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2018-01-24 CC Packet
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2018-01-24 CC Packet
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Stantec <br /> CITY OF CENTERVILLE -2018 LOCAL WATER PLAN <br /> WATER RESOURCE MANAGEMENT PLAN <br /> 6.0 WATER RESOURCE MANAGEMENT PLAN <br /> This chapter of the plan provides specific information as to the proposed management <br /> framework and methods to meet the water resource management objectives and policies <br /> outlined in Chapter 5. The storm sewer and drainage basin map for the City is presented in <br /> Figure 8. <br /> 6.1 STORMWATER MANAGEMENT AND MAINTENANCE <br /> The City experienced significant development in the early to mid-2000s. While development has <br /> slowed considerably the past several years due to the economic downturn, it is likely to pick up <br /> again in the future. It is anticipated that development could continue in the City for a number of <br /> years into the future until near ultimate population and growth is achieved. <br /> Stormwater improvements are a requirement of City Code Chapter 157 for new developments. <br /> Most new storm sewer constructed in the City will be funded by developers, either directly or <br /> through a bonding and assessment process. <br /> In accordance with the RCWD Watershed Management Plan, and in an effort to protect <br /> downstream waters, the City requires that all new developments provide for treatment of <br /> stormwater discharge. If a project cumulatively creates or reconstructs 10,000 square feet or <br /> more of impervious surface, the developer must apply for a permit from the City and RCWD for <br /> the project. <br /> The current water quality treatment standard for all projects except public linear projects is <br /> determined as follows: <br /> Required Water Quality Treatment Volume (f t3) <br /> = Area of New or Reconstructed Impervious Surface (f tZ)x 1.1(in) <br /> in <br /> \ <br /> TP Removal Factor from Table 1 -- t/12 (f I <br /> Required Water Quality Treatment Volume (f t3) <br /> in <br /> = Area of New or Reconstructed Impervious Surface (f tZ)x 0.75(in) - 12(-) <br /> 6.20 <br /> 58 <br />
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