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eofo <br /> CJ gicaC Technics Inc. <br /> Borehole Log <br /> Project Name George's Service Borehole No MW-3 Page 1 of 1 <br /> Project No 281 2 Date 4/25/95 Contractor V&W Drilling Company C57 Lic 658786 <br /> Area & County 1600 Durham Ferry Rd , Tracy Drilling Method Hollow Stem Auger <br /> Field Geo/Eng T McDonald Elevation of Measuring Point 99 38' Arbitrary Plane <br /> Tot Dep 20' Tot Casing Dep 20' Annular Seal 3-4_' Filter Pack 4-20' Grout 0-3' <br /> Borehole Dia 8 00"Casing Dia 2 0" Screened Interval 4-20' Slot Size 0 010" Water Level ±g 5' <br />' o _ Location-12 ft SE= of former kerosene UST <br /> � R <br /> Description Remarks <br /> E Gn U V N� D C7J <br /> 0 <br /> l <br /> ML CLAYEY SILT-(2 5Y5/6), firm, most, <br /> B 6 ppm OVM <br /> 1201 plastic, FeOx root tubes <br /> ,zva 2 - ML CLAYEY SILT-(2 5Y5/6), firm, 0 9 ppm OVlfi <br /> .71.7-:'--- saturated, plastic, FeOx root tubes <br /> ML CLAYEY SILT-(2 5Y5/6), hard, moist, 3 5 ppm OVM <br /> -_- - - root tubes w/ intact roots <br /> z _ ML CLAYEY SILT-(2 5Y5/6), soft, saturated, 2 9 ppm OVM <br /> root tubes w/ intact roots <br /> 25 <br /> Iff. I I I I I - -- - I I I <br /> Notes Silt Clay Sand <br /> __ � (5Y5/6)=Munsell soil color description <br /> ®=denotes sample submitted for laboratory analysis <br /> Pebbles = Clayey Sand Grain size is referenced to the Modified Wentworth Scale <br /> rev 3/92 Drawn 8/11/94 <br />