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Wrlght Environmental Servic6/Inc., Tracy, CA <br /> %..rpioratary Baring Lag <br /> ' Project No. 3113 BoringlWell No. 8-2 well Installed: No <br /> Client: A. G. Spanos Date Drilled: Oct 23, 1998 Total Depth: 21.5' <br /> Location: Jet Center, Stockton, GA Logger: CMP Cement Grout Seal: 21,5' to Surface <br /> Drilling Method; 8' 4D Ho;lowstem PP-Packet Penetrometer kg/cm2 <br /> permit: CSJ PHS-EHD 017297 Tor-Tor Vane kg/cm2 <br /> Water Levels: 1st Enc: None Static: -- <br /> Borehole <br /> Sample Blow 'a Depth Llthology Log Completion <br /> No. PID Count (ft} <br /> w w <br /> Asphalt Pavement <br /> '•w <br /> CL - Silty CLAY, grayish brown 10YR 412, low-moderate ,.Aw <br /> plasticity, stiff, damp. <br /> K. <br /> 5 <br /> 0 26 Same as above, stiff. damp: PP-4.0, Tor-4.0, <br /> 10 <br /> 9-2.2 p 52 ' ML - Clayey SILT, dark brown 7.5YR4/2, weakly plastic, `_••" <br /> caliche, v.f. sand 20%, massive, hard, damp; PP-3.5, Tor 6.5. <br /> i5 Same as above, crudely bedded, stiff, damp: PP-4.0, Tar-5.0. <br /> 0 25 <br /> ML - Clayey Sli-Twith SAND, dark brown TSYR, weakly plastic, <br /> f. sand up to 35%, locally present as thin interbeds, Crudely <br /> badded, stlit, damp. <br /> 8-2-4 0 2 4 Same as above, stiff, damp: PP-3.5, Tor 4.0. -= <br /> Bottom of Boring = 21.5 feet <br /> Q G , <br /> �' ER M G' <br /> Svo <br /> �4 CERiIE��Cj <br /> EING!NE1-1R!N.3 <br /> j` <br /> OF C4U� , <br /> Reviewed by RG/CEG <br />