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1 .. <br /> BORING NUMBER MW2 WELL <br /> a.111 a. UJ <br /> a-m LA__ a N= U DIAGRAM <br /> p.. <z a O FLUSH—MOUNT, <br /> m o SOIL DESCRIPTION AND REMARKS traffic—rated cover <br /> Locking well cap <br /> 0 <br /> .a Asphalt concrete with aggregate base <br /> CL Brown, slightly moist, hard clay <br /> 5 °o Mw2-1I 47 color change to light brown <br /> 10 °o Mw2-2I /6' <br /> 4 q <br /> O c <br /> a � <br /> 15 p MW2-3I 77 v a <br /> I white mottling <br /> 20 a MW2-4I 51 <br /> moderate sand <br /> Q <br /> 25 a MW2-5I 66 graded mto silty sand <br /> SM Gray, most, dense, silty, very fine sand ; : X <br /> X Y <br /> p less silt y <br /> 30 o Mw2-6I 55 <br /> C H <br /> 01 <br /> — 47 <br /> g light gray, most, dense, <br /> 35 °a Mw2-7I 43 medium sand c — <br /> h y <br /> q <br /> - CL Gray–green, very moist, very stiff, — <br /> a silty, medium sandy clay a <br /> 40 = <br /> v MW2-8I 43 o <br /> SM Gray, moist, moderately dense, silty, o <br /> fine to coarse sand � <br /> woad debris c <br /> 4 O — <br /> 45 a Mw2-9I 33 <br /> CL Gray--green, saturated, very stiff, silty, — <br /> medium sandy clay — <br /> v <br /> 50 4 MW2-101 65 <br /> Bottom of Boring -- 50' 6' <br /> SOIL BORING LOG AND WKA NO 1735.02 <br /> WELL CONSTRUCTION DETAIL DATE 10/92 <br /> JVM ASSOCIATES <br /> WALLACE +KUHL ! ASSOCIATES, INC <br /> agOLOOIC SNVIRONMINTAL SURVICSS Stockton, California PLATE NO 3 <br />