Laserfiche WebLink
interceptor sewers accept all of the sewer flow south of Trott Brook. <br />Based on information provided by City Staff, it has been assumed that the properties <br />north of Trott Brook contain approximately 3,800 acres of developable land that could be <br />developed with a density of 2.3 units per acre. Based on this density, the area north of Trott <br />Brook would be developed with approximately 8,800 units and would support a maximum <br />population of approximately 26,400 people based on 3.0 people per unit. At this time, it is <br />anticipated that any sewer treatment for the area north of Trott Brook would be treated at a <br />facility owned and operated by MWCC and located within the North Trott Brook Service Area. <br />F. RUM RIVER SEWER DISTRICT <br />The Rum River Sanitary Sewer District shown on Figure 1 contains approximately 5,610 <br />acres of developable property. It is anticipated that at ultimate development this area can support <br />approximately 15,401 residential units with a maximum population of 46,203 based on 3.0 <br />people per unit. The ultimate sewer flow for the Rum River District is estimated to be 3.64 mgd. <br />This total consists of 3.46 mgd residential flow, 0.14 mgd commercial / industrial flow, and 0.04 <br />mgd of special use flow. It is proposed that the existing 30 -inch interceptor sewer accept all of <br />the sewer flow from the Rum River District. Smaller local interceptors are proposed to serve the <br />local sewer sub -districts. <br />G. MISSISSIPPI RIVER SEWER DISTRICT <br />The Mississippi River Sanitary Sewer District shown on Figure 1 contains approximately <br />4,354 acres of developable property. It is anticipated that at ultimate development this area can <br />support approximately 9,309 residential units with a maximum population of 27,927 based on <br />3.0 people per unit. The ultimate sewer flow for the Mississippi River District is estimated to be <br />3.68 mgd. This total consists of 2.20 mgd residential flow, 1.45 mgd commercial / industrial <br />flow, and 0.03 mgd of special use flow. It is proposed that the existing 30 -inch interceptor sewer <br />accept all of the sewer flow from the Mississippi River District. Smaller local interceptors are <br />proposed to serve the local sewer sub -districts shown on Figure 3. <br />City of Ramsey Page 2-5 <br />Comprehensive Sanitary Sewer Plan - 2004 Prepared by Bolton & Menlc, Inc. <br />