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HomeMy WebLinkAboutNCS000515_04Storm Sewer System Info_20200921Comprehensive Stormwater Management Program 1.0 Storm Sewer System Information 1.1 Population Served The Town's present population is 3,569 according to 2010 US Census Data (from NC Office of State Budget and Management). This is approximately a 1.2% decrease from the 2000 estimate of 3,616. No seasonal population was identified. Estimated population within the ETJ is 1,520. 1.2 Growth Rate Although the annualized 10-year growth rate from 1990 to 2000 was approximately 32.4% based on 2000 US Census data, the population within the Town has remained flat from 2000 to 2010. 1.3 Jurisdictional and MS4 Services Areas: City Limits Plus ETJ: 5.96 Square Miles. MS4 Services area: 2.14 Square Miles. 1.4 MS4 Conveyance System: Storm drainage within the Town of China Grove consists of a broken network of pipes, ditches and open channels, which were installed at different times by many different entities. The flow of storm water travels through both public and privately maintained areas, and the level of improvements installed are the option of the property owner. The overall drainage area is relatively small and is served by three major creeks and numerous tributary steams. Therefore, the typical drainage path from overland flow to the outfall is short. The Town recently inventoried the conveyance system and prepared detailed maps of the entire system within the Town's municipal boundary limits. Existing stormwater piping: +24,000 feet of 8" to 48" diameter piping Stormwater inlets: +276 inlets Outfalls or discharge points: +60 (size from 12" to 60" diameter) Figure 3 of Appendix A is a location map of all inventoried outfalls within the Town's municipal boundaries. Appendix M includes detailed system maps showing the location of all inlets, piping and outfalls. Pease Commission No. 212129 March 2012 Comprehensive Stormwater Management Program 1.5 Land Use Composition Estimates ETJ Summa Zoning Classification Total Existing Area within ETJ Acres Minimum Residential Lot Size (Sq Ft) Approximate Existing Units per Acre Allowable Units Under Current Zoning Persons per Unit Total Projected Allowable Population B-1 2.393 B-2 29.331 B-3 190.046 M-1 949.1 M-2 152.326 -1 95.94 R-1 829.056 8,500 5.1 4,249 2.5829 10,974 R-2 209.745 7,0 6.2 1,305 2.5829 3,371 R-3 353.276 7,000 6.2 2,198 2.5829 5,678 R-R 1823.559 10,000 4.4 7,943 2.5829 20,51 R-S 551.872 12,000 3.6 2,003 2.5829 5,174 Unclassified 43 560 1.0 0 2.5829 Totals 5186.731 1 17 6 45,7151 Current Land Use Residential 73% Business and Commercial 4% Manufacturing and Industrial 21% Open Space 2% 1.6 Estimate Methodoloav Percentages were estimated from zoning map classifications. 1.7 TMDL Identification The USEPA developed an approach called total maximum daily loads (TMDL) for determining the total waste (pollutant) loading from point and nonpoint sources that a stream or other water body can assimilate and maintain its designated uses. With the TMDL approach streams, which do not meet water quality standards, are identified and the State establishes priorities for actions Pease Commission No. 212129 March 2012 Comprehensive Stormwater Management Program needed to meet water quality goals. There are no defined TMDLs within the Town's watershed. Pease Commission No. 212129 March 2012