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PROJECT NO. S8100-06-IIB <br /> I- w 0 BORING/WELL NO. _._MAY in <br /> I—W J O — <br /> WID <br /> HW N E Z Y DATE DRILLED 1/29/96 _WATER LEVEL (ATD) 62.0 WELL HEAD PACE <br /> ❑ LL Z W J N F— CONSTRUCTION (PPM) <br /> a- m J EQUIPMENT Mobile B-61 H.S.A. DRILLER V& W <br /> SOIL DESCRIPTION <br /> 39 MW10- 4 <1 <br /> 56 I I <br /> 1535 <br /> 57 .� <br /> 58 <br /> - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -------- <br /> - 59Dense, moist, orange-brown, fine grained, poorly <br /> 60 graded SAND (SP) <br /> 42 MW 10- 10 <br /> 61 12 <br /> 1550 <br /> 62 - <br /> 63 -Becomes saturated <br /> 64 <br /> 65 48 MWIO- — <1 <br /> 66 13 <br /> 1615 <br /> 67 <br /> 68 <br /> 69 <br /> 70 57 MW 10- -Becomes fine to medium sand, weak odor 80 <br /> 71 14 <br /> 1630 _ <br /> 72 <br /> 73 <br /> 74 <br /> 75 46 MW10- <1 <br /> 76 15 <br /> 1640 =_ <br /> 77 Stiff, wet, olive-brown, Sandy CLAY (CL) <br /> 78 <br /> 79 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> Dense saturated orange-brown, fine grained SAND <br /> 80 with some silt (SP) <br /> 46 MW10- / j/ <1 <br /> 81 16 <br /> 1700 -- <br /> 82 BORING TERMINATED AT 81.5 FEET <br /> 83 <br /> 84 <br /> Figure A-6, log of Boring MW 10 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 />