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BORING LAG - <br /> y GeoEnvironmentai, Inc. BOREHOLE NO P-41 <br /> 7 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 45 FT. <br /> Project FLAG CITY CHEVRON Drilling Cc Enviroprobe <br /> Site Location 6421 CAPITOL AVENUE Rig/Auger Type Geoprobe 5400/ 125" rods <br /> LODI Logged By T CUELLAR <br /> CALIFORNIA <br /> Project No AGE-NC-96-0232 Reviewed By C LEE <br /> Date(s) Drilled 20 JANUARY 2004 <br /> Notes Total depth equal to 45 ft, selected water&5 ft interval s Water level during drilling page 1 of 1 <br /> soil samples,boring backfilled to grade w/portland cement = Water level in completes!well <br /> Sample Blows PID SoilUSCS Class and <br /> Depth ID (per 6") (ppm) Symbol Soil Description <br /> 0 <br /> -5 P41-5 ___ 0 ML Brown/dark brown,moist,fine sandy SILT, 60%fines/40%sand,no odor <br /> _10— P41-10 _ 0 =— SM/ML Brown,moist,fine sandy SILT w/trace tried sand,50%fines/50%sand,no odor <br /> 0-15— <br /> P41-15 _ 0 �—__— SM Pale brown-gray,saturated,tine SAND w/silt, 80%sand/20%fines,soft,orange <br /> oxidation stains,no odor <br /> -20 P41-20 ___ 0 — SP-SM Pale Gray-brown,saturated,fine SAND w/fines,90%sand/10%fines,soft,no <br /> odor,grab water sample collected between 16&20 ft <br /> -25— P41-25 --- 0 =] SM Pale brown-gray w/white ppt,damp,fine SAND w/silt, 80%fines/20%sand,part <br /> - _= cemented,no odor <br /> _30— P41-30 --- 0 ML Mottled reddish-brown/gray,saturated,fine sandy SILT, 60%fines/40%sand,soft, <br /> no odor <br /> -35— P41-35 -__ 0 SM Brown/red-brown,saturated,silty fine SAND,about 80%sand/20% fines,soft,no <br /> — — — odor <br /> -40— No soil sample,grab water sample collected between 37&41 feet <br /> -45— P41 45 _ 0 O O SW Brown-gray,saturated,fine-med SAND w/trace gravel,no fines,unconsolidated,no <br /> odor <br /> 50 <br />