Alafia River Minimum Flows and Levels - Southwest Florida Water ...
Alafia River Minimum Flows and Levels - Southwest Florida Water ...
Alafia River Minimum Flows and Levels - Southwest Florida Water ...
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5.8 Short-Term Compliance St<strong>and</strong>ard for Buckhorn Springs Main<br />
For the Buckhorn Creek/Buckhorn Springs Main system, PHABSIM analyses<br />
yielded a prescribed flow reduction of 15% for all months when run using<br />
Buckhorn Spring flow data, corrected for withdrawals. When using Buckhorn<br />
Creek flow data, corrected for withdrawals, the prescribed flow reduction was 5%<br />
for July through October, <strong>and</strong> 10% for the rest of the year except March when a<br />
20% reduction is appropriate. Buckhorn Spring Main accounts for a clear<br />
majority of the flow in Buckhorn Creek a large majority of the time. Both flow<br />
records generate answers that are similar. A 15% reduction in spring flow<br />
compared to a 10% reduction in creek flow does not differ greatly.<br />
<strong>Minimum</strong> flow requirements for the estuarine portion of the <strong>Alafia</strong> <strong>River</strong> are<br />
currently being evaluated by the District. Because compliance with minimum<br />
flows <strong>and</strong> levels for the estuary may be contingent on flow or discharge from<br />
Buckhorn Spring, we recommend that establishment of a minimum flow for the<br />
spring be deferred until analyses for the estuarine segment of the <strong>Alafia</strong> <strong>River</strong> are<br />
completed. The report for the estuarine portion of the <strong>Alafia</strong> <strong>River</strong> will include<br />
recommendations for minimum flows for Buckhorn Spring <strong>and</strong> will consider the<br />
PHABSIM analysis already performed.<br />
5.9 Compliance St<strong>and</strong>ards <strong>and</strong> Proposed <strong>Minimum</strong> <strong>Flows</strong> for<br />
the Freshwater Segment of the <strong>Alafia</strong> <strong>River</strong><br />
We have developed short-term compliance st<strong>and</strong>ards that comprise a flow<br />
prescription for preventing significant harm to the <strong>Alafia</strong> <strong>River</strong>. Compliance<br />
st<strong>and</strong>ards were developed for three blocks that represent periods of low (Block<br />
1), medium (Block 2) <strong>and</strong> high (Block 3) flows at two USGS <strong>Alafia</strong> <strong>River</strong>, FL gage<br />
sites (Tables 5-6). During Block 1, which runs from April 20 to June 24, the<br />
allowable withdrawal from the <strong>Alafia</strong> <strong>River</strong> that may be withdrawn for<br />
consumptive-use is 10% of the daily flow as measured at the USGS Lithia gage,<br />
once flows exceed 66 cfs. During Block 1, it is also proposed that no withdrawals<br />
be allowed when flows at the Lithia gage are below 59 cfs <strong>and</strong> that withdrawals<br />
when flows at the site are between 59 <strong>and</strong> 66 cfs not be allowed to lower the flow<br />
below 59 cfs. During Block 2, which extends from October 28 of one year to April<br />
19 of the next, withdrawals of up to 15% of the daily flow at the Lithia gage may<br />
be allowed, with the exception that withdrawals should not be allowed to reduce<br />
the flow to less than 59 cfs. During Block 3, which extends from June 25 to<br />
October 27, withdrawals should be limited to a stepped flow reduction of 13%<br />
<strong>and</strong> 8% of flows, with the step from 13% to 8% occuring at 374 cfs at the Lithia<br />
gage. Proposed Block 3 reduction also must comply with the low flow threshold<br />
<strong>and</strong> assure that withdrawals not reduce the flow to less than 59 cfs at the Lithia<br />
gage.<br />
5-25