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-'-' <br />_ CORE BORING REPORT Boring No. LHP-10 <br />_ Sheet No.2of2 <br />- ~ <br />_ - Project: Loveland Ready Mix Slurry Wall File No. 707021-000 <br /> Start: June 18, 2007 <br />Client: Com ass Environmental <br />P Finish: June 20, 2007 <br />-__ _ Contractor: Dakota Ddlling Driver. Josh/JusSn <br /> LH Rep.: G. Snyder <br /> <br />N <br />a c <br />L <br />a <br /> <br />o <br />C <br />..., <br /> <br />^~ z <br />2 <br />~E <br />T <br />t <br /> <br />E <br />m <br />tE° <br />d y ; ~ <br />„ z Z <br />a Z` ~, 3 <br />o o m <br />~ mN <br />o,~ <br />Visual-Manual Identification and Description m <br />O <br />w E v ~ o ~° m m~ ~ <br />' ~ N ~ ~ o N` 3 <br /> <br /> -PIERRE SHALE- <br /> Becoming sandier with depth. sandy CLAYSTONE at 28.5 ft. <br /> a]as <br /> R-2 52" 43" 3.2 Soft, slightly weathered, medium gray, very fine to floe grained, clayey SANDSTONE, close <br /> (87% (72%) to moderately spaced. Hodzontal joints, tight to partly open, smooth to slightly rough, planar, <br />so slightly weathered. <br /> 4]80 <br /> R-3 54" 48.5" 2.2 Soft, slightly weathered, medium gray, clayey SANDSTONE (BR). No diswntinuities. <br /> (90% (81%) Massive sample broken to fit into box. <br />ss <br /> ans <br /> End of exploration at 39 ft <br /> ana <br />s <br /> 1]6- <br />50 <br /> <br />i5 a]60 <br />NOTES: SOiI identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. Bonn No. LHP-10 <br />g <br />Maximum particle size (MPS) is determined by direct observation within the limitations of the sampler. <br />