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NOTE: Logs are 10 bs ussd only for de ignaW p,pO (q <br /> ip <br /> SAMPLE BORING/WELL#: <br /> wF > W x <br /> CO- NUMBER 0 3 > w m <br /> ao w �n y DESCRIPTION B-4 jw <br /> M i n <0 <br /> 0 0 <br /> Silty fine sand,dark brown,moist,loose <br /> - 1 1 <br /> 2 2 <br /> 3 3 <br /> SM <br /> 4 4 <br /> 5 5 <br /> 6 6 <br /> 7 7 <br /> Pea GRAVEL fill, loose,moist,gray-brown <br /> 8 6 <br /> 9 9 <br /> 3 <br /> 10 B 10 <br /> 11- 63646 8 0 GP GRAVEL,medium gray-brown,moist,loose <br /> -11 <br /> 12 12 <br /> 13 13 <br /> 14 14 <br /> 15 3 <br /> 15 <br /> 6 Sandy SILT,medium brown with orange mottling and white calcite-like <br /> 16 63647 11 0 SM nodules, moist,Ffine, medium stiff 16 <br /> 17 17 <br /> 18 18 <br /> 19 19 <br /> 20 9 20 <br /> 18 <br /> P1 63648 20 0 ML Clayey SILT with a trace of fine sand,olive brown to gray-brown,moist 21 <br /> LOG CONTINUED ON NEXT PAGE <br /> 22-722 <br /> LOG OF AUGER BORING PLATE <br /> K L E I N F E L D E R SOIL SAMPLE ANALYSIS A-8 <br /> PRODUCED: 11/18/92 TOTALDEPTH: 26 ft. SAN JOAQUIN CO. - CANLIS BUILDING <br /> PROJECT NO. 24-220191-AOO LOGGED BY: C. Clark I LOG DATE: 11/6/92 Sheet 1 of 2 <br />