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F[Oi0� GROUNDWATER <br /> 0❑ TECHNOLOGY, INC. M on i torir�9 Well 1 15 <br /> ~~ Drilling Lag <br /> Description/Soil Classification <br /> g, (Color, Texture, structures) <br /> p Brown, very fine sandy silt with some micas <br /> -a• ML (stiff, moist, no product odor)(cont'd.). <br /> (grades medium to coarse sandy silt) <br /> 58 M (grades abundant micas) <br /> oCz ND Brawn, medium sand with abundant micas dense, <br /> 60 o wet, no product odor)„ <br /> 62 <br /> �1:; (grades iron stained) <br /> (grades moist) <br /> 64 !. •• Brown silty, very fine sand with abundant micas <br /> ND SM ' (dense, moist, no product odor). <br /> 66 ML, Brown, very fine sandy silt with some coarse sand <br /> (stiff, wet, no product odor). <br /> 88 Brown, silty, very fine sand with abundant micas <br /> ' SM; and some coarse sand lamina up to 0.5—foot <br /> :17 thick (dense, wet, no product odor). <br /> 70 t• ND (grades some clay) <br /> ACL Brown, silty clay with no micas (stiff, wet, <br /> no product odor). <br /> 72 Brown, clayey silt with some clay lamina up to <br /> ML 5mm thick (stiff, wet, no product odor). <br /> 74 © P <br /> End of boring; Installed monitoring well. <br /> ". 76 <br /> 78 <br /> 82 <br /> 84 <br /> �- 86 <br /> MARCH 21rt. 1no - RCV. G Page-3of 3 <br />