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PROJECT NO. S8100-06-1 1 A <br /> } BORING/WELL NO. _mw 7 <br /> ~ ��LL J of 64.0 — <br /> WHw U j(nc\n � Z = DATE DRILLED {/25/95 WATER LEVEL (ATD) _ WELL IEAD5PACE <br /> ❑ LL- Z W J � h CONSTRUCTION (PPM) <br /> � m J EQUIPMENT MOBILE B-61H.S.A DRILLER_WE:STEX <br /> SOIL DESCRIPTION <br /> S6 0900 �. <br /> I. 'x < A" <br /> 58 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 59 39 W7-12 Dense, moist, light orange-brown, fine grained, poorly 190 <br /> 60 0915 graded SAND trace clay (SP) <br /> 61 -Slight odor <br /> 62 <br /> 63 - <br /> - 2 <br /> 64 52 W7-13 -Becomes wet 210 <br /> 65 0934 — <br /> 66 <br /> 67 <br /> 58 <br /> 69 37 W7_14 Dense, saturated, olive-brown, medium to coarse, 15 <br /> 70 0943 poorly graded SAND (SP) <br /> 71 — <br /> 72 <br /> 73 Stiff, moist, olive-brown, CLAY <br /> 74 W7-15 <br /> 0952 10 <br /> 77 <br /> 76 -Becomes olive-brown to brown <br /> 77 - <br /> 78 BORING TERMINATED AT 77 FEET <br /> 79 <br /> 80 <br /> 81 <br /> 82 <br /> 83 <br /> 84 <br /> Figure A-15, log of Boring MW 7 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 />