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Advanced BORING LOG <br /> GeoEnvi ronmental Inc. <br /> �� 837 Shaw Road, Stockton, CA 95215 BOREHOLE NO P-�� <br /> �J� 4 _ TOTAL DEPTH <br /> (209) 67 1006 FAX (209) 467-1118 rJD FT. <br />' Project Pacific Pride-West Lane Drilling Co Mitchell Drilling <br /> Site Location 3230 North West Lane Rig/Auger Type CME-75/8-inch H S augers <br /> IStockton, CA Logged By T Cuellar <br /> Reviewed By C Lee <br /> IProject No AGE-NC-97-0230 Date(s) Drilled 09 October 2003 <br /> Notes Total depth of bonng equal to 50 feet bsg sz Water level during drilling page, 1 of 1 <br /> IBoring backfilled to grade with portland cement = Water level in completed well <br /> Sample Blows PID Sod USCS Class and <br /> Depth ID (per 6") (ppm) Symbol Soil Description <br /> I <br /> a <br /> 5 P10-5 8/13114 0 BACKFILL BACKFILL <br /> -10 <br /> PIO-10 5/6/9 0 BACKFILL BACKFILL <br /> PIG-15 7117123 0 — SM Gray&brown,moist,medium dense,very fine sand w/some fines, 80%sand&20% <br /> Ifines,no HC odor <br /> -20 PI 0-20 10/16/25 0 SP Brown-orange brown,damp,medium dense, fine SAND,unconsolidated,less than 5 <br /> %fines,no HC odor <br /> -25— P10-25 7/10/17 0 SP Pale brown,damp, medium dense,fine SAND,no fines,unconsolidated,no HC odor <br /> -3 0 <br /> P10-30 9/14/24 0 1 SM Brown/orange-brown,damp,medium dense,fine SAND w/some fines,80%sand& <br /> 20%fines,no HC odor <br /> -35 <br /> — — SM Brown/orange-brown,dam medium dense fine SAND w/some fines 80%sand& <br /> P10-35 I5/26/34 0 R , <br /> 20%fines,no HC odor <br /> -40 P10-40 14/20/29 0 — — i SM Brown/orange-brown,moist,medium dense,fine SAND w/some fines,80%sand& <br /> 20%fines,no HC odor <br /> I <br /> -45-- <br /> 45 SP Brown,dam <br /> P 10-45 14/27/33 0 p,fine SAND w/some fines, about 90%sand& 10%fines,partially <br /> cemented,no HC odor <br /> I _'50— <br /> 50 P10-50 16/25/30 0 — — SM Brown/orange-brown w/whitc ppt,moist,silty fine SAND,70%sand&30%fines, <br /> no HC odor <br /> -55 <br /> I <br />