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i <br /> ;'-OROJECT: H&H Engineering Propc nitoring Well No. MW-3 <br /> 212 Industrial Drive, SfWkton, California � <br /> Project No. 034-98081 r <br /> 11 DATE DRILLED: TYPE OF BORING: i <br /> Sept. 24, 1998 4-114" I.D. Hollow Stem Auger <br /> TILLING EQUIPMENT. ELEVATION & DATUM: LOGGED BY: <br /> � r <br /> Mobile B61 HDX C. Pyatt <br /> SAMPLING METHOD: DEPTH TO WATER: FIRST: COMPL.: 24 HRS: <br /> 2" Modified California Split Spoon 33.4 <br /> LEL C <br /> -2 m -� <br /> Elevation o _ a o — WELL <br /> Depth r>r1 o a NSOIL DESCRIPTION CONSTRUCTION <br /> 0 3 inches aggregate base. I ' <br /> - ML 6 inches asphaltic concrete, �• I '.i <br /> l Fine sandy SILT (ML); dark brown, slightly moist, drills <br /> eas <br /> CH i <br /> Stiff silty CLAY (CH); dark brown, slightly moist, trace �= <br /> sand, high plasticity, drills firm. : • <br /> XXI i <br /> 7 Light yellow brown, low plasticity with sand. i <br /> 34 <br /> IY >� <br /> • 4 <br /> 10 XX 1 0 <br /> 16 <br /> CL Fine sandy CLAY (CL); yellow-brown, moist, non-plasticity, _ <br /> 26 drills easy. ; <br /> CH Silty soft-medium CLAY (CH); yellow-brown, moist, high <br /> 15 XX 6 plasticity, drills firm. .I <br /> 10 i <br /> 19 <br /> 1:: <br /> White mottles, drills hard. <br /> 20 XX 7 "..i <br /> 12 <br /> )k'+.� ►+.'r <br /> 141 <br /> Increase fine to medium sand, non-plastic. <br /> L <br /> 25 XX 6 <br /> 9 <br /> 12 i <br /> i <br /> 30 XX 7 <br /> 1 <br /> 14 <br /> E XX 5 a' i <br /> 1L Groundwater encountered. <br /> 35 ' <br /> *R Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC. Sheet 1 of 2 <br />