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Historical data referencing swale
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3026 Casco Point Road - 20-117-23-34-0026
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Historical data referencing swale
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Last modified
8/22/2023 3:59:10 PM
Creation date
4/27/2017 11:11:08 AM
Metadata
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x Address Old
House Number
3026
Street Name
Casco Point
Street Type
Road
Address
3026 Casco Point Road
Document Type
Land Use
PIN
2011723340026
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Zoning File #1970 <br /> October 12, 1994 <br /> Page 2 <br /> F - Hardcover Site Plan <br /> G - Hardcover Fact Sheets <br /> H - Gustafson Report 10/5/94 <br /> I - Grading and Drainage Plan <br /> J - Soil Boring Report <br /> K - Boring Map <br /> L - Preliminary Grading Plan Submitted with Preliminary Subdivision <br /> M - Street Elevation-Height Determination <br /> N - Side and Rear Elevations <br /> Description of Request <br /> Applicant proposes construction of a new residence that will require removal of <br /> approximately 450 cubic yards of poor soils and replacement with suitable granular material. <br /> Review Exhibit I. Applicant will store fill during construction to the southwest corner of the <br /> property. Review the grading plan, Exhibit I, changes in elevation must provide positive <br /> drainage away from structure directing drainage to ditch along the east side of property line. <br /> Note grade changes at the south and east side of garage on property to west. The plan would <br /> bring drainage to a catch basin that would drain via an underground tile across the rear yard of <br /> the subject property to the drainage ditch at the east. <br /> Review Exhibit H. The Engineer is concemed that the proposed grading plan will not <br /> provide adequate drainage or retention during heavy storms to protect lower level of garage on <br /> lot to the west. The proposed elevations will not maintain the natural drainage to the east. <br /> Gustafson recommends that applicant provide a modified drainage swale instead of the <br /> underground pipe. He notes that if applicant prefers the underground pipe system, that <br /> applicant's engineer provide the necessary hydraulic information to assure that it is designed to <br /> carry a 100-year storm frequency with a high water level at least one foot below the garage <br /> floor. The City will ask for a permanent drainage easement over the drainageway at a minimum <br /> width of 10'. <br /> Gustafson also cautions the building department in reviewing the foundation plans noting <br /> the results of soil boring #2 and advises of a potential settlement problem. <br /> The City is in receipt of a supportive letter from Mr. Terry Lindgren (owner of property <br /> to west) who supports the request to alter elevations on his property. Both Mr. Wold and Mr. <br /> Lindgren will be required to file for a joint land alteration permit from the City when final site <br /> grading commences next spring. <br />
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