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PRRIP Adaptive Management Plan
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PRRIP Adaptive Management Plan
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Last modified
1/26/2010 4:36:28 PM
Creation date
5/28/2009 12:31:18 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8461.100
Description
Adaptive Management Workgroup (PRRIP)
State
CO
Basin
South Platte
Water Division
1
Author
PRRIP
Title
PRRIP Adaptive Management Plan
Water Supply Pro - Doc Type
Project Overview
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TP-2: The maintenance of tern and plover populations in the central Platte requires/does not <br />require that sandpits and river continue to function together to provide nesting and foraging <br />habitat. <br />TP-3: Ephemeral nesting areas in the river are/are not needed for long-term nesting success of <br />tern and plover. <br />TP-4: Existing river flows influenced by drought, floods, hydrocycling, etc., do/do not provide a <br />sufficient forage base (invertebrate/fish recruitment, survival, and correct composition) <br />throughout the central Platte River study reach for populations of terns and plovers during the <br />season. <br />III.C.3. Pallid Sturgeon (PS) CEM <br />The draft CEM for pallid sturgeon (Figure 7) was developed using the process generally <br />described above in Section III.A. Hypothesis corresponding to linkages in the CEM are found in <br />the table below. <br />Pallid Stur eon H otheses <br />PS-1: Current habitat in the lower Platte River is/is not suitable for adult and juvenile pallid <br />sturgeon. <br />PS-2: Water related activities above the Loup River do/do not im act allid sturgeon habitat. <br />PS-3: Non-Program actions (e.g., harvest, stocking, Missouri River conditions) determine the <br />occurrence of pallid sturgeon the lower Platte River <br />III.C.4. Physical Process (PP) CEM <br />Draft CEMs and corresponding hypotheses regarding the overall physical processes of the Platte <br />River, including wet meadows, are discussed in the following table and illustrated in Figures 8, <br />9, and 10. The CEMs were developed using the technical subgroup as described above in <br />Section III.A. <br />Physical Processes Hypotheses <br />Flow-Sediment-Mechanical Approach <br />PP-1: Flows of varying magnitude, duration, frequency and rate of change affect the morphology <br />and habitat quality of the river, including: <br />• Flows of 5,000 to 8,000 cfs magnitude in the habitat reach for a duration of three days at <br />Overton on an annual or near-annual basis will build sand bars to an elevation suitable for <br />least tern and piping plover habitat; <br />• Flows of 5,000 to 8,000 cfs magnitude in the habitat reach for a duration of three days at <br />Overston on an annual or near-annual basis will increase the average width of the <br />vegetation-free channel; <br />• Variations in flows of lesser magnitude will positively or negatively affect the sand bar <br />habitat benefits for least terns and piping plovers. <br />PP-2: Between Lexington and Chapman, eliminating the sediment imbalance of approximately <br />400,000 tons annually in eroding reaches will: <br />• Reduce net erosion of the river bed; <br />• Increase the sustainability of a braided river; <br />• Contribute to channel widening; <br />September 1, 2006 Adaptive Management Plan 16
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