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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 />33 +00 <br />4655.8 <br />63.5 <br />4592.3 <br />67.1 <br />4588.7 <br />71.1 <br />4584.7 <br />34 +00 <br />4655.0 <br />66.6 <br />4588.4 <br />70.0 <br />4585.0 <br />74.0 <br />4581.0 <br />35 +00 <br />4654.2 <br />70.0 <br />4584.2 <br />72.5 <br />4581.7 <br />76.5 <br />4577.7 <br />Boring LH -8 @ Approximate Station 35 +10 <br />36 +00 <br />4654.0 <br />69.0 <br />4585.0 <br />72.3 <br />4581.7 <br />76.3 <br />4577.7 <br />37 +00 <br />4654.0 <br />68.1 <br />4585.9 <br />72.1 <br />4581.9 <br />76.1 <br />4577.9 <br />38 +00 <br />4653.6 <br />67.0 <br />4586.6 <br />72.0 <br />4581.6 <br />76.0 <br />4577.6 <br />Boring LH -9 @ Approximate Station 37 +70 <br />39 +00 <br />4653.3 <br />67.4 <br />4585.9 <br />71.4 <br />4581.9 <br />75.4 <br />4577.9 <br />40 +00 <br />4653.3 <br />67.6 <br />4585.7 <br />70.9 <br />4582.4 <br />74.9 <br />4578.4 <br />41 +00 <br />4653.0 <br />67.7 <br />4585.3 <br />70.2 <br />4582.8 <br />74.2 <br />4578.8 <br />Boring LH -10 @ Approximate Station 41 +70 <br />42 +00 <br />4653.0 <br />68.0 <br />4585.0 <br />70.0 <br />4583.0 <br />74.0 <br />4579.0 <br />43 +00 <br />4652.5 <br />66.4 <br />4586.1 <br />69.4 <br />4583.1 <br />73.4 <br />4579.1 <br />44 +00 <br />4652.0 <br />65.1 <br />4586.9 <br />68.8 <br />4583.2 <br />72.8 <br />4579.2 <br />45 +00 <br />4652.3 <br />64.6 <br />4587.7 <br />69.1 <br />4583.2 <br />73.1 <br />4579.2 <br />Boring LH -11 @ Approximate Station 45 +70 <br />46 +00 <br />4653.3 <br />65.0 <br />4588.3 <br />70.0 <br />4583.3 <br />74.0 <br />4579.3 <br />47 +00 <br />4652.9 <br />64.5 <br />4588.4 <br />68.9 <br />4584.0 <br />72.9 <br />4580.0 <br />48 +00 <br />4652.8 <br />64.3 <br />4588.5 <br />68.2 <br />4584.6 <br />72.2 <br />4580.6 <br />49 +00 <br />4652.0 <br />63.3 <br />4588.7 <br />66.2 <br />4585.8 <br />70.2 <br />4581.8 <br />50 +00 <br />4651.8 <br />63.0 <br />4588.8 <br />66.0 <br />4585.8 <br />70.0 <br />4581.8 <br />Boring LH -12 @ Approximate Station 50 +05 <br />51+00 <br />4652.3 <br />63.6 <br />4588.7 <br />67.0 <br />4585.3 <br />71.0 <br />4581.3 <br />52 +00 <br />4652.8 <br />64.3 <br />4588.5 <br />68.0 <br />4584.8 <br />72.0 <br />4580.8 <br />Boring 13 @ Approximate Station 52 +70 <br />53 +00 <br />4653.3 <br />65.0 <br />4588.3 <br />69.0 <br />4584.3 <br />73.0 <br />4580.3 <br />54 +00 <br />4652.8 <br />65.5 <br />4587.3 <br />69.0 <br />4583.8 <br />73.0 <br />4579.8 <br />55 +00 <br />4654.0 <br />67.5 <br />4586.5 <br />70.6 <br />4583.4 <br />74.6 <br />4579.4 <br />56 +00 <br />4653.6 <br />67.8 <br />4585.8 <br />70.6 <br />4583.0 <br />74.6 <br />4579.0 <br />Boring LH -56 @ Approximate Station 56 +70 <br />57 +00 <br />4652.2 <br />67.0 <br />4585.2 <br />69.5 <br />4582.7 <br />73.5 <br />4578.7 <br />58 +00 <br />4654.9 <br />68.6 <br />4586.3 <br />71.1 <br />4583.8 <br />75.1 <br />4579.8 <br />59 +00 <br />4654.5 <br />67.3 <br />4587.2 <br />69.8 <br />4584.7 <br />73.8 <br />4580.7 <br />60 +00 <br />4656.6 <br />68.5 <br />4588.1 <br />71.0 <br />4585.6 <br />75.0 <br />4581.6 <br />Boring LH -15 @ Approximate Station 60 +80 <br />61+00 <br />4653.8 <br />65.0 <br />4588.8 <br />67.5 <br />4586.3 <br />71.5 <br />4582.3 <br />62 +00 <br />4655.1 <br />65.8 <br />4589.3 <br />68.5 <br />4586.6 <br />72.5 <br />4582.6 <br />63 +00 <br />4654.0 <br />64.3 <br />4589.7 <br />67.0 <br />4587.0 <br />71.0 <br />4583.0 <br />64 +00 <br />4654.6 <br />64.5 <br />4590.1 <br />67.4 <br />4587.2 <br />71.4 <br />4583.2 <br />Boring LH -16 @ Approximate Station 64 +85 ,,,,,, <br />TABLE HI <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 2 of 3 <br />11 <br />
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