Agenda - Council - 04/24/1984 - Laserfiche WebLink

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I I I I I I i I I i I I I I I I I i I Findings of Fact Flintwood Hills Second Addition Page (5) April, 1984 "Report on Comprehensive Sanitary Sewer Plan for the City of Ramsey", prepared by C.E.D. Inc., September, 1978 "Comprehensive Storm Drainage Plan for the City of Ramsey", prepared by C.E.D. Inc., February, 1980 "Comprehensive Water Plan for the City of Ramsey, prepared by C.E.D., Inc., September, 1981. "Ramsey Comprehensive Plan", prepared by Wehrman Chapman Associates, Inc., September, 1981 "Report by the City of Ramsey on the Impact of Landfill In It's Community", prepared by city staff, December, 1982 "Feasibility Report For Trunk Sanitary Sewer, Trunk Storm Sewer, & Public Water. Facilities for the 1983 Rum River Watershed Urban Area City of Ramsey, Minnesota, prepared by Hakanson Anderson Associates, Inc., April, 1983 "Feasibility Report for Lateral Sanitary Sewer, Storm Sewer, Watermain, and Street Constructio~ For Flintwood Hills Second Addition, City of Ramsey, Minnesota, prepared by Hakanson Anderson Associates, Inc., February, 1984 V. SUMMARY OF ISSUES A. Groundwater Quality The construction of this project with municipal utilities will create less of an impact on the ground water guality than if the project were constructed with private sewer and water systems. Wastewater from the proposed development will be transported to the Anoka Wastewater Treatment Plant by MWCC Interceptors. There it will be treated and discharged into the Rum River. A EAW will be completed on the Ramsey Second Connection and will cover the regional wastewater facilities in detail. This EAW will stand in lieu of any future EAW's prepared by the City concerning wastewater disposal. Water for domestic use within the development will be obtained from a municipal well developed in the Ironton Galesville formation. The maximum pumping rate projected for the well is 500 gallons per minute and the well is located approximately 2 miles from the fill area at the Ramsey Sanitary Landfill. A groundwater monitoring system for both the upper and lower groundwater formations between the landfill and the municipal well is proposed to be implimented. This would supplement the existing monitoring program at the landfill which has been in effect since 1972. In January 1981, Barr Engineering Co. reviewed the landfill for Anoka County and concluded that test results did not indicate that leachate migration is affecting the downgradient wells.