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t <br /> In December 2003, Council authorized a$30,000 agreement with BGM to provide <br /> engineering services for a route study and project plan to extend a water distribution main <br /> from the SWTP to the elevated tanks. The water main improvements are recommended by <br /> the Water System Master Plan prepared by Strand in 2002. This project consists in the <br /> construction of a 30 inch diameter water main from the SWTP to Garfield Avenue on Martin <br /> Luther King Jr. Drive; a 16 inch diameter water main from the 30 inch water main to the <br /> Division Street Tank; and a 16 inch diameter water main from the 30 inch water main to the <br /> Garfield Avenue Tank. Benefits of the project consist in increasing the pumping capacity <br /> and efficiency of the high service pumps at the SWTP; reducing significant losses in <br /> hydraulic grade line within the water distribution system; and improving the system pressure <br /> in the eastern portion of the City. <br /> This Agreement covers engineering services for a preliminary study for evaluating <br /> alternative routes for the water mains, prepare budget cost estimates and select the best <br /> option. In addition, BGM will provide assistance in the preparation of an application for an <br /> IEPA loan. The amendment to the Agreement covers increase effort in the preparation of <br /> the application for the IEPA Low Interest Loan. <br /> In October 2004, Council authorized a$285,000 agreement with BGM to provide <br /> engineering services for the preparation of construction plans, specifications, and <br /> construction contract documents based on the best option from the Route Study and Project <br /> Plan. Over the course of the detailed design of the project the following modifications have <br /> been identified for incorporation into the project: <br /> • Redundant high service pump discharge <br /> This component includes connecting the existing high service discharge header <br /> located in the basement of the South Water Treatment Plant and creating a second <br /> discharge line to connect to the water distribution network on Marion Avenue <br /> thereby increasing the reliability of the system. <br /> • Alternate routing of the 16 inch water main at Oakland and Cushing <br /> Difficulty in acquiring easements along the original section of the water main <br /> alignment resulted in rerouting the water main <br /> • Addition of pressure transmitters for pressure zone monitoring <br /> This equipment will enable the water plant staffto monitor real time pressure of the <br /> system at the interface with the South Pressure Zone. <br /> • Fiber Optic Cable between the SWTP and the Garfield Avenue Water Tank <br /> A PVC conduit will be installed in a common trench during the water main <br /> construction. Eventually a fiber optic cable will be extended to interconnect all the <br /> major City facilities including but not limited to the SWTP, the Civic Center, <br /> Firehouse No. 1 and the Municipal Service Center. Installing the conduit in the same <br /> trench as the water main will provide considerable savings over installing it at a later <br /> date. <br /> Page � 2 <br />