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. { <br /> Page 2 <br /> The major component in the first phase is to remove suspected sump pump discharges from the <br /> Cresthaven Park subdivision. Other recommendations are to initiate a more aggressive pipe <br /> cleaning and root control program for the sewers in the study area combined with miscellaneous <br /> repairs to the system. As stated in the preceding paragraph, the maintenance issues will be dealt <br /> with in future staff presentations. i <br /> Televised inspection of area sewers showed the Cresthaven Park system to be in good condition li <br /> with very few signs of ground water infiltration. These inspections were conducted during wet <br /> weather and noted flows coming from some residential service laterals that were consistent with I� <br /> sump pump discharges (i.e. the flow exits the pipe in "waves" suggesting pump action pushing <br /> the discharge). <br /> Flow monitoring was used to determine the volume of sewage flowing through various locations <br /> in the area sewers. The flow in the sanitary sewer system was monitored during two significant <br /> rainstorms that caused the sewers to overflow. Flow momtonng dunng these storms logged a <br /> si ificant s ike in the sewer flows exiting the Cresthaven Park subdivision. These flows were <br /> � P <br /> significantly higher than is expected or recommended in sanitary sewers. A significant spike in <br /> the flow from a sewer in such good condition suggests discharges other than sanitary coming <br /> from the homes feeding the sewer. There is no other way for this quantity of storm water to enter <br /> the system. The most likely cause of this spike in the sanitary flow during a storm is the presence <br /> of sump pumps discharging into the system in reaction to rising ground water. <br /> The approach staff proposes to take with respect to suspected sump pumps in Cresthaven Park is <br /> to construct drain lines to convey sump pump discharges from neighborhood homes to nearby <br /> storm drains. BGM estimates a cost of around $400,000 to install drain lines in the Cresthaven <br /> Park subdivision. The purpose of these proposed drain lines is to provide an alternate location <br /> for the discharge of sump pumps rather than forcing them to be discharged onto the street or into <br /> yards where the flows are an ongoing nuisance (moss in the summer, ice in the winter, etc.). In <br /> order to design the proposed drain system, it is important that the City know which homes have <br /> sump pumps. In order to succeed in removing sump pumps from the City sewer, home plumping <br /> inspections may be necessary. To this end, staff proposes that a letter be sent to Cresthaven Park <br /> residents similar to the draft letter attached hereto. <br /> Staff recommends approval of the attached agreement with Tele Scan, Inc., for home inspection <br /> services. Households that declare that they do not have a sump pump or decline to respond to the <br /> letter are candidates for an inspection of their plumbing system. There are approximately 125 <br /> homes in the Cresthaven Park Subdivision. It is possible that all homes may need to be inspected <br /> and some homes inspected more than once. It is possible that City staff may need to obtain a <br /> search warrant to perform plumbing inspections on some homes. <br /> Broad brush options for financing any proposed drainage improvements to accommodate area <br /> sump pump discharges include: (1) full public funding, (2)public /private (assessment) funding, <br /> or (3) full private (assessment) funding. Staff will prepare financing options and <br /> recommendations when more information regarding the scope and parameters of the project are <br /> known. This will be after replies have been received to the letters sent and/or home inspections <br /> have been largely completed. <br />