Laserfiche WebLink
WEISS ASSOCATES <br /> y....., Bodng 3 LITHOLOGY DESCRIPTION <br /> 0 0 ,_�a_a-,= Grovolly CLAY(CL),dark red-brown,6ff, <br /> dry to damp,2030° subroundod pebbles to <br /> it <br /> 1• low estimated permeat_ity-------- <br /> -- --- <br /> Silty CLAY(CL),dark red brown,very stili, <br /> -- - dry to damp.10.40%sift.low estimatod <br /> ity <br /> 5 5 _ permea�IAND(SCr,yepow•brown,medium-- <br /> Ctayey 20.40%total <br /> dansa.damp,10.20%day, <br /> fines,very fine to medium grain sand, <br /> w rout - moderate estimated permeability ----- <br /> ---------- <br /> _ Clayey SILT(ML).gra;-brown,modwm stiff, <br /> 10 10- dry to damp,30-50%daY,low estimated <br /> ua --- permeability <br /> c _ — '10.2096 very fine grain sand at 7.0% <br /> aL ---------------- <br /> +- <br /> tr — — -CLAY <br /> N _ —L (CL),graY.rt�edwm ,low <br /> _ estimated permeability <br /> 15 15 -- Becomes gray-brown.5-1 o%very fine to <br /> D BApr 67 51 _ _ fine grain sand at 12.5 ft- <br /> 0 <br /> — <br /> U <br /> 20 20 — <br /> O <br /> LU <br /> r <br /> T <br /> r <br /> 0. <br /> uJ <br /> a <br /> E&P t ANATIQf3 <br /> Water level(date) Location 0f splittube drivestsrnple <br /> _4 ® <br /> Contact(dashed where approximate) Lecation of split tube drivesample in brass tube <br /> EI IIl11 E11111 Gradational Contact pi—fl-,ample <br /> Safeway Stockton 44-245 <br /> Boring Log- - <br />