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FLOOD11759
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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 />L, . . <br /> <br /> <br /> <br />Phase2: Alternative Drainage Facility Evaluation <br /> <br />inadvertent storage can be reduced and advantage can be taken of the beneficial aspects. <br />Limited drainageway improvements are included in this alternative. <br /> <br />The lO-year alternative relies on the crossings at G Road and the Government Highline <br />Canal to control flow rates downstream and subsequently control the flood hazard. <br />Unfortunately, this flooding creates a flood hazard upstream of these crossing and <br />inundates several properties. To mitigate this hazard, it is proposed that the property <br />subject to flooding during the lO-year flood will be purchased. It must be recognized that <br />flooding during larger events will continue to occur and that damage outside the newly <br />acquired property is likely. <br /> <br />~?a~ne1 iI?pr?v.e~e~ts within.the W~tershed include improvements to the Stub Ditch <br />drainage channel. This includes the enlargement of the channel to carry 50 cfs. These <br />improvements consist of channel excavation and embankment construction. In <br />combination, this prevents the overtopping of the channel and the subsequent flooding of <br />properties above the Government Highline Canal. There are limited additional areas <br />where channel improvements are needed, primarily in conjunction with culvert <br />improvements at select locations along the channel parallel to F % Road. Generally, these <br />consist of the addition of another 48-inch diameter culvert parallel to the existing <br />crossing at two driveway locations along the road. An alternative is the complete <br />replacement of the existing crossings with a new 60..inch crossing. <br /> <br />The cost of these structural improvements, including land acquisition for the areas <br />flooded during the lO-year flood, is estimated to be $795,000. This represents the capital <br />cost of the facilities, the cost of land, and the cost of any incidental construction such as <br />roadway repairs or utility relocation. Table 2 presents a tabular summary of the costs of <br />the improvements associated with this alternative. <br /> <br /> <br /> <br />Page 20 <br /> <br />;-""'\ <br />~ <br /> <br />......._y' <br /> <br />@l. <br />
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