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BORING LOG <br /> BORING NUMBER: -7 Page 6 of 8 <br /> Corral Hollow Landfill JOB NUMBER: 01203011.02 <br /> Depth Sample Information <br /> o Completion Detail <br /> m <br /> `m _ <br /> U) Description <br /> nm �� C � E UvNi a <br /> E 4? mo m = 0 o > a U)@ 2 <br /> U)-j <br /> fn Z Co 0 O a Z)U C9 <br /> 290 SW Medium to coarse sand,traces of fine sand and clay, 9 <br /> 89 multicolored grains. <br /> 90 295 SW Fine gravel,coarse sand,some fine to medium sand, 9 <br /> traces of day,dark grey to multicolored grains. <br /> 91 <br /> ' e®.• <br /> 300 GW �® Coarse sandy fine gravel,little fine to medium sand, 300 <br /> grout y bentonite <br /> A.U.6 traces of day,dark grey to multicolored grains. <br /> 92 <br /> ,e <br /> 93 305 SC Clayey coarse sand,some fine to medium sand, 0 <br /> some fine gravel,dark grey to light brown. <br /> 94 2/12 sand <br /> 310 SC Clayey coarse sand,some fine to medium sand, 1 <br /> 95 some fine gravel,dark grey to light brown. <br /> 96 315 CL Fine sandy clay,approximate 50:50,few coarse 1 <br /> sands,light brown. <br /> 97 <br /> 320 SW Coarse sand,some fine sand and some clay,few fine 2 sch 40 ed PVC 0 .020" <br /> 98 gravels,dark grey to multicolored grains. <br /> 99 325 SW Medium to coarse sand,some fine sand,multicolored 2 <br /> ' -...' grains. <br /> 100 <br /> 330 SW Medium to coarse sand,some fine sand,multicolored 3 <br /> ' 101 grains. <br /> 0 <br /> F 102 3 <br /> 335 0 <br /> SC Clayey coarse sand,some fine to medium sand,dark <br /> grey to light brown. <br /> d Portland cement <br /> 103 grout <br /> 0 <br /> rN <br /> a 340 SC Clayey coarse sand,some fine to medium sand,dark <br /> q 104 grey to fight brown. <br /> casing frsanom 335 to <br /> 353' <br /> o <br /> U 105 345 <br /> 0SW :_ Coarse sand,some fine to medium sand,some clay, <br /> o dark grey/multicolored grains. <br /> i <br /> 106 <br /> oVolclay <br /> a bentonite <br /> y 350 <br />