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Advanced�� BORING L®G - --- <br /> �, 0 01 <br /> GeoEnvironmenlai, Inc. BOREHOLE NO P-39 <br /> ��4=1 837 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 Reviewed By C Lee <br /> Project No AGE-NC-96-0232 - <br /> Date(s) Drilled 21 JANUARY 2004 <br /> Notes Total depth equal to 5111, selected water&5 ft interval 4 Water level during drilling Page 1 of'I <br /> soil samples,boring backfilled to grade w/portland cement s Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID (per 6") (ppm) Symbol Soil Description <br /> a <br /> -5 P39-5 ___ 0 ML Brown�damnp,fne sandy SILT�60-%/. nes/40%�sand, o odor <br /> 10 P39-10 ___ 0 ML Pale brown,damp,fine sandy SILT,70%fines/30%sand,no odor <br /> l <br /> -15 P39-15 --_ 0 ML Pale brown,damp,fine sandy SILT, 70%fines/30%sand,no odor,grab water <br /> sample between 15-20 ft <br /> -2 0 P39-20 ___ 0 ___� SM Gray-brown,saturated,silty fine SAND, 60%sand/40%fines,soft,no odor <br /> -25— P39 25 - - 0 ML Pale brown,damp, SILT w/fine sand, 80%fines/20%sand,no odor <br /> -30— P39-30 --- 0 ML Pale brown,damp,clayey SILT w/fine sand,90%fines/10%sand,no odor <br /> -35 P39-35 -_ 0 SP Brown-orange,saturated,fine SAND,no fines,unconsolidated,no odor <br /> i <br /> -40 No soil sample,grab water sample between 36-41 ft <br /> -45 P39-45 _- 0 O O SW Brown-orange,saturated, fine SAND,no fines,unconsolidated,no odor <br /> 5 0� - No soil sample,grab water sample between 47-51 ft <br /> -55 <br />