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NOTE: Lops are to W used only for dtngMW pu,pose(s).l <br /> w= SAMCc <br /> PLE W BORING/WELL#: <br /> jw NUMBER O 3 >' to wF <br /> ,l ¢o w a,n DESCRIPTION Ow <br /> 0 <br /> LL_ -4 ¢o <br /> Silty fine sand,dark brown,moist,loose <br /> 0 <br /> t 1 <br /> 1 <br /> F <br /> 2- <br /> 2 <br /> 3 3 <br /> SM <br /> a 4 <br /> 6 e <br /> 6 - <br /> 7- - <br /> 7 7 <br /> Pea GRAVEL fill,loose,moist,gray-brown <br /> s <br /> 8 - <br /> 9 - - <br /> 9 9 <br /> } 10 8 to <br /> 11 63646 8 0 GP GRAVEL,medium gray-brown,moist,loose 11 <br /> 12 12 <br /> 13 13 <br /> 14 14 <br /> 16 3 15 <br /> 6 Sandy SILT,medium brown with orange mottling and white calcite-like <br /> 16 63647 11 0 SM nodules,moist,Ff[ne, medium stiff 16 <br /> 17 17 <br /> 18 18 <br /> 1g 19 <br /> 20 9 20 <br /> 18 <br /> 21 63648 20 0 ML Clayey SILT with a trace of fine sand,olive brown to gray-brown,moist P1 <br /> LOG CONTINUED ON NEXT PAGE <br /> { 22 22 <br /> .3t LOG OFAUGER BORING PLATE <br /> ]KIELMK L E I N F E L D E R SOIL SAMPLE ANALYSIS A-8 <br /> PRODUCED: 11/18/92 TOTALDEPTN: 26ft. SAN JOAQUIN CO. - CANLIS BUILDING <br /> PROJECT NO. 24-2201 91-AOO LOGGED BY: C. Clark LOG DATE: 11/6/92 Sheet 1 of 2 <br />