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debris removal. Another solution is that engineering consider a design to enclose the ditch up to the point where it enters the piped system under the PUD. Status: CIP list item since 1995. No easement acquisition to date. 7. Location: Summit Ave. at west entrance to Hendricks Park Nature of Problem: Heavy runoff along south side gutter of Summit in the park frequently overflows the sole catch basin ( #53538) east of Hubbard and spills across Summit to the north side. During freezing weather, this sheet flow across the road turns to ice and creates a hazardous traffic condition on the hill. Recommended Solution: Construct additional Catch basins along south side of the Summit through the park. These could either be connected to the existing piped system along the north side of Summit or a piped system could be constructed down the south side of Summit to the existing catch basin( #53538) near the west entrance to the park. Recommend initiating another poll of the street, however, the problem should be corrected even if a proposed full improvement is rejected by adjacent property owners. Status `96: Plans completed by Engineering and ready to go out to bid. Estimated cost between $30,000.00 and $40,000.00. Status `97: Engineering has essentially dropped this project - considers a full improvement of Summit Ave. to be the most cost effective solution. 8. Location: W 34th Ave. drainage complex (Note: this will be identified as a separate project in the CIP) Nature of Problem: Drainage system originating at City limits along both Sundial and W 40th Ave reverts between piped and open drainage until finally entering piped system to the Amazon near W 34th and Olive ( #51239). A number of 24 ", 27 ", and 30" diameter pipe segments along the mid section of this system downstream from larger 33" and 36" pipe segments appear to restrict capacity of the system to handle additional flows from increased development. Example: 36" pipe originating at grated manhole behind 384 Delwood ( #50138) reverts to a 24" pipe segment at Delwood ( #50136 to 50135), then back to 36" pipe until outletting to open drainage just north of W 37th Ave. ( #50115). It then reenters 24" pipe behind W 35th Pl. ( #50107), outlets to open drainage at Frederick ( #51204), then reenters 33" pipe west of Olive ( #51239) that is shortly restricted to a 27" segment along W 34th Ave. ( #51271 to 51285). Pipe system alternates between 30" and 36" segments along E 33rd Ave. until it outlets to the Amazon. The area cited in the above example, the mid and lower section of this drainage 97rehab. 3/97 bne