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2C, Townhouse Villages Drainage Issues
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2C, Townhouse Villages Drainage Issues
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and prevent flooding from a 100-year storm event,or an event similar to that experienced in <br /> July, 2011. The estimated cost for Option 6 is shown in Table 1. <br /> Option 6(Figure 7) <br /> This option looked at what improvements to the existing storm sewer system would be <br /> necessary to keep the pipes downstream of the southern low point from surcharging during a <br /> 100-year event. <br /> Approximately 865-feet of storm sewer pipe would need to be removed and replaced from the <br /> southern low point to the last manhole,prior to outletting into Pond 4. Extensive removal of <br /> existing driveways would be required,along with removal of recent improvements that <br /> occurred in 2011 Pavement Management Program. The estimated cost for Option 6 is shown in <br /> Table 1. <br /> Estimated Costs of Options <br /> Proposed construction costs for each option are summarized in the table below. These cost <br /> estimates are based upon public construction cost information. Estimated construction costs <br /> presented in the following table include a 20 percent contingency factor. <br /> Table 1-Cost Summary. <br /> -Option 1 - Berm&New Outlet from Pond 2 $17,400 <br /> -Option 2—Overflow Pipe from SE Low Point $20,300 <br /> Option 3—Diversion Pie $75,100 <br /> -Option 4—New Outlet Pipe from Pond 2 $59,000 <br /> -Option 5—New Outlet Pipe from SE Low Point $68,900 <br /> -Option 6—Increased Storm Sewer Pipe Size $100,800 <br /> Recommendations <br /> The most cost effective solution would be Option 5. This option would provide an alternative <br /> route for storm water to discharge from the southern isolated low point, without relying on the <br /> existing storm sewer pipe system to carry runoff away from this area of concern. <br /> The existing storm drainage system in this townhome development should be inspected on a <br /> regular basis to ensure that there is no blockage of the grates or in the storm sewer pipe that <br /> would cause water to backup during storm events. <br /> There is no emergency overflow adjacent to the two low points studied. Storm events greater <br /> than the 100-year design storm will continue to pose a flooding threat to adjacent homes, even if <br /> the proposed recommendation is constructed. <br />
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