown,coarse grained,quartz, loose.0 SP 10 <br /> 2s <br /> a <br /> t <br /> m , <br /> � I <br /> c I <br /> a 75 <br /> 09:15 Heaving Sand, no sample recovery. 2'of heave inside SP <br /> r•- .YL I augers. <br /> I <br /> 80 <br />