FAC 62-302.532 Estuary-Specific Numeric Interpretations of The
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Florida Audubon Naturalist Summer 2021
Naturalist Summer 2021 Female Snail Kite. Photo: Nancy Elwood Heidi McCree, Board Chair 2021 Florida Audubon What a privilege to serve as the newly-elected Chair of the Society Leadership Audubon Florida Board. It is an honor to be associated with Audubon Florida’s work and together, we will continue to Executive Director address the important issues and achieve our mission to protect Julie Wraithmell birds and the places they need. We send a huge thank you to our outgoing Chair, Jud Laird, for his amazing work and Board of Directors leadership — the birds are better off because of your efforts! Summer is here! Locals and visitors alike enjoy sun, the beach, and Florida’s amazing Chair waterways. Our beaches are alive with nesting sea and shorebirds, and across the Heidi McCree Everglades we are wrapping up a busy wading bird breeding season. At the Center Vice-Chair for Birds of Prey, more than 200 raptor chicks crossed our threshold — and we Carol Colman Timmis released more than half back to the wild. As Audubon Florida’s newest Board Chair, I see the nesting season as a time to celebrate the resilience of birds, while looking Treasurer forward to how we can protect them into the migration season and beyond. We Scott Taylor will work with state agencies to make sure the high levels of conservation funding Secretary turn into real wins for both wildlife and communities (pg. 8). We will forge new Lida Rodriguez-Taseff partnerships to protect Lake Okeechobee and the Snail Kites that nest there (pg. 14). -
2019 Preliminary Manatee Mortality Table with 5-Year Summary From: 01/01/2019 To: 11/22/2019
FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION MARINE MAMMAL PATHOBIOLOGY LABORATORY 2019 Preliminary Manatee Mortality Table with 5-Year Summary From: 01/01/2019 To: 11/22/2019 County Date Field ID Sex Size Waterway City Probable Cause (cm) Nassau 01/01/2019 MNE19001 M 275 Nassau River Yulee Natural: Cold Stress Hillsborough 01/01/2019 MNW19001 M 221 Hillsborough Bay Apollo Beach Natural: Cold Stress Monroe 01/01/2019 MSW19001 M 275 Florida Bay Flamingo Undetermined: Other Lee 01/01/2019 MSW19002 M 170 Caloosahatchee River North Fort Myers Verified: Not Recovered Manatee 01/02/2019 MNW19002 M 213 Braden River Bradenton Natural: Cold Stress Putnam 01/03/2019 MNE19002 M 175 Lake Ocklawaha Palatka Undetermined: Too Decomposed Broward 01/03/2019 MSE19001 M 246 North Fork New River Fort Lauderdale Natural: Cold Stress Volusia 01/04/2019 MEC19002 U 275 Mosquito Lagoon Oak Hill Undetermined: Too Decomposed St. Lucie 01/04/2019 MSE19002 F 226 Indian River Fort Pierce Natural: Cold Stress Lee 01/04/2019 MSW19003 F 264 Whiskey Creek Fort Myers Human Related: Watercraft Collision Lee 01/04/2019 MSW19004 F 285 Mullock Creek Fort Myers Undetermined: Too Decomposed Citrus 01/07/2019 MNW19003 M 275 Gulf of Mexico Crystal River Verified: Not Recovered Collier 01/07/2019 MSW19005 M 270 Factory Bay Marco Island Natural: Other Lee 01/07/2019 MSW19006 U 245 Pine Island Sound Bokeelia Verified: Not Recovered Lee 01/08/2019 MSW19007 M 254 Matlacha Pass Matlacha Human Related: Watercraft Collision Citrus 01/09/2019 MNW19004 F 245 Homosassa River Homosassa -
Pensacola Bay Bridge
Florida Department of Transportation RICK SCOTT 1074 Highway 90 ANANTH PRASAD, P.E. GOVERNOR Chipley, Florida 32428 SECRETARY July 18, 2011 Ms. Lauren P. Milligan Florida State Clearinghouse Department of Environmental Protection 3900 Commonwealth Blvd., Mail Station 47 Tallahassee, Florida 32399-3000 RE: Advance Notification Pensacola Bay Bridge Replacement PD&E Study ETDM #: 13248 From: 17th Avenue in Pensacola to Baybridge Drive in Gulf Breeze Federal Aid Project Number: 4221 078 P Financial Project ID Number: 409334-1-22-02 Escambia and Santa Rosa Counties, Florida Dear Ms. Milligan: We are sending this Advance Notification (AN) Package to your office for distribution to State agencies that conduct Federal consistency reviews (consistency reviewers) in accordance with the Coastal Zone Management Act and Presidential Executive Order 12372. We are also distributing the AN Package to local and Federal agencies. Although we will request specific comments during the permitting process, we are asking that permitting and permit reviewing agencies (consistency reviewers) review the attached information and provide us with their comments. This is a Federal-aid action and the Florida Department of Transportation (FDOT), in consultation with the Federal Highway Administration (FHWA), will determine what type of environmental documentation will be necessary. The determination will be based upon in-house environmental evaluations and comments from other agencies. Please provide a consistency review for this project in accordance with the State’s Coastal Zone Management Program. www.dot.state.fl.us In addition, please review the project’s consistency, to the maximum extent feasible, with the approved Comprehensive Plan of the local government to comply with Chapter 163 of the Florida Statutes. -
Effects of River Discharge and High-Tide Stage on Salinity Intrusion in the Weeki Wachee, Crystal, and Withlacoochee River Estuaries, Southwest Florida
EFFECTS OF RIVER DISCHARGE AND HIGH-TIDE STAGE ON SALINITY INTRUSION IN THE WEEKI WACHEE, CRYSTAL, AND WITHLACOOCHEE RIVER ESTUARIES, SOUTHWEST FLORIDA By Dann K. Yobbi and Lari A. Knochenmus U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 88-4116 Prepared in cooperation with the SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT Tallahassee, Florida 1989 DEPARTMENT OF THE INTERIOR MANUEL LUJAN, JR., Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information Copies of this report may be write to: purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Books and Open-File Reports Suite 3015 Federal Center, Building 810 227 North Bronough Street Box 25425 Tallahassee, Florida 32301 Denver, Colorado 80225 CONTENTS Page Abstract ---.--.-.--.-...-..........-.-.-.....-.....---- 1 Introduction ............................................. 1 Purpose and scope .--..-...-.....-....-..-..-........--. 2 Acknowledgments ...................................... 2 Physical environment -..-..........-........-.-.-..-.-.-.- 2 Methods of study -.--..----............-.-..-..-....-...--- 9 Data collection --.--.--...-.........--....-.....-.-.--- 9 Data analysis -.--..--.-................---..........-- 14 Physical and salinity characteristics ...--.--.......-....-..........-- 15 Weeki Wachee River ..................................... 15 Crystal River ......................................... 24 Withlacoochee River ------------------------------------- 29 Effects of river discharge and high-tide stage on -
Year 2 Data Summary Report: Nekton of Sarasota Bay and a Comparison of Nekton Community Structure in Adjacent Southwest Florida Estuaries
Year 2 Data Summary Report: Nekton of Sarasota Bay and a Comparison of Nekton Community Structure in Adjacent Southwest Florida Estuaries T.C. MacDonald; E. Weather; R.F. Jones; R.H. McMichael, Jr. Florida Fish and Wildlife Conservation Commission Fish and Wildlife Research Institute 100 Eighth Avenue Southeast St. Petersburg, Florida 33701-5095 Prepared for Sarasota Bay Estuary Program 111 S. Orange Avenue, Suite 200W Sarasota, Florida 34236 June 4, 2012 TABLE OF CONTENTS LIST OF FIGURES ........................................................................................................................................ iii LIST OF TABLES .......................................................................................................................................... v ACKNOWLEDGEMENTS ............................................................................................................................ vii SUMMARY .................................................................................................................................................... ix INTRODUCTION ........................................................................................................................................... 1 METHODS .................................................................................................................................................... 2 Study Area ............................................................................................................................................... -
WALTON COUNTY LAND DEVELOPMENT CODE: CHAPTER 4 | Resource Protection Standards Revised September 10, 2019 Page 2 of 55
Revised September 10, 2019 Page 1 of 55 CHAPTER IV. RESOURCE PROTECTION STANDARDS 4.00.00. OVERALL PURPOSE AND INTENT The purpose of this chapter is to protect, conserve and enhance Walton County's natural and historical features. It is the intent of the County to enhance resource protection by utilizing development management techniques to control potential negative impacts from development and redevelopment on the resources addressed herein. Specifically, it is the intent of the County to limit the specific impacts and cumulative impacts of development or redevelopment upon historic sites, wetlands, coastal dune lakes, coastal dune lines, water quality, water quantity, wildlife habitats, living marine resources, or other natural resources through the use of site design techniques, such as clustering, elevation on pilings, setbacks, and buffering. The intent of this policy is to avoid such impact and to permit mitigation of impacts only as a last resort. 4.00.01. Permits Required. A. Local Development Order. Unless exempt under Section 1.15.00, a development order is required for all development or redevelopment of real property within the County. As a part of the application process defined in Chapter 1 of this Code, a landowner or developer must apply the provisions of this chapter before any other design work is done for any proposed land development. Application of the provisions of this chapter will divide a proposed development site into zones or areas that may be developed with minimal regulation, zones that may be developed under more stringent regulation and zones that must generally be left free of development activity. -
Experience Ocean, Lakes Abd Everglades in the Palm Beaches
YEAR 2017 Experience Ocean, Lakes and Everglades in The Palm Beaches, Florida Discover the best way to experience Florida’s great outdoors, unique wildlife and natural beauty in The Palm Beaches. Situated between 47 miles of Atlantic Ocean and the shores of Lake Okeechobee, the largest lake in the southeastern United States, The Palm Beaches is the gateway to the Everglades and home to treasured animal sanctuaries, untouched nature preserves and a diverse range of soft adventure activities. TAKE A HIKE (OR PICTURE) Beauty is just a short hike away. The terrain is mostly flat, but tropical trees and plants abound with exotic wonder. Trek alongside wetlands in the Everglades or through wide-open wet prairie, no matter the trail, hikers will find sunshine serenity. DuPuis Management Area – Canal Point, FL The DuPuis Management Area is a 21,875-acre multi-use natural area located in the northwestern part of The Palm Beaches. The park land is interspersed with numerous ponds, wet prairies, cypress domes, pine flatwoods and remnant Everglades marsh. The area provides miles of hiking and horseback trails, an equestrian center, graded vehicle roads, backpack and group campsites as well as seasonal hunting. DuPuis is far from urban areas, and its dark night sky lends itself to excellent stargazing. Harold A. Campbell Public Use Area This site covers 17,000 acres on the southern border of The Palm Beaches, making it the largest constructed wetland in the world. Its public use area provides access to vast wetland habitat where bicyclists, hikers and birdwatchers can see a variety of wildlife native to Florida. -
SEBASTIAN RIVER SALINITY REGIME Report of a Study
Special Publication SJ94-SP1 SEBASTIAN RIVER SALINITY REGIME Report of a Study Part I. Review of Goals, Policies, and Objectives Part II: Segmentation Parts III and IV: Recommended Targets (Contract 92W-177) Submitted to the: St. Johns River Water Management District by the: Mote Marine Laboratory 1600 Thompson Parkway Sarasota, Florida 34236 Ernest D. Estevez, Ph.D. and Michael J. Marshall, Ph.D. Principal Investigators EXECUTIVE SUMMARY This is the third and final report of a project concerning desirable salinity conditions in the Sebastian River and adjacent Indian River Lagoon. A perception exists among resource managers that the present salinity regime of the Sebastian River system is undesirable. The St. Johns River Water Management District desires to learn the nature of an "environmentally desirable and acceptable salinity regime" for the Sebastian River and adjacent waters of the Indian River Lagoon. The District can then calculate discharges needed to produce the desired salinity regime, or conclude that optimal discharges are beyond its control. The values of studying salinity and making it a management priority in estuaries are four-fold. First, salinity has intrinsic significance as an important regulatory factor. Second, changes in the salinity regime of an estuary tend to be relatively easy to handle from a computational and practical point of view. Third, eliminating salinity as a problem clears the way for studies of, and corrective actions for, more insidious factors. Fourth, the strong covariance of salinity and other factors that tend to be management problems in estuaries makes salinity a useful tool in their analysis. Freshwater inflow and salinity are integral aspects of estuaries. -
Corridor Management Plan 5-Year Update
Corridor Management Plan 5-Year Update Submitted to: Florida Department of Transportation District One Scenic Highways Coordinator 1840 61st St. Sarasota, Florida 34243 941.359.7311 Submitted by: The Palma Sola Scenic Highway Corridor Management Entity Seth Kohn, Chairperson Molly McCartney, Vice Chairperson ‘c/o City of Bradenton 1411 9th Street West Bradenton, FL 34205 941.708.6300 Prepared by: Keep Manatee Beautiful, Inc. P.O. Box 14426 Bradenton, Florida 34280 941.795-8272 July 2009 Palma Sola Scenic Highway Corridor Management Plan 5-Year Update TABLE OF CONTENTS Introduction ................................................................................... 1 Corridor Management Entity Member List.......................................................................... 2 Bylaws .................................................................................. 3 Agreements .......................................................................... 9 Corridor Conditions ....................................................................... 11 Corridor Vision .............................................................................. 16 Goals, Objectives and Strategies.................................................. 17 Protection Techniques .................................................................. 22 The Corridor Story.......................................................................... 22 Community Participation Program ................................................ 23 Local Support ................................................................................ -
Recommended Minimum Flows for Wakulla and Sally Ward Springs Wakulla County, Florida DRAFT
Recommended Minimum Flows for Wakulla and Sally Ward Springs Wakulla County, Florida DRAFT Northwest Florida Water Management District 80 Water Management Drive Havana, Florida 32333 (850) 539-5999 www.nwfwater.com November 2020 Program Development Series 21-XX NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT GOVERNING BOARD George Jerry Pate Roberts Chair, Panama Vice Chair, City Pensacola Kellie Ted Nick Gus Ralston Everett Patronis Andrews Tallahassee Chipley Panama Defuniak City Springs Brett J. Cyphers Executive Director DISTRICT OFFICES Havana (Headquarters) DeFuniak Springs Youngstown Milton For additional information, write or call: Northwest Florida Water Management District 81 Water Management Drive Havana, Florida 32333-4712 (850) 539-5999 www.nwfwater.com 2 Table of Contents TABLE OF CONTENTS ........................................................................................................................... 3 LIST OF FIGURES .................................................................................................................................. 6 LIST OF TABLES ................................................................................................................................... 9 ACKNOWLEDGEMENTS ..................................................................................................................... 10 EXECUTIVE SUMMARY ...................................................................................................................... 11 1 INTRODUCTION ......................................................................................................................... -
Interrelationships Among Hydrological, Biodiversity and Land Use Features of the Pantanal and Everglades
Interrelationships among hydrological, biodiversity and Land Use Features of the Pantanal and Everglades Biogeochemical Segmentation and Derivation of Numeric Nutrient Criteria for Coastal Everglades waters. FIU Henry Briceño. Joseph N. Boyer NPS Joffre Castro 100 years of hydrology intervention …urban development 1953 1999 Naples Bay impacted by drainage, channelization, and urban development FDEP 2010 SEGMENTATION METHOD Six basins, 350 stations POR 1991 (1995)-1998. NH4, NO2, TOC, TP, TN, NO3, TON, SRP, DO, Turbidity, Salinity, CHLa, Temperature Factor Analysis (PC extraction) Scores Mean, SD, Median, MAD Hierarchical Clustering NUMERIC NUTRIENT CRITERIA The USEPA recommends three types of approaches for setting numeric nutrient criteria: - reference condition approach - stressor-response analysis - mechanistic modeling. A Station’s Never to Exceed (NTE) Limit. This limit is the highest possible level that a station concentration can reach at any time A Segment’s Annual Geometric Mean (AGM) Limit. This limit is the highest possible level a segment’s average concentration of annual geometric means can reach in year A Segment’s 1-in-3 Years (1in3) Limit. This limit is the level that a segment average concentration of annual geometric means should be less than or equal to, at least, twice in three consecutive years. 1in3 AGM NTE 90% 80% 95% AGM : Annual Geometric Mean Not to be exceeded 1in3 : Annual Geometric Mean Not to exceed more than once in 3 yrs Biscayne Bay, Annual Geometric Means 0.7 AGMAGM Limit : Not to be exceeded 0.6 (Annual Geometric Mean not to be exceeded) 1in31in3 Limit : Not to exceed more 0.5 (Annualthan Geometric once Mean in not 3 to beyears exceeded more than once in 3 yrs) 0.4 0.3 Total Nitrogen, mg/LNitrogen, Total 0.2 Potentially Enriched 0.1 SCO NCO SNB NCI NNB CS SCM SCI MBS THRESHOLD ANALYSIS Regime Shift Detection methods (Rodionov 2004) Cumulative deviations from mean method CTZ CHLa Zcusum Threshold 20 0 -20 Cusum . -
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 ................................................................................