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1 <br /> BORING NUMBER MW4 DRILL RIG METHOD WELL <br /> _^ J _j LU a co H DATE DRILLED 9/22/93 Mobilo B-61/8-Inch <br /> "' ad LOGGED BY MW Hollow stem au er DIAGRAM <br /> _j <br /> m o � SOIL DESCRIPTION AND REMARKS FLUSH-MOUNT <br /> traffic-rated cover <br /> Locking well cap <br /> O <br /> 2" asphalt concrete <br />' SM Brown, slightly moist, mo era e y dense, si y gyne sand <br />' 5 <br /> 0 <br /> a <br /> a <br /> a � <br /> a m <br /> p v \ <br /> 10— [a MW4-1I 16 ND Grayish brown, damp, moderately stiff fine sandy silt 5 m <br /> MLrust mottling (D E <br /> no petroleum odor v Q) <br /> Ln <br />' ^4 <br /> 0 N <br /> 15 5 MW4-2I 65 ND rust mottling, white caliche? <br /> no petroleum odor x"„ <br /> Xx <br /> x x x x <br /> x <br /> xxx x x <br /> 47 <br /> Lill Brown slightly moist very dense silty fine to medium o d <br /> ( SM sand <br /> 20 jr <br /> m <br /> !1 MW4-3I 53 NDCo <br /> N <br /> SP <br /> i = <br />' 0 ML Brown slightly moist, dense silty fine to medium sand — <br /> 25 p MW4-4I 33 ND Light grayish brown slightly moist, hard, clayey silt <br /> SM rust mottling <br /> c <br /> Light grayish brown, moist, dense, clayey, silty fine to — b <br /> medium sand v <br /> no samples collected from 25'6 to W _ <br /> 40' due to ground water a <br /> CL <br /> 'o c <br /> 30 — <br /> y � <br /> N <br /> O <br />' O = <br /> 35 <br /> 40 <br /> SOIL BORING LOG AND WKA NO 2088 04 <br /> WELL CONSTRUCTION DETAIL DATE 10/93 <br /> GRANITE CONSTRUCTION FACILITY <br />' WALLACE gUxL & ASSOCIATES, INC French Comp, Call ornla PLATE NO 3 <br /> GHOLOQIC <br /> ENVIRONMENTAL SERVICES <br />