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Eliminating Red Run landslides

May 18, 2012

Perhaps prior pictures influenced design changes
between the Dequindre to Ryan section of the Red Run in Warren.

UPDATE as of late evening May 18, 2012
The remaining geotextile fabric has been put down covering the banks.
The birds seemed to be checking it out for seeds while the rabbits
ran across it at high speed enjoying the extra traction.

Government Directed Change under FAR 52.243-4.
Contractor is to expose the tiles and provide an extension thru the slope area
allowing the drainage to freely flow into the Red Run Drain.
Connection to the existing drain tiles shall be made using a fernco coupler
and provide pvc pipe of the same diameter in the necessary length to allow
drainage to freely flow down the bank slope.

Drainage Materials

Drainage Materials

Contractor Awardee:
SITE DEVELOPMENT, INC. (096967393)
30850 STEPHENSON HWY
MADISON HEIGHTS, MI 48071-1614

Contract Award Number:
W911XK-10-C-0026, Mod P00010

Solicitation Number: W911XK10R0037
Agency: Department of the Army
Office: U.S. Army Corps of Engineers
Location: USACE District, Detroit

https://www.fbo.gov/?s=opportunity&mode=form&tab=core&id=f35a0124b90daec98412195dc0c7a7fc&_cview=0

~~~~~~ CLICK with mouse for FULL size image

Bank modification

Bank modification


Improved Drainage

Improved Drainage

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  1. Red Run is critical infrastructure « Red Run

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