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<br />Primary management objectives of the District are to prevent unacceptable erosion from <br /> <br /> <br />occurring within the numerous meanders and manage channel stability. <br /> <br />From a recreational perspective, large amounts of public lands are located along the creek <br />and at the Long Lake Regional Park. The Anoka CountylRice Creek Regional Trail System <br />continues through this subwatershed and the District will coordinate with the parks <br />departments of Ramsey and Anoka Counties to enhance the recreational opportunities <br />within this subwatershed. <br /> <br />There is a city swimming beach at Moore Lake in Fridley which was improved following a <br />Clean Lakes Grant administered by the city. Additionally, Spring Lake is used by the DNR <br />as a rearing pond but has had occasional winterkill problems. <br /> <br />Long Lake Chain of Lakes projects were conducted in the Long Lake basin to remove <br />sediments and to also treat sediments to reduce internal loading of phosphorus. Other <br />project work has included numerous bank stabilization projects and arlmini.tration of a bank <br />stabilization grant program described in the District's original 509 capital improvements <br />program. Also in the program is a description of a project for Locke Lake which is located <br />immediately above East River Road. The lake has been subject to sedimentation and has <br />had several attempts at initiation of the projects to remove sediment from the impoundment. <br /> <br />In an effort to better understand flood flows in Rice Creek, the District has installed <br />continuous flow gauges to aid in calibration of District hydrology models. Peak flows <br />observed in the creek have r;p-ely exceeded 700 cfs. Modeling data predicts a 100-year peak <br />flow of over 2,000 cfs. It is hoped that calibration of the hydrology models with the gauged <br />information will lead to more accurate representation of flows. District policies regarding <br />lower Rice Creek flooding is being formed during completion of the three-phase flood profile <br />study. <br /> <br />4-26 <br /> <br />10/97 <br /> <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />~ <br /> <br />I <br />