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<br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />for a lesser frequency can be constructed with additional <br />pipes installed in the future as conditions change. <br /> <br />The next downstream stage would be a 36-inch diameter out- <br />let pipe at the lower end of this pond. The pipe will ex- <br />tend 600 feet to the first lateral, which will be located <br />in the same place as Alternative 1. A 42-inch and 4B-inch <br />diameter pipe will continue from this point in 6th Street <br />to the Rio Grande River. Additional laterals will be lo- <br />cated as in Alternative 1, in West Avenue, Ross Avenue, and <br />State Avenue. <br /> <br />System Improvements <br />1st Stage Development <br /> Pipe Pipe <br /> Size Length <br />To (inches) (feet) <br />South side of highway 66 l~ <br />into 5 acre/feet re- <br />tention pond <br />6th Street on State 36 375 <br />Avenue (4th lateral) <br />Rio Grande River 48 2,350 <br /> <br />From <br /> <br />Alamosa Inn <br /> <br />Main Street <br /> <br />State Avenue <br /> <br />This first stage development provides relief of flooding <br />around the Alamosa Inn and, at the same time, relieves the <br />old system on Main Street so the upper ends are not over- <br />loaded. Larger inlets are needed around the Alamosa Inn <br />and the street in this area. <br /> <br />-32- <br />