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<br />__ CORE BORING REPORT Boring No. LHP-9 <br />Sheet No.2of2 <br />Project: Loveland Ready Mix Slurry Wall Fite No. to7o22-00o i <br /> Start: June 18, 2007 <br />Client: Com ass Environmental <br />_ ~ P Finish: June 20, 2007 I <br />= Contractor: Dakota Dolling Driller: Josh/Justin <br /> LH Rep.: S. Harvey, G. Snyder (finish~i <br />N <br />z °o L <br />a°i <br />Z - <br />c~ C <br />E T <br />a <br />m <br />°N ; ° = a o o ~ m~ Visual-Manual Identification and Description <br />~ <br />~ E v ~ o ~ ~ m m~ ° <br />' <br /> <br /> Very soft, slightly weathered, medium gray, very fine grained, sandy clay-SHALE (BR), close <br /> to moderate joints. Horizontal joints, slightly rough, planar to irregular, slightly weathered. <br /> -PIERRE SHALE- <br /> a]oo R-2 56" 48" 2.8 Same as above, becoming sandier with depth. <br /> (93% (80%) <br />~ <br /> a]as R-3 0" 0" 0 Rock encountered at -34.5 ft, no change in depth for 37 min of drilling. Hole abandoned at <br /> (U%) (U%) lOiB hf5. <br />JS End of exploration at 34 ft. <br /> a]eo <br /> ans <br />s <br /> ono <br />so <br /> a]fi5 <br />55 <br />NOTES: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. BOnng NO. LFiP•8 <br />Maximum particle size (MPS) is tletermined by direct observation within the limitations of the sampler. <br />