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Amended Work Plan Kiowa Creek Watershed
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Amended Work Plan Kiowa Creek Watershed
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Last modified
8/9/2010 3:12:10 PM
Creation date
8/4/2010 3:16:13 PM
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Template:
Water Supply Protection
Description
Kiowa Creek Watershed
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1956
Author
Soil Conservation Service USDA
Title
Amended Work Plan Kiowa Creek Watershed
Water Supply Pro - Doc Type
Report/Study
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With all the work that has been done in the past there has been no <br />coordinated watershed plan and much remains to be done to reduce flood <br />and erosion damage to a practical and desirable level. The project <br />watershed comprises about one -sixth of the area of the Kiowa district. <br />. RECOMMENDED FLOOD PREVENTION PRO_ GRAM <br />MEASURES PRIMKRILY FOR FLOOD PREVENTION ( "A" MEASURES) <br />Flood Water Retarding Structures <br />~ A system of approximately 68 water retarding structures is planned f or the <br />Kiowa Creek watershed. The dams will be of earth fill construction with <br />natural spillways on native sod or cut spillways seeded to grass to pre- <br />vent erosion. <br />Based on the East Kiowa Creek study, these structures will have detention <br />capacities that range from under 10 acre feet to slightly over 20.0 acre <br />feet and will average around 40 acre feet per structure. The run -off <br />from about 65 per cent of the watershed will be controlled by the system <br />of retarding structures. The structures are designed to contain the floods <br />which occur once in 25 years. Floods of a 50 year frequency will be suf- <br />ficiently retarded to significantly reduce over -bank flooding. Sufficient <br />capacity is provided in each reservoir to store the sediment anticipated <br />to accumulate during the next 50 years. Ungated outlet conduits through <br />the dams will release the retarded flood water so that the reservoirs will <br />automatically empty in 24 to 36 hours. <br />Stabilizing and Sediment Control Structures <br />Fifty structures are planned primarily to reduce sedimentation and erosion, <br />and to protect and maintain the capacity of the detention reservoirs. These <br />structures will take the form of darns or diversions with all their capacity <br />reserved for sediment storage. <br />Channel Improvement <br />Channel work is planned along the main stream and will involve channel- <br />ization where needed, clearing for a defined channel, revetment, and bank <br />protection measures. The bank protection work will consist of cable and <br />tree revetments, small jetties, and willow plantings, and will be done <br />mainly by District cooperators as a Fart of their individual conservation <br />programs as a non - Federal contribution to the "A" measures program. This <br />work should be protected from fire and livestock use to lengthen its life <br />and encourage wildlife. <br />10t,SURES FOR THE CONSERVATION OF WATER AND WATERSHED LaNDS <br />WHICH CONTRIBUTE DIRECTLY TO FLOOD PREVENTION ( "B" MEASURES) <br />County fire protection plans, prepared by local and State representatives, <br />are now in effect and operation. These plans provide for community pre- <br />vention and control of grass and timber fires and are a great aid in sta- <br />bilizing the watershed by protecting the vegetative cover. <br />
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