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i' <br /> Advanced BORING LOG <br /> Inc.l <br /> t <br /> i <br /> E <br /> Geonvronmena , BOREHOLE NO.: P-11 <br /> = 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 90' <br />' Project: Grewal's Market Date(s) Drilled: 01/24/02 <br /> Project No.: AGE-NC-97-0327 Page 2 of 3 <br /> p <br /> Depth <br /> Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> PI 1-35 15/28/24 2.8 SP:Grayish-brown,damp,very dense,SAND;fine to <br /> medsand;less than 5%fines,moderate petroleum <br />' odor. I <br /> - <br /> 40 P11_40 16/28/32 29 ML:Reddish-brown,moist,hard,sandy SILT;about <br /> 70%fines&30%sand,moderate petroleum odor. <br /> -45— <br /> P 11-45 22/24/38 8.9 ML:Reddish-brown,moist,hard,sandy SILT;fine <br /> sand,about 70%fines&30%sand,moderate <br /> petroleum odor. <br /> - <br /> so P11-50 28150 4.3 ML:Reddish-brown,moist,hard,sandy SILT;tine <br /> sand,part cemented,about 70%fines&30%sand, <br /> faint petroleum odor. <br /> i <br /> -55 P 11-55 27/32/40 0 ML:Reddish-brown&gray,moist,hard,SILT with <br /> I i some fine sand;about 90%,fines&10%sand,faint <br /> i odor. <br /> 1 <br /> ' -60 P11-60 12/14/23 0 SM:Reddish-brown,very moist,very stiff,silt <br /> SAND;fine sand,about 60%sand&40%fines,no <br /> odor. <br /> I I <br /> -65 P11-65 10/12/14 0 ML:Reddish-brown w/white precipitation,wet,very <br /> ' stiff,sandy SILT;fine sand,about 80%fines&201/6 <br /> sand,no odor. <br /> _70— SM:Reddish-brown w/white precipitation,wet,very <br /> P11-70 11/12/14 0 stiff,siltyy SAND;fine sand,about 60%sand&30% <br /> fines,no odor. <br />' -75 P1 I-75 20/24/28 0 SM:Reddish-brown w/white precipitation,wet,very <br /> stiff,silty SAND;fine sand,about 60%sand&40% <br />