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• <br />• <br />Eagle Brook Church Review Page 5 December 4, 2003 <br />City of Lino Lakes, Minnesota <br />Phosphorus discharge from the site will be reduced from the existing site condition, based on the phosphorus <br />load modeling provided by the engineer. The change of the property from agricultural use alone will assist <br />in reducing phosphorus discharge levels from the site <br />A permit in accordance with the requirements of the NPDES (National Pollution Discharge Elimination <br />System) in accordance with the most recently adopted requirements of the MPCA and the City of Lino Lakes <br />shall be attained by the church, and shall be administered as required. <br />Wastewater Treatment <br />In accordance with the City's Comprehensive Plan, the church is located in an area designated as rural, and <br />the extension of sanitary sewer into this area is not anticipated in the immediate future. An on -site treatment <br />system is therefore necessary, and shall be subject to the review and approval of Anoka County and the City <br />of Lino Lakes. Existing septic systems must be removed and/or abandoned in accordance with local and <br />state requirements. <br />An on -site wastewater treatment system is proposed, based on the Onsite Wastewater Treatment System <br />Final Design Report and Specifications for Eagle Brook Church, dated October 8, 2003, by Eco Systems <br />Engineering, Inc. The system and Design Report have been reviewed by TKDA and the Anoka County <br />Public Health Specialist. The system is acceptable and has been proven successfully in similar applications <br />in Minnesota. In addition, the system as proposed exceeds design requirements. However, the following <br />additional comments are noted as follows: <br />1. The sewer line from the building line to the septic tanks should be insulated to assure that freezing of <br />the line will not occur. <br />2. An appropriate barrier must be constructed around the treatment area and drainfields for protection <br />from off -road vehicles and snowmobiles. <br />Final Plans and Specifications for the treatment system must be signed by a Registered Professional <br />Engineer. <br />Water Supply <br />In accordance with the City's Comprehensive Plan, the church is located in an area designated as rural, and <br />the extension of water into this area is not anticipated in the immediate future. An on -site new well is <br />therefore necessary, and shall be subject to the review and approval of the Minnesota Department of Natural <br />Resources (DNR). The DNR has stated that if appropriated water exceeds 10,000 gallons per day or one <br />million gallons a year, a DNR permit will be required. Under the development as proposed, estimated water <br />usage is proposed to be 2800 gallons per day with a peak usage (large events), of 4200 gallons per day. The <br />DNR has also recommended the use of lake water to meet irrigation needs. It is likely that a deep aquifer <br />such as the Prairie du Chien/Jordan would be utilized, and any impacts to wells on neighboring properties <br />would be unlikely. <br />