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2016-03-25_REVISION - M1989029
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2016-03-25_REVISION - M1989029
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Last modified
6/15/2021 5:44:25 PM
Creation date
3/28/2016 10:03:02 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1989029
IBM Index Class Name
Revision
Doc Date
3/25/2016
Doc Name
Application AM04
From
Aggregate Industries - WCR, Inc.
To
DRMS
Type & Sequence
AM4
Email Name
PSH
WHE
Media Type
D
Archive
No
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It is noted that City funds are not able to be used on private parcels. The City is supporting the private <br /> land owners in the area through coordination with other potential funding providers. <br /> Bank Protection Improvements <br /> The first type of bank protection consists of laying back the banks to a slope of 4H:1V or flatter. Type M <br /> soil riprap (D50 = 12 inches) or Type VH void filled riprap (D50 = 24 inches) would be placed along the <br /> bank for erosion protection and would extend downward and be keyed in below the channel invert.The <br /> second type of bank projection consist of laying back the banks to a 4H:1V slope or flatter and <br /> incorporates root wads placed strategically along the creek banks near the water surface elevation to <br /> provide habitat and sanctuary for fish and aquatic species, and allow for an increase in biodiversity. <br /> Areas of root wads could have either buried riprap or soil lifts to help protect the bank slopes. The third <br /> type of bank stabilization would consist of regrading portions of the banks to a 4H:1V slope or flatter <br /> and placing native vegetation. <br /> Other Improvements <br /> The pre-flood St. Vrain Creek breached its south bank in three locations. The three breach locations will <br /> be repaired using the bank stabilization techniques discussed above. <br /> The City is repairing an existing pedestrian bridge damaged in the 2013 flood and installing a new <br /> pedestrian bridge. The existing bridge crosses the pre-flood St. Vrain Creek channel immediately <br /> downstream of the confluence with Spring Gulch #2.The repaired trail would be constructed directly to <br /> the south where a new pedestrian bridge would be constructed over the post-flood St. Vrain Creek <br /> channel.The trail will continue to the south and reconnect the greenway path. <br /> The buried riffle drop structure consists of void-filled Type VH riprap (D50 = 24 inches) and is located in <br /> the St. Vrain Creek post-flood alignment at the pedestrian bridge. No grout is included in the riffle drop <br /> structure and the slope of the drop is approximately 2%to allow for fish passage. <br /> A U.S. Army Corps of Engineers 404 permit is being obtained for the project. Native upland and riparian <br /> vegetation will be used to revegetate repaired and disturbed areas, to both give nature a jump start <br /> towards restoration and to be in compliance with the 404 permit. <br /> Agency Coordination <br /> The City has or is coordinating the proposed Resilient St. Vrain Project improvements with the following <br /> agencies and companies: <br /> • Federal Emergency Management Agency (NEPA Environmental Assessment and FEMA <br /> floodplain mapping changes) <br /> • U.S. Army Corp of Engineers (404 Permit) <br /> • U.S. Fish and Wildlife Service <br /> • U.S. Environmental Protection Agency <br /> • Boulder County <br /> • Weld County <br /> • Colorado Division of Reclamation, Mining, and Safety <br /> • Colorado Parks and Wildlife <br /> • Colorado Department of Public Health and Environment <br /> • Colorado Division of Water Resources <br /> 2 <br />
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