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August 16, 2006 CCP
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August 16, 2006 CCP
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i i r <br />Date: August 9, 2006 for the Meeting of August 14, 2006 <br />Applicant: John & Diana Swanson/Jet Construction <br />Location: 8320 North Hidden Bay Trail <br />Requested Action: Section 700 Septic Setback Variances (2) <br />Land Use Plan Guiding: SRD <br />Existing Zoning: R-1 (Shoreland Overlay) <br />Site history and Existing Conditions: <br />Washington County records report the subject site to be 33,707 square feet in area (0.77 acres) <br />containing a house of 1,384 square feet constructed in 1954. The assessor's records report this to <br />be a 4 bedroom home. City Building Department records regarding this site begin with a. permit to <br />construct a septic system in 1980. There is no indication in the City files as to what manner of <br />septic treatment pre -dates this installation. The 1981 septic installation was specifically designed <br />(sized), permitted and constructed to serve a 3 bedroom home, and with a drainfield located <br />within not more than 2 feet from the east property lute. <br />No additional permits or City actions of significance appear in the records of this site. <br />A 2006 report by a State -licensed septic system inspector/designer indicates that the circa 1980 <br />septic system serving this site is a "failing system". Staff observes that serving a 4 bedroom home <br />with a system that had been designed to serve a 3 bedroom home (for at least a portion of the <br />previous 26 years) may have contributed to the system failure. <br />Discussion and Analysis: <br />The applicants' septic designer advises that the existing system can renovated to address the <br />present failing condition by the addition of new septic tanks and more than doubling the area of <br />drainfield trenches. From a infiltration area perspective the design has effectively mandated a <br />totally new drainfield — this time sized for 4 bedrooms rather than 3. Locating the new tanks and <br />drainfield trenches in reasonable proximity to the existing septic system components — but not in <br />the O11W setback to Lake Demontreville — results in the new dramfield trenches within 3 feet of <br />the east property line (10 feet required) and within 3 feet of the applicants' slab floor detached <br />garage (20 feet required). Drainfield setback standards are established by Minnesota Rules 7080, <br />which are adopted by the City by reference in Section 700 of the City Code. <br />While not required to support a septic variance application, we note that the neighboring property <br />owner to the east has submitted a letter offering no objection to the proposed drainfield <br />enlargement and variance to the yard setback. <br />
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