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R <br /> o o a y <br /> $ Z-2 a ic; CL Equipment 10" Ko11ow Stem Au er <br /> 0. ° a 2 a in Elevation 26.89 <br /> Laboratory Tests m F c Date 1 T 24 86 <br /> 0 <br /> BROWN SILTY CLAY (CL) <br /> PH = 8.0 <br /> stiff, moist <br /> Conductivity <br /> 3300 p mhos/cm 12 N.D. <br /> Sulfate = 26000 ppm ND <br /> Sulfate 5 <br /> g Chloride = 5 ppm = 11/24/86 at 1030 hours <br /> j becomes saturated below 5 Feet <br /> BROWN SILTY SAND (SM) <br /> Resistivity = 12 N.D. <br /> medium dense, saturated <br /> 921 ohm-cmN.D. 10 <br /> r L-"KT BROWN SILTY CLAY (CL) <br /> 1 very- tiff, moist <br /> - ' <br /> t 17 <br /> f <br /> �. 15 <br /> t;-ace of calcite <br /> 7 <br /> at 18.5 Feet <br /> 20 <br /> ;Y <br /> Bottom of Boring 20.0 Feet . <br /> 25 <br /> is t <br /> : s 30 <br /> 4 <br /> 35 <br /> t <br /> A6 40 <br /> 40 <br /> ' Mardlwg 6arvron AraaoEetrs <br /> ERprneers,GeoloqIsts LOG `OF BORING 3 PLATE <br /> ' <br /> , f aGeopnysictsts Sauthiand Coroaration <br /> Tracy C <br /> atifornia <br /> DRr wN... <br /> AC - - J0B NUMBER - APPROVED f <br /> 18040!001 .03 5� oArE RewseD DATE <br /> 12 86 <br /> - - r <br /> h <br />