Laserfiche WebLink
' Advance LOG <br /> Advanced BORING <br /> GeoEnvironmental Inc. <br />' BOREHOLE NO 1V��`�-2 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209) 467-1006 FAX (209) 467-1118 TOTAL DEPTH 55 Feet <br />' Project 1'7SLO Warehouse Drilling Co West Ha/mat <br /> Site Location 1648 Shaw Road Rig/Auger Type CME-75 / 10" H S <br />' Stockton, California Logged By B Millman <br /> Reviewed By N Henderson <br />' Project No AGL-NC-97-0343 Date(s) Drilled 02/23/00 <br /> Notes s Water level during drilling Page 1 of 2 <br />' !c Water level In completed well <br /> Depth Sample Blows PID Sod USCS Class and Well Well <br />' ID (per 6") (ppm) Symbol Sod Description Completion Description <br /> 0 <br /> traffic rated well box at <br />' surface grade <br /> Cap at 0 5'bsg <br />' -5 No soil sample collected <br /> Cement grout sea]from <br /> 05'to75'bsg <br /> Bentonite sea]from 7 5' <br /> -10 No soil sample collected to 10' bsg <br />' - 5 MW2-15 8/10115 23 CL Black,moist,CLAY,very stiff,no petroleum <br /> hydrocarbon(HC)odor <br /> ML /SM Light brown,moist,sandy SILF/silty <br /> SAND,line sand,no EIC odor <br />' - <br /> 20— MW2-20 14/14/20 26 SP Tan dry,POORLY GRADED SAND,fine sand,dense,no HC odor #3 sand from l 0'to 26' <br /> bsg <br />' Screen interval from 11' <br /> -25— MW2-25 35/50@5" 1,200 ML BrowD-gray,moist,clayey SILT,hard,HC odor — to 26'bsg <br />' 71 1 <br /> X X Cap at 26'bsg <br />' Cement grout seal from <br /> - <br /> 30— MW2-30 15/15/15 475 ML /SM Brown-orange,moist,sandy SILT/silty 26'to 31'bsg <br /> SAND fine sand,very stiff,HC odor <br /> Bentonite seal from 31' <br /> to 33'bsg <br /> -35 MW2-35 13/15/20 363 — SM /ML Brown,moist,silty SAND/sandy SILT <br /> fine sand,dense,hard,calcium carbonate present,HC <br /> odor <br />