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FLOOD06837
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Last modified
1/25/2010 7:10:06 PM
Creation date
10/5/2006 2:32:56 AM
Metadata
Fields
Template:
Floodplain Documents
County
Alamosa
Community
Alamosa
Stream Name
Rio Grande
Basin
Rio Grande
Title
Master Drainage Plan Alamosa
Date
3/1/1982
Prepared For
Alamosa
Prepared By
McCarty-Hurst
Floodplain - Doc Type
Floodplain Report/Masterplan
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<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 />I <br /> <br />System Improvements <br />2nd Stage Development <br /> <br />From <br /> <br />Pipe <br />Size <br />(inches) <br /> <br />Pipe <br />Length <br />(feet) <br /> <br />To <br /> <br />Lower end of retention pond <br /> <br />1st lateral (see Al- <br />ternative 1 for loca- <br />tion) <br /> <br />600 <br /> <br />36 <br /> <br />Main Street between Poncho <br />and Richardson <br /> <br />Main trunk line <br /> <br />42 <br /> <br />175 <br /> <br />1st lateral <br /> <br />Intersection of 6th <br />Street and West Ave. <br />(2nd lateral) <br /> <br />42 <br /> <br />1,050 <br /> <br />Main Street at intersection <br />with West Avenue <br /> <br />Main trunk line <br /> <br />42 <br /> <br />375 <br /> <br />2nd lateral <br /> <br />3rd lateral <br /> <br />48 <br />42 <br /> <br />1,200 <br /> <br />Main Street at intersection <br />with Ross Avenue <br /> <br />Main trunk line <br /> <br />375 <br /> <br />3rd 1 a tera 1 <br /> <br />4th lateral <br /> <br />48 <br /> <br />1,300 <br /> <br />Note: This ties the 1st and 2nd stages together and allows for more flooding <br />relief. <br /> <br />System Improvements <br />3rd Stage Development <br /> <br />Construct larger detention pond connected by pipe to original detention/reten- <br />tion pond. This pond will be located south of the railroad tracks. This al- <br />lows for the use of smaller pipe sizes in 6th Street with detention at the <br />Alamosa Inn, both designed for the 100-year storm. <br /> <br />As part of both alternatives, larger and different type inlets will be needed <br />on Main Street. <br /> <br />-33- <br />
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