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09-13-1993 Council Packet
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09-13-1993 Council Packet
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H. Adjacent Lots <br />• 2 of 9 have receni mound systems (1985. 1987) <br />• 7 of 9 have trench systems ranging from 5 years to 30+ years in age. <br />• 5 or 6 of these potentially are in)n-conforming due to lack of 3* separation. <br />• None are currently failing. <br />Potential for Connecti(m to .Sewer <br />• Laterals to serve Heritage Drive and Heritage l^ne would likely be located in the <br />roadway, with a connecting lateral (possibly requiring a lift station) to the Crystal <br />Bay lift station, or by connection under the railroad to e.xisting laterals in Brown <br />Road.. <br />• Total length of laterals to serve all areas di.scussed above is 3,600-4,000 feet (see <br />connection concepts A and B). <br />3.Webber Hills <br />• 34 e.xisting homes, nv) vacant lots. <br />• Subdivision created in 1964. <br />• Developed lot size range: 0.9 acre - LI acre e.xcluding wetlands <br />** Developed lot size average: 1.0 acre <br />• Majority are within l.OOO feet of OHWL of Tanager Lake or French Uke North <br />Basin. <br />System Conditions: <br />m <br />m <br /># <br /># <br />Original systems constructed 1965-1977. <br />1 system currently failing. <br />14 of 34 have had major repairs or replacement during period 1978-1992. <br />Of 34 systems. 4 are mounds, 30 are trenches. <br />Of 34. the 25 built/replaced prior to 1983 potentially do not meet 3’ separation. <br />So far, all properties with systems needing repair have had a site available. <br />How'ever, this tray not be the case for all properties in the future. <br />Potential for Connection to Sewer: . r k <br />• Webber Hills at its closest point is heated approximately 0.4 miles n(*rth of the <br />Crystal Bay sewer lateral where connection might be made. <br />• Due to variable elevations, bringing all id Webber Hills sewage to a single location <br />will likely require one lift station. A second lilt station would likely be required to <br />feed a force main in either Willow Drive or Brown Road. <br />• 1 he Willow Drive route might serve as many as 42 total units requiring as much as <br />5 800 lineal feet of piping I he Brown Road route would likely serve 45 um*^ via <br />7!o OO lineal feet of pipe. Father route has a minor capability to serve umts outside <br />the Webber Hills subdivision
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