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Marley Cooling Tower • Log of Boring NCWW-1 <br /> d <br /> v r c ? m m a. Well <br /> a c J 2 1p > 9L �- o Soil Description Construction <br /> w o a o <br /> o d E t $ o E <br /> w y c _ ¢ a w <br /> W ; in <br /> tSloughfrom <br /> ite seal <br /> i5 -55 No soil <br /> recovery <br /> i0 -60 As above. diameter <br /> le 40 <br /> nch <br /> i5 -65 Cont. SP:Sand with trace silt,strong brown(7.5YR4/6),moist, screen <br /> • fine to medium sand,5%silt,medium dense. <br /> ML: Clayey Silt with trace gravel,moist,65%silt,30%clay, <br /> '0 -70 5%fine gravel,very stiff. d <br /> HP-70-75. <br /> SM:Silty Sand,wet,fine to medium sand. <br /> ML:Clayey Silt some sand,strong brown (7.5YR6/4), <br /> '5 -75 Water moist,70%silt,20%clay, 10%fine sand,medium stiff, <br /> sample. abundant iron oxidation,some mica. <br /> SM:Silty Sand with trace clay,brown(7.5YR4/4), <br /> SO -80 saturated,70%fine sand,25%silt,5%clay,loose. <br /> CL: Silty Clay with some sand,strong brown(7.5YR6/4), <br /> moist,60%clay,20%silt, 10%fine sand,soft. <br /> nite <br /> Cont. SC:Clayey Sand with some silt,brown (7.5YR4/4),wet, ll <br /> 35 -85 60%very fine sand,30%clay, 10%silt, loose. Increase in <br /> clay content at 85 ft.bgs. h from-89 feet <br /> any ay wi grave,mois, o clay, o -ne o <br /> medium sand,20%fine gravel,stiff. <br /> • <br /> Project No. 3850244.020101 Log of Boring: TW-1 <br /> © M W H Page 2 of 2 <br />