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CORE BORING REPORT <br />= <br />- Boring No. LHP-12 <br />_ <br />~ Sheet No. 2 of 2 <br />= Project: Loveland Ready Mix Slurry W all File No. 107021-000 <br />~ Start: June 24, 2007 <br />Client: Compass Environmental <br />- Finish: June 24, 2007 <br />___ Contractor: Dakota Drilling Duller: Josh <br /> LH Rep.: S. Harvey <br /> <br /> <br />a c <br />r <br />a <br /> <br />6 <br /> <br />~ <br /> <br />,-, ro z <br />2 <br />'E <br /> <br />r <br /> <br />m <br />LE ° <br />°~, ; Q <br />„ ~ Z <br />o Z, c 3 <br />o o o <br />~ mN <br />mN <br />Visual-Manual Identification and Description a <br />~ .. . 7 <br />,w ° ~' ~ ~ o o t0 3 <br /> m <br /> (37°i° p°i°) <br /> -PIERRE SHALE- <br /> <br />30 -30 R-2 58" 47.5 2.5 SAME AS ABOVE. <br /> (97% (79%) Except becoming sandier. <br /> Soft, slightly weathered, medium gray, fine grain, clayey SANDSTONE (BR) Horizontal <br /> joints, moderate to wide spacing, nearly massive, tight, slightly rough, slightly irregular, <br /> slightly weathered. <br /> -Core broken to fii in box- <br />35 a5 SAME AS ABOVE -In core box- <br /> C-3 SOl2" <br /> End of exploration at 35.1 h <br /> ao <br />5 AS <br />50 -50 <br />ai -55 <br />NOTES: Soil identification based on visual-manual methods of tha USCS as practiced by Lyman Henn, Inc. BOfIllg NO. LHP-~ 2 <br />Maximum particle size (MPS) is determinetl by direct observation within the limitations of the sampler. <br />