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DROJECT NO. S8100-06-1 I B _ <br /> BODING/WELL NO. ��� <br /> I— En LL J <br /> WHW W zLd W 3 ¢ Z T DATE DRILLED WATER LEVEL (A1'D) G2.0' WELL HEADSPACE <br /> Z W J N H CONSTRUCTION (PPM) <br /> (L m J EQUIPMENT Mobile B-61 H.S.A. DRILLER V & W <br /> SOIL DESCRIPTION <br /> 62 MW9- -Becomes light brown >< 20 <br /> 11 <br /> 56 0948 <br /> XX <br /> 57 <br /> 58 <br /> 59 -- <br /> 60 32 MW9- <br /> 18 <br /> 61 12 <br /> 1005 <br /> 62 - <br /> 63 - <br /> 64 -Becomes saturated <br /> 65 34 MW9- —_ 20 <br /> 66 13 — <br /> 1020 <br /> 67 <br /> 68 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - ---- - -- : . <br /> 69 Hard, moist, olive-brown, Silty CLAY (CL) <br /> 70 <br /> 50/6 MW9- 16 <br /> 71 14 <br /> 1030 — <br /> 72 = <br /> 73 - <br /> 74 <br /> 75 50/6" MW9- i <br /> / 22 <br /> 76 <br /> 15 <br /> 1040 -Becomes tan-brown <br /> 77 <br /> 78 <br /> 79 <br /> 80 <br /> 50/4" MW9- �' / i� <br /> 28 <br /> 81 16 <br /> 1100 <br /> 82 BORING TERMINATED AT 81.5 FEET <br /> 83 <br /> 84 <br /> Figure A-3, log of Boring MW 9 SYD1 <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 />