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TKDA <br />• ENGINEERS • ARCHITECTS • PLANNERS <br />MEMORANDUM <br />To: ' James Studenski, City Engineer Reference: Vaughan Addition <br />1500 Piper Jaffrey 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 />Copies To: City of Lino Lakes, Minnesota <br />From: Scott A. Brink, P.E. <br />Date: January .4, 2005 <br />Comm. No. 13265 -002 <br />Routing: <br />Revised plans have been submitted providing for a single family residential development titled Vaughan <br />Addition. The proposed development essentially provides for the construction of 5 single family homes on 3 <br />acres of property. The property is located along the south side of Birch Street between Tomahawk Trail and <br />West Shadow Drive, or directly across Birch Street from Rice Lake Elementary School. Access to the 5 <br />units would be provided by the construction of a short cul -de -sac that would extend from Birch Street. <br />The following documents have been received for review: <br />4111 1. Full size and half size plan sheets prepared by Loucks Associates received by the City of Lino Lakes <br />December 23, 2004 as follows: Site Plan (C2 -1), Grading, Drainage, and Erosion Control (C3 -1), - <br />and Right Turn Lane (C2 -2). <br />2. Hydrologic Calculations, submitted by Loucks Associates and received by the City of Lino Lakes <br />December 23, 2004. <br />The following comments are provided: <br />Grading, Drainage, and Drainage Calculations <br />1. The revised drainage calculations are currently under further review. The calculations are based on the <br />assumption that all hard surface areas (Area 4S, which includes all houses, driveways, and streets), will <br />all be directed to Pond 7P, which may not be possible unless all roof drains are discharged directly to the <br />driveways at the front of every house, which may be difficult. The Developer must demonstrate that no <br />additional runoff beyond the existing runoff rate may be discharged from the site, especially along the <br />west boundary of the property. <br />2. Flood elevations for the adjacent wetlands must be shown on the grading plan. <br />3. The types of housing units are all shown as full basement walk outs, and floor elevations are provided. <br />An emergency overflow location and elevation of 895.0 is also identified on the plan. All housing units <br />must meet the City's minimum requirements as follows: The lowest floor must be a minimum of 2 feet <br />above the adjacent 100 -year pond/flood.levels, 4 feet above normal pond and ground water levels, and <br />the lowest opening must be at least 1 foot above the nearest emergency overflow elevation. Based upon <br />An Employee Owned Company _ 61 _ p Affirmative Action and Equal Opportunity <br />