Laserfiche WebLink
PID SLOW SAMPLE wCLL <br /> 16• wd u3C0 OE�Cwu Tldw G6MST <br /> Dry grass and topsoil <br /> GC �. <br /> 2 6arse gravels with black clay, o <br /> p ro <br /> 4 o <br /> • <br /> 9 : <br /> 15 <br /> 6 25 16911 ML SILT: medium yellow brown, damp, non a <br /> plastic, vesticles throughout to .5 c <br /> mm in diameter, minor cementation c <br /> 8 (forms fine sand size nodules) very ° <br /> stiff. a <br /> 10 11 o a <br /> • <br /> 21 <br /> 32 16912 SILT- as above with white precipitate c <br /> 12 veining throughout up to 5 mm thick, • <br /> trace to little black staining, hard. <br /> ° <br /> 4 a <br /> M <br /> 14 <br /> — <br /> LU <br /> � 3 ° e <br /> z 6 a <br /> = 16 11 16913 SILT: as described in previous two 0 0 <br /> cdescriptions, moist, stiff o <br /> 18 � <br /> SM SILTY SAND: Yellow brown, camp to •, <br /> Dist, predominantly fine sand, trace ° <br /> 20 5 medium, trace coarse sand, poorly • - <br /> 10 graded. -0 <br /> Z4 16914 MLSILT* gray brown with rust staining, <br /> 22 very stiff. a $ <br /> 0 0 <br /> 0 <br /> 24 ao <br /> o � <br /> 7 n o <br /> 13 <br /> 26 18 16915 CL CLAY: medium brown, moist, medium ° co <br /> o <br /> plasticity, little orange staining ° - °I <br /> throughout,very stiff. c <br /> N <br /> 28 - <br /> '7 <br /> ° oY <br /> 0 <br /> 30 7 a - <br /> 24 <br /> a <br /> 20 16916 SILTY CLAY: gray brown, moist, high • <br /> 32 lasticit , hard. o° o <br /> PLATE <br /> k4K L E I N F E L D E R LOG OF BORING NO. MW-8 <br /> COVE CONTRACTOR 1.12 <br /> ! PROJECT No 24-2029--7 STOCKTON, CALIFORNIA <br />