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WSP07833
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Last modified
1/26/2010 2:29:04 PM
Creation date
10/12/2006 2:37:45 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8142.600.30.A
Description
Other Studies - Purgatoire River Transit Loss Study
State
CO
Basin
Arkansas
Water Division
2
Date
6/1/1953
Author
Corps of Engineers
Title
Review Report on Survey for Flood Control - Volume I
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />. <br /> <br />. <br /> <br />061\8 <br /> <br />Therefore, the scope of the investigations for this report includes <br /> <br /> <br />that portion of Purgatoire watershed above the mouth of San ~rancisco <br /> <br /> <br />Creek, about river mile 122, and more particularly the city of Trinidad, <br /> <br /> <br />Colorado, and vicinity. (See index map inside back cover.) <br /> <br /> <br />5. To determine the most suitable plan to provide flood protection <br /> <br /> <br />for the city of ~r'ir!idad and at the same time make more water available <br /> <br /> <br />for agricultural and industrial uses, investigations for this report in- <br /> <br /> <br />cluded reconnaissance surveys, instrumental surveys, and foundation in- <br /> <br /> <br />vestigations at the proposed project sites; property appraisals, deter- <br /> <br /> <br />mination of the flood plain; flood damage surveys; and detailed office <br /> <br /> <br />analyses of all field data obtained. <br /> <br /> <br />6. All maps and aerial photographs available from other Governmental <br /> <br /> <br />agencies and private interests were utilized when practicable. Where <br /> <br /> <br />suitable maps were not available, topographic maps were prepared from <br /> <br /> <br />field surveys. Aerial photographs were used extensively in delineation <br /> <br /> <br />of flood plains, for locating cultural features, and in the revision of <br /> <br /> <br />out-of-date maps. <br /> <br /> <br />7. Flood plains were delineated qy reference to maximum high water <br /> <br /> <br />marks which could be reliably identified for floods of record. Water <br /> <br /> <br />surface profiles were computed for hypothetical floods to evaluate the <br />effectiveness of improvements considered. <br />8. Core borings were made at the Trinidad dam site. Borrow areas <br />were sampled for laboratory analysis to determine the suitability of <br />materials for construction purposes. <br /> <br /> <br />9. Economic surveys were conducted to evaluate and classify all <br /> <br /> <br />physical property in the flood plains. Damages resulting from recent <br /> <br /> <br />floods were inventoried. Damages from earlier floods and for hypothet- <br /> <br /> <br />ical floods were estimated by field appraisals of property and improve- <br /> <br /> <br />ments, based on the computed depths of inundation for the corresponding <br /> <br /> <br />discharges. <br /> <br />3 <br /> <br />,,;,.'- <br /> <br />. <br /> <br />
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