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SAMPLING MONITORING WELL 5 <br /> w <br /> DATE DRILLED 9/25/89 <br /> W <br /> u- <br /> w ELEVATION 4 02 Feet MSL (Top of PVC Well Casing) <br /> ? � za w <br /> LU CO o_ <br /> CL a <br /> U) N SYMBOLS DESCRIPTION <br /> 0 CONCRETE <br /> CL GRAYISH BROWN SILTY CLAY with some black specks <br /> (moist) (very std <br /> 5 <br /> U 45 <br /> ML BROWN CLAYEY SILT with some fine to medium sand, <br /> 10 some white coating in fissures(moW) (hard) pCC <br /> U 40/2" c <br /> z <br /> LU <br /> LU <br /> U <br /> 15 <br /> U 31 Grades with more clay(vary stiff) <br /> ML GREENISH GRAY SILTY CLAY TO CLAYEY SILT with some <br /> 20 U 33 CL light grown mottling (stiff) <br /> U 35 CL GREENISH GRAY SILTY CLAY with white crystalline form, <br /> U 4015" fissures, rmcaceous (moist) (vary stiff) <br /> " Becomes very stttf to hard <br /> 25 Z Static water level at t2S feet bgs 925189 <br /> U 52 Becomes slightly more silty �. J <br /> ns <br /> LU <br /> U 56 Becomes very stiff <br /> 30 U 700 J = n z <br /> > = a o <br /> U <br /> U 45 First water at±32 feet bgs � w = N z <br /> win <br /> U 44 ML <br /> rEft)NISH GRAY CLAYEY SILT, va fine, micaceous ccoz <br /> ry = <br /> 35 ( _ <br /> Bonn to continues on next page <br /> 9 9 p g <br /> f <br /> LOG OF BORING <br /> Dames & Moore <br /> 18025-002-044 PLATE A-6 <br />