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04/24/2006 Council Packet
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04/24/2006 Council Packet
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City Council
Council Document Type
Council Packet
Meeting Date
04/24/2006
Council Meeting Type
Regular
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TKDA <br />ENGINEERS • ARCHITECTS • PLANNERS <br />MEMORANDUM <br />To: <br />Copies To: <br />James E. Studenski, P.E. <br />1500 Piper Jatfray Plaza <br />444 Cedar Street <br />Saint Paul, MN 55101 -2140 <br />(651) 292-4400 <br />(651) 292-0083 Fax <br />www.tkda.com <br />Reference: Pomps Tire <br />Drainage Review <br />City of Lino Lakes, Minnesota <br />From: Connie J. TailIon, P.E. Proj. No.: <br />Date: December 2, 2005 Routing: <br />The following drainage review is based on these submittals: <br />1. Geotechnical Evaluation Report prepared by Braun Intertec Corporation, dated October 26, 2005. <br />2. Midstates Tire and Tool, Inc. plan set prepared by Metro Land Surveying & Engineering, dated <br />November 9, 2005. <br />3. Existing and Proposed HydroCAD models prepared by Metro Land Surveying & Engineering, dated <br />November 2, 2005. <br />4. Proposed drainage plan prepared by Metro Land Surveying & Engineering, dated November 2, 2005. <br />Drainage Review Comments: <br />1. Include off -site drainage entering the proposed pond via an existing culvert located under Jon <br />Avenue. Include this drainage in the hydrologic analysis of the site. <br />2. Use a curve number of 100 for the dead storage area of the wet pond and wetland in the HydroCAD <br />model. <br />3. The n value for the existing 24" culvert under 74th street should be increased to 0.024 for corrugated <br />metal pipe. <br />4. Define infiltration only above the normal water level for the proposed detention pond. <br />5. Based on the infiltration guidance document prepared by RCWD, an infiltration rate of 0.25in/hr <br />(.0003472 ft/min) should be used for Type B soils <br />6. Update the plans to reflect the sharp- crested vee weir defined in the HydroCAD model for Pond 2P <br />and Pond 3P. <br />7. Include the sharp- crested vee weir detail in the plans as dimensioned in the proposed conditions <br />HydroCAD model for Pond 2P and Pond 3P. <br />8. Include details of the pond outlet baffle and bale check in the plan. <br />9. The high water levels indicated in the grading plan is inconsistent with the high water levels <br />summarized in the HydroCAD model. Update the plan to reflect modeling results. <br />10. Expand the easement at the south comer of the proposed detention pond and add easement along <br />storm sewer from the cul -de -sac to the proposed detention pond. <br />11. Submit a copy of the RCWD 05 -117 permit, RCWD 04 -100 permit, and the NPDES permit. <br />An Employee Owned Company Promoting Affirmative Action and Equal Opportunity <br />
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