The purpose of this rulemaking is to establish minimum flows for Horse Creek, in Hardee and DeSoto Counties, and Charlie Creek, in Polk and Hardee Counties. The effect of the rule is to support the District’s water supply ....  

  •  

    WATER MANAGEMENT DISTRICTS

    Southwest Florida Water Management District

    RULE NO.:RULE TITLE:

    40D-8.041Minimum Flows

    PURPOSE AND EFFECT: The purpose of this rulemaking is to establish minimum flows for Horse Creek, in Hardee and DeSoto Counties, and Charlie Creek, in Polk and Hardee Counties. The effect of the rule is to support the District’s water supply planning, water use permitting, and environmental resource permitting programs.

    SUMMARY: Section 373.042, F.S., requires the District to establish minimum flows and levels for water bodies located within the District’s boundaries. This rulemaking is necessary to establish minimum flows for Horse Creek and Charlie Creek. The establishment and periodic evaluation of minimum flows is required by statute to ensure that the minimum hydrologic requirements of the water resources and ecology of the river and surrounding area are maintained. These minimum flows are being developed using previously peer-reviewed, Governing Board adopted methods.

    SUMMARY OF STATEMENT OF ESTIMATED REGULATORY COSTS AND LEGISLATIVE RATIFICATION:

    The Agency has determined that this will not have an adverse impact on small business or likely increase directly or indirectly regulatory costs in excess of $200,000 in the aggregate within one year after the implementation of the rule. A SERC has not been prepared by the Agency.

    The Agency has determined that the proposed rule is not expected to require legislative ratification based on the statement of estimated regulatory costs or if no SERC is required, the information expressly relied upon and described herein: The District conducted an economic review of the revisions to the rule and determined that the impact or regulatory cost, if any, of the revisions will not exceed any one of the economic analysis criteria in a SERC as set forth in Section 120.541(2)(a), F.S. The proposed minimum flows are unlikely to constitute an additional significant regulatory constraint on groundwater or surface water withdrawals in the area due to existing resource conditions and regulatory constraints in the area.

    Any person who wishes to provide information regarding a statement of estimated regulatory costs, or provide a proposal for a lower cost regulatory alternative must do so in writing within 21 days of this notice.

    RULEMAKING AUTHORITY: 373.044, 373.113, 373.171, F.S.

    LAW IMPLEMENTED: 373.036, 373.042, 373.0421, F.S.

    IF REQUESTED WITHIN 21 DAYS OF THE DATE OF THIS NOTICE, A HEARING WILL BE SCHEDULED AND ANNOUNCED IN THE FAR.

    THE PERSON TO BE CONTACTED REGARDING THE PROPOSED RULE IS: Kristina Deak, Ph.D., Senior Environmental Scientist, at (813)328-3544, or kristina.deak@swfwmd.state.fl.us.

     

    THE FULL TEXT OF THE PROPOSED RULE IS:

     

    40D-8.041 Minimum Flows.

    (1) through (25) No change.

    (26) Minimum Flows for Horse Creek

    (a) For purposes of this rule, Horse Creek in Hardee County, FL and Desoto County, FL includes the watercourse from the headwaters to the confluence with the Peace River and tributaries to the watercourse.

    (b) Minimum Flows for Horse Creek are based on the daily average flow at the United States Geological Survey (USGS) Horse Creek at SR 72 near Arcadia, FL Gage No. 02297310, adjusted for withdrawals, for the period of record from May 1, 1950, through December 31, 2021, as set forth in Table 8-30.

    Table 8-30 Minimum Flow for Horse Creek Based on the Flows from the USGS Horse Creek at SR 72 near Arcadia, FL Gage No. 02297310 Adjusted for Water Withdrawals

    If Adjusted Flow in cubic feet per second (cfs) on the previous Day is:

    Minimum Flow is:

    ≤ 15 cfs

    Flow on the previous day

    > 15 cfs and ≤ 78 cfs

    15 cfs or 88% of flow on the previous day, whichever is greater

    > 78 cfs and ≤ 172 cfs

    69 cfs or 86% of flow on the previous day, whichever is greater

    > 172 cfs and ≤ 644 cfs

    88% of flow on the previous day

    > 644 cfs

    92% of flow on the previous day

    (c) Status assessments of the Minimum Flows for Horse Creek will be completed to determine whether the flow is below or projected to fall below the Minimum Flows. Each status assessment is independent from and not a determination of water use permit compliance or environmental resource permit compliance. Permit compliance is a regulatory function that is not within the scope of this subsection. As part of each status assessment, the District will use the following approach:

    1. The District will evaluate the Minimum Flow annually to determine the extent to which the flow of Horse Creek has been reduced due to withdrawals as of the date of each status assessment at Gage No. 02297310. The annual evaluation will be completed through a review of:

    a. Flow data;

    b. Water withdrawals;

    c. Aquifer water levels;

    d. Rainfall data; and

    e. Hydrologic modeling.

    2. The District will also evaluate the Minimum Flows every five years as part of the regional water supply planning process. This evaluation will include the use of hydrologic modeling.

    3. If the Minimum Flows are being met based on the annual evaluation or the evaluation performed as a part of the regional water supply planning process, then no further actions are required beyond continued monitoring.

    (27) Minimum Flows for Charlie Creek

    (a) For purposes of this rule, Charlie Creek in Polk County, FL and Hardee County, FL includes the watercourse from the headwaters to the confluence with the Peace River and tributaries to the watercourse.

    (b) Minimum Flows for Charlie Creek are based on the daily average flow at the United States Geological Survey (USGS) Charlie Creek near Gardner, FL Gage No. 02296500, adjusted for withdrawals, for the period of record from May 1, 1950, through December 31, 2021, as set forth in Table 8-31.

    Table 8-31 Minimum Flow for Charlie Creek Based on the Flows from the USGS Charlie Creek near Gardner, FL Gage No. 02296500 Adjusted for Upstream Withdrawals

    If Adjusted Flow in cubic feet per second (cfs) on the previous Day is:

    Minimum Flow is:

    ≤ 27 cfs

    Flow on the previous day

    > 27 cfs and ≤ 120 cfs

    27 cfs or 86% of flow on the previous day, whichever is greater

    > 120 cfs and ≤ 316 cfs

    88% of flow on the previous day

    > 316 cfs and ≤ 945 cfs

    91% of flow on the previous day

    > 945 cfs

    93% of flow on the previous day

    (c) Status assessments of the Minimum Flows for Charlie Creek will be completed to determine whether the flow is below or projected to fall below the Minimum Flows. Each status assessment is independent from and not a determination of water use permit compliance or environmental resource permit compliance. Permit compliance is a regulatory function that is not within the scope of this subsection. As part of each status assessment, the District will use the following approach:

    1. The District will evaluate the Minimum Flow annually to determine the extent to which the flow of Charlie Creek has been reduced due to withdrawals as of the date of each status assessment at Gage No. 02296500. The annual evaluation will be completed through a review of:

    a. Flow data;

    b. Water withdrawals;

    c. Aquifer water levels;

    d. Rainfall data; and

    e. Hydrologic modeling.

    2. The District will also evaluate the Minimum Flows every five years as part of the regional water supply planning process. This evaluation will include the use of hydrologic modeling.

    3. If the Minimum Flows are being met based on the annual evaluation or the evaluation performed as a part of the regional water supply planning process, then no further actions are required beyond continued monitoring.

    Rulemaking Authority 373.044, 373.113, 373.171 FS. Law Implemented 373.036, 373.042, 373.0421 FS. History–New 10-5-74, Amended 12-31-74, Formerly 16J-0.15, 40D-1.601, Amended 10-1-84, 8-7-00, 2-6-06, 4-6-06, 1-1-07, 11-25-07, 2-18-08, 3-2-08, 5-12-08, 5-10-09, 3-23-10, 3-28-10, 7-12-10, 8-2-10 (8), 8-2-10 (15), 10-16-12, 3-20-13(16), 3-20-13(17), 6-20-16, 3-15-18, 6-19-18, 4-15-20, 8-9-20, 4-12-21, 4-7-22, 3-27-24, ___.

     

    NAME OF PERSON ORIGINATING PROPOSED RULE: Southwest Florida Water Management District

    NAME OF AGENCY HEAD WHO APPROVED THE PROPOSED RULE: Southwest Florida Water Management District Governing Board

    DATE PROPOSED RULE APPROVED BY AGENCY HEAD: December 12, 2023

    DATE NOTICE OF PROPOSED RULE DEVELOPMENT PUBLISHED IN FAR: March 25, 2024

Document Information

Comments Open:
4/15/2024
Summary:
Section 373.042, F.S., requires the District to establish minimum flows and levels for water bodies located within the District’s boundaries. This rulemaking is necessary to establish minimum flows for Horse Creek and Charlie Creek. The establishment and periodic evaluation of minimum flows is required by statute to ensure that the minimum hydrologic requirements of the water resources and ecology of the river and surrounding area are maintained. These minimum flows are being developed ...
Purpose:
The purpose of this rulemaking is to establish minimum flows for Horse Creek, in Hardee and DeSoto Counties, and Charlie Creek, in Polk and Hardee Counties. The effect of the rule is to support the District’s water supply planning, water use permitting, and environmental resource permitting programs.
Rulemaking Authority:
373.044, 373.113, 373.171, F.S.
Law:
373.036, 373.042, 373.0421, F.S.
Related Rules: (1)
40D-8.041. Minimum Flows