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5. SR 09-12-1994
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5. SR 09-12-1994
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9/12/1994
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<br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />This pond will be mitigated at a ratio of at least 2: 1, per Wetland <br />Conservation Act rules, if appropriate permits are obtained to fill it. <br />This wetland is not protected by the Minnesota DNR and falls under the <br />nationwide permit of the Army Corp of Engineers, per the attached December <br />7, 1993, letter from the Department of the Army. <br /> <br />13. <br /> <br />WATER USE <br /> <br />Il-, .,' <br /> <br />a. Yes; a well exists on the existing homesite. It will be abandoned <br />according to the Minnesota Department o{ Health regulations. <br />However, it is a pre-1974 well and does not c~rrently have a Unique <br />well number. ' <br /> <br />b. It is anticipated that temporary dewatering will occur during <br />construction of each phase for the installation of sanitary sewer <br />and water lines. Also, dewatering practices are expected to occur <br />for 2 - 3 weeks for each phase of the development and will include <br />more than 10,000 gallons of water per day. Therefore, a MnDNR water <br />appropriation permit will be required. <br /> <br />c. Yes; the municipal water supply system of the City of Elk River will <br />be extended to the project. The MnDNR water appropriation numper is <br />753215. Estimated water usage is 64,350 gallons per day for <br />residential consumption, 27,750 gallons per day for commercial <br />consumption, for a total estimated consumption of 92,100 gallons per <br />day. <br /> <br />16 . SOILS <br /> <br />The general soil classifications include: <br /> <br />Emmert & Hayden <br />Emmert & Chetek <br />Hayden <br /> <br />17. EROSION AND SEDIMENTATION <br /> <br />a. Slopes on the commercial plat will be leveled to provide a basic <br />flat surface consistent with the requirements of the project. <br /> <br />b. Slopes in the residential portion, except for house pads and roads, <br />will be maintained as much as practical. <br /> <br />c. The attached preliminary site plan identifies existing slopes of 12% <br />or more and areas where erosion control methods will be implemented <br />during construction. This sediment and erosion control plan will be <br />fine-tuned through the City of Elk River's platting process as each <br />phase is developed. Special care will be taken to avoid sediments <br />from entering the natural ponds in the project site. Slopes of 30% <br />or more that are to remain after construction will be protected with <br />"no cuttingll easements to preserve their natural vegetation. <br /> <br />d. <br /> <br />The types of <br />question #16. <br />entire plat. <br /> <br />soils involved in the grading are identified in <br />A dirt balance will try to be achieved over the <br /> <br />18. WATER OUALITY - SURFACE WATER RUNOFF <br /> <br />a. <br /> <br />Two (2) sedimentation ponds, as identified on the attached site <br />plan, will accommodate the majority of the runoff for the entire <br />commercial areas to aid in water clarification. Typical suburban <br />lawn pollutants are expected in the residential portion of the <br />project. Onsite ponding areas will be used as much as practical for <br />runoff in this area. <br />
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