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I <br /> SLOW 7A4[l[ W[LL <br /> OVA <br /> No, I—. <br /> D O[lCRfPT101, SON 3T. - <br /> {r 18yy <br /> Y V' ,. <br /> ASPHALT - GRAVEL e <br /> o� <br /> 2 MI, SANDY SILT: brown-light brown, moist, <br /> p� fine grain,trace medium grain, stiff. :a• <br /> NOSC. p B <br /> 4- <br /> 6- SAND: light brown, dry,medium grain <br /> L trace coarse grain,medium dense, NOSC. <br /> f .S <br /> 10 0 8 S-E101 SP SAND: grey-brown grey, moist, fine to - <br /> ppmv 12 medium grain quartz sand, trace mica, <br /> �., poorly-graded, medium dense, NOSC <br /> 12- <br /> V <br /> 2 V <br /> m <br /> 14- <br /> r <br /> 4 GI <br /> 29fi 11 <br /> S-E102 ML CLAYEY SILT: light brown, moist, trace = <br /> i� <br /> 16. ppmv 16 fine sand, very stiff, low plasticity <br /> p, product odor. _ <br /> 18 _ <br /> 34 <br /> 876 28 S-E103 JSPSAD: light brown w/ rust staining - <br /> !.a 20 ppmv 22 e mottled silt, very dense, strong = <br /> !'"' duct odor. <br /> a 22 <br /> r- <br /> 16 DY SILT: brown,moist, fine to medium24 18 S-E104 SII, grined sand, trace coarse grain hard, _ <br /> 24 strong product odor. <br /> t''' Total depth.of boring 25.0E <br /> No free water encountered. <br /> ! ° Logged by Eric Findlay 8-27-86 <br /> �k7 <br /> � Y <br /> �-� GUILD WINERIESPLATE <br /> J.H. KLEINFELDER & ASSOCIATES <br /> b.. CIOTECRNICAL-CONSULTANTS•MATERIALS IESTINC LODI, CALIFORNIA <br /> AND ANO WAiIR RESOURCES - <br /> 'ROJECT NO. 24-2035=2 LOG OF BORING NO. EX--1. <br />