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1 W1.6 <br /> OYA &L art OAYPLR Cf Na, Ya093CRIPTICA cor31. <br /> 32 <br /> �L <br /> 34 <br /> U,0 ppmv 2B 8-1 SP SAND - medium mottled red-orange and ;f <br /> 96 35.5-3 brown:-grey, damp, fine grained, <br /> moderately graded, trace mica, some :I' <br /> silty layers, medium dense, '! <br /> 38 V. _ <br /> ', <br /> 1:4 'J <br /> 40 _ <br /> G.0 ppmv !7 H-1 ML SILT ined£un light olive-s=ay, moist, <br /> 40-5-41 trace clay, very stiff. <br /> 42 <br /> 44 �-- <br /> 38 21 SP SAND - medium brown-orange, moist/wet, <br /> m46 45.5-4 fine grained, well graded, trace _ <br /> k, silt, some mica, dense, NOSC. 7 •— <br /> 48 <br /> I w <br /> SM SILTY SAND medium brown-grey, moist, <br /> wet, fine grained, well graded, <br /> 52 medium cense.54 <br /> : <br /> SP HEAVING SANDS <br /> 56 <br /> Total depth of boring 59 feet. Ground '��1. <br /> ti <br /> 58 aster encountered 39 feet. <br /> Logged b Flet <br /> 60 <br /> J.H. KLEINFELDER b ASSOCIATES IWINCIMI CITY OF LODI PLATE <br /> C9QTLCWWCAE CONSULTANTS MATTl1ALS TESTING LODI, CALIFORNIA uw <br /> LAND AND WATIIt■E3oVlkcES -i•1 <br /> PROJECT h4. 24-2038-1 -LOG OF :BORING`M_W�1 <br /> �- <br /> E-4 <br />