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i <br /> NW VIEW IS TO THE NORTHEAST <br /> SE <br /> MW3-3 <br /> MW3-2 (Projected NE onto section) MW3-1 <br />' 0 6410 30/0 12 84212511011 0 0 61/0 3010 02 <br /> 1 <br />' Silty sand <br /> t <br /> EXPLANATION <br /> Sand/Silty Sand <br /> 10 NO/ND/Np 10 10 Trace of Boring I <br /> - = ND/ND/ND ND/ND/ND Depth m feet bgs <br />' HR/00012/000042 Silty Sand NO/ND/ND $Greened Interval 720/30/1 3 Sal Sam_ pie Analysis <br /> Water Sample Analysis ND/ND/ND First # is TPH-G (mg/kg) <br /> Clay First J is TPH-G (mg/1) Middle # is Toluene (mg/kg) <br /> Middle # is Toluene (mg/1) Last # is Benzene (mg/kg) <br /> 2100/88/a+ Last # is Benzene (mg/l) I ND = Not Detected <br /> ND/ND/ND Clayey Silt ND/ND/ND ND = Not Detected <br />' Clay/Clayey Silt Sand/Silty Sand <br /> / ElCoarser grained sediments Sand and Silty Sand <br /> ND/ND/NO/ / 190/10/11 1 720/30/13 <br /> 20 20 20 <br /> / Finer grained sediments Silt, Clayey Silt, and Clay <br /> Silt% Clayey Silt 1 6W/1 9/2 1 <br /> V Elevation of potentiometnc surface as measured <br /> - in boring on July 9, 1999 <br /> 116 6/1 11/0 34 Silty sand 5 5016 2/0 005 0 5 ] <br />' 5 48/0 1910 01 <br /> Scale <br /> Horiz 1"=5 <br /> ' Vert 1"=5 <br /> 2 S/ND/ND <br /> 30303 00/0 091ND 305612p1p33 l <br /> Sand/Silty Sand Sand/Slaty Sand 5 <br /> ' z 7/0 380/0060 + <br /> I <br /> l <br /> i <br /> ' ND/ND/ND ND/ND/ND ND/ND/ND I <br /> NOTE. ; <br /> ' <br /> 1) Llthologic contact Imes are approximate and are based on interpretation of Sand <br /> Sand lithologic data and may not represent actual sub-surface conditions <br /> Project o Date <br /> ND/ND/ND ND/ND/ND ND/ND/ND 98317 GEOLOGIC CROSS SECTION 10/20/98 <br /> 40f Drawn y Scale <br /> F G B SITE 3 As Shown <br /> Checkedy11 Drawing No <br /> Port of Stockton, San Joaquin County, CA se o1 <br /> � e y PHILIP P. Ross,R.G. Fig Rev <br /> CONSULTING HYDROGEOI.OGIW 5 1 <br /> I' <br />