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• <br /> -2- <br /> The City retained Short-Elliott-Hendrickson to investigate the extent <br /> of damage done to the spillway following the July 1987 storm. <br /> The report, attached, appears to indicate that the spillway, which <br /> was engineered and developed by Comstock & Davis in the 1960 ' s, was <br /> not constructed nor designed properly and its collapse was in- <br /> evitable. <br /> Short-Elliott-Hendrickson has suggested three ways to correct the <br /> problem: <br /> 1. to totally reconstruct the unit for approximately $36 ,000 ; <br /> 2 . to temporarily repair the unit for about $14 ,000; or <br /> 3 . to stabilize the washouts with a sizeable amount of rock to <br /> hold the washing out until the unit can be financed. This <br /> work would be done by the Public Works Department - the <br /> only cost would be for materials. <br /> Recommendation <br /> I recommend a portion of the storm sewer users fee be used to - <br /> temporarily stabilize the spillway and develop plans and specifica- <br /> tions for the reconstruction of the 'structure. I believe the <br /> structure can be secured for another year which would give the City <br /> time to finance total reconstruction. <br /> SANITARY SEWER FEASIBILITY STUDY <br /> Two quotations have been received for a relief sanitary sewer <br /> feasibility study (attached) . <br /> 1. Rieke Carroll Muller quoted a cost not to exceed $6 ,700 . 00. <br /> They would study the hydrology of the sanitary sewers and devise <br /> a method to assist in backing up the main lines. <br /> Rieke Carroll Muller has also proposed to assess in a <br /> preliminary way the impact of foundation drain removal. The <br /> cost for this assessment would not exceed $2 ,000 . <br /> 2 . Short-Elliott-Hendrickson submitted a quote not to exceed <br /> $8 , 000 . 00 to study the hydrology of the sanitary sewer and <br /> devise a method to assist in backing up the main lines. <br /> The manhole covers have been -ordered and -will be in place in the <br /> spring of 1988 . This will help to correct some of the back up • <br /> problems. <br />