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• based on updated probability tables. Therefore, the July 1 event exceeded typical storm <br /> system design standards in the Metropolitan area. It is apparent from this analysis that <br /> even if the system had been designed to accommodate a 100-year event, structural <br /> inundation still could have occurred in some areas of the City. <br /> C. Results of Engineering Analysis <br /> From the 57 storm water issues/complaints, a definition of"problem area" was <br /> developed. When flooding caused damage to property that cost money to the <br /> homeowner/business, it was considered a problem area. If flooding occurred to a depth of <br /> less than 2 feet and no cost to the homeowneribusiness, it was not considered a problem <br /> area. Therefore, for the purposes of this report, flooding that inundated a garage was <br /> considered a problem while flooding of an open area with no structures involved was not <br /> considered a problem. Utilizing this definition, the original 57 storm water <br /> issues/complaints were either resolved without further study, removed from consideration <br /> if they did not meet the above problem criteria, or included as one of 13 individual study <br /> areas if they did meet the above criteria. These 13 problem areas areshown in the <br /> attached figure. <br /> In general, the type of damage and estimated cost of damages associated with each <br /> problem area fell into one or more of the following categories: <br /> • Basement/structure flooded <br /> • Flood water ponded against structure, but structure not flooded <br /> • Storm sewer backed up <br /> The 13 problem areas were analyzed to identify the problems and to generate preliminary <br /> recommendations to address the problems. In order to address or correct these problems, <br /> the following improvement alternatives are typically available: <br /> • Construct additional storm sewer capacity to carry water away from <br /> problem area <br /> • Construct improvements to existing storm sewer (i.e. add flap gates, catch <br /> basins) <br /> • Provide additional storm water storage <br /> • Provide emergency overflow for storm water <br /> • Flood proof structure <br /> • Purchase structure and remove from flood prone area <br /> • Study the problem further <br /> • Do nothing <br /> The improvement alternatives listed above were reviewed and the most cost-effective <br /> physical alternative available to address the problem was selected. <br /> Very preliminary cost estimates to construct improvements in each problem area range <br /> • from, "do nothing until redevelopment occurs"to $1.8 million. A preliminary cost <br /> estimate to construct all necessary improvements to address the flooding in the 13 <br /> problem areas is estimated at$5.7 million. This estimate is based on providing 100-year, <br /> City of St.Anthony <br /> WSB Project No. 1065.11 <br /> Pave 4 4 <br />