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AMERICAN EN '90NMENTAL MANAGEMENT CORPORATION <br /> Project Newark Sierra v Job No. 81051 Being MW-4 Sheet 1 of 3 <br /> Date Started 3/27/90 at 0920 Completed 3/27/90 at 1110 Surface Elevation ennroximatelY e'above MSL <br /> Total Depth 25 feet Location Vicinity of 5 500 gallon barrel #6 fuel tank between MW-1 & MW-3 <br /> Logged by Michael Stephens Drilled By B& F Drillin <br /> Remarks MSL = Mean Sea Level <br /> E F D F AMPLE G L <br /> L E E E TEB <br /> B P D R T R R 0 <br /> E E P E L E E A I E A G SAMPLE DESCRIPTION <br /> v T T T OR P N P C P <br /> A H W T G OH <br /> T S 6 H E V I <br /> I E C <br /> 0 N (ft) R <br /> N Y <br /> o C <br /> 04'of asphalt.4'of AB gravel.Gravel,cobbles. <br /> T <br /> o. <br /> N p:•. <br /> o:: <br /> u 70% ;' <br /> 0 • 1'6'-4'3" Gravel clay,sand mixture.Stiff.Cement pieces.Moist.Brown (2.5YR3/2) <br /> 2 uDpo. (GC). <br /> S <br /> o , <br /> 3 M 10% <br /> 0 <br /> e`OQ <br /> S o. <br /> S Q <br /> poo:. <br /> 4 <br /> 90% <br /> S MW-4- 4.5 4'3'-6'6" Slightly sandy,silty clay. Medium plasticity.Stlff.Slightly moist.Brown <br /> A Al (10YR5/4) (CL). <br /> 5 M 5.0 <br /> P <br /> L <br /> E <br /> 6 R 100% <br /> 6'6'-8'9' _Fine to medium sandy,very silty clay.Stiff.Moist.Dark brown (5YR3/1) <br /> 7 (CL/ML). <br /> 8 100% <br /> 8'9'-11'9" Clayey,very silty fine to medium sand.Some gravels. Dry.Brown (SYR4/4) <br /> 9 ': (SM). <br /> MW-4- 9.5 100%_.....„ <br /> BI <br /> 10 10.0 <br /> b1mA+(ms3J) <br />