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<br /> BORING LOG
<br /> GeoEn.vironmental, Inc. BOREHOLE NO P-1 1
<br /> 837 Shaw Road, Stockton, CA 95215
<br /> (209) 467-1006 FAX (209)467-1118 TOTAL DEPTH 50 FT.
<br /> IProject 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 /> Stockton, CA Logged By T Cuellar
<br /> Project No AGE-NC-97-0230 Reviewed By C Lee
<br /> Date(s) Drilled 10 October 2003
<br /> Notes Total depth of boring equal to 50 feet bsg sz Water level during drilling page 1 of 1
<br /> Boring backfilled to grade with portland cement it Water level in completed well
<br /> Sample Blows PID Sod USCS Class and
<br /> Depth ID (per 6") (ppm) Symbol
<br /> I Soil Description
<br /> 0
<br /> -5 P11-5 10/26/26 0 — 1 SM Dark gray/black,moist,dense,salty fine SAND w/some gravel,70%sand&30%
<br /> Ifines,no hydrocarbon(HC)odor,possible backfill
<br /> -10 P11-10 5/6/8 0 SP Pale brown,moist, loose,fine SAND, less than 5%fines,no HC odor,possible
<br /> backfill
<br /> -I5 P11-15 16/18/26 0 ML Brown,moist,hard, fine sandy SILT, 60%fines&40%sand,no FIC odor
<br /> -20
<br /> P11-20 17/30/33 0 SP Brown/orange—brown, moist dense fine SAND no fines no HC odor
<br /> -25-
<br /> - P11-25 11/16/18 0 SP Pale brown,damp,medium dense,fine SAND,no fines, unconsolidated,no HC odor
<br /> I -30
<br /> PI 1-30 10/15/24 0 SW Pale brown,damp,medium dense,fine/med SAND w/trace gravel,no fines,
<br /> unconsolidated,no HC odor
<br /> -35 Pl i-35 16/25/26 0 — SM Brown/orange-brown,moist,dense,silty fine SAND,70%sand&30%fines,no HC
<br /> odor
<br /> -40 P11-40 10/14/23 0 ML Brown/orange-brown,moist,stiff,fine sandy SILT, 50%fines&50%sand,no HC
<br /> odor
<br /> I -45
<br /> P 11-45 11/16/24 0 ! SP Pale Brown w/white ppt,damp,fine SAND w/some fines, 80%sand&20%tines,
<br /> partially cemented,no HC odor
<br /> -5 0 P11-50 21/26/31 0 — _ SM Pale brown,moist,silty fine SAND,about 60%sand&40%fines,no HC odor
<br /> I -55
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