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<br />II <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />-8- <br /> <br />Virtually no sidewalks and gutters exist in town, with the exception of <br />those recently constructed in the downtown area. Drainage ditches exist <br />throughout the town. <br /> <br />Public Works Equipment - Maintenance work is performed by a three-man <br />crew, using a 1976 10-yard dump truck, a 1969 motor-grader, a 1984 loader, and <br />a 1977 backhoe. <br /> <br />The backhoe and grader require continual repair and the foreman recom- <br />mends that they be replaced. <br /> <br />Police Department Vehicles - The Police Department leases two Chevrolet <br />S-10 Blazers and equips them with light bars, radio equipment, etc. <br /> <br />Parks - The town owns and maintains a several-acre park, located in the <br />west secti on of town, one block from Mai nStreet. <br /> <br />The park was destroyed during a flood in 1984; and through the efforts of <br />the Oak Creek Beaut ifi cat i on Committee, a new spri nk 1 er system and sod Ilere <br />installed in 1985. Playground equipment and picnic facilities have been <br />replaced or refurbished. Future plans include rebuilding the <br />restroom/concession building at a higher elevation. <br /> <br />Sewer - The Town of Oak Creek has been working toward enlarging and <br />improving their existing sewage treatment facilities since 1976. Present <br />facilities are overloaded and effluent discharges are not in compliance with <br />requirements of the NPDES permit. <br /> <br />The Town of Oak Creek's existing sewage treatment facilities were <br />upgraded from preliminary to secondary treatment in 1971 with the addition of <br />an aeration basin, chlorination facilities, and other miscellaneous items. <br />This work was mandated by the State Health Department to rectify the substan- <br />dard treatment of sewage in Oak Creek. The design capacity of this enlarge- <br />ment was established as 0.25 millions gallons per day (mgd). As of 1976, <br />average daily flows were on the order of 0.28 mgd with peak flow days of 0.70 <br />mgd occurring during the spring runoff due to infiltration and inflow into the <br />collection system. Facilities are therefore overloaded and regularly failing <br />to meet discharge permit standards. Planning for enlargement of the treatment <br />facilities commenced in early 1976 and followed Environmental Protection <br />Agency (EPA) guidelines for preparation of a 201 Facilities Plan. <br /> <br />The Facilities Plan has been approved and in September of this year, the <br />Town was advised that its application for federal grant funds had been <br />approved. The EPA offered a grant in the amount of $523,260, which is 55 per- <br />cent of the estimated eligible agreement for this construction grant. <br /> <br />The Town has also been awarded a $300,000 grant for purposes of sewer <br />plant improvements. Local share for the project is estimated at $100,000. <br /> <br />Site and easement acquisition has been completed, along with various <br />permitt i ng. <br />