2004-126 Council Resolution - Laserfiche WebLink

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i Marshan Lake Townhomes Review City of Lino Lakes, Minnesota Page 2 September 2, 2004 plantings be installed a minimum of 7 -10 feet from underground utilities in the event any maintenance or excavations should be needed in the future. 3. The Grading Plan has been revised since the previous review. The most current plan now provides for surface water runoff to essentially be retained on the site (for infiltration) prior to discharge to the existing City storm sewer system. The drainage system shown is acceptable, subject to any further comments or requirements of the Rice Creek Watershed District. However, a construction detail for the drain tile must be provided, i.e., specification of pipe, crushed rock/fabric encasement details, etc. 4. A copy of Rice Creek Watershed District Permit Application Number 04 -075, dated August 20, 2004 has been provided. A conditional approval pending receipt of changes (CAPROC) has been received. All conditions of the RCWD C .PROC must be met as stated. These conditions generally include revisions to the grading plan to incorporate runoff infiltration, along with several administrative related requirements. The grading plan shall also be revised to include catch basin inlet protection as specified. 5. Because the site area exceeds one acre, the development also falls under the new rules requiring an NPDES permit, and a copy of the application has been provided. A Stormwater Pollution Prevention Plan (SWPPP) must also be provided to the City in accordance with NPDES requirements. Silt fence and erosion control as shown and detailed on the plans shall be installed accordingly. . Per the Survey and Existing Conditions Plan previously submitted, several buildings including houses, barns, sheds, and a garage all exist on the site. Demolition, removal, and grading of the site will therefore be required. The applicant will be responsible for the complete removal of all buildings, foundations, underground and above ground items, capping of any existing utility connections and wells, and removal of any underground, fuel storage or septic systems that may exist. All debris and unsuitable material must be removed from the site. Any material imported to the site must be approved by the City Engineer. 7. Geotechnical information was previously provided. As previously stated, additional excavation of fine alluvial silts and replacement with compactable granular material may be required for construction of the buildings and private drives. Suitable granular material must also be placed beneath the designated infiltration areas. Groundwater levels may also necessitate dewatering for the utility installations. Any imported topsoil, fill material, or granular materials for roadway, building foundation, or other use (material and source) must be approved by the City Engineer. 8. The preliminary plat provides for standard drainage and utility easements (10 feet in width) around the perimeter of the property as required.. In addition, 44 foot wide drainage and utility easements covering the private driveways are also provided. As previously stated, the driveway easements shown (drainage and utility) must also be dedicated to include access. The utility plan has been revised per the comments provided in the previous review. All utility installations (including sanitary sewer and water), shall be considered private and will not be owned or maintained by the City of Lino Lakes. In addition, the proposed streets /driveways do not meet the minimum width requirement of the City of Lino Lakes and shall also be owned and maintained privately. Private ownership and maintenance responsibilities must be addressed and detailed in the Developer