Laserfiche WebLink
MW-2 <br /> SAMPLING METHOD California Modified <br /> DRILLING METHOD Hallow Stem Auger <br /> DATE DRILLED 9/27193 <br /> SAMPLE DATA SOIL <br /> DATA <br /> WELL CONSTRUCTIONLu ELu <br /> Q� <br /> F" _J n y V _j _J X111 W J <br /> � Lu <br /> 0 � � to � F <br /> DESCRIPTION <br /> Asphalt 8" <br /> ML Road Base 4' <br /> 01 8 5 , SP <br /> BROWN POORLY GRADED SAND,fine to medium <br /> grained,damp,loose,no product odor <br /> 10 / ML YELLOW BROWN SILT,damp,nonplastic,very stiff, <br /> 01 21 10 0 no product odor <br />' Neat Cement/ <br /> <5'/o Bentonite <br /> 1 1 23 15 , Reddish-gray clayey silt with sand,low plasticity,damp, <br /> slight product odor <br /> 20 ML REDDISH GRAY SILT,damp,nonplastic,very stiff,no <br /> / 01 25 20 product odor <br /> / <br /> % 08 30 25 , <br /> 30 ML BLUE GRAY CLAYEY SILT,stiff,damp,low plasticity, <br /> 01 20 30 E stiff,no product odor <br /> Bentonite Seal <br /> (Pellets) <br /> 01 21 35 , <br /> �r 2"SCH 40 PVC <br /> 40 Screen(0 020" Miss <br /> Slots) 01 20 40 Clayey silt,medium plasticity <br /> #3 Monterey <br /> Sand 01 19 45 . First groundwater encountered <br /> 50 = PVC Bottom <br /> Plug 01 18 50 SM BLUE GRAY CLAYEY SILTY SAND,fine to medium <br /> grained,wet,loose,no product odor <br /> BORING TERMINATED AT A DEPTH OF 51 FEET BELOW <br /> GROUND SURFACE ON 9/27/93 <br /> 60 <br /> 1 <br /> LOG OF BORING <br /> 1587 FRENCH CAMP TURNPIKE <br /> Fieta(I'Dotosust s try STOCKTON, CALIFORNIA <br /> Reviewed by A P Lush RG4421 ROGER FOOTT ASSOCIATES, INC <br /> FIGURE A-3 <br />