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. � . <br /> OF'�EC <br /> ~ 9C <br /> V 70 <br /> �:1:� <br /> '/[L I N O�S� <br /> March 14,2000 <br /> PUBLIC WORKS MEMORANDUM <br /> NO.2000-14 <br /> MEMORANDUM TO: Honorable Mayor and City Council <br /> FROM: Steve Ga City Manager � <br /> Bruce Mc ,P.E.,Director of Public Wo ks 8 <br /> Stephen P. anson,P.E., City Engineef���f <br /> Thomas N Odenigbo,P.E.,Civil Engineer II(Sanitary Sewerj�L. _ <br /> SUBJECT: Jasper/Southeast Sewer Rehabilitation <br />', City Project 9955 <br /> Jas er Street / Southeast Sewer is a combined storm and sanita sewer and consists of a main <br /> P �' <br /> sewer and a relief sewer(refer to attached locale map). This section of sewer is categorized as critical by <br />, City staff, because of the potential effects and cost of replacement should it fail. The main sewer was <br /> constructed in about 1890, and the relief sewer was constructed about 1942. Presently,this sewer system <br /> suffers from structural decay due to hydrogen sulfide and age. This has resulted in moderate to heavy <br /> infiltration and inflow of ground water and storm water into the sewer system. <br /> The materials of the sewer vary from brick to reinforced concrete with a short segment of <br /> corrugated metal pipe. The sewer system varies in both cross sectional size and material, and is about <br /> two miles long. There are three cross sectional shapes in the sewer system. It includes elliptical shaped <br /> sewer ranging in size from 34-inches wide by 51-inches high to 42-inches wide by 63-inches high; <br /> circular shaped sewers ranging from 36-inches to 72-inches diameter; and a 500-foot long section of <br /> rectangular shaped culvert 11 '/2-feet wide by 2 '/z-feet high. <br /> The design of the rehabilitation to this sewer was prepared by City Staf£ The project was <br /> divided into three phases, because of the variation in cross sectional shapes. Each phase is independent <br /> from the other and bidders were encouraged to bid on any number of phases. Two alternate materials <br /> were specified for Phase I and Phase II to ensure competitive prices from contractors. The two materials <br /> are high density polyethylene involving a cured-in-place process and reinforced concrete installed by a <br /> guniting process. The rehabilitation material for the third phase was specified as an applied lining <br /> material. City staff will provide the construction management and inspection of this project. <br />