Laserfiche WebLink
f <br /> NW VIEW IS TO THE NORTHEAST SE <br /> B3-3 <br /> 83-2 (Projected NE onto section) B13— <br /> Silty sand <br /> EXPLANATION <br />' Sand/Silty Sand <br /> ND/ND/ND Trace of Boring <br /> 10 - 10 ND/ND/ND 10 " ND/ND/ND Dept' in feet bgs 111 <br /> ND/a 0012/0 00042 Silty sand N0/ND/NDy �l 20 720/3°/13 Soil Sample Analysis <br /> j Water Sample Analysis ND/ND/N, First # is TPH—G (mg/kg) <br /> First # is TPH—G Middle is Toluene (mg/kg) <br /> Clay � Middle # is Toluenea ((rnmgg/I) 3D Last # is Benzene (mg/kg) <br /> 2100/68/8 a Lest # is Benzene (mg/1) ND = Not Detected <br /> ND/ND/ND Clayey Silt ND/ND/ND ND = Not Detected <br /> ' j Cla /Clayey Silt Sand/Silty Sand <br /> I <br /> D/ND/ND 1 1 ' .� = Coarser grained sediments Sand and 5itty Sand <br /> N / i 190/1 0 / / �It <br /> 20 / 20 y_ 20 /" 720/3 0/1 3 <br /> Finer grained sediments Silt, Clayey Silt, and Clay <br /> Silt / Clayey Silt 1600/1g/21 <br /> Elevation of potentiometric str-face as measured <br /> in boring on August 7 1998 <br /> Silty sand 0 0 5 <br /> Scale <br /> ' - Horiz 1'=5 <br /> Vert 1' =5 <br /> ' 30 Sand/Silty Sand 30 Sand/Silty Sand 305-- <br /> 2 7/0 380/0 060 <br /> ' ND/ND/ND ND/ND/ND ND/ND/ND <br /> NOTE <br /> ' Sand 1) Lithologic contact lines ore app oximate and are based on interpreietion of <br /> Sand lithologic data and may not represent actual sub—surface conditions <br /> Project No Dote <br /> aD ,a ND/ND/ND 40 ND/ND/ND <br /> 98117 GEOLOGIC, CROSS SECTION 10/20/9a <br /> _J! <br /> ND/ND/ND J� <br /> Drown y Scale <br /> F G B SITE 3 As Shown <br /> h � Drawing No y Port of Stockton San Jocquln County, CA 817-B-01 <br /> okp <br /> pr e y BOYAJMN & ROSS, INC. Fg Rev <br /> 6arin�n�ant�1 Saualtista & Sn 4 1 <br /> I <br />