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select granular material or "sand cushion" will be placed on the geotextile fabric to provide a firm base for the eight inches (8”) of Class 5 aggregate base and four inches (4”) of bituminous asphalt pavement. These streets will be replaced with bituminous asphalt pavement per City Council Resolution 07-022. The decision was reached following the outcome of the Street Reconstruction Task Force report presented on November 13, 2007. The proposed typical section is shown on Figure 7 in Appendix A. 4.1.5 Permits and Approvals Reconstruction of the roadways will disturb over one acre and will require a National Pollution Discharge Elimination Systems (NPDES) General Storm Water Permit (MNR 100001) that must be obtained by the City of St. Anthony Village from the Minnesota Pollution Control Agency (MPCA). The reconstruction of the existing water main will require a permit from the Minnesota Department of Health. The reconstruction will also require a permit from the Rice Creek Watershed District (RCWD). This may require stormwater treatment for the runoff from the project area. 4.1.6 Detour Routes The project will require significant excavation and disposal of unacceptable material from the existing street area and a supply of significant volumes of select granular base, aggregate base, and bituminous pavement materials. This effort will require closing the roads under construction and increasing loaded truck traffic on the streets adjacent to the construction area. Adequately signed detours will be identified to direct traffic around the construction zones and notify users of the increased truck and construction activity. To accommodate the property owners along the excavated roads, temporary parking on the adjacent streets may be necessary during the periods when vehicle access is not possible. 4.2 MILL AND OVERLAY IMPROVEMENTS Mill and overlay improvements are a cost-effective maintenance strategy to extend the life cycle of the roadway. Mill and overlay improvements are most effective when scheduled within 15 years of original construction. Due to the poor condition of the pavement and the age of the roadways, improvements along alleys include milling the full depth of existing bituminous pavement, grading and compaction of the existing aggregate, and installation of new bituminous pavement. Replacement of pavement will completely remove the deteriorated pavement while utilizing the existing aggregate and sand sections. 40