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PC PACKET 072822
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PC PACKET 072822
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Last modified
3/21/2024 11:42:02 AM
Creation date
3/21/2024 11:03:40 AM
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Commissions
Meeting Date
7/28/2022
Document Type
Agenda/Packets
Commission Name
Planning
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Ms. Rachel Juba <br />July 8, 2022 <br />Page 2 <br />S:\Users\R_Juba\DEVELOPMENT PROJECTS\Drake Property Sketch Plan\Engineers Memo <br />Oneka Prairie 070722.docx <br />property and property to the east as it may be more effective to serve the entire development <br />from the lift station. The depth of the sewer in Fairoaks Avenue is not of sufficient depth to <br />serve the developable area to the east nor the majority of the subject property. Once the <br />applicant can provide a grading plan, staff can further evaluate and provide recommendations <br />prior to laying out the sanitary sewer to service the site. <br />8. If the project is to be phased, a staging plan will be required to be shown with utility work <br />being identified to occur within the final platted area only. If grading is different from the <br />phasing plan for utilities or final plat area, a plan addressing temporary drainage measures <br />outside the platted area will be required. <br /> <br />Stormwater Management/Wetlands <br /> <br />9. Volume control/water quality standard will be required, which is 1.1 inches off new impervious <br />surfaces. Water reuse will be the preferred BMP option for the site for volume reduction. If an <br />additional BMP is to be used, the TP removal factor from RCWD Rule C, Table C1. must be <br />applied. <br />10. Peak stormwater runoff rates for the proposed project must not exceed existing rates for the <br />2-year and 10-year 24-hour rainfall events using Atlas 14 rainfall depths. <br />11. Peak stormwater runoff rates for the 100-year 24-hour rainfall event is limited to 0.1 cfs/acre. <br />12. Lowest building opening must be at least 3’ above the 100-yr HWL for both wetlands and <br />BMPs and 4’ above the current groundwater elevations. <br />13. Private ditches to JD3 are located onsite. Maintain private ditch drainage to JD3. Developer <br />to confirm with RCWD if a permit for Rule I is needed. <br />14. No 100-year floodplains located onsite. <br />15. Stormwater Management facilities will be required to be within drainage and utility <br />easements. <br />16. The applicant is proposing to utilize stormwater reuse as part of their stormwater <br />management plan. <br />17. A wetland delineation on the parcel has been completed. <br />18. The concept plan shows a number of impacts to wetlands. The applicant may find it helpful <br />to have a pre-application meeting with the Technical Evaluation Panel to get a better idea of <br />what impacts may or may not be allowed <br /> <br /> <br />Thank you for the opportunity to provide comments on this project. If you have any questions, <br />please do not hesitate to contact me at 651-286-8463. <br /> <br />Sincerely, <br /> <br />WSB <br /> <br /> <br /> <br /> <br />Mark Erichson, PE <br />City Engineer <br /> <br />cc: Scott Anderson, Public Works Director (email only) <br /> Liz Finnegan, Senior Engineering Technician (email only) <br />
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