Q. The domestic water siphon "back up" system for sump pumps is more reliable than a 12 volt battery back-up system. The City's website states the following: (This system)"Uses about 2 gallons of pressurized fresh water to pump out 1 gallon of sump water. Water usage will show up on the water bill." What would the estimated flow rate be, to the Storm Sewer system, during PEAK FLOW periods, for one Target Neighborhood, such as Orchard Hills, if ALL of the ("99% of homes in this Target Area are equipped with FDDs per OHM") WERE equipped with water siphon back up systems? What would be impact to the Peak Flow rates to the Storm Sewer systems to the Morehead and Churchill areas? Can the City justify the "sustainability" impact of using this quantity of domestic water for the purposes of satisfying the goals of the FDD program?
A. The 2 to 1 computation is a relatively easy computation to make, but that condition only occurs in the rare condition of the failure of the sump pump. I can think of two primary failure modes of a sump pump: 1) when the pump itself burns out, and 2) power failure. Presumably in condition 1 - sump pump failure, the impacts on the storm system would be negligible, as it is not likely that very many would occur simultaneously. In condition 2 - power failure, the impact on the storm system would depend on the extent and frequency of power failures. It is this piece that is not so easy to quantify with our current information in hand. Perhaps the survey might help us understand this piece, by examining the answers to the questions about water in basement. I would suggest that we wait for those results before commenting further.
From Frank Burdick:
The purpose of this question is to help us make a recommendation for back up systems.
This response is incomplete. It should have been allowed to remain open until after the survey results were addressed. In addition, our "engineer" on the project should provide a calculated solution the hypothetical scenario noted in the question. As Hupy said... engineers design system to be redundant and to the worst case flows... etc... .
Should this SSWWE CAC recommend water siphon back ups on ALL pumps? If so... well..... please re-read the question and provide a complete answer. Please assume a 5 hour storm event. Thank you.
Comments
Joe Conen on 15 Feb, 2014:
Peter Houk on 15 Feb, 2014:
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Lori Byron on 12 Mar, 2014:
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Jim Osborn on 13 Mar, 2014:
Jim Osborn on 13 Mar, 2014:
Joe Conen on 14 Mar, 2014:
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Michelle Lovasz on 15 Mar, 2014: