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Last modified
1/26/2010 12:54:48 PM
Creation date
10/12/2006 12:16:34 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.200.10.H
Description
UCRBRIP Stocking
Basin
Colorado Mainstem
Date
9/5/1996
Author
UCRBRIP
Title
Procedures for Stocking Nonnative Fish Species in the Upper Colorado River Basin
Water Supply Pro - Doc Type
Publication
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<br />APPENDIX B <br />TERMS OR ACRONYMS USED IN THESE PROCEDURES <br /> <br />Critical habitat: River reaches formally designated as critical in accordance <br />with the Endangered Species Act of 1973. as amended. Includes portions <br />of the Colorado, Green. Duchesne. White, Yampa, and Gunnison Rivers and <br />portions of the associated 100-year floodplains that contain areas <br />essential to recovery of the endangered fishes. <br /> <br />Direct Connection: Waters that flow directly into critical habitat. This <br />does not include waters above reservoirs where escapement has been <br />addressed in accordance with these Procedures. <br /> <br />ESA: Acronym for Endangered Species Act. <br /> <br />FEMA soecifications: Dikes built to isolate ponds from flooding must have a <br />minimum of three feet of freeboard above the baseflood elevation. They <br />must have a minimum of one additional foot of freeboard if the dike is <br />within 100 feet of an area where the water is constricted. The <br />upstream end of the dike must have a minimum of an additional one-half <br />foot elevation of dike. The dike must be designed and constructed in <br />accordance with recognized and accepted engineering methodologies. The <br />dike must be "watertight. substantially impermeable to the passage of <br />water. and be capable of withstanding hydrodynamic and hydrostatic <br />forces, and the effects of buoyancy." For existing dikes to qualify, <br />they must be certified via a written report by a qualified engineer. <br />The report will consider depth of flooding, floodplain elevation, <br />duration of flooding, embankment geometry, embankment and foundation <br />materials. embankment compaction, penetrations. other design factors <br />affecting penetration. channel constriction, and any other factors that <br />may effect the ability of the dike to withstand flood events. <br /> <br />Ordinary High Water Line (OHWL): This is the water level which represents the <br />. water surface elevation during a normal (annual) high water event. The <br />physical evidence denoting the OHWL is the point where perennial <br />hydrophytic plant life converges with bare substrate (rock. gravel, <br />sand. fines) or with substrate interspersed with annual vegetation. <br /> <br />5 feet above ordinary hiqh water line: This term refers to the vertical <br />distance from the lowest point on the natural (or artificial/man-made) <br />dike that forms the isolated pond to the ordinary high water line <br />(OHWL) of adjacent streams. This height above the OHWL approximates <br />the 50-year floodplain that is based on professional judgment and field <br />observations of State and Service hydrologists and gaging tables for <br />the Upper Colorado River Basin. Five and one-half feet above the OHWL <br />approximates the 100-year floodplain. This is a relativ~ly simple <br />method for approximating the 50- and 100-year floodplains that is <br />accurate and definable during on-site visits. <br /> <br />Isolated Ponds or Waters: Ponds or waters that have no connection with the <br />river (no outlet). <br /> <br />19 <br />
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