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Wright Environmental Services, Inc., Tracy, GAExpioratory Boring Log <br /> Project No. 3113 SoringlWeil No. B-2 Well Installed: No <br /> Client, A. G. Spanos Date Drilled: Oct..23, 1998 Total Depth: 21.5' <br /> Location: Jet Center, Stockton, CA Logger: CMP Cement Grout Seal_ 21.5' to Surface <br /> Drilling Method: 8' OD Hollowstem <br /> Permit: CSJ PHS-EHO 017297 PP-Pocket Penetrometer kglcm2 <br /> Water Levels: 1st Enc: None Static: -- Tor-Tor Vane kg/crn2 <br /> Sample Blow a Depth Borehole <br /> No, PID Count E (ft) Llthology Log Completion <br /> Asphalt Pavement <br /> CL - Silty CLAY, grayish brown 10YR 412. low-moderate <br /> plasticity, stiff, damp. <br /> ti 5 <br /> 0 26 Same as above, stiff, damp: PP-4.0, Tor-4.0; <br /> 10 <br /> 5-2-2 0 52 �. ' ML - Clayey SILT, dark brown 7.SYFi412, weakly plastic, <br /> caliche, v.1. sand 20%, massive, hard,!!,damp; PP-3.5, Tor 6.5. <br /> k <br /> i 5 <br /> Same as above crudely bedded, stiff, damp; PP-4.0, Tor-5.0. <br /> 3z-s 0 25 <br /> ML - Clayey SIL7with SAND, dark brown 7.5YR, weakly plastic, <br /> f. sand up to 35%, locally present as thin interbeds, crudely <br /> — 20 <br /> bedded, stiff, damp. J <br /> 8•I~4 0 24 Same as above, stiff, damp; PF-3.5, Tor 4.0. -�- <br /> i - <br /> 1 <br /> Eottorn of Boring = 21.5 feet <br /> D GF <br /> I L4 I ir,, <br /> i <br /> I Lvr.. <br /> 9�. t yqC <br /> t <br />