|
I Advanced BORING LOG
<br /> GeoEnvironmental Inc.
<br /> BOREHOLE NO P-S
<br /> 837 Shaw Road, Stockton, CA 95215
<br /> I (209) 467-1006 FAX (209)467-1118 TOTAL DEPTH 54 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 /> Stockton, CA Logged By T Cuellar
<br /> - Reviewed By C Lee
<br /> Project No AGE-NC-97-0230 Date(s) Drilled 09 October 2003
<br /> Notes Total depth of boring equal to 50 feet bsg 4 Water level during drilling Page 1 of 1
<br /> Boring backfilled to grade with portland cement T Water level in completed well
<br /> Sample Blows PID Soil USCS Class and
<br /> Depth ID (per 6") (ppm) Symbol Soil Description
<br /> 0
<br /> -5 7 P8-5 717/9 0 — — SM Dark gray/black,moist,med dense,silty fine SAND,70%sand&30%fines,faint h
<br /> Iydrocarbon(HC)odor
<br /> 0 P8-10 9/11/18 0 ML Dark gray/brown,damp,very stiff,SILT w/some fine sand, 80%fines&20%sand,
<br /> no HC odor
<br /> I' P8-15 15/28/27 0 ML Dark brown,damp,hard,SILT w/some fine sand, 90% fines& 10%sand,no HC od
<br /> I or
<br /> -20-1 P8-20 10/14/22 0 SP Pale brown,moist,medium dense,fine SAND, less than 5%fines,no HC odor
<br /> I -25
<br /> P8-25 8111/15 0 SP Pale brown,damp,medium dense,fine SAND,no fines,unconsolidated,no HC odor
<br /> -30
<br /> P8-30 10/13/18 0 SP Pale brown,damp,medium dense,fine/med SAND w/trace gravel,no fines, unconso
<br /> lidated,no HC odor
<br /> P8-35 14/24/28 0 — — SM Brown/orange-brown,damp,dense,fine SAND w/some fines, 80%sand&20%fine
<br /> s,partially cemented,no HC odor
<br /> -40 P8-40 8/11/18 0 ML Dark orange-brown,moist,stiff,fine sandy SILT,about 60%fines&40%sand,no
<br /> HC odor
<br /> -45-
<br /> - P8-45 10/17/26 0 — — SM Pale Brown w/white ppt,damp,fine SAND w/some fines,80%sand&200/6 fines,n
<br /> o RC odor
<br /> I
<br /> P8-50 14/18/23 0 — — SM Pale brown w/white ppt,damp,silty fine SAND,70%sand&30%fines,no HC od
<br /> or
<br /> I -55—
<br />
|