Replacement of valving and piping at Low Lift Pump Station. Electrical upgrades at same. Effluent Filter piping, valving, and sluice gate replacement. Filter Improvements. Non Potable Water Upgrades.
Construction of a new Vacuum Receiving Facility at Zone 2. The work will include sitework, excavation, concrete and structural steel construction. The project will also include some electrical and minor piping work.
Ongoing contract for installation of large water and sewer services as requested for commercial/residential use. Also includes opportunities for short street main extensions (< 100′), fire hydrant relocations and dismantlements as related to new requests.
Ongoing contract for installation of large water and sewer services as requested for commercial/residential use. Also includes opportunities for short street main extensions (< 100′), fire hydrant relocations and dismantlements as related to new requests
Ongoing contract for installation of small water and sewer services as requested for commercial/residential use(< 1 1/2″).
This project is bordered by Old Plank Road to the north, Bellhaven Boulevard to the south, Larkhaven Road to the east and West Laporte Drive to the west. The drainage system consists of open channel and closed pipe systems underneath City maintained roads. Significant erosion and numerous sink holes have been observed. It has been identified that failing infrastructure exists underneath City maintained roads and the DM-team has made several intermediate repairs where ends of pipe systems have fallen off into the open channels. Additionally, transverse roadway overtopping has been identified at Ravenswood Road and Balfour Lane. There are existing A priority requests as far back as 2005.
This project consists of two culverts in series under Cedarbrook Drive and Denbur Drive. Both culvert crossings consist of triple barrel corrugated metal pipe systems. This is a project that was identified by the Asset Management Team and both culvert crossings are active failing and preliminary calculations show that the culverts are also undersized.
This project is located near the intersection of Bonwood Drive and South Wendover Road. A previous DM-Team project replaced 100 linear feet of corrugated metal pipe under Bonwood Drive near 3853 Bonwood Drive due to system failure. Evidence of surface failure in the yard at 3853 Bonwood Drive exists upstream and Asset Management has recently identified deteriorating system downstream under Bonwood Drive. Crawl space flooding has also been identified at 2205 Wrenwood Pond Court due to lack of storm drainage infrastructure to intercept runoff from Wendover Park Lane.
The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. This project is under review. Location and project details will be provided after review is complete.