12/10/2003 P&Z Packet - Laserfiche WebLink

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• • • Eagle Brook Church Review Page 5 November 5, 2003 City of Lino Lakes, Minnesota Percolation tests were not submitted, and must be provided. 4. For a performance system the following items are also required for submittal: 1. Estimated costs for construction, operation, monitoring, service, component replacement, and management. 2. Anticipated system life. 3. Hydraulic and organic loading rates to all components of the system. The Church or the design engineer must submit the required information, and verify that Performance systems are allowed. In addition, the Church will be responsible for the long term maintenance and upkeep of the on -site treatment system. Water Supply In accordance with the City's Comprehensive Plan, the church is located in an area designated as rural, and the extension of water into this area is not anticipated in the immediate future. An on -site new well is therefore necessary, and shall be subject to the review and approval of the Minnesota Department of Natural Resources (DNR). The DNR has stated that if appropriated water exceeds 10,000 gallons per day or one million gallons a year, a DNR permit will be required. Under the development as proposed, estimated water usage is proposed to be 2800 gallons per day with a peak usage (large events), of 4200 gallons per day. The DNR has also recommended the use of lake water to meet irrigation needs. It is likely that a deep aquifer such as the Prairie du Chien/Jordan would be utilized, and any impacts to wells on neighboring properties would be unlikely. Further details regarding the water supply distribution system will be required upon submittal of final construction plans, including design considerations for fire protection and adherence to local and State regulations as required. Plan Comments Full size and 11X17 -size Application for Conditional Use permit plan sets (14 sheets) dated October 13, 2003 have been provided. As previously stated, these plans suffice for preliminary review at this time but are considered incomplete for construction purposes. Following are some preliminary review comments: Site Plan As previously stated, at least some improvements to County Road 21 will be needed at the church site per the requirements of Hennepin County. The required improvements (turn lanes, widening, etc.) to County Road 21 are not shown adequately. The church has been in contact with Anoka County to establish appropriate access points on 20th Avenue North (County Road 21), and necessary improvements (widening and tum lanes). The plan must also show the proposed turn lanes, lengths, and other improvements as required by Anoka County. A construction plan must also eventually be provided that includes specific design details,