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PROJECT NO 08080-06-02 <br /> F- I~ J 0 <br /> BORING/WELL NO. <br /> 0-HL N 3 ¢ DATE DRILLED 11/9/94_ _WATER LEVEL (ATD) WELL HEADSPACE <br /> CONSTRUCTION (PPM) <br />' a mcn <br /> J EQUIPMENT CME 75 DRILL RIG DRILLER WEST HAZMAT <br /> SOIL DESCRIPTION <br />' 100 GB9-5 . Stiff, moist dark brawn-gray, fine Sandy CLAY (CL) , - —o ° 0 <br /> 1325 - - - '- - - - - - - - - - 4 ' <br /> 26 Very dense, moist, dark gray, Clayey, fine to medium °Q b °o 0 <br /> 27 SAND (CL) v o <br /> 28 a o <br /> °10 °p <br /> 29 °a e °o a <br /> I 30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> - 11196 <br /> 69 GB9-6 <br /> 31 1338 - Dense, moist, gray, fine to medium Sandy SILT (ML) 4 a <br /> °a o °0 <br /> ' 32 10 °D <br /> 33 °D oa <br /> 00 0 °0 0 <br /> ' 34 °4 °4 <br /> 010. 00 <br /> 04 06 2 <br /> 35 84 G139-77 1110. °0 0 <br /> 19 <br /> ' 36 <br /> 1351 ' — 04 ;6 <br /> P 0 0 <br /> 0 °Q <br /> 37 ° O°o e <br /> 38 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - 04 °4 <br /> GOO °0 P <br /> 39 - Stiff, moist, tan/gray, fine Sandy CLAY (CL) <br /> 40 70 GB9-8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 1356 Medium dense, moist, gray/rust, fine to medium- - _ - °a <br /> 41 <br /> ae op <br /> 42 - Hard, moist, gray, fine Sandy SILT with clay (CL) 0 4 o D <br /> ' 43 / <br /> 44 <br /> ' 45 75 GB9-9 -Fine sand lenses-at 45 feet - r - - - - - I <br /> 46 1411 Loose, moist, rust, fine to medium SAND (SP) <br /> ' 47 BORING TERMINATED AT 46 5 FEET <br /> 48 <br /> ' 49 <br /> 50 <br /> ' Sl <br /> 52 <br /> 53 <br /> 54 <br /> 305SH <br /> Figure A-10, log of Boring GB 9 / VW-5 <br /> NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND <br /> AT THE DATE INDICATED IT Is NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />