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Last modified
11/23/2009 12:58:13 PM
Creation date
10/4/2006 10:08:52 PM
Metadata
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Template:
Floodplain Documents
County
Gilpin
Community
Central City
Stream Name
Eureka and Nevada Gulches
Title
Master Drainage Study
Date
2/12/1988
Prepared For
Central City
Prepared By
HydroDynamics
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />CENTRAL CITY KASTER DRAINAGE STUDY <br /> <br />21 <br /> <br />. <br />. <br /> <br />embankment can provide sufficient storage capacity to <br />significantly reduce peak flows. <br /> <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 />2 <br /> <br />An improved inlet on the Opera House flume can significantly <br />reduce or prevent street flooding for given discharges. The <br />Opera House flume capacity is over 400 cfs. (see Figures 4.1.2 <br />and 4.1.3). The present inlet configuration, according to CWCB, <br />allows only 150 cfs to enter before water overtops the headwall. <br />The improved inlet will properly align flows and hydraulically <br />smooth the inlet to increase capacity to 250 cfs. <br /> <br />Major drainage facility recommendations for Eureka Gulch are: <br /> <br />1. Dorothy Lee Placer detention pond (Figure 1.1.1) <br /> <br />2. Opera House flume inlet improvements (Figure 4.1.2) <br /> <br />3. Gregory Gulch/Lawrence Street cribbing (Figure 4.1.4) <br /> <br />4. MacFarlane Foundry flume replacement (Figure 4.1.2) <br /> <br />5. Prosser Loop pipe replacements (Figures 4.1.1. and <br />4.1. 2) <br /> <br />6. Rehabilitate Opera House flume (Figures 4.1.2 and <br />4.1.3, Miscellaneus Construction in Section 6) <br /> <br />7, Remove trees and debris from Eureka Gulch west of the <br />Opera House (Miscellaneus Construction in Section 6) <br /> <br />8. Rehabilitate Prosser Loop (Lion's Park) Pond (Figure <br />4.1.1, Miscellaneus Construction in Section 6) <br /> <br />Each of these are discussed in more detail below. <br /> <br />4..1.2 <br /> <br />Local Drainage <br /> <br />All existing local drainage is overland in the residential areas <br />above downtown. Freeze/thaw damage, rutted roads and erosion of <br />road base result. T~e problem is especially damaging on southern <br />aspect slopes which experience larger temperature changes during <br />winter. <br /> <br />Water conveyed overland during winter thaws collects in shadows <br />forming ice floes behind buildings resulting in hazards to both <br />the residents and structures themselves. Summer rains wash road <br />base from City streets (some of which have slopes greater than 25 <br />percent) into the downtown area. <br /> <br />A remedy for these problems is to collect drainage and convey it <br />to Gregory Gulch before it causes damage. A second part of the <br />effort is to re-train City maintenance crews to grade streets to <br />make the best use of the local drainage system. <br /> <br />~ <br /> <br />HydroDynamics Incorporated <br />
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