Laserfiche WebLink
I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />! <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />4.0 <br /> <br />A. Streets and Storm Drainage <br /> <br />There are no existing streets in the project area. <br /> <br />A storm water management study was performed last year as a part of the <br />evaluation of how to develop the City Hall Campus and the adjacent private <br />properties. That evaluation recommended several detention basins within the <br />project area to be built by the private development when that occurs. However, <br />about 40% of the area drains toward the existing developments adjacent to the <br />project area. <br /> <br />Therefore, the storm drainage system for this project must be coordinated with <br />the proposed storm drainage system in the other t~o projects and also share in <br />the cost of those systems in some manner. <br /> <br />Without the provision of detention basins, on and off site, and the provision of an <br />underground storm drainage system, this project area and the neighboring <br />subdivisions will experience increased flooding. <br /> <br />B. Water System <br /> <br />The existing houses located along the east side of Nowthen Boulevard have <br />individual wells. There is a 12" water main that runs from the City Hall Campus <br />due east to the stubbed end of 152~d Lane in the Brandseth Subdivision. <br /> <br />C. Sanitary Sewer System <br /> <br />The existing homes have individual septic tanks. There is an 8" sanitary sewer <br />that runs parallel to the 12" water main from the City Hall Campus due east to the <br />stubbed end of 152~d Lane in the Brandseth Subdivision. <br /> <br />PROPOSED IMPROVEMENTS <br />A. Streets and Storm Drainaqe <br /> <br />The City's existing aerial topography was used to develop existing and proposed <br />profiles of the streets and identify the current drainage patterns. Existing <br />conditions, including location of existing storm drainage culverts, were verified in <br />the field. <br /> <br />The proposed street pavement is a seven- (7) ton class with mountable concrete <br />curb and gutter, thirty-two (32') feet width to back of curbs. The underground <br />storm drainage system will be designed to carry the 10-year storm flowing full. <br /> <br />The Lower Rum River Watershed Management Organization will require storm <br />water runoff from the project and other contributing areas to be pre-treated prior <br />to discharging to the wetlands and eventually to the Rum River. <br /> <br />Page 3 <br />G:\MunicipalgARAMSEY\3168\RA3168FSR1 .doc <br /> <br />-179- <br /> <br /> <br />