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Last modified
1/26/2010 10:24:09 AM
Creation date
7/29/2008 10:54:55 AM
Metadata
Fields
Template:
Floodplain Documents
County
Mesa
Stream Name
Bosley Wash
Basin
Colorado Mainstem
Title
Bosley Wash Drainage Master Plan - Phase 2: Alternative Drainage Facility Evaluation - Draft
Date
11/1/2002
Prepared For
Bosley Wash Watershed, CWCB
Prepared By
HDR Engineering, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />Bosley Wash Drainage Master Plan <br />f.'.'.'..,. <br />L <br /> <br /> <br />Phase 2: Alterna~ive Drainage Facility Evaluation <br /> <br />channel. These reaches have a limited local impact to properties immediately adjacent to <br />the channel. <br /> <br />Additionally, there are 'a number of areas within the Bosley Wash Watershed where <br />uncontrolled overflows from an' undersized channel flow away from the channel and <br />don't return as they might in a traditional floodplain. These areas represent a significant <br />area of flooding in the Watershed. In many ofthese cases, the uncontrolled overflows <br />flow down gradient away from the channel and cause flooding unrelated to the water <br />surfaces in the main channel. Since the overflows are no longer impacted by downstream <br />tailwater, they generally flow straight downhill and are often flowing fast, but are fairly <br />shallow. The uncontrolled overflows create a significant nuisance, and can cause <br />considerable cleanup effort, but do not often cause major structural damage to flooded <br />properties. <br /> <br />A further consequence of these uncontrolled overflows is that some areas not ordinarily <br />subject to flooding are now impacted. While some of these properties are subjected to <br />only the shallow overland flow, others are impacted when the water eventually reaches a <br />low point and begins to pond until it can be drained by the available drainage facilities in <br />that area. These areas are often flooded at a much deeper level and may experience more <br />significant flood damage. <br /> <br />2.1.1 Hwy 6IUnion Pacific Railroad Channel <br /> <br />Flow in the channel along the Union Pacific Railroad (UPRR) occasionally exceeds the <br />capacity of the channel. In these cases, water spreads out to the north until water in the <br />channel recedes sufficiently to drain these flooded areas (see Figure 2). This problem is <br />very localized and has a limited impact on flooding within the Bosley Wash basin. <br /> <br />2.1.2 Stub Ditch <br /> <br />The drainage channel along Stub Ditch represents an area of uncontrolled overflows. <br />Along much of the channel, the capacities are not adequate to convey all of the inflows. <br />The flow eventually overtops the southern bank of the drainage channel, overtops Stub <br />Ditch road, and flows downhill to the south. The overflows collect again in the ditch <br />along the Government Highline Canal. For portions of the western reaches of the Ditch, <br /> <br />L1LF~\:~:2:;'->~~~'~,~~~,;:;12~:,;'~E~)1:::T:i:~~==z1iill:=:~~~-~..~~~~.~_~~____ ~"~,.~~---::;:~.__ :~L" .~, ;;..~~,v. , <br /> <br />;,;:;~:~.I.i:~l!.fi,c. <br />..'..". J:..'" <br />/ -' <br />';' :. <br />" ;.. ~ <br />~<i;.1~:4<:j}:~~~~,'. <br /> <br /> <br />Page 3 <br /> <br />/"'"--...., <br /> <br />~ <br /> <br />@'1 <br />
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