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PROJECT NO. S8100-06-IIA <br /> o BORING/WELL NO. nIW 6 <br /> h 1i J J <br /> WHW w U)(n � Z DATE DRILLED 4/25[95 WATER LEVEL (ATD) 65.0 _ WELL HEADSPACE <br /> LLz LL,3 Cf)¢ CONSTRUCTION (PPM) <br /> n, m J EQUIPMENT- MOBILE B-61 II.S.A DRILLER WESTEX <br /> SOIL DESCRIPTION <br /> 0955 <br /> S6 �< <br /> 57 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> I 58 Dense, moist, light orange-brown, fine grained, poorly <br /> 59 graded SAND (SP) <br /> 42 IW6-1?- - -Moderate odor 950 <br /> -- 60 1006 <br /> 61 <br /> 62 <br /> 63 =- <br /> 64 42 W6-13 <br /> 65 1030 _Becomes wet -- <br /> 66 <br /> 67 _ <br /> 58 — <br /> 69 74 W6-14 -- l0 <br /> 70 1035 <br /> 71 Stiff, very moist, olive-brown and orange-brown, <br /> mottled Sandy CLAY trace black weathered gravel <br /> 72 clasts (CL) <br /> 73 - <br /> 74 58 W6-15 <br /> 1048 Stiff, moist, dark brown, CLAY (CL) 2.5 <br /> 75 — ---- _ <br /> 76 BORING TERMINATED AT 75 FEET <br /> 77 <br /> 78 <br /> 79 <br /> 80 <br /> 81 <br /> 82 <br /> 83 <br /> 84 <br /> Figure A-12, log of Boring MW 6 SYD <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 />