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n <br />PROJECT <br />NUMBER 939-02.06 <br />BORING NO. <br />G-2 <br />PROJECT <br />NAME S.J. County Landfill Development Site <br />PAGE <br />4 OF 8 <br />BY BAB <br />DATE 7/01-02/87 <br />SURFACE ELEV. <br />104.90 <br />0 <br />L <br />1-1 i vr-ueve vae.e user vnne+e v`^e, �IIb61 VGYY6Y <br />CL (-1:1) (continued); <br />Silt: strong brown (7.5YR, 4/6); 25% <br />very fine- to fine-grained sand; <br />minor interbeds light yellowish brown <br />(10YR, 6/4), medium -grained clayey <br />sand; much harder than clay and <br />clayey sand above. <br />Clay: light brown (7.5YR, 6/4) to <br />pinkish gray (7.5YR, 6/2); 10-20% <br />medium- to predominantly coarse- <br />grained quartzose sand; soft; moist. <br />@-70°: sand increases in silt and <br />clay to 30-40%; very fine to fine <br />grained. <br />SM SILTY SAND, strong brown (7.5YR, 4/6); <br />30-35% fines; very fine to fine <br />grained trace medium; slightly <br />micaceous; very damn. <br />POCKET <br />PENETRA- <br />.: <br />LITHO - <br />TORVANE <br />PENETRO- <br />TION 2 x <br />= <br />V! <br />J GRAPHIC <br />DESCRIPTION <br />METER <br />? <br />(slows/ o 3 <br />a <br />` COLUMN <br />(TSF) <br />(TSF) <br />J <br />Ft.) V <br />w <br />h <br />C <br />0 <br />L <br />1-1 i vr-ueve vae.e user vnne+e v`^e, �IIb61 VGYY6Y <br />CL (-1:1) (continued); <br />Silt: strong brown (7.5YR, 4/6); 25% <br />very fine- to fine-grained sand; <br />minor interbeds light yellowish brown <br />(10YR, 6/4), medium -grained clayey <br />sand; much harder than clay and <br />clayey sand above. <br />Clay: light brown (7.5YR, 6/4) to <br />pinkish gray (7.5YR, 6/2); 10-20% <br />medium- to predominantly coarse- <br />grained quartzose sand; soft; moist. <br />@-70°: sand increases in silt and <br />clay to 30-40%; very fine to fine <br />grained. <br />SM SILTY SAND, strong brown (7.5YR, 4/6); <br />30-35% fines; very fine to fine <br />grained trace medium; slightly <br />micaceous; very damn. <br />