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f <br />which drains into this low area, by diverting it to a wetland east of Chameleon Street. Such <br />a modificatioh could be made along with the paving of Chameleon Street. However, the <br />low area is a4o fed by drainage from the area east of Gibbon Street. <br />8. Septic Field flooding at 6508 171st Lane <br />This lot has #s septic field located in close proximity to the right -of -way of 171st Lane. <br />The ditch alo g the roadway is shallow and relatively flat. During heavy rainfalls, run -off <br />from a recen y constructed drive, and a contributing drainage area to the south and west <br />drains toward this roadside ditch. Ponding occurs in the ditch and adjacent low area which <br />floods over t septic field and backs up into the resident's basement, which is lower than <br />the elevation of the ponded ditch. Also, the residential property across the street has <br />complained o front yard flooding which is due to the roadside ditch not being deep enough <br />to drain his y _ d. Staff s position is that the ditch functions adequately to drain the street. <br />9. Standing watr in Roadside Ditch at 16800 St. Francis Boulevard <br />The residenu complains of water standing in the roadside ditch along the St. Francis <br />Boulevard sei►vice road and along 168th Avenue. A culvert and deeper ditching would dry <br />the ditch quicker. Staffs position is that the ditch functions adequately to drain the street. <br />10. Drainage ontd the Property at 9158 Collins Drive <br />The dirt streei of Collins Drive is graded from east to west and runs off onto the property <br />on which no drainage easement exists. There is no potential for damage to the structure <br />and no evidebce of water damage beyond a short term ponding on the lawn area. Staffs <br />position is th4t drainage should be addressed along with the paving of the street. <br />11. Flooding of tide Intersection of 164th Lane and Azurite Street <br />This intersec on is a natural low point and no provisions had been made for drainage. The <br />roadway bec mes submerged in heavy rainfalls and after significant snow melt events. <br />Also, water ponds in the yards adjacent to this intersection. No structures are in danger of <br />flooding. <br />12. Flooding at loon's RV, Skelgas, and Anoka West Pet Hospital on Highway #10 <br />These businses flood frequently after heavy rainfall events. A storm water project has <br />been proposi and will be addressed in the current storm water comprehensive plan. <br />13. Section 22 Drainage / Maintenance of County Ditch 3 <br />A low area t of Ramsey Boulevard between 156th Avenue and 153rd/155th Avenue <br />receives run-off from City streets, but no drainage easement exists over these low areas. In <br />addition, We land 656 (south of 153rd/155th Avenue east of Ramsey Boulevard) has no <br />outlet and tht, water level in this wetland has been within one foot of the low point of the <br />roadway. Minor improvements have been implemented to provide an outlet for drainage <br />through this irea. However, consideration of re- establishing a ditch connecting Wetland <br />656 to Count► Ditch 3 and reditching County Ditch 3 would provide added flood protection <br />for the residences in Section 22, along Wetland 656, and along County Ditch 3. This issue <br />is to be addre�sed in the current storm water comprehensive plan. <br />14. Freezing of catch basin on 153rd/155th Avenue <br />In the spring of the year, the catch basin on 153rd/155th Avenue between C.S.A.H. #5 and <br />County Road #56 have periodically frozen shut, causing road flooding from snow melt. <br />Improved drainage from the adjacent wetlands by cleaning of the County ditches which <br />drain them may reduce the potential for freezing. With the expansion of the amount of <br />storm sewer 1 iipe in the City's storm drainage system, an increase in the number of frozen <br />storm drains should be expected. The public works department needs to acquire thawing <br />equipment to address this growing need. <br />/ccr <br />0 <br />