Laserfiche WebLink
dva�ced BORING LOG <br /> 1 <br /> a��aGeoEnvi <br /> ronmental, Inc.4005 North Wilson Way, Stockton, CA 95205 BOREHOLE NO.: MW-6 <br /> (209) 467-1006 FAX., (209)467-1918 TOTAL DEPTH: 30' <br /> tProject: Strong Property Drilling Co.: Mitchell Drilling Environmental <br /> Site Location: 5157 West Business Loop 205 Rig/Auger Type: CME 75HT- 8" Hollow Stem Auger <br /> ' Tracy, California I ed B <br /> 99 y: Brian W. Millman <br /> Reviewed By: Nuel Henderson <br /> LNotes: <br /> : AGE-NC-9&0440 <br /> Date(s) Drilled: 19 May 2000 <br /> und Water Encountered at 12 feet bsg sz Water level during drillingPage 9 of 9 <br /> Water level in completed well <br /> ple Blows PID Soil USCS Class and Well Wefl <br /> /ft. (ppm) Symbol Soil Description Completion Description <br /> 0 <br /> Cement grout seal from <br />' -5 MW6-5 6/8/10 p <br /> CL:Brown,dry to damp,SILTY CLAY;fine sand .5'to 6'bsg. <br /> presnt,no hydrocarbon(HC)odor,stiff to very stiff. <br /> Bentonite sea]from 6' <br /> l <br /> ie <br /> to 8' bsg. <br /> 1Q MW6-10 9/12/16 0 <br />' _ — SM:Gray,damp,SILTY SAND;fine sand,30%silt, <br /> maderate FIC odor,medium dense. <br /> Q <br /> -7.5 MW6-15 6/9/14 50 <br /> CL:Gray,very moist,CLAY;moderate HC odor,very #2/12 sand from 8'to <br />' stiff. 30'bsg. <br />' -2 0 MWb-20 8/10/11 0 :;_:. <br /> SM:Brown,saturated,SILTY SAND;fine sand,30% Screened interval from <br /> silt,no HC odor,medium dense. 10'to 30'bsg. <br /> -25 MW6-25 8/11/14 0 E <br /> CL:Light brown,very moist,CLAY;no HC odor,very <br /> stiff. <br /> -30— _ Cap at 30'. <br /> MW6-30 7/11/14 0 CL:Light brown,very moist,CLAY;no HC odor,very <br /> stiff. <br /> I <br />