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, PROJECT NO 08080-06-02 } _ <C w BORING/WELL NO. GH 9 / vw,-s- „ WI-'W W Cnn Lo ¢ z = DATE DRILLED 11/9/94 WATER LEVEL(ATD) WELL HEADSPACE © W X� 0 CONSTRUCTION (PPM) O_ CO J EQUIPMENT CME 75 DRILL RIG DRILLER WEST HAZMAT r SOIL DESCRIPTION " ' 100 GB9-5 - Stiff, moist, dark-brown-gray, fine Sandy CLAY (CL) , — Q "47 0 26 Very dense, moist, dark gray, Clayey, finetomedium *a. °o 0 27 SAND (CL) 49.0 °o 28 010 04 °Q c 29 °o °4 017.1 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - --° 0 40 30 69 GB9-6 e o ° 1 31 1339 Dense, moist, gray, fine to medium Sandy SILT (ML) o o ' 32 4 4 *0 ° 33 o oa 00 °o e=°o a I ' 34 °4 °4 °Q a °o 35 84 GB9-7a o 2 36 1351 0 0 4 4 37 0 00. 4 4 38 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - oQo °ao —e6 o6 39 Stiff, moist, tan/gray, fine Sandy CLAY (CL) p Q ' 40 - - - - - - -- - - - - -- - - - - - - - - - - - - - -- - - - -- - °00 °Ac 70 GB9-8 - - - - 0 a 4. 043 1 41 1356 Medium dense, moist, gray/rust, fine to medium a o SAND (SP) -- - - - - - - - - - - - - -- - --- - - -- - - - - 04 °o 42 Hard, moist, gray, fine Sandy SILT with clay (CL) — o a 43 44 1 45 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- -- - - - 75 GB9-9 -Fine sand lenses at 45 feet 1 46 1411 Loose, moist, rust, fine to medium SAND (SP) i ' 47 BORING TERMINATED AT 46 5 FEET 48 49 50 51 „ 52 53 54 Figure A-10, log of Boring GB 9 / VW-5 305SH NOTE THE LOC OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND ' AT THE DATE INDICATED IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES.