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ROJECT H&H Engineering Property Boring No B-3 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> ATE DRILLED TYPE OF BORING <br /> August 11, 1998 3-114" 1 D Hollow Stem Auger <br /> ILLI <br /> EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRST COMPI_ 24 FIRS <br /> 2" split spoon with brass sleeves 336 36 3 33 6 <br /> on C <br /> ma <br /> a 0 _j 9 <br /> Elevationo a n = y SOIL DESCRIPTION <br /> Depth (Ft) p a c 3 cn ro <br /> 0 <br /> 40 NO 67 7 yellow-olive-brown, saturated, drills firm, non-plastic <br /> XX 13 <br /> 22 <br /> CL Very stiff silty CLAY (CL), moderately plastic, dark olive-grey, moist, <br /> drills firm <br /> 45 SLT 3 3 10 <br /> XX 22 <br /> 30 <br /> SM Fine silty SAND (SM), dark olive-grey, saturated, drills firm <br /> 50 NO 3 3 5 <br /> XX 9 <br /> 23 <br /> SC Fine sandy CLAY (SC) with silt, dark olive-brown, low plasticity, moist, <br /> 55 NO 3 3 8 drills firm <br /> XX 14 <br /> 30 <br /> ML Fine sandy SILT (ML) with clay, dark olive-grey, non-plastic, moist, <br /> drills firm <br /> so 18 <br /> XX 36 <br /> 50 BOTTOM OF BORING <br /> 65 <br /> 70 <br /> 75 <br /> *R=Refusal, greater than 100 blows1foot KRAZAN & ASSOCIATES, INC Sheet 2 of 2 <br /> l <br />