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WELL <br /> a V) BORING NUMBER MW2 DIAGRAM <br /> r-0 a. a_m (n CLCL <br /> v a ca <br /> (nz m o = �� SOIL DESCRIPTION AND REMARKS traffic-rated <br /> USN-ratedMOUNT, <br /> traffrc-rated cover <br /> Locking well cap <br />' <br /> 0— <br /> Asphalt concrete with aggregate base <br /> P <br /> Q°a�a <br /> CL Dark brown, slightly moist, very stiff, slightly silty <br /> p clay <br /> 5 0 MW2-1I 3 ML Medium brown, very slightly moist very hard <br /> clayey silt <br /> CL Medium brown slightly moist, very stiff slightly v <br /> silty clay Q o <br /> a � <br /> o � w <br /> 10 0 MW2-2I 38 b w <br /> ar <br />' U U <br /> ML Light gray, very slightly moist, hard, clayey silt b z <br /> calcareous mottling , <br />' 15 12 MW2-3I 62 ' <br /> rx <br /> r � x <br /> x M ■ <br /> medium brown, very hard, <br /> 20 p MW2 4I 78 increase sand less clay a <br /> a <br /> c � <br /> m <br /> SM Light gray, slightly moist, dense fine to medium <br /> ' sand = <br /> D <br /> 25 MW2-5I 51 <br /> v — <br /> f Q — <br /> Z <br /> U ty <br /> 0 coarse to medium sand 4 ° <br /> 30 p MW2-61 36 <br /> N <br /> 0 <br /> a <br /> m <br /> ' �5 D MW2-7I 70 CL Gray, most hard, very fine sandy, silty cloy — <br /> 4a <br /> SOIL BORING LOG AND WKA NO 1623 01 <br /> WELL CONSTRUCTION DETAIL DATE 2/93 <br /> 404 West Fremont Street <br /> WALLACE • KUHL do ASSOCIATES, INC <br /> UEOLOOIC a, SNVIRONirIEN'fAL SERVICES Stockton, Cal:forma PLATE NO 4 <br />