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TEST BORING REPORT Baring No. LH-3 <br />~. Sheet No. 2 of 2 <br />Project: Loveland Ready Mix Slurry Wall File No. 107021-000 <br />' Start: April 9, 2007 <br />Client: Com ass Environmental <br />_ <br />_ ~ P Finish: April 9, 2007 <br />Contractor: Dakota Drilling Driller: Driver <br /> <br /> Casing Sampler Barrel Drillin <br />E <br />ment and Procedures <br />ui LH Rep.: G. Snyder <br /> g <br />q <br />p <br /> <br />Type <br />- <br />C, S <br />- <br />Rig Make & tvlodel:CME-55 Elevatlon: 4816.96 <br />Datum: na <br />Inside Diameter {in.) - 2. 1 3/8 - Drill Method:4 1/2" HSA Location: See Borin <br />Plan <br />Hammer Weight (Ib.) 140 - - Bit Type: Cutting Head Casing: None g <br />_ <br />Hammer Fali (in.) 30 - - HoisUHammer: Cat-Head Safety Hammer _ <br />to a] Lab orat or Resu lts <br />~ a <br />oe <br />a <br />Z v ~` <br />~ <br />Visual-Manual Identification and Description <br />E <br />^ <br />t <br />m <br />a m rn 3 <br />o c y <br />ci m~ <br />U m <br />m <br />y <br />C <br />Q y m ~ E ~ ~ N (Density/consistency, color, GROUP NAME, max. particle size, ~ ~ _ _ ,~ sN <br /> <br />W ~ <br />~ <br />m ~ <br />sVUCture, odor, moisture, optional descriptions, geologic interpretatlon) <br />0 <br />w <br />~ <br />~ <br />w ^ <br />a . <br />.. <br />~ <br />-y <br /> 3 ~ c7 ~ LL ~ a ~ ~ <br /> 479 <br /> SAME AS ABOVE. <br /> 3" 3" <br /> SAME AS ABOVE. <br /> 2" Z" End of exploratlon at 29.2 ft. <br />so <br /> 47a <br />35 <br /> 47A <br />-0p <br /> 477 <br />d6 <br /> 477 <br />~Sp <br /> d76 <br />Maxiumum particle size is determined by direc[obsenrefion'eiMin the limitations of;he sampler LH-3 <br />B <br />i <br />N <br /> or <br />ng <br />o. <br />NOTE: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Henn. Inc. <br />