07/20/2010
Kevin York
816-969-1818
Sep 01, 2011 - Dec 01, 2011
In Design
$459,000
This project involves removal of the Arbores Pump Station and installation of approximately 2,000 feet of gravity line.
The pump station is 25 years old and requires significant maintenance and rehabilitation if use continues. Replacement with a gravity line will eliminate the need for maintenance and rehabilitation as well as ongoing operating costs to run a pump station.
07/20/2010
Kevin York
816-969-1818
Oct 01, 2010 - Oct 31, 2011
In Construction
$584,000
This sanitary sewer improvement project consists of completing the private I/I rehabiliation work identified in the Sewer System Evaluation Survey(SSES) in the identified sub-watersheds CC-16 and CC-20. These improvements consist of removal of ground water infiltration and inflow from home drain systems.
This project will serve existing customers by reducing I/I from these sources which will alleviate sanitary sewer overflows and backups in homes.
An intial 12 properties with I/I defects have been identifed by the Engineer and City staff, and will be involved in the City's Cedar Creek CC-16 and CC-20 Watershed Sub-basin Backup Prevention Program.
07/20/2010
David Lohe
816-969-1814
Jul 01, 2014 - Jul 01, 2016
Future
$1,959,000
This sanitary sewer improvement project consists of completing the private I/I rehabiliation work identified in the Sewer System Evaluation Survey (SSES) in the identified sub-watersheds CC-17 and CC-21. These improvements consist of removal of ground water infiltration and inflow from home drain systems.
This project will serve existing customers by reducing I/I from these sources which will alleviate sanitary sewer overflows and backups in homes.
07/20/2010
Ray Seidelman
816-969-1851
Mar 09, 2010 - Nov 01, 2010
In Design
$3,376,000
Segment 1 consists of replacing and upsizing approximately 9,481 lineal feet of sanitary sewer pipe ranging in size from 30-inch to 54-inch in diameter. This project is located in the Cedar Creek watershed between and including manhole 20-001 to manhole 28-276. Segment 2-1 consists of replacing and upsizing approximately 1,230 lineal feet of sanitary sewer pipe ranging in size from 30-inch to 36- inch in diameter. This project is located in the Cedar Creek watershed and including manhole 28- 276 to manhole 28-044. Segment 2-1 connects with Segment 1 at manhole 28-276.
The interceptor segments 1 and 2-1 have been identified in the Wastewater Master Plan (June 2007) as being undersized for the inability to convey predicted peak wet weather flows and not meet the future needs of development. The condition of the existing pipe system is a concern. Current flow monitoring of this sanitary sewer alignment indicated condition issues with this particular line.
The contractor has delivered pipe to the site. Manholes are expected by July 7, 2010. The contractor will begin work after the manholes are delivered.
07/21/2010
David Lohe
816-969-1814
Feb 01, 2014 - Aug 01, 2014
Future
$565,000
This sanitary sewer improvement project consists of the construction of 2,600 LF of sanitary sewer relief lines ranging in pipe size from 12-inches to 15-inches in diameter on the lower segments of the Cedar Creek Interceptor Subbasins CC-03 and CC-04.
The existing lines do not have capacity to convey the predicted peak wet weather sanitary sewer flows nor meet the future needs of development. The condition of the existing pipe system is also a concern. There has been at least one documented overflow in these subbasins.
07/20/2010
David Lohe
816-969-1814
-
Future
$1,000,000
This project involves improvements to existing sanitarysewer mains in the Cedar Creek watershed, primarily in the vicinity of M291 and US 50. The project will address over-capacity lines in the area in order to allow future redevelopment in the vicinity.
The lack of sanitary sewer capacity in this area is an obstacle to redevelopment. A federal grant was obtained through economic development contacts which will pay for just over half of the cost of the project.
07/20/2010
Ray Seidelman
816-969-1851
Sep 15, 2009 - Aug 26, 2010
In Construction
$1,200,000
Approximately 1.8 MG of storage for peak wet weather flows from the East Prairie Watershed (EPL). Phase 1 of this project will serve the existing Summit Mill subdivision as well as the Woods property that has been annexed into the City. The Excess Flow Holding Basin (EFHB) is required for development of Woods property and the EPL watershed. This project is fully funded by the Sewer Tap Fee. The developer of the annexed property will reimburse the City for a portion of the costs in accordance with the pre- annexation agreement.
This basin will serve exsiting and future customers by reducing peak wet weather flows to downstream sewers and reducing overflows.
The contractor has completed the access road and has installed the 24 inch pipes to the existing wet well.
07/20/2010
Kevin York
816-969-1818
Feb 01, 2011 - Jun 01, 2011
In Design
$150,000
This project involves rehabilitation of the excess flow holding basin at the Lee's Summit Road Lift Station. The initial project will be a study to recommend appropriate rehab measures. The project budget will be finalized once the study is complete.
The concrete-lined basin leaks and fills with groundwater, representing a source of I&I into the sanitary sewer system.
07/20/2010
Ray Seidelman
816-969-1851
Aug 01, 2009 - Sep 04, 2010
In Construction
$6,213,000
This project is the design of an excess flow-holding basin, a pump station structure, a force main, and two (2) gravity sewer lines in the vicinity southwest of the intersection of Ward Road and M-150 Highway. The basin and sewer will serve existing and new development in the area including the Stoney Creek, Parkwood, Meadows of Summit Ridge and Arbor Walk subdivisions.
The basin is needed to handle peak wet weather flows that exceed the capacity of the existing Little Blue Valley Sewer District line under Raintree Lake.
The contractor has completed all of the underground structures. The electrical building needs the roof installed. Restoration behind the homes will begin this fall.
07/21/2010
David Lohe
816-969-1814
-
In Design
$1,262,000
This sanitary sewer improvement project consists of the expansion of the existing Excess Flow Holding Basin capacity from 1.4 MG to 4.9 MG.
This project will increase the wet weather capacity at the existing basin and reduce the potential of overflows due to future development in the watershed.
07/21/2010
Ray Seidelman
816-969-1851
-
In Design
$548,000
This project involves a low pressure sewer system to serve unsewered areas around Prairie Lee Lake as a collaborative project with the residents of this community. The south phase of the project consists of approximately 7,700 feet of small diameter forcemain as the collection system. The residents served by the system will need to establish an improvement district to fund, maintain, and operate the improvements.
This project serves existing residents by providing a collection system to replace privately-owned and maintained septic systems.
07/23/2010
Kevin York
816-969-1818
Jul 20, 2011 - Sep 20, 2011
In Design
$160,000
This project involves stabilization of approximately 800 lf of the stream bank adjacent to the existing sanitary sewer line.
The stabilization is needed to protect the sewer line.
07/23/2010
Kevin York
816-969-1818
Nov 09, 2011 - Feb 09, 2012
In Design
$249,000
This sanitary sewer improvement project consists of the Todd George wet weather pump station to serve a residential area north of the Tudor Road Pump Station.
This project maximizes the use of the Tudor Road Pump Station EFHB (1.0 MG) and reduces the risk of sanitary sewer overflows and backups in the Mist subdivision.
