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' Advanced BORING LOG <br /> GeoEnvlronmental, Inc. BOREHOLE NO P9 <br /> y 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX {209}467-1118 TOTAL DEPTH 30 feet <br />' Project MBP -NAVY Drilling Co Envtroprobe <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 Water level during drilling page 1 of 1 <br /> s Water level in completed well <br /> Depth Sample <br /> Blow PID Soil USCS Class and Well Well <br /> 1D (per 6") (ppm) Symbol -soil Description Completion Description <br /> 0NOME <br /> 1 <br /> -5 Cement grout seal from <br /> 5'to-I I'bsg <br /> F*I <br /> ML SILT,brown,moist,slight petroleum hydrocarbon <br /> -10 P9-10 -- 0 (HC}odor,low toughness,low dry strength <br /> �djry <br /> L SILT,gray�moist,HCodor,!ow toughness,!ow <br /> strength Bentonite seal from- <br />' I I'to-13' bsg <br /> ML SILT,with sand,green,moist,HC odor,low <br /> -1"— P9-15 4 toughness,low dry strength #!2112 sand from-13'to <br />' -30'bsg <br />' CL LEAN CLAY,brown,moist,no HC odor,medium <br /> -20 p9-20 __ 0 toughness,medium dry strength Screened interval from <br /> -15'to-30'bsg <br /> CL LEAN CLAY,with fine sand,brown,moist,no HC <br />' - <br /> 25— 139-25 _ 0 odor,medium toughness,medium dry strength <br />' SM SILTY SAND,gray green,saturated,medium <br /> -2 <br /> 0 P9-30 0 sand,no HC odor Cap at-30' <br />