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' Advanced BORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO P7 <br /> r 837 Shaw Road, Stockton, CA 95215 <br /> TOTAL DEPTH 30 feet <br /> (209)467-1006 FAX (209)467-1118 <br />' Project MBP -NAVY Drilling Co Envlroprobe <br /> Site Location 2191 Navy Drive Rig/Auger Type 5400 Geoprobe <br />' Stockton Logged By W Little <br /> California Reviewed By N Henderson <br />' Project No AGE-NC-98-0534 Date(s) Drilled 11/03/99 <br /> Notes Grab ground water sample collected s Water level during drilling Page 1 of 1 <br /> m Water level in completed well <br /> Sample Blows PID Soil I_JSCS Class and Well Well <br /> Depth ID (per 6") (ppm) Symbol Soil Description Completion Description <br />' 0 <br /> e -5 Cement grout seal from <br /> 5'to-I i'bsg <br /> i <br /> ML SILT,tan-brown,moist,no petroleum hydrocarbon <br /> i -10 P7-10 --- 0 (HC)odor,low toughness,low dry strength <br /> Bentonite seal from- <br />' 11'to-13' bsg <br /> Ldrystreengthg. <br /> SILTeen,moist,HC odor,low toughness,low <br /> 15 P7-15 --- 0 X2/12sand from-13'to <br />' <br /> M <br /> -30 bsg <br />' CL LEAN CLAY,with sand,brown,moist,no HC <br /> 20 P7-20 — 0 odor,medium toughness,medium dry strength Screened intervai from <br /> -15'to-30'bsg <br /> 1 <br /> ' - RE <br /> AN CLAY,with fine sand,brown,moist,no HC <br /> _25— <br /> 25 P7-25 0 edium toughness,medium dry strength <br /> AN CLAY,with fine sand,green,moist,no HC <br /> ' edium toughness,medium dry strength <br /> SM SILTY SAND,gray green,saturated,medhum <br /> ' <br /> -30— <br /> 30 P7-30 --- 0 sand,no HC odor Cap at-30' <br />