Laserfiche WebLink
Former Moresco Property Boring Dia. :10^ <br /> 16Sto GawStockton, <br /> Rd. LOG OF BORING MW-1 Tot.Depth :110' <br /> � Stockton, CA <br /> Project No.251.3 (Page 2 of 3) Casing Depth :110' <br /> Casing Dia. :4" <br /> Date :412199 Screen Interval :95-110' <br /> �e�re;,-r Drilling Method :HSA Slot Size :0.01" <br /> W !(;a Driller :V&W Drilling Filter Pack :93-110' <br /> Technics Logged By :M.Niemi Annular Seal :90-93' <br /> Grout 0-90' <br /> 1qnc' Water Depth :+!-95' <br /> i.. <br /> L' c Well: MW-1 <br /> U <br /> Depth Lab Time o DESCRIPTION a- w PP Elev.: <br /> Sample 3 § U m <br /> Lr 0 <br /> 40 <br /> 19 SAND-dark brown,medium grained,well sorted, loose, SP o <br /> 27 moist. <br /> V <br /> 45 <br /> rr.. X 08:16 37 CLAY-greyish brown,rust staining,firm, plastic,moist. CL 0 <br /> 45 <br /> fr <br /> 50 <br /> 08:23 15 CLAY-light brown, rust staining,firm,plastic, root tubes CL o <br /> 20 moist. <br /> tl.r <br /> 55 13 <br /> 08:31 24 SAND-brown,medium to very coarse grained, loose, 0 <br /> 30 very moist. <br /> CLAY-greyish brown,plastic,firm. <br /> Lo <br /> 60- <br /> X14 14 SAND-grey,very fine to fine grained,slight clay matrix, SP o <br /> 22 rust staining,very moist. <br /> i.. <br /> I'a5 <br /> 2 <br /> fl8,43 5 SANDY GRAVEL-brown,very coarse grained, loose, <br /> 116WSP 0 <br /> rust staining, moist. <br /> o <br /> LW <br /> 70 <br /> 8 55 SILT-light brown,firm,dry. <br /> LL <br /> ML o <br /> tl.. <br /> 0 <br /> a <br /> 75- <br /> X25 27 SAND-dark brown,fine to very coarse grained,crumbly, SW 0 <br /> 34 slight silt matrix, moist. Hard drilling to 79'. <br /> m <br /> N <br /> $ gp ..................................................................................................... <br /> LW <br />