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I iOJECT H&H Engineering Property <br />' B 3 212 Industrial Drive, Stockton, California Boring No <br /> Project No 034-98081 <br /> 1 ?TE DRILLED TYPE OF BORING <br /> U <br /> August 11, 1998 3-114" 1 D Hollow Stem Auger <br /> 6 LING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br />' :MPLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" split spoon with brass sleeves 33 6 36 3 33 6 <br /> a y C o <br />' alLvation `o c j a <br /> Depth (Ft) o n. HE 3 Q V) Fn SOIL DESCRIPTION <br /> ao NO 6 7 7 yellow-olive-broOn, saturated, drills firm, non-plastic <br /> XX 13 <br /> rl 22 <br /> CL Very stiff silty CLAY (CL), moderately plastic, dark olive-grey, moist, <br />' drills firm <br /> 45 SLT 3 310 <br /> XX <br /> 22 <br /> 30 <br /> rI SM Fine silty SAND (SM), dark olive-grey, saturated, drills firm <br /> 1 <br /> r 50 NO 3 3 5 <br /> XX a <br /> 23 l <br /> SC Fine sandy CLAY (SC) with silt, dark olive-brown, low plasticity, moist, <br /> r <br /> 55 NO 3 3 a drills firm XX 14 PEA <br /> x <br /> ML Fine sandy SILT (ML) with clay, dark olive-grey, non-plastic, moist, <br /> rdrills firm <br /> so XX 36 <br /> 50 BOTTOM OF BORING <br /> EI <br /> r , <br /> 65 <br /> r � <br /> rI <br /> 70 <br /> 1, <br /> r � <br /> 75 <br /> rl <br /> f <br /> r r <br /> *R=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Skeet 2 of 2 <br />