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Preliminary Plat Application <br />Honey Hill <br />Page 2 <br /> <br />H:\ORNO\_Surface Water Management\MS4 Administration\MCM-5\2_Site Plan Reviews\Honey Hill\Honey Hill_PrePlatReview_2024-06-06.docx <br /> <br />a. Hennepin County Access Permit <br />b. Minnehaha Creek Watershed District (MCWD) <br />c. NPDES General Construction Permit <br />4. The private street should be operated and maintained per the City’s standard agreement. <br />5. The required cul-de-sac radius is 40 ft for pavement and 50 ft for ROW. The proposed cul-de- <br />sac indicates a radius 40 ft, and 50 ft for the ROW. <br />6. The applicant will be required to submit a Maintenance Agreement for all stormwater <br />management structures and facilities. The agreement must define maintenance responsibilities <br />following completion of project, specify types and frequencies of inspection and maintenance <br />activities, designate who will conduct inspection and maintenance activities, and outline <br />reporting requirements. The Agreement should be recorded with the County per the City’s <br />approval process. <br />7. Drainage and Utility Easements should be provided as follows: <br />a. Over all stormwater management facilities used to meet regulatory requirements, including <br />access routes. <br />b. Over all wetlands, creeks, and buffers. <br />c. All swales, structures, and piping providing drainage for multiple properties. <br />d. 5’ along all side lot lines, unless adjacent to Development boundary. <br />e. 10’ along all front lot lines, rear lot lines, and adjacent to Development boundary. <br />8. Additional comments may be forthcoming once a complete Stormwater Management Plan is <br />provided. <br /> <br />If you have any questions or comments, please contact me to discuss. <br /> <br />Sincerely, <br />Bolton & Menk, Inc. <br /> <br />Robert E. Bean, Jr., P.E. <br />Water Resources Engineer <br /> <br />335