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Last modified
7/29/2009 10:15:55 PM
Creation date
10/12/2006 1:30:38 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8059
Description
Section D General Studies-State Water Plan
State
CO
Date
1/1/3000
Author
CorpsofEngineers
Title
State Water Plan Potential Projects-Information on the Potential Plans of Improvement in the Sand and Toll Gate Creeks Basin-An Extraction from the Corps of Engineers Interim Report
Water Supply Pro - Doc Type
Report/Study
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<br />~ <br />~ <br />:? <br /> <br />Table 10 <br />PERTINENT DATA <br />SAND CREEK DAM AND RESERVOIR <br /> <br />Drainage area, sq. mi. <br />Embankment: <br />Crest elevation, feet, m.s.l. <br />Crest length, feet <br />Type of fill <br />Volume of fill, cu. yds. <br />Minimum freeboard, feet <br />Spillway: <br />Type <br />Location <br />Crest elevation, feet, m.s.l. <br />Minimum crest width, feet <br />Outlet works: <br />Type <br />Inlet elevation, feet, r..s.l. <br />Inside diameter, feet <br />Reservoir areas and storage: <br />Sediment pool, acre-feet <br />Surface area, acres <br />Flood control pool, acre-feet <br />Surcharge capacity, acre-feet <br />Surface area, acres (to spillway crest) <br />Gross storage, scre-feet <br />Storage zone elevations: <br />Sediment, feet, m.s.l. <br />Flood control, feet, m.s.l. <br />Surcharge, feet, m.s.l. <br />Lands: <br />Exclusive recreation, acres <br />Total project, acres <br /> <br />83 <br /> <br />5690.5 <br />10,000.0 <br />Rolled earth <br />5,330,000 <br />5.0 <br /> <br />Earth cut <br />Left abutment <br />5675.0 <br />1,000.0 <br /> <br />Gated <br />5587.0 <br />7.5 <br /> <br />5,000 <br />330 <br />20,800 <br />37,200 <br />1,420 <br />63,000 <br /> <br />5625.0 <br />5658.0 <br />5685.5 <br /> <br />36 <br />3,536 <br /> <br />c. Toll Gate Creek dam and reservoir. The potential Toll <br />Gate Creek dam and reservoir would be designed to store the <br />standard project flood and the spillway design flood. In sddi- <br />tion, the reservoir would be designed to contain storage for <br />100 years of sediment runoff. A gated low-level inlet would be <br />provided to regulate reservoir releases. The outlet works <br />would consist of a concrete intake structure with a low-level <br />inlet, a concrete conduit, and a drop structure with a stilling <br />basin at the downstream end of the conduit. The channel between <br />the outlet works and 6th Avenue would be improved to provide <br />capacity for the outlet works releases. Pertinent data for the <br /> <br />56 <br />
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