Watershed Planning Lessons Learned from Florida's Springs
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Santa Fe River and Springs Environmental Analysis
Santa Fe River and Springs Environmental Analysis Phase 2 – Quarterly Report #2: Environmental Data Prepared for Santa Fe River and Springs Scientific Working Group Date December 2018 Prepared by The Howard T. Odum Florida Springs Institute i Table of Contents Figures ................................................................................................................................... iv Tables .................................................................................................................................... vi Section 1.0 Introduction ............................. 1 Section 2.0 Methods .................................. 3 2.1 Introduction ....................................................................................................................... 3 2.2 Physical Environment ....................................................................................................... 8 2.2.1 Underwater Light Transmission ............................................................................................. 8 2.2.2 Water Quality ............................................................................................................................ 9 2.2.3 Secchi Disk Visibility ................................................................................................................ 9 2.2.4 Stream Discharge .................................................................................................................... 9 2.3 Biology ............................................................................................................................10 -
Florida Circumnavigational Saltwater Paddling Trail Segment 6 Big Bend
St. Marks JEFFERSON St. Marks MM aa pp 11 -- AA Sopchoppy WAKULLA Sopchoppy SUWANNEE TAYLOR MM aa pp 22 -- AA LAFAYETTE COLUMBIA FRANKLIN Lanark Village MM aa pp 22 -- BB MM aa pp 33 -- AA Dog Island GILCHRIST MM aa pp 33 -- BB MM aa pp 44 -- AA FF ll oo rr ii dd aa CC ii rr cc uu mm nn aa vv ii gg aa tt ii oo nn aa ll DIXIE SS aa ll tt ww aa tt ee rr PP aa dd dd ll ii nn gg TT rr aa ii ll MM aa pp 44 -- BB SS ee gg mm ee nn tt 66 MM aa pp 55 -- AA Horseshoe Beach BB ii gg BB ee nn dd MM aa pp 55 -- BB LEVY Drinking Water MM aa pp 66 -- AA Camping Kayak Launch MM aa pp 77 -- AA Shower Facility Cedar Key Restroom MM aa pp 77 -- BB MM aa pp 66 -- BB Restaurant MM aa pp 88 -- AA Grocery Store Yankeetown Inglis Point of Interest MM aa pp 88 -- BB Hotel / Motel CITRUS Disclaimer: This guide is intended as an aid to navigation only. A Gobal Positioning System (GPS) unit is Crystal River required, and persons are encouraged to supplement these maps with NOAA charts or other maps. Segment6: Big Bend Map 1 - A US 98 Aucilla Launch N: 30.1165 I W: -83.9795 A Aucilla Launch E C O St. Marks National Wildlife Refuge N F Gator Creek I N 3 A 3 R I Oyster Creek V E R 3 Cow Creek R 3 D 3 Black Rock Creek 3 Sulfur Creek Pinhook River Grooms Creek 3 Snipe Island Unit Pinhook River Entrance N: 30.0996 I W: -84.0157 Aucilla River 6 Cabell Point 3 Cobb Rocks Gamble Point 3 Gamble Point 6 Sand Creek Econfina Primitive Campsite N: 30.0771 I W: -83.9892 B Econfina River State Park Big Bend Seagrasses Aquatic Preserve Rose Creek 6 12 Econfina Landing A N: 30.1166 -
Segment 6 Map Book
St. Marks JEFFERSON St. Marks MM aa pp 11 -- AA Sopchoppy WAKULLA Sopchoppy SUWANNEE TAYLOR MM aa pp 22 -- AA LAFAYETTE COLUMBIA FRANKLIN Lanark Village MM aa pp 22 -- BB MM aa pp 33 -- AA Dog Island GILCHRIST MM aa pp 33 -- BB MM aa pp 44 -- AA DIXIE FF ll oo rr ii dd aa CC ii rr cc uu mm nn aa vv ii gg aa tt ii oo nn aa ll SS aa ll tt ww aa tt ee rr PP aa dd dd ll ii nn gg TT rr aa ii ll MM aa pp 44 -- BB SS ee gg mm ee nn tt 66 MM aa pp 55 -- AA Horseshoe Beach BB ii gg BB ee nn dd MM aa pp 55 -- BB LEVY Drinking Water MM aa pp 66 -- AA Camping Kayak Launch MM aa pp 77 -- AA Shower Facility Cedar Key Restroom MM aa pp 77 -- BB MM aa pp 66 -- BB Restaurant MM aa pp 88 -- AA Grocery Store Yankeetown Inglis Point of Interest MM aa pp 88 -- BB Hotel / Motel CITRUS Disclaimer: This guide is intended as an aid to navigation only. A Gobal Positioning System (GPS) unit is Crystal River required, and persons are encouraged to supplement these maps with NOAA charts or other maps. Segment6: Big Bend Map 1 - A US 98 Aucilla Launch N: 30.1165 I W: -83.9795 A Aucilla Launch ECONFINA RIVER RD St. Marks National Wildlife Refuge Gator Creek 3 3 Oyster Creek Cow Creek 3 3 3 Black Rock Creek 3 Sulfur Creek Pinhook River Grooms Creek 3 Snipe Island Unit Pinhook River Entrance N: 30.0996 I W: -84.0157 Aucilla River 6 Cabell Point 3 Cobb Rocks Gamble Point 3 Gamble Point 6 Sand Creek Econfina Primitive Campsite N: 30.0771 I W: -83.9892 B Econfina River State Park Big Bend Seagrasses Aquatic Preserve Rose Creek 6 12 Econfina Landing A N: 30.1166 | W: -83.9796 -
Kings Bay/Crystal River Springs Restoration Plan
Kings Bay/Crystal River Springs Restoration Plan Kings Bay/Crystal River Springs Restoration Plan Kings Bay/Crystal River Springs Restoration Plan Table of Contents Executive Summary .................................................................................. 1 Section 1.0 Regional Perspective ............................................................ 1 1.1 Introduction ................................................................................................................................ 1 1.2 Why Springs are Important ...................................................................................................... 1 1.3 Springs Coast Springs Focus Area ........................................................................................... 2 1.4 Description of the Springs Coast Area .................................................................................... 3 1.5 Climate ......................................................................................................................................... 3 1.6 Physiographic Regions .............................................................................................................. 5 1.7 Karst ............................................................................................................................................. 5 1.8 Hydrogeologic Framework ...................................................................................................... 7 1.9 Descriptions of Selected Spring Groups ................................................................................ -
Steinhatchee HEC RAS Report
APPENDIX A HEC-RAS MODEL DEVELOPMENT STEINHATCHEE RIVER, FLORIDA SUWANNEE RIVER WATER MANAGEMENT DISTRICT 9225 CR 49 LIVE OAK FLORIDA 32060 MAY 2018 APPLIED TECHNOLOGY AND MANAGEMENT, INC. 2201 NW 40 TERRACE. GAINESVILLE, FLORIDA 32605 386-256-1477 TABLE OF CONTENTS 1.0 INTRODUCTION 1-1 2.0 MODEL DATA DEVELOPMENT 2-1 3.0 HEC‐RAS MODEL CONSTRUCTION 3-1 3.1 Bridges 3-2 3.2 Steady Flow Files 3-2 3.3 Steinhatchee River Sink and Rise 3-3 3.4 Boundary Conditions 3-6 4.0 MODEL CALIBRATION 4-1 5.0 CALIBRATION RESULTS 5-1 6.0 CONCLUSIONS 6-1 7.0 REFERENCE 7-1 GNV/2018/183260B/2/7/19 i LIST OF TABLES Table 3-1. Steinhatchee flow distribution locations for HEC-RAS. ........................................................... 3-3 Table 3-2. Steady-state input percentile flows at the flow change locations: Steinhatchee River. ........... 3-4 GNV/2018/183260B/2/7/19 ii LIST OF FIGURES Figure 1-1a. Extents of Steinhatchee River Watershed with sub watersheds outlined. ........................... 1-2 Figure 1-1b. Base model for the modified HEC-RAS model for the Steinhatchee River MFL. ................ 1-3 Figure 3-1. Steinhatchee River shoals. ..................................................................................................... 3-1 Figure 3-2. Steinhatchee Falls. ................................................................................................................. 3-2 Figure 3-3. Steinhatchee River Sink. ........................................................................................................ 3-5 Figure 3-4. Steinhatchee -
State of Florida Daily Situation Report
Florida Division of Emergency Management State Watch Office Morning Situation Report Wednesday, August 21, 2019 State Emergency Operations Center Activation Level Level 3 Monitoring SERT On-Call Personnel Position Personnel Phone Email Operations Chief Ashley Davis (850) 544-8373 [email protected] Watch Officer Sam Walters (850) 519-8638 [email protected] Duty Officer Taylor Cheney (850) 545-4047 [email protected] Operations Officer- Day Chris Dorans (850) 815-4001 [email protected] Operations Officer- Swing Phillip Thomas (850) 815-4001 [email protected] Operations Officer- Night Jim Lawhon (850) 815-4001 [email protected] Meteorologist Michael Spagnolo (850) 508-0245 [email protected] Plans Chief Nicolai Modrow (850) 559-9884 [email protected] Logistics Chief Eugene Buerkle (850) 363-5427 [email protected] Human Services Director Pam Hughes (850) 528-5638 [email protected] Emergency Services Director Rob Dietrich (850) 727-3414 [email protected] Infrastructure Branch Director Danny Kilcollins (850) 519-8581 [email protected] ESF 8 On-Call Christie Mathison (866) 786-4673 [email protected] Public Information Officer Jason Mahon (850) 294-2169 [email protected] DEM Finance and Admin Jessica Blake (850) 284-8070 [email protected] Regional Coordination Team Team County Location Status / Activities RC Manager: Jim Roberts Escambia USCG Area Committee Meeting Region 1: Jim -
Santa Fe River Basin Fecal TMDL
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Environmental Assessment and Restoration, Water Quality Evaluation and TMDL Program NORTHEAST DISTRICT • SANTA FE RIVER BASIN TMDL Report Fecal Coliform TMDL for Santa Fe River Basin Jonathan Turner August, 2014 TMDL Report: Santa Fe River Basin, Fecal Coliform, August 2014 Acknowledgments This Total Maximum Daily Load (TMDL) analysis could not have been accomplished without significant contributions from staff in the Florida Department of Environmental Protection’s (Department) Northeast District Office, Watershed Assessment Section, and the Watershed Evaluation and TMDL Section. Map production assistance was provided by Watershed Data Services with the Department’s Division of Environmental Assessment and Restoration. Editorial assistance provided by: Jan Mandrup-Poulsen and Xueqing Gao For additional information on the watershed management approach and impaired waters in the Santa Fe River basin, contact: Terry Hansen Florida Department of Environmental Protection Watershed Planning and Coordination Section 2600 Blair Stone Road, Mail Station 3565 Tallahassee, FL 32399-2400 Email: [email protected] Phone: (850) 245–8561 Fax: (850) 245–8434 Access to all data used in the development of this report can be obtained by contacting: Jonathan Turner Florida Department of Environmental Protection Water Quality Evaluation and TMDL Program Watershed Evaluation and TMDL Section 2600 Blair Stone Road, Mail Station 3555 Tallahassee, FL 32399-2400 Email: [email protected] Phone: (850) 245–8438 Fax: (850) 245–8444 i Florida Department of Environmental Protection TMDL Report: Santa Fe River Basin, Fecal Coliform, August 2014 Contents List of Tables _____________________________________________________ iv List of Figures ____________________________________________________ iv Chapter 1: INTRODUCTION .................................................................... -
State-Designated Paddling Trails Paddling Guides
State-Designated Paddling Trails Paddling Guides Compiled from (http://www.dep.state.fl.us/gwt/guide/paddle.htm) This paddling guide can be downloaded at http://www.naturalnorthflorida.com/download-center/ Last updated March 16, 2016 The Original Florida Tourism Task Force 2009 NW 67th Place Gainesville, FL 32653-1603 352.955.2200 ∙ 877.955.2199 Table of Contents Chapter Page Florida’s Designated Paddling Trails 1 Aucilla River 3 Ichetucknee River 9 Lower Ochlockonee River 13 Santa Fe River 23 Sopchoppy River 29 Steinhatchee River 39 Wacissa River 43 Wakulla River 53 Withlacoochee River North 61 i ii Florida’s Designated Paddling Trails From spring-fed rivers to county blueway networks to the 1515-mile Florida Circumnavigational Saltwater Paddling Trail, Florida is endowed with exceptional paddling trails, rich in wildlife and scenic beauty. If you want to explore one or more of the designated trails, please read through the following descriptions, click on a specific trail on our main paddling trail page for detailed information, and begin your adventure! The following maps and descriptions were compiled from the Florida Department of Environmental Protection and the Florida Office of Greenways and Trails. It was last updated on March 16, 2016. While we strive to keep our information current, the most up-to-date versions are available on the OGT website: http://www.dep.state.fl.us/gwt/guide/paddle.htm The first Florida paddling trails were designated in the early 1970s, and trails have been added to the list ever since. Total mileage for the state-designated trails is now around 4,000 miles. -
Joint Public Workshop for Minimum Flows and Levels Priority Lists and Schedules for the CFWI Area
Joint Public Workshop for Minimum Flows and Levels Priority Lists and Schedules for the CFWI Area St. Johns River Water Management District (SJRWMD) Southwest Florida Water Management District (SWFWMD) South Florida Water Management District (SFWMD) September 5, 2019 St. Cloud, Florida 1 Agenda 1. Introductions and Background……... Don Medellin, SFWMD 2. SJRWMD MFLs Priority List……Andrew Sutherland, SJRWMD 3. SWFWMD MFLs Priority List..Doug Leeper, SWFWMD 4. SFWMD MFLs Priority List……Don Medellin, SFWMD 5. Stakeholder comments 6. Adjourn 2 Statutory Directive for MFLs Water management districts or DEP must establish MFLs that set the limit or level… “…at which further withdrawals would be significantly harmful to the water resources or ecology of the area.” Section 373.042(1), Florida Statutes 3 Statutory Directive for Reservations Water management districts may… “…reserve from use by permit applicants, water in such locations and quantities, and for such seasons of the year, as in its judgment may be required for the protection of fish and wildlife or the public health and safety.” Section 373.223(4), Florida Statutes 4 District Priority Lists and Schedules Meet Statutory and Rule Requirements ▪ Prioritization is based on the importance of waters to the State or region, and the existence of or potential for significant harm ▪ Includes waters experiencing or reasonably expected to experience adverse impacts ▪ MFLs the districts will voluntarily subject to independent scientific peer review are identified ▪ Proposed reservations are identified ▪ Listed water bodies that have the potential to be affected by withdrawals in an adjacent water management district are identified 5 2019 Draft Priority List and Schedule ▪ Annual priority list and schedule required by statute for each district ▪ Presented to respective District Governing Boards for approval ▪ Submitted to DEP for review by Nov. -
Sources & Loads of Nitrate to the Wekiva River System
Sources & loads of nitrate to the wekiva river system Preliminary assessment Florida Department Mactec St. johns river of Environmental engineering and water Management Protection consulting district WekivaWekiva basinbasin nitratenitrate sourcingsourcing studystudy • Special legislative appropriation to Florida Dept. of Environmental Protection in 2006 ($250,000) • The Department contracted with St. Johns River Water Management District to implement a “Phase 1” assessment** using existing data and models (max. of $100,000) • SJRWMD used the services of their contractor - MACTEC Engineering and Consulting (Gainesville, FL) • Deficiencies identified in Phase 1 would be addressed as part of a follow-up Phase 2 effort ** Constraints: report ready by start of 2007 Session & available for Florida Dept. of Health to use MactecMactec taskstasks (developed in scope of work) • Obtain, review and integrate existing data and models • Conduct “desk-top” (i.e., “planning level”) inventory of potential sources of nitrate loading to surface and ground waters • Review & summarize literature on nitrate loading to surface and ground waters from land uses in the Wekiva basin • Develop preliminary nitrate budget for the basin (“pie chart”) • Develop preliminary recommendations for nitrate load reduction strategies • Develop recommendations for follow-up work (Phase 2) • Produce report summarizing the above efforts Study area Surface was the Basin “wekiva basin” • Surface water drainage and Springshed “springshed” • Most technically defensible • Needed for future modeling efforts • Needed for Total Max. Daily Load development Wekiva Study Area WekivaWekiva basinbasin nitrogennitrogen sourcingsourcing studystudy Data sources: • SJRWMD land use/land cover data (1999 & 2004) • East Central Florida Groundwater Model (SJRWMD) – recharge estimates • Wekiva Study Area stormwater model (WMM) • Approx. -
BILL ANALYSIS and FISCAL IMPACT STATEMENT Please See
The Florida Senate BILL ANALYSIS AND FISCAL IMPACT STATEMENT (This document is based on the provisions contained in the legislation as of the latest date listed below.) Prepared By: The Professional Staff of the Committee on Appropriations BILL: CS/CS/SB 1168 INTRODUCER: Appropriations Committee (Recommended by Appropriations Subcommittee on General Government); Environmental Preservation and Conservation Committee; and Senator Negron and others SUBJECT: Implementation of the Water and Land Conservation Constitutional Amendment DATE: March 3, 2016 REVISED: ANALYST STAFF DIRECTOR REFERENCE ACTION 1. Istler Rogers EP Fav/CS 2. Howard DeLoach AGG Recommend: Fav/CS 3. Howard Kynoch AP Fav/CS Please see Section IX. for Additional Information: COMMITTEE SUBSTITUTE - Substantial Changes I. Summary: CS/CS/SB 1168 requires specified minimum distributions from the Land Acquisition Trust Fund (LATF) to fund Everglades projects that implement the Comprehensive Everglades Restoration Plan, including the Central Everglades Planning Project, the Long-Term Plan, and the Northern Everglades and Estuaries Protection Program. In addition, the bill requires a minimum distribution from the LATF to fund springs restoration, protection, and management projects, an annual amount to be appropriated to the St. Johns Water Management District for projects dedicated to the restoration of Lake Apopka, and an annual amount to be appropriated to the Southwest Florida Water Management District for projects dedicated to the restoration of Kings Bay or Crystal River. The bill provides an adjustment to the calculation of each distribution for the Everglades, Springs, Lake Apopka, and Kings Bay or Crystal River if debt service is paid on bonds issued after July 1, 2016, for the purposes outlined under the bill. -
Hydrologic Effects of the 2004 Hurricane Season in Northwest Florida Richard J
USGS Science in Florida, May 3-5, 2005, Orlando Hydrologic Effects of the 2004 Hurricane Season in Northwest Florida Richard J. Verdi U.S. Geological Survey, Florida Integrated Science Center, Tallahassee, Florida During August and September 2004, northwest Florida experienced impacts from five tropical storm systems: Tropical Storm Bonnie, and Hurricanes Charley, Frances, Ivan and Jeanne. Hurricanes Frances and Jeanne had a significant impact on the Suwannee and Waccasassa River Basins with heavy rainfall, storm surge, and flooding. Hurricane Ivan primarily affected the Perdido, Escambia, and Yellow River Basins in the western-most panhandle with high winds and the associated storm surge. Tropical Storm Bonnie produced abundant rainfall across the Suwannee Basin. Hurricane Charley’s landfall in south Florida and its northeastern storm track across central Florida did not noticeably affects northwest Florida. Significant rainfall from some of the storms resulted in high water on many rivers and streams in northwest Florida. Hurricane Frances produced an average of 8.80 inches of rain over the Suwannee River Basin, but 18 inches of rain was reported at some locations. Hurricane Jeanne produced about 6 inches, again primarily in the Suwannee and Waccasassa River Basins. Hurricane Ivan produced 3-11 inches in the Chipola, Choctawhatchee, Shoal, Blackwater, Perdido, Escambia, and Yellow River Basins in the western panhandle. Tropical Storm Bonnie produced an average of about 2-3 inches in the Suwannee River Basin. Rainfall from Hurricane Charley was negligible in northwest Florida. Hydrographs of data collected at several stream gages in the Big Bend region of Florida documented storm surges. Surge from Hurricane Frances was the greatest, with a 9-foot rise at the Waccasassa River near Gulf Hammock.