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pWON 91 4 Dotal o V$ Sample DAacr�rton G3 rn pt m f o a 1 CL SILTY CLAY Yellow brown (10YR 5/6), 1 21 4 20 5-Mt6 _ wet, sight to medun plasticity, soft 90% =--- 21-2 ---- 2t6-22 7 22 ---- CL CLAY Yellow brown (10YR 5/6), wet Sight 3 ML to median plastidty, aofL 95% 5 23 CL soft, no pleatkftyY SLT ,-4596 line w brown (grained5/send et, 29 17 ---- 1524 _-_= CLAY Yellow brown (10YR 5/6), wet, atrff, 4 median plasticity 9 Fine sand-aft stringer 100% 25 trades to ality clay, eight to medun 25-26,5 9 - plastldty 25.5-2e 7 9 26 SW SAND WRN GRAVEL Brown (7.5YR 514), % 22 to coarse 27 wet, staked sand�5-110%se t6finne'to'oe a ge ek 38 poorly sorted, well graded, (3' stringer of 42 28 soft day at --28 feet) 9 75% 29 is ML SANDY SLT Yebbw brown (WYR 5/6), 8 3U stiff, moist to wet, no plasticity 7596 331 SW 1GRAVEL esge 3"t6 1 (10YR 5), as above, increainfi gravel with depth t6 32 32-32A 5 ML SANDY SLT Yellow brown 00YR 5/6), wet, 95% 8 33 no plasticity, soft 12 18 34 9 W,- SANDY CLAYEY SLT Yellow brown 33 43-35 1Dp9b 9 35 (10YR 5/6), -'10% fine grained sand, wet, 34 $ meds stiff, no Plasticity 17 8 36 % 12 37 CL SILTY CLAY Yellow brown (10YR 516), wet, 20 medium stiff, alight to medium Plasticity 26 38 CLAYEY SLT Yellow brown (10YR 5/6), 4 wet, stiff, sight plasticity 24 70% 23 39 CL CLAY WPTH GRAVEL Yellow brown 00YR 2740 ML 518), moist to wet, stiff, -5% fine gravel 46 8 CLAYEY SLT Yellow brown (10YR 516), 405-41 90% 11 41 moist to wet, med'sm stiff, slight pbastiaty 41^415 15 13 42- 7 90 8 43 - - - 12 CL SILTY CLAY Yellow brown (10YR 5/6), 44 sfi by moist, stiff, eight Plasticity 70% 1 = 10 PROJ 7t- 05100254 DATE 09/19/96 TW-2B DRAWN BY JAH SCALE NA _ _ PIEZOMETER DESIGNED BY - PAGE 1h 2 of 3 SOUTHERN PACM TRANSPORTATION COMPANY TRACY YARD APPROVED BY KRYS HARDMAN I TRACY, CALIFORNIA D5o00s86