Laserfiche WebLink
Bonestroo <br />Rosene <br />Anderlik & <br />\ Associates <br />Engineers & Architecis <br />November 9. 1999 <br />Mr. ' <ul Weinberger <br />Zoning Adminislrator/PIanner <br />City of Orono <br />Post Office Box 66 <br />Crystal Bay, MN 55323 <br />Re: Van Eeckout Subdivision <br />File No. 139-2550 <br />Sonviroo. 7o5ert*. •iicc ^tes. Inc is €*n Affirm^itivc Act'on Ccportun,ty Employ <br />Pnncv^H Otto G Boresr^oo P£ • Joseph C AndcrliK. PE • V«iirvin L SorvdM. Pf • <br />Glenn R Cook. P£ • Resell G Sc-unicnt. PE • Jerry A Bourdon, PE • <br />Robert W Rosene. PE . Richard E *-'ncr. PE and Susan M Eberlm. C PA Senior Consultants <br />AjiofMfe Principals Howard A Sa^'ford. PE • Keith A Gordon PE • Robert R Pfefferic. PE • <br />Richard W Foster. PE • Da/id O L;;nota. PE • Robert C Russe^ A i A • Mark A Hanson. PE • <br />Michael T Rautmann. PE • Ted < * e'd PE • Kenneth P Anderson, PE • Mark R Rolfs. PE • <br />Sidney P Williamson, PE. L S • Rcce": F Kotsrmth • Agnes M Ring • Allan Rick Schmidt. PE <br />Offices St Paul. Rochester Wilirar and St Cloud. MN • Milwaukee. Wi <br />Weosite wwwbcnestroc com <br />•r <br />E <br />Dear Paul: <br />We have reviewed the preliminary plat for the proposed seven lot Van Eeckout subdivision. The site is located east of <br />South Brown Road, south of Long Lake and north of the Luce Line trail in the northeast quarter of Section 3. We have <br />the following comments in regards to engineering matters. <br />1. Access/Streets: The proposed access to the site is across a parcel marked easement area. The parcel is 40-fcet <br />wide. The ownership of this easement area is unclear. We recommend that the access to the property be platted as <br />pan of the subdivision and not across an easement. The access should be a minimum of 50-feet in width to meet City <br />stands ds for a public or private street. The proposed typical street sections do meet the City standards for a private <br />street serving seven or more units. The typical st'eet section for station 0+00 to 4+00 shows an urban curb and gutter <br />section while station 4+00 to the end shows a rural section with ditches. A method of conveying storm water from <br />the urban to rural section should be shown on the plans. This may require flumes, swales, ditching or storm sewer <br />construction. The driveway serving the existing house will need to be relocated so that it doesn ’t encroach onto Lot <br />6. Proposed driveway locations to all Lots should be shown on the plans. It appears that existing grades exceed <br />407o on Lots 2.3 and 7. Driveway design on these Lots will be critical as we reconunend that driveway grades not <br />exceed 10%. Access to Lot 7 across Outlot B will require the construction of a bridge or culverts at the stream <br />crossing. The plans should provide a design for this crossing. <br />2. Grading: A grading and erosion control plan for the entire site should be submitted for review. Erosion control <br />measures should be in place prior to any grading, particularly along the wetland. Additional erosion control will <br />be needed during construction of the houses. <br />3. Drainage: The draft version of the City’s’ Comprehensive Storm Water Management Plan (SWMP) shows that the <br />site lies within the Tanager Lake drainage district. A general location for a NURP pond has been identified on the <br />plans. The final plans should include final pond grading including a 10:1 aquatic bench lO-feet wide at the pond <br />normal water level (NWL). The pond design should also include an outlet sU^ucture that provides I-foot of <br />skimming to remove floatables and debris. Best Management Practices (BMP’s) should be implemented on all areas <br />where storm water cannot be routed directly to the pond. A drainage area map, storm sewer and ponding <br />calculations should be provided with the final plan set. <br />4. Sanitary Sewer: The City ordered and received a feasibility report for sanitary sewer to serve the Fo.x Ridge <br />neighborhood located just south of the Van Eeckout property. The report identified a pressure sewer system as the <br />most feasible to serve the neighborhood. The pressure sewer would be routed up South Brown Road to an existing <br />gravity sewer on Watertown Road. This system would have the potential to serve properties north of Fox Ridge and <br />south of Watertown Road needing sanitary sewer. The Van Eeckout plans include a preliminary design for sanitary <br />sewer to serve the site. The plans show a gravity sewer system that ties into an existing sanitary manhole at the south <br />end of Apple Glen in Long Lake. This proposed system could potentially serve the Fox Ridge neighborhood if <br />permission were obtained to cross the Luce Line and the parcel directly south of the Luce Line. The proposed <br />alignment as shown would not provide sewer service to properties along South Brown Road. The topography would <br />allow the gravity sewer to be extended westerly in the proposed roadway to South Brown Road to provide future <br />sanitary service. The City of Long Lake should be consulted regarding proposed connections to their sanitary sewer <br />2335 West Highway 36 ■ St. Paul, MN 55113 • 651-636*4600 • Fax; 651*636-1311