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Advanced BORING LOG <br />' <br /> GeoEnvironmentai Imental, BOREHOLE NO.: P-10 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 921 <br />' Project: Grewal's Market Date(s) Drilled: 01/24/0,2 <br /> Project No.: AGE-NC-97-0327 Page 2 of 2 <br />' Depth Sample Blows PID Soil USCS Class and <br /> ID (per 6") (ppm) Symbol Soil Description <br /> 1 <br /> -so— p 10-50 12/20/22 0 - '� SM: Reddish-brown,damp,dense,silty SAND;fine sand,part cemented,about 60%sand <br />' &40%fines,faint odor. <br /> -55 P10-55 9/10/13 0 =_= ML: Reddish-brown,moist,very stiff,SILT;less than 5%sand,no odor. <br />' _60— P 10-60 12/14/20 0 ________ ML:Reddish-brown,wet,very stiff,sandy SILT;fine sand, about 70%fines&30%sand, <br /> no odor. <br /> -6 5 P 10-65 8181$ 0 __—— ML:Reddish-brown,wet,very stiff,SILT with fine sand;about 90%fines& 10%sand, <br /> no odor. <br />' <br /> -70— <br /> P10-70 8110118 1.4 =_= ML:Reddish-brown,wet,very stiff,sandy SILT;fine sand,about 70%fines&30%sand, <br /> no odor. <br /> -75 P 10-75 1$!22/32 0 =_ ML:Reddish-brown,wet,very stiff,sandy SILT;fine sand,partly cemented,about 70% <br /> fines&30%sand,no odor. <br /> -e 0 P]0-80 60 0 SM: Grayish-brown,wet,very dense,silty SAND; fine sand,about 60%sand&40% <br /> fines,no odor. <br /> -8 5 P I 0-85 22/32/40 0 -. SM:Brown,wet,very dense,silty SAND;fine sand,about 60%sand&40%fines,no <br /> ' odor. <br /> ' -9 0 P 10-90 60 0 -_. _ SM:Brown,wet,very dense,silty SANb;fine sand,about 60%sand&40%fines,no <br /> odor. <br /> 1 <br />