Attachments.pdf

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Attached to
Drainage Basin Installation, Mansfield Hollow Dam, Mansfield, CT
Solicitation number
W912WJ26QA113
Issued by

About this file

This document is an informational photo set for the Entrance Drainage Basin project at Mansfield Hollow Dam in Mansfield Center, Connecticut, operated by the U.S. Army Corps of Engineers.

The project addresses stormwater drainage issues at the MHL Visitor Parking lot, where water runoff from the parking area currently flows uncontrolled through a drainage grate and pipe system, causing sediment erosion and vegetation damage in the field in front of Kirby Mill. The proposed solution calls for construction of a 25-foot by 25-foot drainage basin featuring a bowl-shaped rip-rap inner section designed to slow water velocity and moderate the release of stormwater, reducing erosion and environmental impact. The work involves site preparation, excavation to create the bowl-shaped configuration, placement of rip-rap material, and final grading to match surrounding grade. Site access is available via an approximately 20-foot-wide access point along a field road leading to the drainage location. Images include aerial views of the parking lot, the existing drainage grate, the pipe and spillway exit point, the erosion damage area, reference photos of the desired bowl-shaped rip-rap configuration, and site access photographs with location markers identifying various points on the property. The document serves as a visual reference for contractors to understand the project scope, existing conditions, and design intent.

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Other files

File Type Posted
Amendment W912WJ26QA113-0001.pdf PDF
Solicitation W912WJ26QA113.pdf PDF
Solicitation Survey 26QA113.pdf PDF

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Text version

ENTRANCE DRAINAGE BASIN

U.S. ARMY CORPS OF ENGINEERS

MANSFIELD HOLLOW DAM

MANSFIELD CENTER, CT

Informational Photos

Image 1: Aerial photo showing MHL Visitor Parking lot. Drainage area is located off to the left where the roadway starts to narrow.

Image 2: Picture showing downhill slope of parking lot that leads to drainage grate.

Image 3: Picture showing drainage grate where water consolidates from visitor parking lot.

Image 4: Picture showing where drainage exits into the field infront of Kirby Mill. Prolonged drainage without proper dispersion has led to both sediment erosion and an area of dead grass.

Image 5: Mach drawing showing the intended end result. Drainage area should be 25’X 25’ with a bowl-shaped rip-rap inner section to slow down and moderate the release of stormwater.

Image 6: Picture showing the pipe and spillway where water exits the drainage grate in the visitor parking lot.

Image 7: Picture showing an example of a bowl-shaped drainage ditch. Edges match grade and middle section reaches specified depth.

Image 7: Site Access Photo 1

Image 8: Site Access Photo 2: Access Point, Width approximately 20 feet

Image 9: Site Access Photo 3

File details come from the government source that posted it. Updated .