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ROJECT NO SS I00-06-11 A <br /> W BORING/WELL NO. M 7 <br /> WHW I j A u\�i r J DATE DRILLED 4 Z6 96 WATER LEVEL (ATD) �4 O WELL HfADSPACE <br /> C] 1L Z W 3 CONSTRUCTION (ppM) <br /> W M m V EQUIPMENT MOBILE B-BI H S A DRILLER WESTEX <br /> a. <br /> SOIL DESCRIPTION <br /> 1750 Stiff, moist, olive-brown, Sandy CLAY trace silt (CL) <br /> 26 <br /> 27 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 28 Stiff, moist, yellow-brown, Clayey SILT trace fine <br /> 29 sand (ML) <1 <br /> 70 W7-6 <br /> 30 0750 <br /> 31 <br /> 32 - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - -- <br /> 33 { { Dense, moist, yellow-orange brown, Silty, fine SAND <br /> 34 40 7 <br /> trace clay (SM) <1 <br /> 35 800 { fi � <br /> j <br /> 36 <br /> 37 { - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 38 Ver dense, moist, light reddish-brown, Sandy CLAY <br /> (CL� <br /> 39 93 MW7-8 <1 <br /> 40 0812 <br /> 41 <br /> 42 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 43 Stiff, moist, light brown, Clayey SILT trace fine to <br /> coarse SAND (ML) <br /> 44 94 W7-9 <1 <br /> 45 0825 <br /> 46 <br /> 47 <br /> 48 <br /> 49 72 W7-1 3 5 <br /> SO 0839 Stiff, moist, light brown, Clayey SILT trace fine to <br /> S1 coarse sand (ML) <br /> 52 <br /> 53 - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 54 I Very dense, moist, light brown, Silty, fine grained 100 <br /> 75 W7-11 {- SAND trace clay (SM) <br /> Figure A-14, log of Boring MW 7 Continued Next Page 5YD <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 />