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Boring <br />Elevation <br />Total <br />. Depth of <br />Boring. <br />Depth to <br />Groundwater <br />GW elevation <br />Depth to <br />Top of <br />Weathered <br />Rock <br />BR <br />Elevations <br />Overburden <br />Thickness <br />Coarse <br />Alluvium <br />Thickness <br />LHP -1 <br />4657 <br />70.5 <br />9.0 <br />4648.0 <br />61.2 <br />4595.8 <br />5.0 <br />56.2 <br />LH -2 <br />4661 <br />75.3 <br />16.9 <br />4644.1 <br />65.0 <br />4596.0 <br />10.1 <br />54.9 <br />LH -3 <br />4662.5 <br />75.6 <br />18.0 <br />4644.5 <br />65.8 <br />4596.7 <br />10.3 <br />55.5 <br />LHP -4 <br />4658 <br />70.5 <br />12.5 <br />4645.5 <br />60.5 <br />4597.5 <br />15.3 <br />45.2 <br />LH -5 <br />4657 <br />50.4 <br />17.0 <br />4640.0 <br />40.0 <br />4617.0 <br />10.0 <br />30.0 <br />LH -6 <br />4657 <br />55.5 <br />16.9 <br />4640.1 <br />35.4 <br />4621.6 <br />5.0 <br />30.4 <br />LHP -7 <br />4657 <br />65.5 <br />13.4 <br />4643.6 <br />55.3 <br />4601.8 <br />5.0 <br />50.3 <br />LH -8 <br />4655 <br />80.3 <br />23.1 <br />4631.9 <br />70.0 <br />4585.0 <br />5.0 <br />65.0 <br />LH -9 <br />4653 <br />77.6 <br />19.4 <br />4633.6 <br />67.5 <br />4585.5 <br />10.0 <br />57.5 <br />LHP -10 <br />4653 <br />78.0 <br />13.6 <br />4639.4 <br />68.0 <br />4585.0 <br />5.0 <br />63.0 <br />LH -11 <br />4652 <br />75.8 <br />22.0 <br />4630.0 <br />65.7 <br />4586.3 <br />10.5 <br />55.2 <br />LH -12 <br />4652.5 <br />72.8 <br />19.8 <br />4632.7 <br />63.0 <br />4589.5 <br />5.0 <br />58.0 <br />LHP -13 <br />4653 <br />77.5 <br />12.7 <br />4640.3 <br />65.3 <br />4587.7 <br />5.0 <br />60.3 <br />LH -14 <br />4653 <br />78.0 <br />12.6 <br />4640.4 <br />67.0 <br />4586.0 <br />5.0 <br />62.0 <br />LH -15 <br />4655 <br />75.4 <br />14.5 <br />4640.5 <br />65.4 <br />4589.6 <br />5.6 <br />59.8 <br />LHP -16 <br />4652 <br />75.5 <br />13.3 <br />4638.7 <br />65.8 <br />4586.3 <br />5.0 <br />60.8 <br />LH -17 <br />4655 <br />59.4 <br />15.4 <br />4639.6 <br />49.0 <br />4606.0 <br />5.0 <br />44.0 <br />LH -18 <br />4657.5 <br />64.3 <br />12.1 <br />4645.4 <br />54.0 <br />4603.5 <br />10.0 <br />44.0 <br />m m m I m m N <br />TABLE I <br />SUMMARY OF TEST BORING RESULTS <br />GEISERT GRAVEL PIT <br />SLURRY WALL DESIGN <br />GREELEY, COLORADO <br />111025-001 <br />Average 4655.6 <br />71.0 <br />15.7 <br />4639. <br />Note: LHP -XX designates the boring locations where hydraulic conductivity of the bedrock was <br />determined by the use of a packer test. <br />G: \PROJECTS \111025 Geisert Gravel Pit Slurry Wall \O \O1 \Tables \Table I Summary of Test Boring Results.xls <br />