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,ROJECT H&H Engineering Property Boring No B-6 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> `SATE DRILLED TYPE OF BORING <br /> August 13, 1998 3-114" 1 D Hollow Stem Auger <br /> u LLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br /> AMPLING METHOD DEPTH TO WATER FIRST ___. jCOMPL 124 HRS <br /> 2" split s000n with brass sleeves 1 34 6 <br /> na o <br /> W G o <br /> Eevation <br /> Depth (Ftl a a N E 3 a <n y SOIL DESCRIPTION <br /> 0 m c� U <br /> 0 ML 2" Asphaltic conr-rete <br /> Fine sandy SILT (ML) with medium gravel, yellow-brown, dry, drills easy <br /> (fill) <br /> CH Silty CLAY (CH) with sand, highly plastic, dark brown, slightly moist, <br /> 5 NO drills firm <br /> ML Fine sandy SILT (ML) with clay, light yellow-brown, slightly moist, <br /> drills firm <br /> 30 NO 0 7 <br />' XX 12 <br /> 19 <br />'I 15 Yeliow-brown, increase plasticity <br /> 1 <br /> I <br /> I <br /> 20 Na I 1 <br /> XX 166 ML Fine sandy SILT (ML) with trace clay, non-plastic, dry, drills firm 1 <br /> 31 <br /> 1 <br /> 25 <br /> I <br /> ML Clayey SILT (ML), light grey-brown, low plastic, white mottle,;, moist, <br /> 30 NO10 drills firm <br /> XX <br /> 20 <br /> 25 <br /> I <br /> I <br /> C <br /> 35 <br /> I <br /> •R=Refusaf greater than 100 blow stfoot KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br /> i <br />