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Geological Techni* Inc. <br /> ' Bo'rehoI LogANN <br /> Project Name George's Service Borehole No. HS-6 Page 1 of 1 <br /> ' Project No. 261 .2 Date 4/25/95 Contractor V&W Drilling Company C57 Lic. 658786 <br /> Area & County 1600 Durham Ferry Rd., Tracy Drilling Method Hand Auger <br /> ' Field Geo/Eng T. McDonald Elevation of Measuring Point N/A <br /> Tot. Dep. 9.5' Tot.CasingDep. N/A Annular Seal N/A Filter Pack N/A Grout 0-9.5' <br /> ' Borehole Dia. 3_50"Casing Dia. N/AA Screened Interval N/A Slot Size N/A Water Level 19.5' <br /> Location-143 ft WNW of NW corner of <br /> E F3 r �v�.i t• ? v building <br /> ^�° �q �� Description Remarks <br /> v v4 0 <br /> 0 <br /> 1111 <br /> 1111 <br /> 1111 <br /> I <br /> 1601 __= i : : ML CLAYEY SILT-(2.5Y5/6), plastic fines 18 ppm OVM <br /> ii <br /> 1111 <br /> 1608 _ <br /> 10 __ ML CLAYEY SILT-(2.5Y5/6), plastic fines 370 ppm OVM <br /> ( ( <br /> Z 1111 <br /> Z <br /> U <br /> 15 <br /> Z <br /> 1111 <br /> 1111 <br /> ' 20 <br /> 25 <br /> 30 <br /> ' Notes: Silt Clay Sand (5Y5/6)=Munsell soil color description <br /> =denotes sample submitted for laboratory analysis <br /> EMPebbles k= Clayey Sand Grain size is referenced to the Modified Wentworth Scale <br /> rev3/92 Drawn8/11/94 <br />