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45 45 -- 7-14-21 11 51 CL Light brown and gray medium gray silty CLAY, moist 06 <br /> 1 50 50---- 11-2020 1218 ML Light brown clayey SILT moist 10 <br /> Pm <br /> - 55 55 -- 8 1520 1230 ML Light brown silty CLAY, moist 10 <br /> 60 60 - 10 12-15 1251 SP Light brown medium dense fine SAND non graded moist 38 <br /> 26 <br /> 65 65 --- 7-10-12 1 12 SP Light brown medium dense line SAND with trace gravel, non-graded <br /> moist <br /> 6853 7-13 15 1 24 SW SAND and GRAVEL graded wet Groundwater encountered at 68 5 ft <br /> -70 0 06 <br /> 75 <br /> 80 -- - <br /> 85 Q�� P��SH .t S'y9 . .A <br /> Total borehole depth = 90 ft c vert d into n-"OtorW&ll Se <br /> Figure 4 and Table 4 for details <br /> -90 Ex <br /> -P <br /> 95 <br /> Q R9/71 51-1L <br />