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C em <br /> nalysi Sasnp�e M[li <br /> Sample No. USCS DCSCAMIOH CDMi7. <br /> 32- No. <br /> BG-5 E SAND: grey to grey brown; some silt, fine to med <br /> 5021 33-35 ium, trace fine gravel, micaceous, damp <br /> 34 BG-5r SP SW SAND to GRAVELLY SAND: yellow brown to light <br /> / brown yellow trace of clay as coating on sand <br /> 35-36.5 grains, fine to coarse gravel, mod-well graded, <br /> 3fi . micaceous, damp <br /> BG-5 GRAVELLY SAND to SAND: grey to light <br /> 36.5-38 trace silt, fine to coarse grained, fine to <br /> coarse gravel, micaceous, silt and color varia- <br /> 38 BG-5 tion in horizontal lenses 3-12 in. thick. <br /> 5024 38-39.5 SP AND: brown grey, trace of clay, some silt, fine <br /> w <br /> to medium grained damp to moist <br /> 40 BG-5 <br /> 39.5-41.5 <br /> BG-5 42-; 5.26 41.5-43 3AND to SILTY SAND: brown grey, trace clay, fine <br /> to medium grained, damp - <br /> SP/SM brown grey to light orange brown- - <br /> 44 <br /> AND: grey brown, trace-little silt, fine to med = <br /> 46 ium, saturated <br /> SP/SW SAND: _ light grey to light yellow brown, trace <br /> csilt, fine to coarse, mod-well graded, saturated:,:: = ' <br /> 48- <br /> 50- <br /> 8 50 SAND: no returns, heaving sands - <br /> 52 = <br /> Sp = i <br /> 54- <br /> 56- <br /> 58- T <br /> 4 56 58 otal depth of boring 57 -feet. <br /> 60- <br /> 6.2- <br /> 64 <br /> 06.264 <br /> BORING N0. BG-5 COMPLETED AS MW-4 <br /> h <br /> PLATE <br /> J.H. KLEIN FEWER & ASSOCIATESk4 LODI OVERHEAD DOOR <br /> CLOTH'++-.1i,t C0%',Vk1A%1S . MA11RI tS ri;l,.(: LORI, CALIFORNIA <br /> PROJECT No. 24-2001--7 LOG OF 'BORING NO. MW-4 <br />