Laserfiche WebLink
I-OG OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-02.06 BORING NO. G-3 <br /> PROJECT NAME San Joaquin County Landfill Development Site PAGE 4 OF 11 <br /> BY BAB DATE 6/15-6/19/87 SURFACE ELEV. 110.30 <br /> POCKET PENETRA- N LITHO- <br /> TORVANE PENETRO- TION z a _jJ GRAPHIC DESCRIPTION <br /> METER =) W = a <br /> Blows W < W a COLUMN <br /> (TSF) (TSF) ( Ft,) / V 3 W N <br /> 60 CL SANDY CLAY (continued) . <br /> 65 <br /> 70-E@70' : brown (7.5YR, 5/4) ; 20% <br /> coarse-grained sand; minor very <br /> coarse sand. <br /> 75 @75' : very fine- to fine-grained <br /> sand; trace interbeds strong brown <br /> (7.5YR, 5/6) sandy silt; increasing <br /> hardness. <br /> F 2- @801 : trace fine gravel . <br /> 80 <br /> REMARKS <br /> PI ATC n -1-7 <br />