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Commercial development will proceed as demand dictates. Area I <br />will include 14 commercial lots. Area II consists of 8 tax parcels <br />including 2 which have not been platted. The unplatted portion <br />could be developed into an additional 10 to 15 lots for a total of <br />15 to 20 commercial lots. Area III includes 30 commercial lots and <br />1 residential lot. Area IV consists of 7 parcels which could be <br />platted into 18 residential lots. Normal and peak demands are <br />projected based on flow measurements of existing customers by <br />Madison Metropolitan Sewerage District for billing purposes. Based <br />on 14 existing sewerage customers, the average demand is 0.0125 gpm <br />per thousand square feet (ksf) of lot. Three truck stops have a <br />very high demand, and after eliminating them, the average demand is <br />0.0015 gpm per ksf. See Appendix B. <br />The projected 2013 average demand is 115 gpm based on complete <br />development of the water district (9,424 ksf * 0.0125 gpm per ksf <br />= 115 gpm). The actual demand will probably be less than this <br />because the number of high -water -demand truck stops should be <br />proportionately less. In addition, increased costs and <br />conservation pressures may cause the existing truck stops to <br />recycle their wash water or limit use. A realistic value might be <br />50 gpm (9424 ksf * 0.005 gpm/ksf = 47.1 gpm). <br />The ultimate area to be served is restricted. Lands north of <br />Highway 19 are currently furnished water by the Windsor Water <br />Utility. Lands west of the C. M. St P. & P. Railroad or southwest <br />of Daentle Road are mostly in the Cherokee Marsh and owned by <br />Wisconsin DNR. Lands east of Hwy 51 and northeast of I-90-94 are <br />mostly in the Token Creek County Park, owned by Dane County. Lands <br />south of Hoepker Road are within the noise restricted zone of the <br />Dane County Regional Airport. Areas that may ultimately be added <br />are shown on Figure 2 and are labeled A through D. Area A includes <br />approximately 160 acres of farm land which could be developed into <br />commercial land. Area B includes approximately 105 acres of farm <br />land which could be developed into commercial or residential lots. <br />Area C includes approximately 120 acres of light industry with some <br />single family residences. All but the top of the Hoepker Road hill <br />could be connected to the proposed water system. Area D includes <br />approximately 115 acres of farm land which could be developed into <br />commercial lots. Area D is close to the Dane County Regional <br />Airport landing path, so noise regulations may severely limit <br />possible development. The projected ultimate average demand is 208 <br />gpm based on complete development of the ultimate water district <br />(Areas I through IV and A through D) and a realistic water demand <br />(41,441 ksf * 0.005 gpm per ksf = 208 gpm). <br />INVESTIGATIONS <br />Investigations include review of soil information (Appendix A), <br />existing sewer flows (Appendix B), area wells (Appendix C), well <br />site survey (Appendix D), and agency review letters (Appendix E). <br />The agencies contacted include the Public Service Commission, <br />Division of Historical Preservation, Director of the Bureau of <br />Endangered Resources, and the Federal Aviation Administration. <br />3 <br />