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PROJECT NAME/LOCATION: <br />SHELL STATION <br />4215 WATERLOO ROAD <br />STOCKTON, CA <br />PROJECT <br />NUMBER: 89-047 <br />BORING <br />NUMBER: SB-14 SHEET 1 OF 1 <br />CONTRACTOR: <br />B + F DRILLING CO. <br />DRILLING <br />METHOD: HSA 6" <br />DRILLER: <br />BOB GANSBERG <br />DRILLING <br />RIG: MOBIL 861 <br />- , -'- LAND OWNER: START DATE: COMPLETED: -..-- <br />SHELL OIL TIME: TIME: <br />STSNBC SI SR <br />AYAULO AN AE GENERAL <br />MPMMOU MT MCDEPTH DESCRIPTION OF MATERIALS PID OBSERVATION <br />PEPBWN PV PO (ft.) AND CONDITIONS (Mom) NOTES <br />L LE TLA LV <br />E ER SELE Surface: 4" ASPHALT, 4" AB <br />2.5 0 — — <br />0.D — — <br />SS — -- <br />- -- <br />" SB 3 3.5' 18" 5 --SILTY CLAY: Dark brown, 81 Moderate <br />14/ 10 to --soft, moist — product <br />A 15 5.0' — -- odor <br />— -- <br />- -- No odor <br />" SB 3 8.5' " 10 --SILTY CLAY: Light brown, — 10 No odor <br />14/ 7 to --soft, dry (CL) — <br />B 8 10.0' -- -- <br />-- -- <br />-- -- <br />" SB 3 13.5' " 15 --SILTY CLAY: Light brown, — 0 No odor <br />14/ 5 to --soft, dry (CL) — <br />C 16 15.0' --TOTAL DEPTH = 20 FEET -- <br />- — <br />— — <br />20 — — <br />— — <br />— -- <br />- — <br />— <br />25 — -- <br />- — <br />— — <br />— — <br />— — <br />30 — — <br />— — <br />— — <br />Field Notes: <br />SS = Split Spoon Sample Aegis <br />All borings backfilled to surface with Environmental <br />cemented sand slurry. Consultants <br />Logged By: MIKE NARMI