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s <br /> CLAYTON ENVIRONMENTAL <br /> CONSULTANTS, INC. PROJECT NO. 28091.00 DATE MARCH 23_1990 BORING No Itif,Y-3 <br /> CLIENT W99D it LY HA i'tf <br /> LOG OF LOCATION MXCY, CA Sheet 2 <br /> EXPLORATORY BORING LOGGED BY—L. COMPTON DRILLEHL of <br /> Field Location of Baring: SOUTHWEST CORNER OF PARCEL B, LOTS 29 6 30 Drilling method SEE PAGE i <br /> Role r a. <br /> Casing installation Dail <br /> SEE PA <br /> round tlev.. a urn: <br /> D S SDH Litho. Water Level <br /> E A Group Graphic <br /> Blore PID P M Symbol Symbol time <br /> Counts —U7r— T P (Usti) <br /> H L Date <br /> E <br /> DESCRIPTION <br /> CLAYEY SAND - tight brawn, wet, loose, low plasticity, medimn <br /> grained sand <br /> 12/12/19 12.5 ppm sample not retrieved <br /> 17 ML <br /> ' 18' <br /> SANDY GRAVELLY CLAY - light brawn, wat, moderately stiff, low <br /> 19 <br /> plasticity, gravel is fine (t 1/8 Inch) <br /> 201- <br /> 21 <br /> 22' CL <br /> N+ <br /> 23, <br /> 25 r _ <br /> TERMINATE BORING AT 23 FEET, GROUNDWATER ENCOUNTERED AT 11 FEET <br /> 26' <br /> 27 <br /> 28 <br />