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0 PPM i e' <br /> • wo. w�a o�onow Cow al <br /> Asphalt: sand/gravel, subbase _ <br /> r _ CLAY: black, moderate to high plasticity, O. <br /> 2 0.4 CL damp ' op <br /> 0. 1 <br /> ne <br /> SILT: brown to red brown, trace of clay, Q �' <br /> 4 trace of fine sand, abundant root holes, e: o <br /> ( = damp, NOSC <br /> MW-1 R o <br /> 6 0.2 5-5.5 SILT: brown, little fine sand, abundant <br /> 0.0 root holes, damp, NOSC ° <br /> o <br /> r - > •C <br /> ! 8 _ <br /> O' <br /> MW-1 ML red brown o <br /> 10 9-9.5 <br /> O a <br /> e :0. <br /> •.0 <br /> 12 0_0 hard pan, 5-30 mm thick <br /> 0.0 SILT: red brown, dark red brown, brown r ° <br /> 5 and dull black, white stringers through- <br /> 14 well cemented, damp, NOSC Q <br /> v 14 weakly cemented ' <br /> brown, root holes,some fine sand, damp <br /> Mw-1 <br /> 16 15-15. ? <br /> i C 0.0 SW SILTY SAND: brown to red brown, fine grafi °•' e: <br /> 4' 0.0 nPri <br /> 18 - SILT: grey brown to brown, trace of clay, ° do <br /> abundant root holes, damp, NOSC ;Q <br /> rey brown, trace of clay, trace of fine O <br /> sand, abundant cavities, pale white stri <br /> Nf 20 * ngers, damp, NOSC <br /> NW MW-1 <br /> 0.0 20-20.f red brown, trace fine sand, weakly cemen- o <br /> o .O: <br /> 22 ted <br /> O O <br /> 24 <br /> NW ML NW: PID not working properly, no reading <br /> 0.0 MW-1 recorded <br /> 26 25-25. ILT: grey brown to brown grey with dark <br /> rust red staining, abundant root holes, <br /> damp, NOSC <br /> 28 weakly cemented _ <br /> 30 <br /> MW-1 ILT: brown grey, trace of clay, trace of <br /> 30.5-3 fine sand, white stringers throughout, <br /> 30.5-1LOG OF BORING # MW-1 PLATE <br /> I.H. KLEINFELDER & ASSOCIATES M <br /> I` <br /> C.IOIfCMw,(AI COMSUI GMIS . MAI(w1AN IMINC AMERICAN MOULDING 31 <br /> lAwu AMU WAIIR AlaUulClf & MILLWORK CO. <br /> i <br /> PROJECT NO. 24-2020-3 STOCKTON, CALIFORNIA <br />