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11-16-1987 Planning Packet
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11-16-1987 Planning Packet
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1/3/2024 3:46:36 PM
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havG to bfc properly addressed. <br />- There is no defined drainageway at ti.e rear or west side of the <br />property, but it is a lower area that apprears to act as a saddle <br />drainagev;ay between the property to the north and the culvert to <br />the south. <br />- The watershed does not appear to be extremely large (4.5 acres <br />calculated by MPG on 3/2/87) per existing 1 inch per 100' <br />topography. <br />- Development of the property will likely require some fill. A <br />grading plan should be required at the time a house is proposed, <br />for review and approval by the City r,ngineer. Grading and fill <br />must be done so that existing flo'.s can be maintained on the <br />property and not impede existing drainage patterns and rates. <br />This appears to be feasible. <br />The privately constructed and maintained culvert ac the drivev;ay <br />crossing serving the neighboring properties to the west is in an <br />undeveloped right-of-way. It is in poor condition suffering <br />major erosion damage at the south, or outlet, end. This driveway <br />will not be used for access to applicant's property, but all run <br />off from their property will go through this culvert, hence the <br />additional run-off created by a residence on the property will <br />make use of the culvert. The property would appear to receive <br />some benefit from the existance of the culvert and driveway which <br />serve to limit further gullying of applicant's property. <br />It woul^i appear that the initial work to get this culvert back <br />into shape v;ill include additional fill around the outlet, <br />perhaps a drop culvert structure at the outlet, some rip-rapping <br />around the inlet and outlet ends and excavation of a slightly <br />larger storage area at the inlet end and construction of a baffle <br />weir. The probable cost of such work is in the neighborhood of <br />$5,000 (rough estimate by City nnginecr). <br />V7ho should pay these costs of the culvert upgrade? Staff <br />suggests that the two property owners directly benefitting are <br />Hommeyer at 4125 Oak Street and Roland and Roden at 4119 Oak <br />Street. The applicant property own'^r receives an indirect <br />benefit by the existence of the culvert, and a portion of the <br />necessary repairs and upgrade would have to occur on the <br />applicant's property. Arguably other property owners upstream of <br />the culvert receive an indirect benefit from it and arguably the <br />Siegel property at 4111 Oak Street and other properties along Oak <br />Street are contributing to the outlet end erosion problem and <br />could also be conceivably involved in cost sharing. Staff notes <br />that if this was to be a public storm sewer project with all <br />benefitted property owners being assessed the attendont <br />engineering and legal costs could easily triple the $5,000 <br />estimated price tag. Staff would suggest that the costs of <br />upgrade and maintenance of the culvert should fall primarily on <br />the two property owners who benefit directly and could arguably <br />be shared by the applicant property owner as v;e 1 1 as other <br />property owners in the neighborhood who benefit by the culvert <br />being located within the driveway, that serves to halt gully <br />erosion.
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