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Floodplain <br />Figure 15 shows the areas identified within the 100 -year flood zone according to the National Flood <br />Insurance Program maps dated May 17, 1982. The City has a Floodplain Ordinance in accordance with <br />Federal Emergency Management Agency (FEMA) and Department of Natural Resources (DNR) <br />requirements to minimize potential losses due to periodic flooding along these areas. FEMA is currently <br />updating the Flood Insurance Rate Maps for the Lino Lakes area. <br />Hydrologic and hydraulic modeling has been conducted throughout the City for many previous efforts <br />(Appendix A). The most recent and detailed modeling is occurring in 2012 by RCWD. This updated <br />hydrologic and hydraulic model was provided to FEMA to assist in floodplain studies. A previous XP- <br />SWMM (Storm Water Management Model) model update was completed in 2007 in support of the Lino <br />Lakes Resource Management Plan (RMP). This model is capable of completing multi -year continuous <br />simulation for the years 1999 -2003 or event simulation depending on the needs of the user. Most ponds, <br />water bodies, and wetlands within Lino Lakes have been explicitly modeled as a live storage volume with <br />an outlet allowing a high resolution of results and analysis. The hydrologic inputs to the model were <br />based on 2 -foot contours, satellite -based estimation of impervious surface area and Green -Ampt <br />infiltration methodology. The majority of the channels and ponds were surveyed with some use of as- <br />built drawings on newer developments. Upstream inputs from major tributaries were input directly into <br />the XP -SWMM model using the regional HydroCAD model for event based simulations and a water <br />balance approach for continuous simulation for the years 1999 -2003. The model can be used for the <br />simulation of any synthetic rainfall/runoff event up to the 100 -year 24 -hour event. Larger events are <br />possible but have not been tested. <br />The RMP identifies specific areas of flooding concern under a full buildout scenario and implementation <br />of RMP 2.8 -inch infiltration standards. The study identified areas where the road would be overtopped, <br />where less than 1 foot of freeboard is expected, and where a pond overflows under a 100 -year event <br />(Figure 16). In addition, the RMP identifies flooding concerns by Resource Management Unit (Table 5). <br />City of Lino Lakes SWMP 1 February 8, 2013 Draft 1 34 <br />• <br />