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03-08-2004 Council Packet
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03-08-2004 Council Packet
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8. Both lots will gain access to Watertown Road via a shared driveway in proposed <br />Outlot A. Lot 2 shall not have no separate access to Watertown Road. <br />9.The property contains a creek which flows through an extensive wetland system <br />upstream of the propeity. The Orono Surface Water Management Plan indicates that <br />the Normal Water Level for the large wetland basin just to the north of the property <br />is elevation 963.S', with the High Water Level (100-year flood level) at elevation <br />970.4*. The top of the bank of the channel at the constriction area in Lot 1 is at <br />approximate elevation 968.0*. and closely matches the delineated wetland boundary. <br />Per the recommendation of the City Engineer, the OHWL for setback and lot area <br />calculation purposes for the property should be established at the wetland boundary <br />elevation of 968*. The proposed driveway crossing will include a culvert which has <br />been sized to meet all anticipated stormwater demands. However, to ensure that no <br />upsucam homes are flooded if the culvert plugs, the City Engineer has indicated the <br />top surface of the driveway crossing should be lowered from elevation 973.0* to 972* <br />to allow for an open channel overflow that will be 2* lower than the lowest floor of <br />the upstream residences (974* min.). The culvert should be an arch RCP to allow this <br />reduction in hei^t The RFPE, i.e. the minimum floor elevation for any building, should <br />be established at elevation 974*. In proposed Lot 1. based on the topography and site <br />plan submitted by the applicant, neither the buildable area nor the septic sites will be <br />impacted by floodplain and OHWL elevations. <br />10. The creek driveway crossing will require filling within floodplain as well as within the <br />wetland. A number of variances are required to allow the creek crossing. The specific <br />issues with the driveway which require variances are: <br />a) Portions will be within 75* of the OHWL of the creek where no hardcover or <br />grading is allowed except by variance per Section 78-1286; <br />b) Portions will be within a delineated wetland or w'ithin 26* of the wetland, <br />where no grading or filling is normally allowed. <br />Grading and filling in or near a wetland, and crossing of the creek, are also subject <br />to WCA regulations administered for Orono by the MinnehiUia Creek Watershed <br />District. <br />Page 3 of 9
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