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PID 8L0 W! SAMPLE YDGi REiCRiPT10N <br /> M NR. <br /> Asphalt 2.5'1 <br /> 2 SM SILTY SAND: dark brown, NOSC <br /> 4 <br /> SAND: brown, trace silt, fine sand, loose, <br /> B-12- moist, NOSC <br /> 6 0 ppmv 6 5-A <br /> g SP decrease silt <br /> 10- <br /> B-12- <br /> 0 ppmv 14 10-A brownish grey, fine sand, little <br /> 12 medium sand, medium dense <br /> _. 14 <br /> SILT: brownish grey with rust staining, <br /> n. 16 B-12- ML little clay, trace sand, hard, moist, <br /> 0 ppmv 60 15-A NOSC <br /> - decd;ase silt <br /> 20 SAND: brown, grey brown, medium sand, <br /> B-12- medium dense, moist, odor <br /> 6 ppmv 20 20-A <br /> 22 <br /> 2 SP <br /> B-12- <br /> 26- 6 ppmv 27 25-A grey, medium sand, trace fine and <br /> coarse sand, slight odor <br /> 28- <br /> 30 medium to coarse sand, danse, wet, <br /> B-12- <br /> slight odor <br /> 12 ppmv 38 30-A <br /> 32 <br /> Total depth of boring 31.5 feet. <br /> No free water encountered. <br /> Logged by Eric Findlay 2/10/86. <br /> - -_- -- -- GUILD WINERIES PLATE -- - - <br /> I H KLEIN ELDER & ASSOCIML5kq h A/� pA.1 A J <br /> a111i 11NICAI LONSUIIANT) MAUNIAU I!]11NG LODI, -CALIFORNIA <br /> ` 11h11 �h11»AIiK K1]l1UK{1] - <br /> BORING LOG No.12 <br /> PROJECT NO w--2006-1 <br /> �� MEN <br />