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Met* 07 2004 7:30RM HP LASERJET 3330 <br />• •i/U Bonestroo <br />Rosene <br />■ Anderlik & <br />Associates <br />Cn9ln«ar* & Architacti <br />May 7. 2004 <br />Mike Otifron <br />Planning Director <br />City of Orono <br />Post Office Box 66 <br />Crystal Bay. MN 33323 <br />Re: Creekside <br />File No. 139-04-000 <br />Plat No. 04-3016 <br />2335 We»t Highway 36 • St Prul, MN 55113 <br />Office: 651-636-4600 • Fax: 651-636-1311 <br />wwwbonestroo.com <br />p. X <br />Dear Mike: <br />We have reviewed the preliminary grading, drainage and erosion control plans for the proposed seven lot <br />Creekside subdivision. The site is located east of South Brown Road, south of Long Lake and north of the <br />Luce Line trail in the northeast quarter of Section 3. We have the following comments m regards to <br />engineenng matters. <br />1. Acccss/Streets: An application to subdivide this site w.ts reviewed in 1999. At that time access to the site <br />from South Brown Road was across an casement to the property. It appears the acces.s to this site is across <br />the same easement shown m the 1999 application. Our position was then and is today ili.it access to the <br />property should be platted as part of the subdivision and not across an casement. The platted access nght- <br />of-way should be a minimum of 50-fcct in width to meet City standards for a private sticct. Seven <br />properties will use this roadway for acce.«;s onto South Brown Road. The proposed typical street section <br />shows a 24 -foot urban street with concrete curb and gutter. City code requirc.s a minimum paved street <br />width of 28-fcct for aprivate road serving seven units. Staff and council should review and determine what <br />street width ia appropriate for this site. Final plans should include plan and profile views of the street. <br />Horizontal and vertical alignments should meet the minimum standards specified in the code (30 mph <br />design speed, maximum .street grade of 12%). A typical street section should be included in tlic final plan <br />act. The final submittal should include a geotechnical report, R-value recommendation and pavement <br />design. Hennepin County should review and approve the proposed access to the site. <br />2. Grading: The erosion control fence detail should be revised to allow only steel t-posls ;uid should specify <br />machine sliced installation of die fence. Wc will provide detailed comments regarding the erosion control <br />plan with the final plat submittal. The final grading plan should identify first floor a:id lowest floor <br />elevations for all proposed and existing homes. Additional erosion control will be nccc.ssary during <br />coiustruclion of the houses. <br />3. Drainage: The draft version of the City ’s' Comprehensive Storm Water Management Plan (SWMP) <br />shows that the site lies within the Tanager Lake drainage distnci. Long Lake Creek, a Mn DNR protected <br />waterway, flows through tJic site. Plans should be submitted to the Mn UNR and the Minnehaha Creek <br />W.atcrshcd District (MCWD) for review and appros-al. The plans should identify the OHW and flood plain <br />boundaries for I tiiig Lake Creek. The proposed pond should meet NURP standards. The final plans <br />should include detailed pond design showing a 10:1 aquatic bench 10-fcct wide at the pond NWL. 'Iho <br />pond design should also include u concrete outlet structuie that provides l-foot of slamming to remove <br />lloaublcs and debris. Storm sewer design and calculatiwis including outlet structure details should be <br />provided fur review. Final plans should incorporate Best Maiiagcmsat Practices (BMP's) in all areas <br />where storm water c:mnot be routed directly to a pond. The rate control calculations provided are <br />acceptable. <br />• St. Paul. St Cloud. Rocbeiter. Willmar, MN • Milwaukee, Wl • Chicago. IL <br />AffV«4«tlv« Action/Cquai Opportunity Impfoytr snd tntployeo Omncit <br />I