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10 <br />15 <br />Time <br />Sample ID rd <br />11:32 <br />GP-1X <br />11:35 <br />GP-1A <br />11:45 <br />GP-16 <br />PROJECT: Phase II Former Wal-1 t # 1554 <br />LOCATION: 3702 East Hamner Lane, Stockton, Califronia <br />PROJECT NUMBER: 140T.08565.01 <br />WELL / PROBEHOLE dOREHOLE NO: <br />GPI PAGE 1 OF 2 SECOR <br />DRILLING: STARTED 2/5/07 COMPLETED: 2/5/07 <br />INSTALLATION: STARTED 2/5/07 COMPLETED: 2/5/07 <br />DRILLING COMPANY: Cascade Drilling <br />DRILLING EQUIPMENT: Geoprobe 6600 <br />DRILLING METHOD: Direct Push <br />SAMPLING EQUIPMENT: <br />NORTHING (ft): <br />LATITUDE: <br />GROUND ELEV (ft): <br />INITIAL DTW (ft): NE <br />STATIC DTIV (ft): NE <br />WELL CASING DIAMETER (in): --- <br />LOGGED BY: Larry Braybrooks <br />EASTING (ft): <br />LONGITUDE: <br />TOC ELEV (ft): <br />BOREHOLE DEPTH (ft): 25M <br />WELL DEPTH (ft): --- <br />BOREHOLE DIAMETER (in): 2 <br />CHECKED BY: K. Brown <br />Description <br />Asphalt <br />Aggregate base <br />0_a) <br />CLAY; CL; 5YR 2.5/2 dark reddish brown; high plasticity; very stiff; <br />damp <br />CLAY; CL; 5YR 2.5/2 dark reddish brown; high plasticity; very stiff; no <br />odor; no staining; damp <br />CLAY; CL; 5YR 3/2 dark reddish brown; high plasticity; very stiff; no <br />odor; no staining; damp <br />CLAY; CL; 5YR 5/3 - 5/6 reddish brown and yellowish red; high <br />plasticity; very stiff; moist; no odor; no staining GEO FORM 304 GP-1.GPJ SECOR INTL.GDT 3/19/07 5- <br />10- <br />15—