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i <br /> 'RO.IECT NO S8 l 00-06-11 A <br /> > Lil BORING/WELL NO. mw 6 <br /> LLIHW W U) � Z DATE DRILLED 4 26 9b WATER LEVEL(ATD) 65 O� WELL tEADSPACE <br /> C3 u- ZLel 1. CONSTRUCTION (PPM) <br /> W to J EQUIPMENT MOBILE B-61 H S A DRILLER WESTEX <br /> MW SOIL DESCRIPTION <br /> 0955 1 I <br /> >00 <br /> 56 �. I <br /> 57 l <br /> 58 Dense, moist, light orange-brown, fine grained, poorly <br /> 59 graded SAND (SP) <br /> 42 W6-1 -Moderate odor 950 <br /> 60 1006 <br /> 61 <br /> 62 <br /> 63 <br />' 64 42 W6-13 <br /> 65 1030 1z-Becomes wet <br />' 66 <br /> 67 <br /> 68 <br /> 69 74 VIW6-14 10 <br /> 1 70 1035 - - - - - - - -- - - - - - - - - - - - _ -- - - -- - - - - - - - - - - - - - <br /> 71 Stiff, very moist, olive-brown and orange-brown, <br /> mottled Sandy CLAY trace black weathered gravel <br /> 1 72 clasts (CL) <br /> 73 <br /> 74 58 W6-1 5 <br /> 1 1048 Stiff, moist, dark brown, CLAY (CL) 25 <br /> 75 <br /> 76 BORING TERMINATED AT 75 FEET <br />' <br /> 77 <br /> 7$ <br /> 79 <br /> 80 <br />' 81 <br /> 82 <br /> 83 <br /> 84 <br /> Figure A-12, lag of Boring MW 6 SYD <br /> NOTE: TILE 101 OF SUBSURFACE CONDITIONS SHORN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH IOCATION AND <br /> AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />