Instream Flow Conservation Plan Monitoring Sample Clauses

Instream Flow Conservation Plan Monitoring. Discharge will be monitored in each stream downstream of all active diversions (Figure 3). For most streams, measurement will consist of a water level data logger and staff gage. Periodic measurements will be taken at varying discharges to establish a stage-discharge relationship for each site. This relationship will be used to convert the water level logger data into discharge. Tables relating the staff gage reading to discharge will also be developed. Periodic discharge measurements will continue as necessary to maintain the accuracy of the stage-discharge relationships. The point of measurement for Red Rock Creek is US Geological Survey gage 06006000. The point of measurement for the Red Rock River is between the mouth of Long Creek and the headwaters of Lima Reservoir and inflow data for Lima Reservoir (xxxx://xxx.xxxx.xxx/gp-bin/arc040_xxxx.xx?LIMR) less the West Creek measured inflow will be used to approximate the flow. For Xxxxx and Xxx xxxxxx, the monitoring locations will generally be the locations defined in the USFWS Red Rock Lakes-Montana Compact. Xxxxx Creek will be measured in both of its channels at the South Valley Road or below their confluence. Xxxxxx Creek will be measured at the North Valley Road by summing the flow in Xxxxxx Creek with that of the tributary spring creek immediately to the east which joins Xxxxxx Creek downstream of the North Valley Road. Stream flow monitoring will occur from approximately April – October depending on snow and ice conditions. Monitoring will occur annually on all streams. Intermediate monitoring points may be developed upstream of the designated measurement points as part of an SSP to ensure connectivity and account for tributary contributions (e.g. Middle and West Creeks) and losing and gaining reaches, etc. Streamflow targets may be developed for these intermediate monitoring points if necessary and will be calibrated to preserve the ecological function of the stream and be consistent with the targets established in Table 2. Landowners will record location of the point of diversion, time, date and amount of irrigation flow reduced to meet the flow targets. Landowner will turn in recorded reductions at the end of each irrigation season.
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