Proposed Methodology for the Assessment of Protective Numeric Nutrient Criteria for South Florida Estuaries and Coastal Waters
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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 -
Development of a Quantitative PCR Assay for the Detection And
bioRxiv preprint doi: https://doi.org/10.1101/544247; this version posted February 8, 2019. The copyright holder for this preprint (which was not certified by peer review) is the author/funder, who has granted bioRxiv a license to display the preprint in perpetuity. It is made available under aCC-BY-NC-ND 4.0 International license. Development of a quantitative PCR assay for the detection and enumeration of a potentially ciguatoxin-producing dinoflagellate, Gambierdiscus lapillus (Gonyaulacales, Dinophyceae). Key words:Ciguatera fish poisoning, Gambierdiscus lapillus, Quantitative PCR assay, Great Barrier Reef Kretzschmar, A.L.1,2, Verma, A.1, Kohli, G.S.1,3, Murray, S.A.1 1Climate Change Cluster (C3), University of Technology Sydney, Ultimo, 2007 NSW, Australia 2ithree institute (i3), University of Technology Sydney, Ultimo, 2007 NSW, Australia, [email protected] 3Alfred Wegener-Institut Helmholtz-Zentrum fr Polar- und Meeresforschung, Am Handelshafen 12, 27570, Bremerhaven, Germany Abstract Ciguatera fish poisoning is an illness contracted through the ingestion of seafood containing ciguatoxins. It is prevalent in tropical regions worldwide, including in Australia. Ciguatoxins are produced by some species of Gambierdiscus. Therefore, screening of Gambierdiscus species identification through quantitative PCR (qPCR), along with the determination of species toxicity, can be useful in monitoring potential ciguatera risk in these regions. In Australia, the identity, distribution and abundance of ciguatoxin producing Gambierdiscus spp. is largely unknown. In this study we developed a rapid qPCR assay to quantify the presence and abundance of Gambierdiscus lapillus, a likely ciguatoxic species. We assessed the specificity and efficiency of the qPCR assay. The assay was tested on 25 environmental samples from the Heron Island reef in the southern Great Barrier Reef, a ciguatera endemic region, in triplicate to determine the presence and patchiness of these species across samples from Chnoospora sp., Padina sp. -
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 . -
Watercraft Access Facilities in the State of Florida Biological Assessment
Watercraft Access Facilities in the State of Florida Biological Assessment Introduction The U.S. Army Corps of Engineers (Corps) issues numerous permits for watercraft access facilities in Florida manatee (Trichechus manatus latirostris) habitat within Florida. Permitting actions that involve the rehabilitation of existing facilities and the construction of new facilities that include 4 slips or less in manatee habitat are currently evaluated using a programmatic approach that meets the consultation requirements of the Endangered Species Act. The purpose of this action is to develop and implement a programmatic framework to encompass the majority of proposals (with the exception of proposals that involve the rehabilitation of existing facilities and the construction of new facilities that include 4 slips or less in manatee habitat), regardless of size or extent, in order to streamline the formal consultation process and ensure that adequate measures are in place to avoid and minimize impacts to manatees, as well as any adverse modification(s) of critical habitat. Project Description / Area of Analysis The actions addressed by this Biological Opinion include all new watercraft access facilities (i.e., docks, boat ramps, and marinas and any dredging, pipes and culverts included in project plans and build out) which are likely to adversely affect manatees as determined via the 2011 Manatee Key. This analysis is intended to assist biologists in assessing the potential impacts of watercraft access facilities on the Florida manatee (Trichechus manatus latirostris) in the State of Florida. Manatee Occurrence Florida manatees are found throughout the southeastern United States. As a subspecies of the West Indian manatee, their presence here represents the northern limit of this species range (Lefebvre et al. -
Fishing Pier Design Guidance Part 1
Fishing Pier Design Guidance Part 1: Historical Pier Damage in Florida Ralph R. Clark Florida Department of Environmental Protection Bureau of Beaches and Coastal Systems May 2010 Table of Contents Foreword............................................................................................................................. i Table of Contents ............................................................................................................... ii Chapter 1 – Introduction................................................................................................... 1 Chapter 2 – Ocean and Gulf Pier Damages in Florida................................................... 4 Chapter 3 – Three Major Hurricanes of the Late 1970’s............................................... 6 September 23, 1975 – Hurricane Eloise ...................................................................... 6 September 3, 1979 – Hurricane David ........................................................................ 6 September 13, 1979 – Hurricane Frederic.................................................................. 7 Chapter 4 – Two Hurricanes and Four Storms of the 1980’s........................................ 8 June 18, 1982 – No Name Storm.................................................................................. 8 November 21-24, 1984 – Thanksgiving Storm............................................................ 8 August 30-September 1, 1985 – Hurricane Elena ...................................................... 9 October 31, -
Veterans-Ride-Program-VA-Map.Pdf
Chatuge L. 59 Stevenson 76 Florence Athens 11 19 L. Burton Muscle Shoals 76 27 75 Scottsboro 123 129 Decatur Moulton 23 Hartselle Fort Payne 85 41 575 441 29 Albertville 19 129 Cullman Allatoona L. Hamilton Gadsden Kennesaw Mountain NBP Guin 278 Oneonta 29 27 Chattahoochee River NRA Sulligent Jasper 378 78 Sumiton Saks 20 Center Point Anniston 278 78 20 Mountain Brook 27A 29 129 278 Hueytown Talladega Reform VA Sunshine HealthcareSouth Augusta Network (VISN 8) Jackson L. 221 Alabaster 140 Fountain Parkway • St. Petersburg, Florida 33716 • www.visn8.va.gov Sylacauga 41 Calera Roanoke 75 1 23 27A BIBB Alexander City Brent West Point L. 25 COOSA UPSON WASHINGTON SCREVEN 441 Lafayette NORTHMONROE FLORIDA/SOUTH GEORGIA Eutaw TALLAPOOSA Macon Clanton CHAMBERS HARRIS BIBB Flint R. 80 JENKINS 19 319 TALBOT CHILTON 27 PERRY WILKINSON CRAWFORD JOHNSON 301 1. Lecanto CBOC 7. AuburnValdosta CBOC 9. St. Marys CBOC 11.LAUREN JacksonvilleS 2 VA Clinic 13. St. Augustine VA Clinic 15. Perry VA Clinic Malcom Randall VAMC 341 TAYLOR L. Harding 23 Oconee R. PEACH LEE TWIGGS 80 Demopolis 2804 W Marc Knighton Ct, SteELMORE A 2841 N Patterson St MUSCOGEE 2603 Osbourne Rd Ste E 3901 UniversityEMANUEL Blvd S (new interim address) 1224 N Peacock Ave 1601 SW Archer Rd 129 AUTAUGA Prattville HOUSTON BLECKLEY Selma Phenix City 16 Lecanto, FL 34461 Valdosta, GA 31601 Columbus St. Marys, GA 31558 Jacksonville, FL 32216 CANDLER 195EFFINGHAM Southpark Blvd Perry, FL 32347 Gainesville, FL 32608 MACON TREUTLEN CHATAHOOCHEE MACON BULLOCH 80 Linden (352)Montgomery 746-8000 (229) 293-0132;RUSSELL (877) 303-8387MARION (912) 510-3420 PULASKI (904) 732-6300 St Augustine, FL 32086 (850) 223-8387 (352) 376-1611; (800) 324-8387 221 SCHLEY 341 25 BULLOCK Andersonville NHS 41 95 LOWNDES Union Springs MONT- (904) 829-0814; (866) 401-8387 2. -
Remote Sensing-Based Flood Mapping and Flood Hazard Assessment in Haiti
www.dartmouth.edu/~floods/ csdms.colorado.edu Remote Sensing-based Flood Mapping and Flood Hazard Assessment in Haiti “Rebuilding for Resilience: How Science and Engineering Can Inform Haiti's Reconstruction, March 22 - March 23, 2010, University of Miami - Coral Gables, FL Prof. G. Robert Brakenridge Dartmouth Flood Observatory, Dartmouth College, and Visiting Scientist, Community Surface Dynamics Modeling System, University of Colorado Dr. Scott D. Peckham (Presenter) Community Surface Dynamics Modeling System, University of Colorado 1) Floods commonly produce catastrophic damage in Haiti 2) Not all such floods are from tropical cyclones On May 18-25, 2004, a low-pressure system originating from Central America brought exceptionally heavy showers and thunderstorms to Haiti and the Dominican Republic. Rainfall amounts exceeded 500 mm (19.7 inches) across the border areas of Haiti and the Dominican Republic At the town of Jimani, DR, 250 mm (10 inches) of rain fell in just 24 hours. NASA Tropical Rainfall Measuring Mission (TRMM) data. Lethal Major Floods in the Dominican Republic / Haiti are a Near-Annual Event The Dartmouth Flood Observatory data archive dates back to 1985. Between 1986 and early 2004 (prior to Hurricane Jeanne in November), at least, fourteen lethal events impacted the island, including: Year Month Casualties 1986 early June >39 1986 late October 40 1988 early September - Hurricane Gilbert 237 1993 late May 20 1994 early November – Hurricane Gordon >1000 1996 mid November 18 1998 Late August – Hurricane Gustaf >22 1998 late September - Hurricane Georges >400 1999 late October - Hurricane Jose 4 2001 mid-May 15 2002 late May 30 2003 early December - Tropical Storm Odette 8 2003 mid-November 10 2004 late May >2000 NASA’s two MODIS sensors, Aqua and Terra, are an important flood mapping tool: • Visible and near IR spectral bands provide excellent land/water discrimination over wide areas. -
Hurricane & Tropical Storm
5.8 HURRICANE & TROPICAL STORM SECTION 5.8 HURRICANE AND TROPICAL STORM 5.8.1 HAZARD DESCRIPTION A tropical cyclone is a rotating, organized system of clouds and thunderstorms that originates over tropical or sub-tropical waters and has a closed low-level circulation. Tropical depressions, tropical storms, and hurricanes are all considered tropical cyclones. These storms rotate counterclockwise in the northern hemisphere around the center and are accompanied by heavy rain and strong winds (NOAA, 2013). Almost all tropical storms and hurricanes in the Atlantic basin (which includes the Gulf of Mexico and Caribbean Sea) form between June 1 and November 30 (hurricane season). August and September are peak months for hurricane development. The average wind speeds for tropical storms and hurricanes are listed below: . A tropical depression has a maximum sustained wind speeds of 38 miles per hour (mph) or less . A tropical storm has maximum sustained wind speeds of 39 to 73 mph . A hurricane has maximum sustained wind speeds of 74 mph or higher. In the western North Pacific, hurricanes are called typhoons; similar storms in the Indian Ocean and South Pacific Ocean are called cyclones. A major hurricane has maximum sustained wind speeds of 111 mph or higher (NOAA, 2013). Over a two-year period, the United States coastline is struck by an average of three hurricanes, one of which is classified as a major hurricane. Hurricanes, tropical storms, and tropical depressions may pose a threat to life and property. These storms bring heavy rain, storm surge and flooding (NOAA, 2013). The cooler waters off the coast of New Jersey can serve to diminish the energy of storms that have traveled up the eastern seaboard. -
Bookletchart™ Florida Everglades National Park – Whitewater Bay NOAA Chart 11433
BookletChart™ Florida Everglades National Park – Whitewater Bay NOAA Chart 11433 A reduced-scale NOAA nautical chart for small boaters When possible, use the full-size NOAA chart for navigation. Included Area Published by the to Coot Bay and Whitewater Bay. A highway bridge, about 0.5 mile above the mouth of the canal, has a reported 45-foot fixed span and a National Oceanic and Atmospheric Administration clearance of 10 feet. A marina on the W side of the canal just below the National Ocean Service dam at Flamingo has berths with electricity, water, ice, and limited Office of Coast Survey marine supplies. Gasoline, diesel fuel, and launching ramps are available on either side of the dam. A 5-mph no-wake speed limit is enforced in www.NauticalCharts.NOAA.gov the canal. 888-990-NOAA Small craft can traverse the system of tidal bays, creeks, and canals from Flamingo Visitors Center to the Gulf of Mexico, 6 miles N of Northwest What are Nautical Charts? Cape. The route through Buttonwood Canal, Coot Bay, Tarpon Creek, Whitewater Bay, Cormorant Pass, Oyster Bay, and Little Shark River is Nautical charts are a fundamental tool of marine navigation. They show marked by daybeacons. The controlling depth is about 3½ feet. water depths, obstructions, buoys, other aids to navigation, and much The route from Flamingo to Daybeacon 48, near the W end of more. The information is shown in a way that promotes safe and Cormorant Pass, is part of the Wilderness Waterway. efficient navigation. Chart carriage is mandatory on the commercial Wilderness Waterway is a 100-mile inside passage winding through the ships that carry America’s commerce. -
Turkey Point Units 6 & 7 COLA
Turkey Point Units 6 & 7 COL Application Part 2 — FSAR SUBSECTION 2.4.1: HYDROLOGIC DESCRIPTION TABLE OF CONTENTS 2.4 HYDROLOGIC ENGINEERING ..................................................................2.4.1-1 2.4.1 HYDROLOGIC DESCRIPTION ............................................................2.4.1-1 2.4.1.1 Site and Facilities .....................................................................2.4.1-1 2.4.1.2 Hydrosphere .............................................................................2.4.1-3 2.4.1.3 References .............................................................................2.4.1-12 2.4.1-i Revision 6 Turkey Point Units 6 & 7 COL Application Part 2 — FSAR SUBSECTION 2.4.1 LIST OF TABLES Number Title 2.4.1-201 East Miami-Dade County Drainage Subbasin Areas and Outfall Structures 2.4.1-202 Summary of Data Records for Gage Stations at S-197, S-20, S-21A, and S-21 Flow Control Structures 2.4.1-203 Monthly Mean Flows at the Canal C-111 Structure S-197 2.4.1-204 Monthly Mean Water Level at the Canal C-111 Structure S-197 (Headwater) 2.4.1-205 Monthly Mean Flows in the Canal L-31E at Structure S-20 2.4.1-206 Monthly Mean Water Levels in the Canal L-31E at Structure S-20 (Headwaters) 2.4.1-207 Monthly Mean Flows in the Princeton Canal at Structure S-21A 2.4.1-208 Monthly Mean Water Levels in the Princeton Canal at Structure S-21A (Headwaters) 2.4.1-209 Monthly Mean Flows in the Black Creek Canal at Structure S-21 2.4.1-210 Monthly Mean Water Levels in the Black Creek Canal at Structure S-21 2.4.1-211 NOAA -
Environmental Quality Standards for Barium in Surface Water Proposal for an Update According to the Methodology of the Water Framework Directive
Environmental quality standards for barium in surface water Proposal for an update according to the methodology of the Water Framework Directive This report contains an erratum d.d. 29-01-2021 on page 111 RIVM letter report 2020-0024 E.M.J. Verbruggen | C.E. Smit | P.L.A. van Vlaardingen Environmental quality standards for barium in surface water Proposal for an update according to the methodology of the Water Framework Directive This report contains an erratum d.d. 29-01-2021 on page 111 RIVM letter report 2020-0024 E.M.J. Verbruggen | C.E. Smit | P.L.A. van Vlaardingen RIVM letter report 2020-0024 Colophon © RIVM 2020 Parts of this publication may be reproduced, provided acknowledgement is given to: National Institute for Public Health and the Environment, along with the title and year of publication. DOI 10.21945/RIVM-2020-0024 E.M.J. Verbruggen (author), RIVM C.E. Smit (author), RIVM P.L.A. van Vlaardingen. (author), RIVM Contact: Els Smit Centre for Safety of Substances and Products [email protected] This investigation has been performed by order and for the account of Ministry of Infrastructure and Water Management, within the framework of the project ‘Chemical substances, standard setting and Priority Substances Directive’. Published by: National Institute for Public Health and the Environment, RIVM P.O. Box1 | 3720 BA Bilthoven The Netherlands www.rivm.nl/en Page 2 of 111 RIVM letter report 2020-0024 Synopsis Environmental quality standards for barium in surface water Proposal for an update according to the methodology of the Water Framework Directive RIVM is proposing new water quality standards for barium in surface water. -
Of 6 62-302.532 Estuary-Specific Numeric Interpretations of The
FAC 62-302.532 Estuary-Specific Numeric Interpretations of the Narrative Nutrient Criterion Effective Date: 12/20/2012 62-302.532 Estuary-Specific Numeric Interpretations of the Narrative Nutrient Criterion. (1) Estuary-specific numeric interpretations of the narrative nutrient criterion in paragraph 62-302.530(47)(b), F.A.C., are in the table below. The concentration-based estuary interpretations are open water, area-wide averages. The interpretations expressed as load per million cubic meters of freshwater inflow are the total load of that nutrient to the estuary divided by the total volume of freshwater inflow to that estuary. Page 1 of 6 FAC 62-302.532 Estuary-Specific Numeric Interpretations of the Narrative Nutrient Criterion Effective Date: 12/20/2012 Estuary Total Phosphorus Total Nitrogen Chlorophyll a (a) Clearwater Harbor/St. Joseph Sound Annual geometric mean values not to be exceeded more than once in a three year period. Nutrient and nutrient response values do not apply to tidally influenced areas that fluctuate between predominantly marine and predominantly fresh waters during typical climatic and hydrologic conditions. 1. St.Joseph Sound 0.05 mg/L 0.66 mg/L 3.1 µg/L 2. Clearwater North 0.05 mg/L 0.61 mg/L 5.4 µg/L 3. Clearwater South 0.06 mg/L 0.58 mg/L 7.6 µg/L (b) Tampa Bay Annual totals for nutrients and annual arithmetic means for chlorophyll a, not to be exceeded more than once in a three year period. Nutrient and nutrient response values do not apply to tidally influenced areas that fluctuate between predominantly marine and predominantly fresh waters during typical climatic and hydrologic conditions.