Project initiated to address a failing 48” CMP culvert. The culvert crosses a high hazard dam with deficiency’s that will be addressed by a private HOA. The city intends to install approx. 80LF of 48” RCP and tie into an existing concrete flume; remove and replace approx. 40LF of 15” RCP; add (1) DCB; add (2) CBs; add (1) winged headwall
1206 Georgetown
The project is bounded by Pondella Drive to the West and North, Georgetown Drive to the South and Rosada Ave to the East. The project involves storm drainage improvements along Georgetown Rd primarily with some improvements in intersections with Rosada Avenue and Pondella Drive.
Reece Rd
The project is bounded by the Park Rd Shopping Center to the South, Park Rd to the West, Arbor Lane to the North and Little Sugar Creek to the East. The project involves storm drainage improvements along Reece Rd primarily with some improvements in intersections with Park Rd and Arbor Lane.
Moorland Dr 3831
Moorland Dr is a double barrel culvert that is undersized. We are planning to upsize the culvert to a 12’x5’ box culvert
Collective AJ
Collective AJ will consist of 4 projects (2033 Teddington Dr, 435 Norwood Drive, 2316 Kilborne Dr, and 10513 Moss Mill Ln).
Wood Dale Ter 2022
Project consists of removing a gabion wall and replacing it with a new segmental block wall. Minimal stream impacts will be made only to install wall. Partial storm system in ROW will be removed and replaced with no outfall impacts.
2500 Briargrove Dr.
This project involves installing a closed drainage system down both Briargrove Dr. and Milton Rd. to reroute runoff from an existing stream. The proposed closed drainage system ties back into the existing culvert under Colby Pl.
718 Harwyn Dr.
Project proposed to replace an existing culvert system under Harwyn Dr. with 2 – 3×5 box culverts, as well as a pipe cleaning effort through the triple 54” RCP culvert at downstream Eaves Ln.
Village Lake Dr 2210
Project started due to surface depressions along roadway. City plans to remove and replace corrugated metal pipe with 83 linear feet (LF) of 8’ x 4’ reinforced concrete box culvert; remove and replace two headwalls; remove and replace 311 LF of 15″ reinforced concrete pipe (RCP); remove and replace 42 LF 24″ RCP; remove and replace 27 LF 18″ RCP; bank grading; and remove and replace 85 LF 10” ductile iron pipe of sewer.