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2011-08-01_REVISION - M1978210 (15)
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2011-08-01_REVISION - M1978210 (15)
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Last modified
6/16/2021 6:12:51 PM
Creation date
8/4/2011 9:37:26 AM
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Template:
DRMS Permit Index
Permit No
M1978210
IBM Index Class Name
REVISION
Doc Date
8/1/2011
Doc Name
Submittal
From
Weld County
To
DRMS
Type & Sequence
TR3
Media Type
D
Archive
No
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Proposed <br />Slurry Wall <br />Station <br />Ground <br />Surface <br />Elevation <br />Estimated <br />Depth to <br />Top of <br />Weathered <br />Bedrock <br />Estimated <br />Elevation of <br />Top of <br />Weathered <br />Bedrock <br />Estimated <br />Depth to <br />Top of <br />Fresh <br />Bedrock <br />Estimated <br />Elevation of <br />Top of <br />Fresh <br />Bedrock <br />Estimated <br />Depth to <br />Bottom of <br />Slurry Wall <br />(Key) <br />Estimated <br />Elevation of <br />Bottom of <br />Slurry Wall <br />(Key) <br />(feet) <br />(feet) <br />(feet) <br />(feet) <br />(feet) <br />(feet) <br />(feet) <br />0 +00 <br />4655.9 <br />51.1 <br />4604.8 <br />54.0 <br />4601.9 <br />58.0 <br />4597.9 <br />Boring LH -18 @ Approximate Station 0 +95 <br />1+00 <br />4656.2 <br />52.0 <br />4604.2 <br />54.0 <br />4602.2 <br />58.0 <br />4598.2 <br />2 +00 <br />4657.0 <br />54.7 <br />4602.3 <br />57.0 <br />4600.0 <br />61.0 <br />4596.0 <br />3 +00 <br />4657.4 <br />56.9 <br />4600.5 <br />59.4 <br />4598.0 <br />63.4 <br />4594.0 <br />4 +00 <br />4657.7 <br />59.1 <br />4598.6 <br />61.9 <br />4595.8 <br />65.9 <br />4591.8 <br />Boring LH -1 @ Approximate Station 4 +95 <br />5 +00 <br />4656.9 <br />60.0 <br />4596.9 <br />63.0 <br />4593.9 <br />67.0 <br />4589.9 <br />6 +00 <br />4657.9 <br />60.7 <br />4597.2 <br />63.8 <br />4594.1 <br />67.8 <br />4590.1 <br />7 +00 <br />4658.3 <br />60.9 <br />4597.4 <br />64.2 <br />4594.1 <br />68.2 <br />4590.1 <br />8 +00 <br />4659.5 <br />61.8* <br />4597.7 <br />65.2* <br />4594.3 <br />69.2* <br />4590.3 <br />9 +00 <br />4662.0 <br />64* <br />4598 <br />67.5* <br />4594.486 <br />71.5* <br />4590.486 <br />Boring LH -2 @ Approximate Station 9 +25 <br />10 +00 <br />4662.2 <br />64.4* <br />4597.8 <br />67.7* <br />4594.5 <br />71.7* <br />4590.5 <br />11 +00 <br />4662.3 <br />64.8* <br />4597.5 <br />67.9* <br />4594.4 <br />71.9* <br />4590.4 <br />12 +00 <br />4662.1 <br />65* <br />4597.1 <br />67.8* <br />4594.3 <br />71.8* <br />4590.3 <br />13 +00 <br />4661.8 <br />65* <br />4596.8 <br />67.5* <br />4594.293 <br />71.5* <br />4590.293 <br />Boring LH -3 @ Approximate Station 13 +25 <br />14 +00 <br />4660.8 <br />63.7* <br />4597.1 <br />66.4* <br />4594.4 <br />70.4* <br />4590.4 <br />15 +00 <br />4659.8 <br />62.2* <br />4597.6 <br />65.4* <br />4594.4 <br />69.4* <br />4590.4 <br />16 +00 <br />4659.0 <br />61* <br />4598 <br />64.5* <br />4594.5 <br />68.5* <br />4590.5 <br />17 +00 <br />4658.7 <br />60* <br />4598.7 <br />64* <br />4594.656 <br />68* <br />4590.656 <br />Boring LH -4 @ Approximate Station 17 +30 <br />18 +00 <br />4658.4 <br />57.1* <br />4601.3 <br />61.6* <br />4596.8 65.6* 4592.8 <br />19 +00 <br />4657.5 <br />52.1 <br />4605.4 <br />57.4 <br />4596.8 65.6* 4592.8 <br />20 +00 <br />4657.3 <br />47.8 <br />4609.5 <br />53.9 <br />4603.4 <br />57.9 <br />4599.4 <br />21+00 <br />4657.1 <br />43.5 <br />4613.6 <br />50.4 <br />4606.7 <br />54.4 <br />4602.7 <br />Boring LH -5 @ Approximate Station 21 +80 <br />22 +00 <br />4657.0 <br />40.0 <br />4617.0 <br />47.5 <br />4609.5 <br />51.5 <br />4605.5 <br />23 +00 <br />4656.3 <br />38.0 <br />4618.3 <br />45.6 <br />4610.7 <br />49.6 <br />4606.7 <br />24 +00 <br />4656.1 <br />36.7 <br />4619.4 <br />44.4 <br />4611.7 <br />48.4 <br />4607.7 <br />25 +00 <br />4656.7 <br />36.1 <br />4620.6 <br />44.0 <br />4612.7 <br />48.0 <br />4608.7 <br />26 +00 <br />4657.0 <br />35.0 <br />4622.0 <br />43.0 <br />4614.0 <br />47.0 <br />4610.0 <br />Boring LH -6 @ Approximate Station 26 +20 <br />27 +00 <br />4657.0 <br />38.8 <br />4618.2 <br />46.2 <br />4610.8 <br />50.2 <br />4606.8 <br />28 +00 <br />4656.6 <br />43.1 <br />4613.5 <br />49.8 <br />4606.8 <br />53.8 <br />4602.8 <br />29 +00 <br />4657.0 <br />48.1 <br />4608.9 <br />54.1 <br />4602.9 <br />58.1 <br />4598.9 <br />30 +00 <br />4657.0 <br />55.0 <br />4602.0 <br />60.0 <br />4597.0 <br />64.0 <br />4593.0 <br />Boring LH -7 @ Approximate Station 30 +50 <br />31+00 <br />4656.8 <br />56.8 <br />4600.0 <br />61.5 <br />4595.3 <br />65.5 <br />4591.3 <br />32 +00 <br />4656.2 <br />60.1 <br />4596.1 <br />64.3 <br />4591.9 <br />68.3 <br />458.7 7/ <br />TABLE III <br />SUMMARY OF ESTIMATED BEDROCK DEPTHS FOR CONSTRUCTION <br />SOIL BENTONITE CUTOFF WALL FOR <br />GEISERT GRAVEL PIT <br />SLURRY WALL DESIGN <br />GREELEY, COLORADO <br />Notes: <br />1. Key -in depth assumes 4 ft key into competent bedrock. <br />2. Depths are estimated based on interpolation between borings. <br />3. Actual depths to be determined based on conditions encountered during excavation. <br />Page 1 of 3 <br />11 <br />
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