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<br />CASE # 3 <br /> <br />UPDATE ON ERMINE BOULEV ARD STORM SEWER PROJECT <br />By: Steven Jankowski,(City Engineer <br /> <br />Background: <br /> <br />Recall that on October 24,2006 the City Council. authorized preparation of plans and <br />specifications for the replacement ofthe existing 72 inch culvert located on Ermine <br />Boulevard 200 feet west of Eaton Street. This culvert carries flow from a tributary of <br />Trott Brook and currently has open joints which are causing the loss of material from <br />beneath the roadway. It is also the intent of the project to pass higher flows through the <br />new culvert and thereby avoid an overflow of Ermine Boulevard during the 100 year <br />event. This will lower the floodplain upstream of the Ermine Boulevard crossing and. <br />effectively remove the house at 9421 Ermine Boulevard from the floodplain which is an <br />additional goal of this project. The location of this project is illustrated on the attached <br />figure. <br /> <br />Because of the need to modify the floodplain, our consultant was required to apply the <br />floodplain model utilizing the new culvert and stream approach. In doing this a flaw was <br />discovered in the floodplain model. Because of some work that was being p.erformed by <br />another consultant on an adjacent project in neighboring Sherburne County, the 100 year <br />flood through this stream segment appears to have a discharge of 578 cfs versus 979 cfs <br />in the Federal Emergency Management Agency (FEMA) model, a reduction of 59 <br />percent. Although this flow reduction will reduce the size ofthe culvert required, it is not <br />alone sufficient to remove this property from the floodplain. <br /> <br />Originally the project had anticipated replacing the existing 72 inch round culvert with <br />two 12 ft by 6 ft box culverts at an estimated construction cost of$153,000. At the <br />reduced flow a single culvert 14 ft by 6 ft culvert would reduce the cost by $30,000 to a <br />cost of$123,000. <br /> <br />A change in the floodplain for whatever reason needs to be documented through a Letter <br />of Map Revision (LOMR) by FEMA. There is a cost of $4,400 for each LOMR review <br />that FEMA performs. At the present time Minnesota DNR is scheduled to begin an <br />update mapping and floodplain analysis for the section of Trott Brook running through <br />Ramsey in late 2009 or possible 2010. It would be possible to eliminate the regulatory <br />agency documentation cost associated with this project by waiting for DNR to perform <br />this work. Below are several options for the City to consider in proceeding with this <br />project along with their relative advantages and disadvantages. <br /> <br />Option 1- The City would (1) direct its consultant to proceed with the remodeling of <br />the floodplain using the lower flood flow; (2) submit this work for a CLOMR <br />(Conditional Letter of Map Amendment) to FEMA for review and concurrence; (3) <br />construct the project in the Summer of2008; and (4) obtain a LOMR following <br />construction ofthe project. <br /> <br />11 <br />