|
Advanced BORING LOG
<br /> GeoEnvironmental, Inc. BOREHOLE NO P-43
<br /> 837 Shaw Road, Stockton, CA 95215
<br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 51 FT.
<br /> Project FLAG CITY CHEVRON Drilling Co Enviroprobe
<br /> Site Location 6421 CAPITOL AVENUE Rig/Auger Type Geoprobe 5400/ 1 25" rods
<br /> LODI Logged By E FISHER
<br /> CALIFORNIA
<br /> Project No AGE-NC-96-0232 Reviewed By C LEE
<br /> Date(s) Drilled 22 JANUARY 2004
<br /> Notes Total depth equal to 51 ft, selected water& 5 ft interval sz Water level during drilling
<br /> soil samples,boring backfilled to p Page 1 of 2
<br /> p g grade w/ ortland cement : Water level in completed well
<br /> Depth Sample Blows PID Soil USCS Class and
<br /> ID (per 6") (ppm) Symbol Soil Description
<br /> —5 P43-5 ___ 0 NII.. Brown/orange-brown,damp, SILT w/fine sand, 80%fines/20%sand,no odor
<br /> —10 P43-10 _- 0UwSpa
<br /> SP Brown/gray,moist,fine-med SAND,95%sand/5%fines,no odor
<br /> Q
<br /> —15 P43-15 __ 0 Brown/orange-brown,moist,fine-med SAND,95%sand/5%fines,no odor,grab
<br /> ter sample collected between 13 & 18 ft, hydrocarbon odor in water sample
<br /> —20 P43-20 __ 0P Pale gray-brown,saturated,fine-med SAND,90%sand/10%fines,soft,blackxidation stains,faint hydrocarbon odor
<br /> —25P43-25 ___ 0 SP Pale gray-brown,saturated,fine SAND w/fines,90%sand/10%fines,soft,black
<br /> oxidation stains,faint hydrocarbon odor
<br /> —30— P43-30 _.. 0 NEL Pale brown-gray,damp,clayey SILT with fine sand, 90%fines/10%sand,black
<br /> oxidation stains,faint hydrocarbon odor
<br /> —35— p43-35 ___ 0 SP Pale gray-brown, saturated,fine SAND w/fines,90%sand/I0%fines,soft,faint
<br /> hydrocarbon odor
<br /> —40 --- ... No soil sample,grab water sample collected between 37&41 ft
<br /> 45 p43-45 __ 0 SW Brown-gray, saturated,fine-med SAND w/trace gavel,no fines,unconsolidated,
<br /> faint hydrocarbon odor
<br /> —50 -- --- No soil sample,grab water sample collected between 47&51 ft
<br />
|