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i <br /> 0 � Wel �a <br /> Saple Description <br /> 8 0U <br /> � U <br /> n ¢ a <br /> 7 <br /> m <br /> SC CLAYEY SAND WITH SLT Brown 4 2 <br /> (7 SYR 5/4), wet, fins to madam gained <br /> 21 sand, -50+% sit and day <br /> 22-17 <br /> 22-23 50% Es <br /> 23 CL CLAY Brown (7 SYR 514), wet, madam <br /> 24 plash Ay <br /> --- <br /> 25 - <br /> 26 <br /> 27 <br /> 50% — ML .- CLAY SLT Brown USYR <br /> 28 fine gained sand, skirt OasSticlty wet, -30% 3 <br /> 29 SAND WITH (aiFIAVEL. Dark brown/red Ray, <br /> SW msdum to coarse alned sand, -5-10`16 <br /> 20-30 30 <br /> SPI SAND- Dark brown/red gray, fine to <br /> SM madurn graned sand, Fades to coarse sand <br /> P431 <br /> 31-325 <br /> 32 <br /> 75% <br /> 33 <br /> 34 SRL SILT WITH SAN® Brown (7 5YR 514), wet, 38 <br /> -D% fine sand day, alum plastic" <br /> 35 <br /> Sandy strtlger -2' at 356 <br /> 136— CL SLTY CLAY Brown (7 5YR 514)r wet, <br /> aWt plastraty, with gravel up to T (<5%)r <br /> 37 moist to wet. <br /> 75% -- <br /> 38 ---_ <br /> 39 <br /> -- Grades to shitty moist <br /> 40 <br /> 41 <br /> -- = SM gLaiTMedSsand, -30 al, -6% coarse grave t5 <br /> 41-425 42 - - - <br /> T5% SLT Brown (7 5YR 514), -5% gravel, <br /> 43 I I sand, most, non plastic <br /> 44 <br /> PROJ 1M OSIM254 DATE 09/26/96 PZ-9 <br /> DRAWN BV JAH SCALE NIA PIEZOMETER <br /> — AL401M MbISOUTHERN PACFIC TRANSPORTATION COMPANY <br /> DESIGNED By - PAGE 1h 2 of 3 TRACY YARD <br /> TRACY, CALIFORNIA <br /> APPROVED ey KRYS HARDMIAN <br /> 05000775 <br />