New Search
Status `96: Engineering is currently researching possible design options and ease- <br /> ment acquisition. <br /> Status `97: The proposed 24" piped system was estimated to be cost prohibitive by <br /> Engineering. Survey work is scheduled for early 1997. Engineering is currently <br /> researching easement acquisition and possible design options just to improve <br /> capacity of the stilling basin /tip -up #52717 in the creek west of 24th Ave. and <br /> Cleveland and the inlet structure #66952 in the creek near the south end of Orr Ln. <br /> Status `98: In -house Maintenance project planned for reconfiguration of inlet <br /> #66952 <br /> 6. Location: Summit Ave. at west entrance to Hendricks Park <br /> Nature of Problem: Heavy runoff along south side gutter of Summit in the park <br /> frequently overflows the sole catch basin ( #53538) east of Hubbard and spills across <br /> Summit to the north side. During freezing weather, this sheet flow across the road <br /> turns to ice and creates a hazardous traffic condition on the hill. <br /> Recommended Solution: Construct additional Catch basins along south side of the <br /> Summit through the park. These could either be connected to the existing piped <br /> system along the north side of Summit or a piped system could be constructed <br /> down the south side of Summit to the existing catch basin( #53538) near the west <br /> entrance to the park. Recommend initiating another poll of the street, however, <br /> the problem should be corrected even if a proposed full improvement is rejected by <br /> adjacent property owners. <br /> Status `96: Plans completed by Engineering and ready to go out to bid. Estimated <br /> cost between $30,000.00 and $40,000.00. <br /> Status `97: Engineering has essentially dropped this project - considers a full <br /> improvement of Summit Ave. to be the most cost effective solution. <br /> Status `98: Design phase. July bid opening. August construction. <br /> 7. Location: Ditch between Long Island Drive and Norkenzie Minda PUD <br /> Nature of Problem: Street flooding on Larkspur Loop due to the piped stormwater <br /> system backing up. This system outfalls ( #61400 and 67109) to this ditch, which is <br /> in need of cleaning and vegetation removal. Two large concrete culverts pass under <br /> Long Island Drive near this outfall. They were found to be half full of sediment <br /> and debris and have been recently cleaned. It has been determined that the City <br /> has little or no easement to several hundred feet of the ditch, which continues from <br /> the culverts and runs through the back yards of several residential lots before <br /> reentering the public system at structure #59859 in the Norkenzie Minda PUD. <br /> Recommended Solution: An easement must be obtained for maintenance or <br /> construction purposes. The ditch requires extensive rehabilitation through vegeta- <br /> tion and debris removal. Another solution is that engineering consider a design to <br /> ,�n,r 4 <br />