Laserfiche WebLink
PID @Lowe 6A+NOcf urea G[ic,11Fl1ow <br /> /l. <br /> 0 Asphalt <br /> 2 SM SILTY SAND : brown <br /> 4 <br /> SAND: brown, trace silt, fine sand, <br /> B-9- medium dense, moist, NOSC <br /> 6 o ppmv 12 5-A <br /> gp decrease silt <br /> 8 <br /> 10- <br /> B-9- <br /> 0 ppmv 13 10-A grey, brownish grey, little medium <br /> sand <br /> 12 <br /> 14 <br /> brownish grey <br /> B-9- <br /> 16- <br /> 0 ppmv 20 15-A <br /> CLAYEY SILT: light grey brown, very stiff, <br /> ML slightly moist, NOSC <br /> 18 <br /> T. <br /> 20- <br /> B-9- SP/ SAND: brownish grey, with rust staining, <br /> 8.9 ppmv 44 20-A 5M fine to medium sand, trace coarse <br /> s 22sand, dense, moist, slight odor <br /> SILTY SAND lenses <br /> -� <br /> .24- <br /> B-9- SP SAND: grey brown, medium to coarse sand, <br /> _ 26 22 ppmv 41 25-A trace fine sand, dense, slightly <br /> moist, slight odor <br /> 28 <br /> 3 B-9- grey , fine sand, little medium to <br /> 22 ppmv 47 30-A coarse sand sli htl wet odor <br /> 32 <br /> Total depth of boring 31.5 feet. <br /> No free water encounters . <br /> Logged by Eric Findlay 2/6/86. <br /> PLATE <br /> GUILD WINERIES <br /> I N KLFINEELDER & ASSOCIAILS n A, Q <br /> .:1.111i11h1(AtfUNWLIANh MAIIKiA(111111N1. LODI, CALIFORNIA G3 - <br /> 111fi ANm)NAI I K KI%o UK(1) BORIt'IG LOG Noi9 - - - <br /> PROJECT NO. W-2006-1 <br />