Laserfiche WebLink
PORT OF STOCKTON ' <br /> BORING NO. B3--2 <br /> Stockton, California <br /> BORING LOCATION - DATE STARTED DATE FINISHED <br /> Site 3 -50-ft N , 850-ft W int Roads G & 13 1 8/7/98 8/7/98 <br /> DRILLING AGENCY NORTHINGFASTING ELEVATION , <br /> Fisch Environmental Exploration Servlces Grade <br /> DRILLING METHOD BORING TOTAL DEPTH FINAL STATUS <br /> GeoProbe 41 ft Grouted <br /> DRILLING EQUIPMENT DEPTH TO :FIRST i COMPL 124 HRS ' <br /> GH-40 WATER NA ; NA NA <br /> SAMPLING METHOD - - - _ - LOGGED BY '- <br /> Core Calvin P Erdman <br /> SAMPLER TYPE RESPONSIBLE PROFESSIONAL REG NO ' <br /> Large-bore Calvin P Erdman, R G 6732 <br /> y a "' c o o DESCRIPTION ° REMARKS <br /> LLi1 u mz o m CL C 1 <br /> V N m -� U for further detah <br /> Drive to 9-ft to collect first targeted core,no cuttings <br /> 4 ' <br /> - - `SILTY SAND with Clay`(SM) dk`grayish brown=(IOYR-4/2)-mostly v— _ ``PID-0 ppm,headspace�_ -­ , <br /> T T f gr sand some silt,little clay,mod Rlast,v moist @ 11-ft,no boring <br /> -- - 10 S-040 - - -- product°odor- -r, _- -- __ - _ _ - -- _ - __ =Water level measured @ — <br /> 95-ft bgs <br /> Soil sample S-040 from 100 ' <br /> to 10.5-ft bps <br /> 12 <br /> W-0t5 ---------------------------------------------- Collect water sample @ ' <br /> 13-ft bgs (W-015) — <br /> 14 PID-0 ppm,headspace <br /> boring ' <br /> PID-350 ppm,sod core <br /> CLAYICLAYEY SILT (CL/ML) dk gray (5YR 4/1),mostly clay,some sample (headspace baggle) <br /> silt,stiff,mod-high plast, v moist,mod-strong product odor @ Soil sample S-041 from 15,5 <br /> 1615-041 14-ft to 16 0-f t bgs ' <br /> 18 <br /> - <br /> CLAYEY SILT (ML) dk gray-(N4/), mostly silt,mod stiff,v moist, ' <br /> mod-strong product odor <br /> Project No f=igure No <br /> 98117 ' <br />