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m <br /> 41 <br /> d <br /> Tote; depth of bgring, 6C ft. Dtame:ec a? boring, a in. Date drillo& 6/1/90 <br /> y Casing diameter, N/A Length, N/A $lot alzer NjA <br /> ® Screen dlemeterr, N/A Lengths W/A h$aterial type,y/A <br /> Dr8llre Company, wavne ()iillin Co. Drglere Richard and J <br /> ay <br /> Method Uaed, Hollow—stem Auger Fe l 01 Ville R. Alden _ <br /> 812r1ature of Regletwed Profcaalonal, <br /> UWatratlon No., 4313 Btoe Calif. <br /> DUTE SA>etPl� c P.I.D. tCs [1ESCRII'TION WELL <br /> ® N0. I ; CODE CanST. <br /> i <br /> 0 Concrete and asphalt !)ase. <br /> w 2 <br /> 4 <br /> Pea gravel. <br /> g <br /> t0 5-10 13 Ppm SM SM Silty sand. fine—grained, gray green, very moist, medium <br /> dense. <br /> 12- <br /> 14 <br /> 5-15 34 0ppm moderate red brawn, moist, dense. <br /> 16 <br /> 18 ' <br /> 20 5`20 64 ppm ML Silt with trace fine—grained sand, mediu.n red brown, <br /> damp, medium plasticity, hard. , <br /> (secf;on continues downward) <br /> Lor GF BORIHGr B-2 / PLATE <br /> ARCO Service Station No, 760 <br /> ApPlf�d G�o$y/s{amt 226 South Cherokee �.lihe R-7 <br /> PROvFCT NO. 38048-3 Lodi, California <br />