Laserfiche WebLink
Disadvantaaes <br /> <br />Valuable commercial property is being used for stormwater ponding, <br />Water could potentially remain in the pipe to elevation 854,7, which is <br />higher than the pipe inverts, However, even if the pipe would freeze to <br />elevation 854;'7, more than 1/3 of the pipe would remain open, It is <br />unlikely that the pipe would freeze past the 48" ROP's since the pipe is 8~ <br />deep, <br /> <br />I <br />I <br />I <br />! <br /> <br />Summary of Alternative 3 <br /> <br />Description, , <br /> <br />This alternative is similar to Alternative 2 except that the proposed pond outlet wouM <br />connect to an existing storm sewer to the south as shown on Figure 3. The total cost <br />this alternative is $424,098. <br /> <br />Advantages <br /> <br />Provides better flood protection that the three "non-ponding" alternatives, <br />All pipe inverts are above tht~ pond normal elevation. <br /> irlst~,, <br />The portion of storm sewer west of the proposed pond could be ' '" <br />when needed. <br /> <br />Disadvantages <br /> <br />Valuable commercial property is being used for stormwater ponding. <br />A portion of Tungsten Street will need to be reconstructed to install the <br />outlet. <br />Approximately 210 feet of pipe would need to be jacked under Highway <br />10, It may be difficult to control the pipe invert at the proposed slope of <br />0.15%. <br />Discharging to the Tungsten Street storm sewer would influence the <br />existing flood eIevation in that system. <br /> <br />Summary of Alternative 4 <br /> <br /> I <br />! <br />I <br />.I <br />I' <br /> <br />D~.e. scription <br /> <br />Alternative 4'is similar to Alternative 1 except that the control structure which controls <br />the pond overflow would be located directly south of the existing stormwater pond as <br />shown on Figure 4, All Iow flows would be conveyed to the existing pond for w~ter <br />quality treatment, Flows above elevation 854 would be conveyed to the Sunfish Lake <br />Bird, system with a separate storm sewer line, The total cost of this alternative is <br />$441,375. <br /> <br />Page 2 of 3 <br />\\HaOl\Shan~d Docs'C4unlciparV~ RAMSEY~417',RA417A~tSummarles.doc <br /> <br /> I <br />I <br />I <br />I' <br />I <br /> <br /> <br />