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FLOOD04566
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Last modified
1/25/2010 6:46:36 PM
Creation date
10/5/2006 12:44:34 AM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder
Stream Name
Gregory, Bear Can, Bluebell Can Creeks, Viele Chan
Basin
South Platte
Title
Major Drainageway Planning Volume 1, Part C
Date
9/1/1970
Prepared For
Boulder County
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />33 <br /> <br />I <br /> <br />SECTION V <br /> <br />I <br /> <br />LEGA L AS PECTS <br /> <br />I <br /> <br />In the companion North Boulder Report, a section dealt with legal <br />opinions on the proposed drainage improvements. It was important to <br />develop the legal detai Is there because it was a pi lot study. The <br />same basic drainage law appl ies to South Boulder. <br /> <br />I <br /> <br />I <br /> <br />Mr. Joe Shoemaker of Denver, an urban drainage legal specialist, was <br />retained for a review of these new potential drainage improvements <br />in South Boulder during the spring of 1970. A field trip with him <br />and Dr. John Sheaffer of Chicago was made over the routes prior to <br />choosing alternates. Their opinions and consultations were helpful <br />in this assignment. <br /> <br />I <br /> <br />I <br /> <br />For urban drainage planning and design, the legal aspects of urban <br />drainage are of key importance. An improperly planned and designed <br />artificial waterway can expose a city or county to significant I ia- <br />bilities should the waterway fail. <br /> <br />I <br /> <br />In urban drainage pianning, it is essential to keep in mind that a <br />reasonable frequency of occurrence of storm runoff must be chosen for <br />practical and economical reasons. It is well known, and it happens <br />all too often, that a storm may occur over the basin much larger, and <br />having greater intensities, than that used for design purposes. Thus, <br />the matter of overtopping or failure of the channel works is a possi- <br />bility on all urban drainage faciiities. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Flood hazards with urban drainage works are often associated with im- <br />poundment reservoirs which, when topped, may fail and cause a surge <br />of water much larger than the rate of flow which would have occurred <br />under natural means. It is for this reason that impoundment reser- <br />voirs, when associated with urban drainage works, are planned and de- <br />signed in a manner befitting their damage potential. <br /> <br />I <br /> <br />I <br />I, <br /> <br />The choosing of routes for waterways in already urbanized areas pro- <br />vides temptations to the engineer to choose routes which the natural <br />flood waters would not follow if left to follow the downhi II course, <br />obeying the law of gravity. <br /> <br />I <br /> <br />This storm drainage pilot planning study has made it clear that master <br />planning of urban drainageways must be undertaken with the environ- <br />mental design team approach with full consideration being given to the <br />opinions of an attorney qual ified in urban drainage matters. <br /> <br />I <br /> <br />Pertinent quotations from Mr. Shoemaker's 1969 opinions are presented <br />below. The reader is directed to the April, 1969, Report for their <br />full context. <br /> <br />. <br /> <br />"We are dea ling here with the proper method of hand 1 i ng <br /> <br />I <br />
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