FLORIDA GEOLOGICAL SURVEY 903 W. TENNESSEE STREET TALLAHASSEE, FLORIDA 32304-7700

Walter Schmidt, State Geologist and Chief

ADMINISTRATIVE AND GEOLOGICAL DATA MANAGEMENT SECTION Jacqueline M. Lloyd, Assistant State Geologist

Karen Achille, Administrative Secretary Carol Armstrong, Librarian Wanda Bissonnette, Administrative Assistant Paulette Bond, Research Geologist Kenji Butler, Research Assistant Jessie Hawkins, Custodian Michael Miller, Research Assistant Chris Poarch, Systems Programmer Jeremy Poarch, IT Assistant Paula Polson, CAD Analyst Andrew Rudin, GIS Analyst Frank Rupert, Research Geologist Christie Seale, Secretary Specialist Carolyn Stringer
, Management Analyst Susan Trombley, Secretary Specialist

GEOLOGICAL INVESTIGATIONS SECTION Thomas M. Scott, Assistant State Geologist
Jon Arthur, Hydrogeology Program Supervisor David Arthur, Research Assistant Kristin Bailey, Research Assistant Alan Baker, Hydrogeologist Kristy Baker, Research Assistant Jim Balsillie, Coastal Geologist Craig Berninger, Driller Lee Booth, Driller’s Assistant Jonathan Bryan, Research Associate Ken Campbell, Drilling Supervisor James Cichon, Hydrogeologist Bridget Coane, Research Assistant Rick Copeland, Hydrogeologist Brian Cross, Research Assistant Adel Dabous, Research Associate Roberto Davila, Research Assistant Kevin DeFosset, Research Assistant Rodney DeHan, Senior Research Scientist Erin Dorn, Research Assistant Will Evans, Senior Research Associate Cindy Fischler, Research Assistant Rick Green, Stratigrapher Tom Greenhalgh, Hydrogeologist Jacob Halfhill, Research Assistant Eric Harrington, Engineering Technician Ron Hoenstine, Coastal Research Program Supervisor Robby Jones, Research Assistant Clint Kromhout, Research Assistant Robert Kurtz, Research Assistant Michelle Lachance, Research Assistant Jim Ladner, Coastal Geologist James McClean, Research Associate Harley Means, Research Geologist Ryan Means, Research Assistant Rebecca Meegan, Research Assistant Elizabeth Moulton, Research Assistant David Paul, Research Associate Dan Phelps, Coastal Geologist Steve Spencer, Economic Mineralogist Wade Stringer, Marine Mechanic Alan Willet, Research Assistant Alex Wood, Hydrogeologist

OIL AND GAS SECTION David Curry, Environmental Administrator

Paul Attwood, Asst. District Coordinator Robert Caughey, District Coordinator Brett Cimbora, Research Assistant Ed Garrett, Geologist Al Keaton, Engineer John Leccese, District Coordinator Tracy Phelps, Secretary David Taylor, Engineer Joel Webb, Research Assistant

Cover : Fern Hammock Spring, Marion County (photo by Tom Scott).STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Colleen M. Castille, Secretary

DIVISION OF RESOURCE ASSESSMENT AND MANAGEMENT Edwin J. Conklin, Director

FLORIDA GEOLOGICAL SURVEY Walter Schmidt, State Geologist and Chief

Bulletin No. 66



### SPRINGS OF FLORIDA

By

Thomas M. Scott (PG #99), Guy H. Means, Rebecca P. Meegan, Ryan C. Means,

Sam B. Upchurch, R. E. Copeland, James Jones, Tina Roberts, Alan Willet

Version 1.1 Revised October 12, 2004

Published for the

FLORIDA GEOLOGICAL SURVEY Tallahassee, Florida 2004ii Printed for the Florida Geological Survey

Tallahassee 2004

ISSN 0271-7832PREFACE

FLORIDA GEOLOGICAL SURVEY

Tallahassee, Florida 2004

The Florida Geological Survey (FGS), Division of Resource Assessment and Management, Department of Environmental Protection, is publishing as its Bulletin No. 66, Springs of Florida. In 2001, the Florida Legislature passed the Florida Springs Initiative to further the State's ability to conserve and protect our valuable freshwater spring resources. As part of this larger program the FGS began a three year project to update and complete the state's inventory of these resources. The original report by the FGS on Florida's springs was published in 1947, as Bulletin No. 31. This was revised in 1977. In recent decades,much has been learned about additional spring resources unreported in earlier compilations. In addition, a great deal of water chemistry information has been gathered to enable long-term trend analysis and interpretative dynamics of our subsurface aquifer flow regimes. Further data is being compiled to better define various springsheds to aid policy makers as they try to address land-use decisions to foster sustainable fresh water resources.The information contained in this report, provides data for scientists, planners, environmental managers, and the citizens of Florida.

Walter Schmidt, Ph.D, PG State Geologist and Chief Florida Geological Survey

iiiivTABLE OF CONTENTS

Page Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Acknowledgements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Definitions and Terms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Florida Springs Task Force . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Task Force Members and Advisors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 Classification of Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 Archaeological and Paleontological Significance of Springs . . . . . . . . . . . . . . . . . . . . . . . . .11 Hydrogeology of Florida Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13 Springsheds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 Spring Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .23 Natural Factors Affecting Water Quality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .23 Indicators of Water Quality Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24 Offshore Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26 Water Quality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27 Methodology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27 Field Parameters . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .28 Water Samples . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .29 Additional Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .29 Discharge Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .29 Characteristics of Spring Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31 Descriptions of Analytes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31 Physical Field Parameters . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31 Dissolved Oxygen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31 pH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31 Specific Conductance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32 Water Temperature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32 Discharge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32 Other Field Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Secchi Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Laboratory Analytes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Alkalinity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Biochemical Oxygen Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Chloride (Cl) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Color . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Nitrate + Nitrite (NO 3 + NO 2) as N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33 Organic Carbon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Orthophosphate (PO 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Potassium (K) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Radium 226 and 228 (Ra 226 and Ra 228) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Sodium (Na) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Sulfate (SO 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Total Ammonia (NH 3 + NH 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Total Dissolved Solids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 Total Kjeldahl Nitrogen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35

vTotal Nitrogen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35 Total Suspended Solids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35 Turbidity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35 Trace Metals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35 Biological Analytes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36 Descriptions of Individual Springs and Results of Analyses . . . . . . . . . . . . . . . . . . . . . . . .37 Alachua County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .38 Hornsby Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .39 Poe Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41 Santa Fe River Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .44 Treehouse Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .46 Bay County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .48 Gainer Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49 Gainer Spring No. 1C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49 Gainer Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 Gainer Spring No. 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51 Bradford County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53 Calhoun County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54 Citrus County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55 Chassahowitzka Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .56 Chassahowitzka Main Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .57 Chassahowitzka No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .57 Citrus Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .59 Homosassa Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61 Homosassa Springs Nos. 1, 2 and 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61 Kings Bay Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .64 Hunter Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65 Tarpon Hole Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65 Clay County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .67 Green Cove Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68 Columbia County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71 Columbia Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .72 Ichetucknee Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74 Ichetucknee Head Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75 Blue Hole . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75 Cedar Head Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75 Roaring Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .77 Santa Fe Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .78 Dixie County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .80 Copper Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .81 Guaranto Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .84 Steinhatchee River Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .86 Duval County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .88 Franklin County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .89 Gadsden County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90 Gilchrist County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .91 Devil's Ear Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .92 Gilchrist Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .95 Ginnie Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .97

viHart Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .99 Otter Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102 Rock Bluff Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104 Siphon Creek Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .107 Sun Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .109 Hamilton County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112 Alapaha River Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113 Holton Creek Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .115 Rossetter Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .117 Hernando County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119 Gator Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 Little Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .122 Magnolia Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .125 Salt Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .128 Weeki Wachee Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .131 Hillsborough County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .133 Buckhorn Main Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .134 Lithia Spring Major . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .137 Sulphur Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .140 Holmes County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .143 Holmes Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144 Ponce de Leon Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .146 Jackson County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .149 Baltzell Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .150 Blue Hole Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .152 Hays Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .154 Jackson Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .156 Shangri-La Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .159 Spring Lake Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .161 Black Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .161 Double Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .163 Gadsen Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .165 Mill Pond Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .167 Springboard Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .169 Jefferson County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .171 Wacissa Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .172 Spring No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .172 Big Spring (Big Blue Spring) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .174 Lafayette County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .175 Allen Mill Pond Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .176 Lafayette Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .178 Mearson Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180 Owens Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .182 Ruth Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .184 Troy Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .186 Turtle Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .188 Lake County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .190 Alexander Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .191 Apopka Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .194

viiBugg Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .196 Leon County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .199 Horn Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .200 Natural Bridge Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .202 Rhodes Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .205 Rhodes Springs No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .205 Rhodes Springs No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .206 Rhodes Springs No. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .206 St. Marks River Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .209 Levy County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .211 Fanning Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .212 Levy Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .214 Manatee Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .216 Madison County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .218 Madison Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .219 Suwanacoochee Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .221 Manatee County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .223 Marion County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .224 Fern Hammock Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .225 Juniper Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .227 Orange Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .230 Rainbow Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .232 Rainbow No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .233 Rainbow No. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .235 Rainbow No. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .235 Bubbling Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .235 Salt Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .237 Silver Glen Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .240 Silver Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .243 Main Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .244 Reception Hall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .244 Blue Grotto . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .244 Orange County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .247 Rock Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .248 Wekiwa Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .251 Pasco County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254 Crystal Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255 Pinellas County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258 Putnam County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259 Beecher Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260 Welaka Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262 Sarasota County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264 Warm Mineral Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265 Seminole County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268 Sanlando Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269 Starbuck Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272 Sumter County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274 Fenney Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275 Gum Spring Main . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

viiiSuwannee County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279 Branford Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280 Ellaville Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282 Falmouth Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284 Ichetucknee Head Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286 Little River Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286 Running Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288 Suwannee Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .290 Telford Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .293 Taylor County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .295 Nutall Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .296 Waldo Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .298 Union County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .301 Volusia County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .302 DeLeon Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .303 Volusia Blue Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .306 Wakulla County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .308 Cray's Rise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .309 Newport Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .311 Sheppard Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .313 Spring Creek Springs Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .315 Spring Creek No. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .317 Spring Creek No. 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .317 Wakulla Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .318 Walton County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .321 Morrison Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .322 Washington County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .324 Beckton Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .325 Brunson Landing Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .327 Cypress Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .329 Washington Blue Spring Choctawhatchee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .332 Washington Blue Springs Econfina . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .335 Williford Spring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .338 Springs Information Resources on the Web . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .341 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .343 Appendix A - Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .349 Appendix B - Florida Springs Locations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .359 Appendix B 1 - Springs visited by FGS springs teams . . . . . . . . . . . . . . . . . . . . .359 Appendix B 2 - Location of additional known or reported springs in Florida not visited by FGS spring teams . . . . . . . . . . . . . . . . . . . . .371 Appendix C - Descriptions of additional springs visited by FGS spring teams . . . . . . . . .379

Figures

1. Old Florida spring photos and momentos . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 2. Florida Springs Task Force at Salt Springs in 2003 . . . . . . . . . . . . . . . . . . . . . . . . . . .6 3. Location of Florida's springs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 4. Native American artifacts from Florida Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12

ix5. Generalized geologic map of Florida . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 6. Karst areas related to first magnitude springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 7. Example of the Florida Aquifer Vulnerability Assessment (FAVA) . . . . . . . . . . . . . .18 8. Median nitrate concentrations in 13 selected first magnitude springs in Florida . . .19 9. Idealized springshed delineation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21 10. Potentiometric map of springshed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .22 11. Offshore springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26 12. Known offshore springs in the Florida Big Bend Region . . . . . . . . . . . . . . . . . . . . . . .27 13. The FGS Spring Sampling Team, 2001 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .28 14. SCUBA diver in Silver Springs (photo by G. Maddox) . . . . . . . . . . . . . . . . . . . . . . . .37 15. Springs visited by FGS in Alachua County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .38 16. Hornsby Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .39 17. Poe Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41 18. Santa Fe River Rise (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .44 19. Treehouse Spring (photo by J. Stevenson) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .46 20. Springs visited by FGS in Bay County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .48 21. Gainer Springs Group Vent 1C (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . .49 22. Gainer Springs Group Vent 2 (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 23. Gainer Springs Group Fracture (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . .51 24. Springs visited by FGS in Bradford County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53 25. Springs visited by FGS in Calhoun County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54 26. Springs visited by FGS in Citrus County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55 27. Chassahowitzka Main Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . .56 28. Chassahowitzka No. 1 (photo by R. Meegan) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .56 29. Citrus Blue Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .59 30. Homosassa Springs Group (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61 31. Kings Bay Springs Group, Hunter Spring (photo by R. Meegan) . . . . . . . . . . . . . . . .64 32. Kings Bay Springs Group, Tarpon Hole Spring (photo by R. Means) . . . . . . . . . . . . .64 33. Springs visited by FGS in Clay County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .67 34. Green Cove Springs (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68 35. Springs visited by FGS in Columbia County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71 36. Columbia Spring (photo by D. Hornsby) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .72 37. Ichetucknee Springs Group, Ichetucknee Head Spring (photo by T. Scott) . . . . . . . .74 38. Ichetucknee Springs Group, Blue Hole Spring (photo by T. Scott) . . . . . . . . . . . . . . .74 39. Santa Fe Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .78 40. Springs visited by FGS in Dixie County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .80 41. Copper Spring No. 2 (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .81 42. Guaranto Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .84 43. Steinhatchee River Rise (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .86 44. Springs visited by FGS in Duval County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .88 45. Springs visited by FGS in Franklin County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .89 46. Springs visited by FGS in Gadsden County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90 47. Springs visited by FGS in Gilchrist County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .91 48. Devil's Ear Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .92 49. Gilchrist Blue Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .95 50. Ginnie Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .97

x51. Hart Springs (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .99 52. Otter Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102 53. Rock Bluff Springs (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104 54. Siphon Creek Rise (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .107 55. Sun Springs (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .109 56. Springs visited by FGS in Hamilton County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112 57. Alapaha River Rise (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113 58. Holton Creek Rise (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .115 59. Rossetter Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .117 60. Springs visited by FGS in Hernando County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119 61. Gator Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 62. Little Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .122 63. Magnolia Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .125 64. Hernando Salt Springs (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .128 65. Weeki Wachee Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .131 66. Springs visited by FGS in Hillsborough County . . . . . . . . . . . . . . . . . . . . . . . . . . . .133 67. Buckhorn Main Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .134 68. Lithia Spring Major (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .137 69. Sulphur Spring circa 1930 (anonymous) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .140 70. Sulphur Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .140 71. Springs visited by FGS in Holmes County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .143 72. Holmes Blue Spring (photo by R. Meegan) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144 73. Ponce de Leon Springs (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .146 74. Springs visited by FGS in Jackson County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .149 75. Baltzell Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .150 76. Blue Hole (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .152 77. Hays Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .154 78. Jackson Blue Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .156 79. Jackson Blue Spring aerial photo (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . .156 80. Shangri-La Springs (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .159 81. Black Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .161 82. Double Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .163 83. Gadsen Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .165 84. Mill Pond Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .167 85. Springboard Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .169 86. Springs visited by FGS in Jefferson County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .171 87. Wacissa Springs Group, Big Spring (Big Blue Spring) (photo by R. Means) . . . . . .172 88. Springs visited by FGS in Lafayette County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .175 89. Allen Mill Pond Springs (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .176 90. Lafayette Blue Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .178 91. Mearson Spring (photo by D. Hornsby) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180 92. Owens Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .182 93. Ruth Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .184 94. Troy Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .186 95. Turtle Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .188 96. Springs visited by FGS in Lake County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .190

xi97. Alexander Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .191 98. Alexander Spring aerial photo (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . .192 99. Apopka Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .194 100. Bugg Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .196 101. Springs visited by FGS in Leon County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .199 102. Horn Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .200 103. Natural Bridge Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .202 104. Rhodes Spring No. 4 (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .205 105. St. Marks River Rise (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .209 106. Springs visited by FGS in Levy County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .211 107. Fanning Springs (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .212 108. Levy Blue Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .214 109. Manatee Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .216 110. Springs visited by FGS in Madison County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .218 111. Madison Blue Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .219 112. Suwanacoochee Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .221 113. Srings visited by FGS in Manatee County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .223 114. Springs visited by FGS in Marion County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .224 115. Fern Hammock Springs (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .225 116. Juniper Springs (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .227 117. Orange Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .230 118. Rainbow Springs Group aerial photo (photo by H. Means) . . . . . . . . . . . . . . . . . . . .232 119. Rainbow Springs Group head spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . .232 120. Rainbow Springs Group rocks underwater (photo by T. Scott) . . . . . . . . . . . . . . . . .233 121. Salt Springs (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .237 122. Silver Glen Springs circa 1930 (anonymous) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .240 123. Silver Glen Springs (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .240 124. Silver Springs Group, Main Spring aerial photo (photo by H. Means) . . . . . . . . . . .243 125. Silver Springs Group, Main Spring (photo by Steve Specht) . . . . . . . . . . . . . . . . . .243 126. Springs visited by FGS in Orange County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .247 127. Rock Springs (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .248 128. Wekiwa Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .251 129. Springs visited by FGS in Pasco County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254 130. Crystal Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255 131. Springs visited by FGS in Pinellas County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258 132. Springs visited by FGS in Putnam County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259 133. Beecher Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260 134. Welaka Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262 135. Springs visited by FGS in Sarasota County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264 136. Warm Mineral Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265 137. Springs visited by FGS in Seminole County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268 138. Sanlando Springs (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269 139. Starbuck Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272 140. Springs visited by FGS in Sumter County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274 141. Fenney Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275 142. Gum Springs Main (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

xii143. Springs visited by FGS in Suwannee County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279 144. Branford Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280 145. Ellaville Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282 146. Falmouth Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284 147. Little River Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286 148. East Running Springs (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288 149. Suwannee Springs (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .290 150. Telford Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .293 151. Springs visited by FGS in Taylor County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .295 152. Nutall Rise (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .296 153. Waldo Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .298 154. Springs visited by FGS in Union County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .301 155. Springs visited by FGS in Volusia County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .302 156. DeLeon Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .303 157. Volusia Blue Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .306 158. Springs visited by FGS in Wakulla County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .308 159. Cray's Rise (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .309 160. Newport Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .311 161. Sheppard Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .313 162. Spring Creek Springs Group (photo by J. Stevenson) . . . . . . . . . . . . . . . . . . . . . . . .315 163. Wakulla Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .318 164. Spring visited by FGS in Walton County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .321 165. Morrison Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .322 166. Springs visited by FGS in Washington County . . . . . . . . . . . . . . . . . . . . . . . . . . . . .324 167. Beckton Spring (photo by H. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .325 168. Brunson Landing Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .327 169. Cypress Spring (photo by T. Scott) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .329 170. Washington Blue Spring Choctawhatchee (photo by R. Means) . . . . . . . . . . . . . . . .332 171. Washington Blue Spring Econfina (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . .335 172. Williford Spring (photo by R. Means) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .338

Tables

1. Florida's spring classification system (from Copeland, 2003) . . . . . . . . . . . . . . . . . . .11 2. List of analytes sampled at first magnitude springs and measured by the FDEP laboratory for the Springs Initiative during Fall 2001, Winter 2002, and Spring 2002 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30 3. Units of measurement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32 4. Hornsby Spring water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 5. Hornsby Spring bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 6. Poe Spring water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .42 7. Poe Spring bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .43 8. Santa Fe River Rise water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45 9. Santa Fe River Rise bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45 10. Treehouse Spring water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47 11. Treehouse Spring bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47

xiii12. Gainer Springs Group water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .52 13. Gainer Springs Group bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .52 14. Chasahowitzka Springs Group bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . .57 15. Chassahowitzka Springs Group water quality analyses . . . . . . . . . . . . . . . . . . . . . . .58 16. Citrus Blue Spring water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60 17. Citrus Blue Spring bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60 18. Homosassa Springs Group water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . .62 19. Homosassa Springs Group bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . .63 20. Kings Bay Springs Group water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . .66 21. Kings Bay Springs Group bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . .66 22. Green Cove Spring water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .69 23. Green Cove Spring bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .70 24. Columbia Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .73 25. Columbia Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .73 26. Ichetucknee Springs Group water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . .76 27. Ichetucknee Springs Group bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . .77 28. Santa Fe Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .79 29. Santa Fe Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .79 30. Copper Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .82 31. Copper Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .82 32. Guaranto Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .85 33. Guaranto Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .85 34. Steinhatchee River Rise water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .87 35. Steinhatchee River Rise bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .87 36. Devil's Ear Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .93 37. Devil's Ear Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .93 38. Gilchrist Blue Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96 39. Gilchrist Blue Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96 40. Ginnie Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .98 41. Ginnie Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .98 42. Hart Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .100 43. Hart Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .101 44. Otter Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .103 45. Otter Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .103 46. Rock Bluff Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .105 47. Rock Bluff Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .106 48. Siphon Creek Rise water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 49. Siphon Creek Rise bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108 50. Sun Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .110 51. Sun Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .110 52. Alapaha River Rise water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114 53. Alapaha River Rise bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114 54. Holton Creek Rise water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .116 55. Holton Creek Rise bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .116

xiv56. Rossetter Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .118 57. Rossetter Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .118 58. Gator Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .121 59. Gator Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .121 60. Little Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .123 61. Little Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .124 62. Magnolia Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .126 63. Magnolia Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127 64. Hernando Salt Spring water quality analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .129 65. Hernando Salt Spring bacteriological analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . .130 66. Weeki Wachee Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132 67. Weeki Wachee Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132 68. Buckhorn Main Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .135 69. Buckhorn Main Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .136 70. Lithia Spring Major water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .138 71. Lithia Spring Major bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .139 72. Sulphur Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .141 73. Sulphur Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .142 74. Holmes Blue Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .145 75. Holmes Blue Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .145 76. Ponce de Leon Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .147 77. Ponce de Leon Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .148 78. Baltzell Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .151 79. Baltzell Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .151 80. Blue Hole Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .153 81. Blue Hole Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .153 82. Hays Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .155 83. Hays Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .155 84. Jackson Blue Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .157 85. Jackson Blue Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .158 86. Shangri-La Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .160 87. Shangri-La Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .160 88. Spring Lake Springs, Black Spring water quality analysis . . . . . . . . . . . . . . . . . . . .162 89. Spring Lake Springs, Black Spring bacteriological analysis . . . . . . . . . . . . . . . . . . .163 90. Spring Lake Springs, Double Spring water quality analysis . . . . . . . . . . . . . . . . . .164 91. Spring Lake Springs, Double Spring bacteriological analysis . . . . . . . . . . . . . . . . . .164 92. Spring Lake Springs, Gadsen Spring water quality analysis . . . . . . . . . . . . . . . . . .166 93. Spring Lake Springs, Gadsen Spring bacteriological analysis . . . . . . . . . . . . . . . . .166 94. Spring Lake Springs, Mill Pond Spring water quality analysis . . . . . . . . . . . . . . . .168 95. Spring Lake Springs, Mill Pond Spring bacteriological analysis . . . . . . . . . . . . . . .168 96. Spring Lake Springs, Springboard Spring water quality analysis . . . . . . . . . . . . . .170 97. Spring Lake Springs, Springboard Spring bacteriological analysis . . . . . . . . . . . . .170 98. Wacissa Springs Group water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .173

xv99. Wacissa Springs Group bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . .174 100. Allen Mill Pond Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .177 101. Allen Mill Pond Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . .177 102. Lafayette Blue Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .179 103. Lafayette Blue Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .179 104. Mearson Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .181 105. Mearson Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .181 106. Owens Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .183 107. Owens Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .183 108. Ruth Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .185 109. Ruth Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .185 110. Troy Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .187 111. Troy Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .187 112. Turtle Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .189 113. Turtle Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .189 114. Alexander Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .193 115. Alexander Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .193 116. Apopka Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .195 117. Apopka Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .195 118. Bugg Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .197 119. Bugg Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .198 120. Horn Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .201 121. Horn Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .201 122. Natural Bridge Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .203 123. Natural Bridge Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .204 124. Rhodes Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .207 125. Rhodes Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .208 126. St. Marks River Rise water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .210 127. St. Marks River Rise bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .210 128. Fanning Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .213 129. Fanning Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .213 130. Levy Blue Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .215 131. Levy Blue Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .215 132. Manatee Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .217 133. Manatee Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .217 134. Madison Blue Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .220 135. Madison Blue Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .220 136. Suwanacoochee Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .222 137. Suwanacoochee Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .222 138. Fern Hammock Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .226 139. Fern Hammock Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . .226 140. Juniper Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .228 141. Juniper Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .228

xvi142. Orange Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .231 143. Orange Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .231 144. Rainbow Springs Group water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .234 145. Rainbow Springs Group bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . .235 146. Salt Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .238 147. Salt Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .239 148. Silver Glen Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .241 149. Silver Glen Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .242 150. Silver Springs Group bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .245 151. Silver Springs Group water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .246 152. Rock Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .249 153. Rock Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .250 154. Wekiwa Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .252 155. Wekiwa Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .253 156. Crystal Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256 157. Crystal Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257 158. Beecher Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261 159. Beecher Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261 160. Welaka Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263 161. Welaka Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263 162. Warm Mineral Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266 163. Warm Mineral Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267 164. Sanlando Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270 165. Sanlando Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271 166. Starbuck Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273 167. Starbuck Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273 168. Fenney Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276 169. Fenney Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276 170. Gum Springs Main water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278 171. Gum Springs Main bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278 172. Branford Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281 173. Branford Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281 174. Ellaville Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283 175. Ellaville Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283 176. Falmouth Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285 177. Falmouth Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285 178. Little River Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287 179. Little River Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287 180. Running Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289 181. Running Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289 182. Suwannee Springs water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .291 183. Suwannee Springs bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .292 184. Telford Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .294

xvii185. Telford Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .294 186. Nutall Rise water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .297 187. Nutall Rise bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .297 188. Waldo Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .299 189. Waldo Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .300 190. DeLeon Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .304 191. DeLeon Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .305 192. Volusia Blue Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .307 193. Volusia Blue Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .307 194. Cray's Rise water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .310 195. Cray's Rise bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .310 196. Newport Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .312 197. Newport Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .312 198. Sheppard Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .314 199. Sheppard Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .314 200. Spring Creek Springs Group water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . .316 201. Spring Creek Springs Group bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . .317 202. Wakulla Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .319 203. Wakulla Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .320 204. Morrison Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .323 205. Morrison Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .323 206. Beckton Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .326 207. Beckton Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .326 208. Brunson Landing Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . .328 209. Brunson Landing Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . .328 210. Cypress Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .330 211. Cypress Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .331 212. Washington Blue Spring Choctawhatchee water quality analysis . . . . . . . . . . . . . .333 213. Washington Blue Spring Choctawhatchee bacteriological analysis . . . . . . . . . . . . .334 214. Washington Blue Spring Econfina water quality analysis . . . . . . . . . . . . . . . . . . . .336 215. Washington Blue Spring Econfina bacteriological analysis . . . . . . . . . . . . . . . . . . .337 216. Williford Spring water quality analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .339 217. Williford Spring bacteriological analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .340

xviii

### SPRINGS OF FLORIDA by Thomas M. Scott (PG #99), Guy H. Means, Rebecca P. Meegan, Ryan C. Means,

Sam B. Upchurch, R. E. Copeland, James Jones, Tina Roberts, Alan Willet

INTRODUCTION

The bank was dense with magnolia and loblolly bay, sweet gum and gray-barked ash. He went down to the spring in the cool darkness of their shadows. A sharp pleasure came over him. This was a secret and a lovely place. - Marjory Kinnan Rawlings, The Yearling, 1938

Mysterious, magical, even "awesome" - springs elicit an emotional response from nearly everyone who peers into their crystalline depths. The clear, azure waters of Florida's springs have long been a focus of daily life during the humid, hot months of the year. Many Floridians have a lifetime of memories surrounding our springs. Florida's often warm, humid weather rendered the state's springs a welcome relief from the effects of the climate. Many children, on a hot summer day, begged their parents to take them to those cool, clear inviting pools so that, after hours in the water, the air's warmth actually felt good! The draw of the mysterious, pristine water issuing from caves and sand boils was unmistakable. Visit any spring during the muggy months and you will find people of all ages partaking of Nature's soothing remedy - spring water! Marjory Stoneman Douglas, the grandame of Florida environmentalists, stated that " Springs are bowls of liquid light ." Writer and author Al Burt observed that " Springs add a melody to the land ."

Springs and spring runs have been a focal point of life from prehistoric times to the present. Undoubtedly, the ancient flow of cool, fresh water attracted animals now long absent from Florida's landscape. Many a diver has recovered fossil remains from the state's spring runs and wondered what the forest must have looked like when mastodons and giant sloths roamed the spring-run lowlands.

Human artifacts, found in widespread areas of the state, attest to the importance of springs to Florida's earliest inhabitants. The explorers of Florida, from Ponce de Leon to John and William Bartram and others, often mentioned the subterranean discharges offresh water that were scattered across central and northern Florida. As colonists and settlers began to inhabit Florida, springs continued to be the focus of human activity, becoming sites of missions, towns and steamboat landings. Spring runs provided power for gristmills. Baptisms were held in the clear, cool waters and the springs often served as water supplies for local residents. Today, even bottled water producers are interested in utilizing these waters. Some springs have been valued for their purported therapeutic effects, and people flocked to them to soak in the medicinal waters (Figure 1).

Recreational opportunities provided by the state's springs are numerous. Swimming, snorkeling, diving and canoeing are among the most common activities centering around Florida's springs. The springs and spring runs are magnets for wildlife and, subsequently, BULLETIN NO. 66

1FLORIDA GEOLOGICAL SURVEY

2 Figure 1. Old Florida spring photos and momentos. Clockwise from top left, interior of bath house at White Springs, Hamilton County, 1920s; exterior of bath house at White Springs; Silver Springs, Marion County, auto decal, 1950s; Warm Mineral Springs, Sarasota County, brochure, 1950s; Sulphur Spring, Hillsborough County, early 1900s; boating at Troy Spring, Lafayette County, 1960s; cars at Silver Springs, 1930s; Panacea Mineral Springs Motel, Wakulla County 1930s.draw many individuals and groups to view these animals in their natural surroundings. The economic impact of the springs has been well documented (Bonn and Bell, 2003). Ichetucknee, Wakulla, Homosassa and Volusia Blue Springs alone generated more than $65 million in 2002.

Spring water is a natural discharge that comes primarily from the Floridan aquifer system, the state's primary aquifer. The springs provide a "window" into the aquifer, allowing for a measure of the health of the aquifer. Chemical and biological constituents that enter the aquifer through recharge processes may affect the water quality, flora and fauna of springs and spring runs. As water quality in the aquifer has declined, the flora and fauna associated with the springs and cave systems have been negatively affected. The change inwater quality is a direct result of Florida's increased population and changed land-use patterns. The state's population has increased from approximately two million in 1940 to more than 17 million in 2004 and is projected to exceed 24 million by 2030. These changes and the subsequent degradation of our springs have led to the efforts to protect and restore Florida's treasured springs.

In 1947, the Florida Geological Survey (FGS) published the first Springs of Florida bulletin which documented the major and important springs in the state (Ferguson et al., 1947). This publication was revised in 1977, with many previously undocumented springs and many new water-quality analyses being added (Rosenau et al., 1977). The Florida Geological Survey's report on first magnitude springs (Scott et al., 2002) was the initial step in once again updating and revising the Springs of Florida bulletin. The new bulletin includes the spring descriptions and water-quality analyses from Scott et al. (2002). Nearly 300 springs were described in 1977. As of 2004, more than 700 springs have been recognized in the state and more are reported each year. To date, 33 first magnitude springs (with a flow greater than 100 cubic feet per second or approximately 64.6 million gallons of water per day) have been recognized in Florida, more than any other state or country (Rosenau et al., 1977). Our springs are a unique and invaluable natural resource. A comprehensive understanding of the spring systems will provide the basis for their protection and wise use.

ACKNOWLEDGEMENTS
The authors wish to acknowledge a number of individuals and thank them for their assistance in creating this volume. Gary Maddox, Laura Morse, Gail Sloane, Margaret Murray, Tom Biernacki, Cindy Cosper, Andy Roach, Paul Hansard, and Jay Silvanima from the Florida Department of Environmental Protection (FDEP), Division of Water Resource Management, Bureau of Watershed Management guided the spring water analyses effort.Without their knowledge and experience, the sampling, analyses and data quality and delivery could not have been accomplished within the requisite timeframe.

We would also like to acknowledge the efforts of numerous people from various water management districts and state parks who were so helpful in either collecting or helping to collect data for this project. In particular, the authors wish to thank David Hornsby from the Suwannee River Water Management District for contributing his time and expertise. We also thank Angela Chelette, Tom Pratt, Tony Countryman and Nick Wooten from the Northwest Florida Water Management District; Eric DeHaven, David DeWitt, Joe Haber, BULLETIN NO. 66

3and Chris Tomlinson from the Southwest Florida Water Management District; David Toth, Jim Peterson and Bill Osburn from the St. John's River Water Management District; Will Ebaugh from the U.S. Forest Service; Richard Harris from Blue Springs State Park; Sandy Cook from Wakulla Spring State Park; Larry Arrant from Suwannee River State Park; Sally Lieb from Manatee Spring State Park; Alvin and Edith Hamlin, Lafayette Blue Spring; Steve Davenport from Fanning Springs State Park; Mike Jacobs from Weeki Wachee Springs; Steve Specht, Bob Gallager and Mike Young from Silver Springs; Guy Marwick from the Silver River Museum; Robert LaMont from the Silver Springs State Park; Mark Ludlow and Bill Maphis from Florida Caverns State Park; Boyd Blihovde and Rick "Bubba" Owen from Wekiwa Springs State Park; the staff at Silver Glen Springs, Alexander Spring, Juniper Spring and Fern Hammock Springs in the Ocala National Forest; Mark Wray of Ginnie Springs Resort; Celeste and Hoch Shitama (Running Springs); the Branham family (Bugg Spring); Amos Philman (Hart Spring); Ed Olman (Warm Mineral Spring); Jeffrey and Trudy Williams (Manatee Mineral Spring); Harold Vickers (Cypress and Beckton Springs); Jeffrey DiMaggio from Waccasassa Bay State Preserve; the land owners at Crystal Springs and Meg Andronaco, who provided access to Crystal Springs. Joe Follman and Richard Buchanan's Springs Fever website was a great help to us, and we appreciate their willingness to help. There are many other anonymous individuals whose efforts benefited this project.
Several individuals gave a significant amount of their personal time to lead FGS staff into remote areas. William Shirling spent several days guiding us along Holmes Creek and showing us the multitude of springs in that region. William Barton also spent time with FGS springs teams, leading us to the Spring Lake area. To both of these individuals we are greatly indebted. Joe Follman, author of Springs Fever , graciously provided his editorial expertise.

Many thanks go to staff members of the Florida Geological Survey. Frank Rupert organized the text, figures, tables and photographs into the digital format for publication.John Marquez, Alan Baker, Andrew Rudin and Jim Cichon, provided cartographic expertise. Walt Schmidt, Jon Arthur, Rodney DeHan, Rick Green, Tom Greenalgh, Jackie Lloyd, Frank Rupert and Steve Spencer reviewed the text and data, offering many suggestions and corrections. Kenji Butler and James McClean spent time in the field with the springs teams.

Many FDEP employees assisted with this project. They are: Division of Resource Assessment and Management, Bureau of Laboratories - Sampling Training: Russel Frydenborg, Tom Frick. Bureau of Laboratories - Chemistry and Biology Analyses: Yuh-Hsu Pan, Kate Brackett, Maria Gonzalez, Amzad Shaik, Harrison Walker, Chris Armour, Tom Ebrahimizadeh, Chris Morgan, Colin Wright, Matt Curran, Dave Avrett, Rick Kimsey, Latasha Fisher, Elena Koldacheva, Keith Tucker, Elliot Healy, Dawn Dolbee, Blanca Fach, Ping Hua, Anna Blalock, Patsy Vichaikul, Akbar Cooper, Richard Johnson, Paula Peters, Gary Dearman, Virginia Leavell, Ceceile Wight, Travis Tola, Dale Simmons, Latasha Fisher, Rob Buda, Melva Campos, Karla Whiddon, and Daisys Tamayo. Bureau of Watershed Management, Watershed Monitoring and Data Management Section: TracyWade, Thomas Seal. Division of Waste Management: Bill Martin, David Meyers. We appreciate the efforts of all these individuals.

We would also like to thank individuals from the United States Geological Survey: Stuart Tomlinson, Donna Schiffer, David Dale, Yvonne Stoker, Jack Regar, Hal Davis, FLORIDA GEOLOGICAL SURVEY

4Brian Katz and Trudy Phelps.

FGS would also like to thank the current and past members of the Florida Springs Task Force. In particular we would like to thank Mike Bascom, new Chair of the Springs Task Force and Coordinator of the Florida Springs Initiative for his continued support.

Finally, the Florida Geological Survey Springs Team Members wish to thank Jim Stevenson for his tireless dedication to Florida's springs. Jim retired from the FDEP and the Florida Springs Task Force as Chair during the course of this study. Jim's long careerwith the Department ended much like it began, with a passion for protecting Florida's natural resources for future generations of Floridians to enjoy. Governor Jeb Bush and the former FDEP Secretary, David Struhs recognized Jim's achievements and honored him by naming the highest award given to FDEP employees the Jim Stevenson Resource Manager of the Year Award. Without Jim, our springs would not have a voice. Thank you, Jim!

DEFINITIONS AND TERMS

Many terms relating to hydrogeology and springs may be unfamiliar. Copeland (2003) compiled a glossary of springs terms which is included in Appendix A.

FLORIDA SPRINGS TASK FORCE

In 1999, David Struhs, Secretary of the Florida Department of Environmental Protection (FDEP), directed Jim Stevenson of FDEP to form a multi-agency Florida Springs Task Force (the first Springs Task Force - TF I) to recommend strategies to protect and restore Florida's springs. The Task Force, consisting of 16 Floridians who represented one federal and three state agencies, four water management districts, a state university, a regional planning council, the business community, and private citizens, met monthly from September 1999 to September 2000. These scientists, planners, and other citizens exchanged information on the many factors that impact the viability of Florida's springs and the ecosystems that the springs support. They listened to guest speakers with expertise in topics relating to springs health. They discussed the conflicting environmental, social, and economic interests that exist in all of Florida's spring basins. During the months that the Task Force met, members developed recommendations for the preservation and restoration of Florida's rich treasury of springs. The implementation of the recommendations will help ensure that Florida's "bowls of liquid light" will sparkle for the grandchildren of the children who play in Florida's springs today.

The Task Force produced a report for the Secretary entitled Florida's Springs, Strategies for Protection and Restoration (Florida Springs Task Force, 2000). Armed with this report, Governor Jeb Bush requested funding from the 2001 Florida Legislature to begin the Florida Springs Initiative. Funding in the amount of $2.5 million was approved to support projects for springs restoration, research and protection. The Florida Springs Initiative is funded through the Florida Department of Environmental Protection whereprojects in research and monitoring, public education and outreach, and landowner assistance are coordinated. The Governor's Springs Initiative is based on the 2000 Florida Springs Task Force report.

In February 2000, the Springs Task Force sponsored the Florida Springs Conference, BULLETIN NO. 66

5Natural Gems - Troubled Waters, attended by over 300 people, including scientists, business owners, representatives of environmental groups and residents from all over Florida. The meeting was such a success that it was held again in February 2003, drawing even more attendees. Future conferences are planned for every other year, the next one being in 2005. The makeup of the Task Force has changed since its original members published the Task Force Report. Less emphasis was placed on having members from the Florida Department of Environmental Protection. As such, the second Springs Task Force (TF II) was created and meeting frequency was reduced to quarterly. The meetings were held at differentspring locations around the state and served as a forum for exchanging information on ongoing projects and discussing future goals for the Florida Springs Initiative. In June 2003, Jim Stevenson retired from FDEP and the Task Force. Mike Bascom succeeded Jim Stevenson as the Springs Initiative Coordinator and Chairman of the Task Force. Mike implemented several changes to the Task Force membership and created the current Task Force III (TF III)(Figure 2).

Ms. Colleen Castille succeeded David Struhs as the Secretary of FDEP in March 2004. Ms. Castille continues the support of the Florida Springs Initiative by the department. FLORIDA GEOLOGICAL SURVEY

6 Figure 2.- Florida Springs Task Force at Salt Springs in 2003 (photo by T. Scott).Task Force Members and Advisors

Task Force Chairman - Jim Stevenson, Division of State Lands, FDEP. TF I,II - current citizen member TF III Mike Bascom, Division of State Lands, FDEP, TF III

Technical Writer and Editor - Frances M. Hartnett, Technical and Creative Writing Services

Task Force Members Dianne McCommons Beck, FDEP, TF I Jeff Bielling, Florida Department of Community Affairs, TF I, II, III Greg Bitter, Withlacoochee Regional Planning Council, TF I Bruce Day, Withlacoochee Regional Planning Council, TF I Hal Davis, U.S. Geological Survey, TF I, II, III Russel Frydenborg, Division of Resource Assessment and Management, FDEP, TF I, current advisor Jon Martin, University of Florida, TF I, II, III Gregg Jones, Southwest Florida Water Management District, TF I, II Jack Leppert, Citizen, TF I Gary Maddox, Division of Water Resource Management, FDEP, TF I, current advisor Pam McVety, Division of Recreation and Parks, FDEP, TF I, II, and currently a citizen advisor Dana Bryan, Division of Recreation and Parks, FDEP, TF III Doug Munch, St. Johns River Water Management District, TF I, II, III Tom Pratt, Northwest Florida Water Management District, TF I, II, III Tom Scott, Florida Geological Survey, FDEP, TF I, current advisor Wes Skiles, Karst Environmental Services, TF I, II III Gary Maidhof, Citrus County, TF II, III Brian McCord, Danone Waters of North America, TF II Meg Andronaco, Zephyrhills, TF III Kirk Webster, Suwannee River Water Management District, TF I, II, III Kent Smith, Florida Fish and Wildlife Conservation Commission, TF II, III Sam Upchurch, SDII Global Corporation, TF II, III Kim Davis, Blue Spring Park, Inc., TF II Don Bennink, North Florida Holsteins, Inc., TF II Doug Shaw, The Nature Conservancy, TF II, III Chuck Edwards, poultry farmer, TF III

Technical Advisors Florida Department of Environmental Protection Karl Kurka, Office of Water Policy Kathleen Toolan, Office of General Counsel Joe Hand, Division of Water Resource Management Jennifer Jackson, Division of Water Resource Management Jim McNeal, Division of Water Resource Management Harley Means, Florida Geological Survey Florida Department of Community Affairs Richard Deadman BULLETIN NO. 66

7Florida Department of Health Tim Mayer Florida Fish and Wildlife Conservation Commission Kent Smith Karst Environmental Services Tom Morris St. Johns River Water Management District David Miracle Bill Osburn Suwannee River Water Management District David Hornsby US Fish and Wildlife Service Jim Valade

CLASSIFICATION OF SPRINGS

There are two general types of springs in Florida, seeps (water-table springs) and karstsprings (artesian springs). Rainwater, percolating downward through permeable sediments, may encounter a much less permeable or impermeable formation, forcing the water to move laterally. Eventually the water may reach the surface in a lower-lying area and form a seep (for example the steephead seeps along the eastern side of the Apalachicola River). Karst springs form when groundwater discharges to the surface through a karst opening. Seeps may form in karst areas when water flow from the aquifer is more diffuse.The vast majority of Florida's more than 700 identified springs and all of the first magnitude springs are karst springs.

Springs are most often classified based upon the average discharge of water. Individualsprings exhibit variable discharge depending upon rainfall, recharge and groundwater withdrawals within their recharge areas. One discharge measurement is enough to place a spring into one of the eight magnitude categories. However, springs have dynamic flows. Aspring categorized as being a first-magnitude spring at one moment in time may not continue to remain in the same category. This can result in a spring being classified as a first magnitude spring at one point in time and a second magnitude at another. A spring assigned a magnitude when it was first described continued with that magnitude designation even though the discharge may have changed considerably through time. The Florida GeologicalSurvey has suggested that the historical median of flow measurements be utilized in classifying spring magnitude. Therefore, the magnitude of the spring is to be based on the median value of all discharge measurements for the period of record and a historical category is defined in the Florida Springs Classification System (Copeland, 2003).

The location of a discharge measurement is critical for defining the magnitude of a spring. Whenever possible, a discharge measurement should be restricted to a vent or seep; however, this is often impractical or logistically impossible. For example, the only place totake a measurement may be in a spring run downstream where multiple springs have discharged into the run. For this reason, whenever a discharge measurement or water sample is taken, the springs (vents or seeps) included in the measurement need to be reported. The exact location of the discharge measurement (using a Global Positioning System with approved locational specifications) and a standardized locational reference point for each measurement is encouraged (Copeland, 2003). FLORIDA GEOLOGICAL SURVEY

8The flow-based classification listed below is adapted from Meinzer (1927):

Magnitude Average Flow (Discharge)

1 100 cfs or more (64.6 mgd or more) cfs = cubic feet per second 2 10 to 100 cfs (6.46 to 64.6 mgd) mgd = million gallons per day 3 1 to 10 cfs (0.646 to 6.46 mgd) gpm = gallons per minute 4 100 gpm to 1 cfs (448 gpm) pint/min = pints per minute 5 10 to 100 gpm 6 1 to 10 gpm 7 1 pint to 1 gpm 8 Less than 1 pint/min

Current Florida Geological Survey springs tabulations list 720 springs including 33 first magnitude, 191 second magnitude and 151 third magnitude springs (Figure 3). The list includes individual springs, spring groups, karst windows and river rises (Appendix B). Wilson and Skiles (1989) believe this listing has created some confusion due to the grouping of hydrogeologically unrelated springs into groups and the inclusion of river rises and karst windows. Often, individual springs comprising a group do not have the same water source region or spring recharge basin (springshed) and are not hydrogeologically related. The individual spring vents within a group may not discharge enough water to be classed as firstmagnitude. Wilson and Skiles (1989) recommended grouping only hydrogeologically related springs into spring groups. However, for the purposes of this report, spring groups are used in the report as presented by Rosenau et al. (1977) and by the Florida Springs Task Force (2000).

River rises are the resurgence of river water that descended underground through a sinkhole some distance away. Wilson and Skiles (1989) state that the resurging water may contain a significant portion of aquifer water but is primarily river water and thereforeshould not be classified as a spring. Due to the inclusion of a significant addition of groundwater, river rises have continued to be considered as springs for this report.

Karst windows form when the roof of a cave collapses exposing an underground stream for a short distance. Four karst windows are included in this report.

Future springshed (spring recharge basin) delineations will identify the hydrogeological relationships between springs, facilitating changes in the springs list. The identification of these hydrogeological relationships will be carried out considering the recommendations put forth by Wilson and Skiles (1989) and by hydrogeologists representing government agencies, the private sector and academia.

The Florida spring classification system (Copeland, 2003) (Table 1) is based on anassumption that karst activities have influenced almost all springs in Florida. Thus the system is based on geomorphology. Because of the simplicity of the system, the use of spring descriptors is encouraged.

Under this system, all springs in Florida can be classified into one of four categories, based on the spring's point of discharge. Is the point of discharge a vent or is it a seep and BULLETIN NO. 66

9is the point of discharge located onshore or offshore? Since all springs are either vents or seeps, the classification can be simplified into the following:

Vent Seep Onshore Onshore Offshore Offshore

Spring throat opening size is an extremely important characteristic of Florida springs. A spring vent is defined as an opening that concentrates ground-water discharge to the Earth's surface, including the bottom of the ocean. The opening is significantly larger than that of the average pore space of the surrounding aquifer matrix. As an example, a ventoccasionally is considered to be a cave, and ground-water flow from the vent is typically turbulent. On the other hand, a spring seep is composed of one or more small openings in whichwater discharges diffusely (or "oozes") from the ground-water environment. The diffuse discharge originates from the intergranular pore spaces in the aquifer matrix. Flow is typically laminar. FLORIDA GEOLOGICAL SURVEY

10 Figure 3. Location of Florida's springs.Using this scheme, individual springs type can be accurately classified by defining the type of spring and the magnitude.

Historically, there have been inconsistencies in the naming of springs. We haveattempted to make names more precise in this volume. For example, a spring site that physically has one vent is no longer referred to as springs - Wakulla Springs becomes Wakulla Spring. Also, if a river rise or a karst window was called a spring, the term river rise or karst window now replaces "spring" in the name.

There are many "Blue Springs" in Florida. FDEP scientists have adopted the convention of referring to these springs with the county name placed before the name "Blue Spring." Thus, Blue Spring in Jackson County becomes Jackson Blue Spring.

ARCHAEOLOGICAL AND PALEONTOLOGICAL SIGNIFICANCE OF SPRINGS

Archaeological research has shown that Florida's springs have been important to human inhabitants for thousands of years. Prehistoric peoples exploited the concentration of resources found in and around springs. Fresh water, chert, clay, fish and game animals were all available in and near springs.

Florida's first people, called paleoindians, left behind evidence of their culture in the form of chert, bone and ivory tools that date to more than 12,000 years before present(Figure 4) (Dunbar et al., 1988). These people coexisted with large, now extinct, megafaunal animals including mastodon, mammoth, ground sloth, giant beaver and giant armadillo. During the latest Pleistocene Epoch, 10,000 to 12,000 years ago, sea level was approximately 115 to 148 ft (35 to 45 m) below present levels (Balsillie and Donoghue, in preparation, 2004). Deep springs and sinkholes may have been some of the only sources of fresh water in parts of ancient Florida. Investigations at Wakulla Spring, Hornsby Springs, BULLETIN NO. 66

11 Table 1. Florida's Spring Classification System. (from Copeland, 2003)



### Onshore Offshore Vent Onshore Vent Offshore Vent Examples: Examples: Karst spring Offshore karst spring Resurgence (River Rise) Unnamed offshore vent Estavelle (intermittent resurgence or exsurgence) Offshore estavelle vent Subaqueous riverine vent Subaqueous lacustrine vent Sand boil 

### Seep Onshore Seep Offshore Seep Examples: Examples: Subaerial riverine seep Unnamed offshore seep Subaqueous lacustrine see p Offshore estavelle seep 

### SPRINGIchetucknee Springs, Silver Springs and the Wacissa River - to name a few - have shown that paleoindians lived around springs and utilized the resources of these areas (Tesar and Jones, 2004; Neill, 1958; Balsillie et al., in press).

Silver Springs has long drawn curious visitors to its shores (Schmidt, 2001). Before glass-bottom boat tours and water slides invaded this magnificent spring, prehistoric people had discovered its beauty and abundant resources. Evidence of their occupation lies buried in sediments in and around the spring. W. T. Neill (1958) discovered the tools of ancient people in sand that was being excavated near the spring for use in the park. An excavation of the site produced a stratified column with paleoindian artifacts at the base and evidence of younger cultures on top. This is one of many such excavations that have taken place around the state at different springs and documents the long history of human occupation at springs.

Divers and spring visitors have reported finding chert tools and fossils in and around Florida's numerous springs and spring runs for many years. In 1927, the Simpson family began to investigate the bottom of the Ichetucknee River (Simpson, 1935). The Simpsons recovered thousands of stone and bone artifacts along with numerous remains of extinctPleistocene animals. In the 1950s the sport of SCUBA diving made the aquatic world accessible. With this new technology, legendary diver Ben Waller began to survey the bottom of many of central Florida's spring-fed rivers (Waller, 1983). He recognized quickly that these springs and spring runs contained a long prehistoric record of human occupation spanning some 12,000 years. After Ben's pioneering work, many others have followed and continue to do so today. More evidence of prehistoric human utilization of springs comes from Warm Mineral FLORIDA GEOLOGICAL SURVEY

12 Figure 4. Native American artifacts from Florida springs (from the Coastal Plains Institute collection -photo by H. Means).Springs, located in Sarasota County. Archaeologists recovered human remains from a ledge located 43 ft (13 m) below the current water level that contained preserved brain material. The remains were radiocarbon dated and produced an age of 10,000 +/- 200 years before present (Royal and Clark, 1960). Other archaeological material and fossils were recovered from this site, which has proven to be one of the most important archaeological sites in the southeastern United States.

Florida's abundance of springs does not stop at its present shoreline. Florida has an undocumented number of offshore springs that provided resources to prehistoric people andwildlife when sea level was lower. Evidence for occupation of offshore sites has been discovered by researchers from the Florida State University Department of Anthropology. Dr. Michael Faught and his students have conducted offshore surveys at and near some offshoresprings and have recovered an abundance of chert tools (Faught, in prep.). Although offshore springs may be discharging brackish to saline water today, they almost certainly discharged fresh water during times of lowered sea levels when prehistoric human occupation occurred at these sites. Further investigation of Florida's offshore springs is needed to assess the role that these springs play in the hydrogeology and archaeology of the state.

As the Pleistocene Epoch came to a close in Florida, many environmental changes were taking place. The large megafaunal animals that once had roamed the Florida landscape were becoming extinct. Global weather patterns changed, and sea level began to rise. As these drastic changes occurred, Florida's human inhabitants had to adapt. As water tables rose, springs became more abundant and people continued to exploit the resources in and around the springs. Prehistoric peoples living around springs built large shell middens and mounds as they disposed of the inedible portions of their food items and other waste.Numerous examples of these mounds exist throughout the state with some of the best examples being located along spring runs that drain into the St. John's River, the King's BaySpring Group near Crystal River and the spring-fed Wacissa River system. Abundant supplies of fresh water, aquatic food sources, chert and clay sources made Florida's springs highly desirable habitation sites.

Sediments in and around Florida's springs are time capsules that contain valuable information about our environmental and cultural past. Prehistoric Floridians valued our state's spring resources and now modern Floridians are the stewards of a tradition that has lasted for more than 12,000 years. As our state's population continues to grow, more and more people will be putting demands on our natural resources. It is our modern society'sresponsibility to see that Florida's springs are preserved in their natural beauty and ecological health for future generations.

HYDROGEOLOGY OF FLORIDA SPRINGS

Florida enjoys a humid, subtropical climate throughout much of the state (Henry, 1998). Rainfall, in the region of the major springs, ranges from 50 inches (127 cm) to 60 inches (152 cm) per year. As a result of this climate and the geologic framework of the state, Florida has an abundance of fresh groundwater. Scott and Schmidt (2000) and Scott (2001) estimated that more than 2.2 quadrillion gallons of fresh water are contained within the Floridan aquifer system (FAS) in Florida. Only a very small percentage of the fresh water is available as a renewable resource for human consumption. BULLETIN NO. 66

13The Florida peninsula is the exposed portion of the broad Florida Platform. The Florida Platform, as measured between the 200 meter below sea level contour (more than 600 ft), is more than 300 miles (483 km) wide. It extends more than 150 miles (240 km) westward under the Gulf of Mexico offshore from Crystal River, and more than 70 miles (113 km) under the Atlantic Ocean from Fernandina Beach. The present day Florida peninsula is less than one half of the total platform.

The Florida Platform is composed of a thick sequence of variably permeable carbonate sediments, limestone and dolostone, lying on older igneous, metamorphic and sedimentary rocks. The Cenozoic carbonate sediments may exceed 4,000 ft (1,220 m) thick. A sequence of sand, silt and clay with variable amounts of limestone and shell overlie the carbonatesequence (see Scott [1992 a, b] for discussion of the Cenozoic sediment sequence and the geologic structure of the platform). In portions of the west-central and north-central peninsula and in the central panhandle, the carbonate rocks, predominantly limestone, occur at or very near the surface. Away from these areas, the overlying sand, silt and clay sequence becomes thicker. As the sediments compacted and were subjected to other geologic forces, fractures formed. These fractures allowed water to move more freely through the sediments and provided the template for the development of Florida's many cave systems.

There are three major aquifer systems in Florida, The Floridan, the Intermediate and the Surficial Aquifer Systems, all of which are very complex (Southeastern Geological Society, 1986; Scott, 1992a). The Floridan aquifer system (FAS) occurs within a thick sequence of permeable carbonate sediments (see Miller [1986] and Berndt et al. [1998] for discussion of the FAS). In some areas, it is overlain by the intermediate aquifer system and confining unit (IAS) which consists of carbonates, sand, silt and clay. The surficial aquifer system (SAS) overlies the IAS, or the FAS where the IAS is absent, and is composed of sand, shell and some carbonate. The vast majority of Florida's springs result from discharge from the FAS.

Natural recharge to the FAS by rainwater, made slightly acidic by carbon dioxide from the atmosphere and organic acids in the soil, dissolved portions of the limestone and enlarged naturally occurring fractures. The dissolution enhanced the permeability of the sediments and formed cavities and caverns. Sinkholes formed by the collapse of overlyingsediments into the cavities. Occasionally, the collapse of the roof of a cave creates an opening to the land surface. See Lane (1986) for a description of sinkhole types common in Florida.

Karst springs occur both onshore and offshore in Florida. Currently, little is known about the offshore springs with the exception of the Spring Creek Group - the largest springgroup in Florida averaging more than one billion gallons of water discharged per day (maximum flow estimated at more than two billion gallons of water per day [Rosenau et al., 1977]) (Lane, 2001). In order to better understand the water resources of the state, a water budget needs to include a comprehensive assessment of the total amount of recharge anddischarge occurring to and from the aquifer. To aid in this characterization, the FGS has initiated a program to investigate the occurrence, discharge and water quality of the offshore springs.

Florida's springs occur primarily in the northern two-thirds of the peninsula and the FLORIDA GEOLOGICAL SURVEY

14central panhandle where carbonate rocks are at or near the land surface (Figure 5). All ofthese springs produce water from the upper FAS (Berndt et al., 1998) which consists of sediments that range in age from Late Eocene (approximately 38 - 36 million years old [my]) to mid-Oligocene (approximately 33 my). Miocene to Pleistocene sediments (24 my to 10,000 years) often are exposed in the springs.

The geomorphology (physiography) of the state, coupled with the geologic framework, controls the distribution of springs. The springs occur in areas where karst features (for example, sinkholes and caves) are common, the potentiometric surface of the FAS is highenough and the surface elevations are low enough to allow groundwater to flow at the surface. These areas are designated karst plains, karst hills and karst hills and valleys on Figure 6. The state's springs occur primarily within the Ocala Karst District and the Dougherty Karst Plain District (Scott, in preparation, 2004). Other springs, including Alexander, Silver Glen and Volusia Blue, occur in the Central Lakes District (Scott, in preparation, 2004). Springs generally occur in lowlands near rivers and streams. There are a number of springs known to flow from vents beneath rivers and many more are thought to exist. Hornsby and Ceryak (1998) identified many newly recognized springs that occur in the channels of the Suwannee and Santa Fe Rivers. Springs that have yet to be described have been found beneath the Apalachicola River between Gadsden and Jackson Counties (H. Means, personal communication, 2004).

Recharge to the FAS occurs over approximately 55% of the state (Berndt et al., 1998). Recharge rates vary from less than one inch (2.54 cm) per year to more than ten inches (25.4 cm) per year. Recharge water entering the upper FAS that eventually discharges from a spring has a variable residence time. Katz et al. (2001) and Katz (2004) found that water flowing from larger springs had an average ground-water residence time of more than 20 years and may reflect the mixing of older and younger waters.

Discharge, water quality and temperature of springs remain reasonably stable overextended periods of time (Berndt et al., 1998). However, because discharge rates are driven by the rate of recharge, climatic fluctuations often have a major effect on spring flow.

During 1998 - 2002, Florida suffered a major drought with a rainfall deficit totaling more than 50 inches (127 cm). The resulting reduction in recharge from the drought and normal withdrawals caused a lowering of the potentiometric surface in the FAS. Many first magnitude springs experienced a significant flow reduction. Some springs, such as Hornsby Spring, ceased flowing completely. The flow data given for each first order magnitude spring (see individual spring descriptions) reflect the drought-influenced flows. Some springs may reverse flow in response to river water levels. Higher river levels may cause a reversal of flow that introduces river water into the aquifer. Once river levels drop, the spring flow resumes, pumping dark, tannic water until the river water is forced from the aquifer. The appearance of the springs also changed during the drought as river and lake levels declined reducing the size of the spring water body and exposing more sediments along the banks.

Factors affecting quality and quantity of spring water include the distribution of karst features within a springshed, thickness of confining units, soil characteristics, topography, potentiometric surfaces, as well as others. The Florida Geological Survey is currentlydeveloping a Geographic Information System (GIS) model to estimate the relative vulneraBULLETIN NO. 66

15FLORIDA GEOLOGICAL SURVEY

16 Figure 5. Generalized geologic map of Florida (modified from Scott et al., 2001).BULLETIN NO. 66

17 Figure 6. Karst areas related to first magnitude springs (modified from Scott, in preparation).FLORIDA GEOLOGICAL SURVEY

18 bility of Florida's aquifer systems: the Florida Aquifer Vulnerability Assessment (FAVA). FAVA uses a statistical method, called Weights of Evidence, to quantify relationships between spatial layers with measured contaminant occurrences. This yields a data-drivenpredictive model or relative probability map of the aquifer being assessed. The model utilizes many of the following spatial layers: depth to water table, thickness of confining units, soil drainage and spatial distribution of karst features. FAVA will replace a formerly usedmodel and will more accurately define areas that are highly vulnerable to ground-water contamination. FAVA will be a powerful tool for identifying highly vulnerable areas within springsheds and is designed to assist land managers and urban planners in making informed decisions about land use and ground-water resource conservation (Figure 7).

Figure 7. Example of the Florida Aquifer Vulnerability Assessment (FAVA).Springsheds

There has been increased emphasis in the last few years on the drainage basins thatsupply water to Florida's springs as a result of awareness of increasing trends in contaminants, such as nitrate (Figure 8). The amount of water and the nature and concentrationsof chemical constituents that discharge from a spring are functions of the geology, hydrology, and land uses within the ground- and surface-water drainage basins that collect water for discharge from the spring.

Ground-water basins are traditionally identified through either (1) construction of a flow net and identifying divergent flow lines that delineate the hydraulic divides of the spring drainage system, (2) particle tracking within a computer-generated ground-water flow model, or (3) dye or chemical tracing to identify sources that contribute to the spring discharge. All of these methods have uncertainties. For example, delineation of a basinboundary from a flow net or potentiometric surface map is limited to the accuracy and resolution of the map and the flow lines which are subject to change with variations in rainfall, land use, and ground-water withdrawals. The accuracy of the computer model and our understanding of the aquifer system limit the accuracy of particle-tracking procedures. Dyes and other chemicals can be used to identify sources within a basin, but the chemicals may not be detected if they are (1) too diluted in the aquifer, (2) removed from the water BULLETIN NO. 66

19 Figure 8. Median nitrate concentrations in 13 selected first magnitude springs in Florida.(movement is retarded) by chemical interactions with aquifer materials, (3) transported to an un-monitored conduit system, or (4) travel times may be so slow that monitoring may not be feasible.

A spring recharge basin, or springshed, consists of "those areas within ground- and surface-water basins that contribute to the discharge of the spring" (DeHan, 2002; Copeland,2003). The spring recharge basin consists of all areas where water can be shown to contribute to the ground-water flow system that discharges from the spring of interest. Because karst systems frequently include sinking streams that transmit surface water directly to the aquifer, the recharge basin may include surface-water drainage basins that bring water into the spring drainage from outside of the ground-water basin. This concept is important because contaminated surface water may be introduced to the springshed from sources well outside of the ground-water basin by streams that originate outside the basin.

The scenario shown in Figure 9 illustrates some possible contribution areas within a spring recharge basin. Two components of the springshed are shown: the ground-water basin and a surface-water basin. A portion of the ground-water basin is located within a karst plain where recharge is rapid through features such as sinkholes. Another portion extends under a highlands area where fine-grained sediments overlying the aquifer retard recharge and cause surface runoff and stream development. Because of the area of aquifer confinement, the active recharge portion of the ground-water basin is limited to unconfinedportions of the basin. The surface-water basin may or may not extend outside the groundwater basin. The stream that originates on the highlands discharges onto the karst plain where it recharges the aquifer through a swallet. The hypothetical springshed (Figure 9)suggests that a springshed may be subdivided into at least three recharge-potential categories. The semi-confined area of the ground-water basin has low recharge potential and, therefore, low risk of ground-water contamination. The areas nearest the spring, where flow lines converge and transport times from recharge points (i.e., sinkholes) are short, and areas associated with swallets that receive surface water are highly vulnerable to ground-water contamination. Finally, the portions of the karst plain within the ground-water basin that are distant from the spring have an intermediate risk of contributing contamination to thespring discharge because of possible long travel times of water to the spring and a high probability of dilution or retardation of constituents. The stream is a special problem becausestorm water and permitted discharges upstream can cause contamination issues down gradient of the swallet. Similarly, water sources that originate outside of the springshed can cause potential contamination. For example, a sewage treatment plant that collects waterfrom outside of the basin and disposes of the treated wastewater by land application can constitute a source that effectively extends the springshed to those portions of the wastewater collection system outside of the springshed.

The Suwannee River Water Management District has developed high-resolution monitoring programs for a number of first-magnitude spring systems, including the Ichetucknee Spring Group (Upchurch et al., 2001). High-resolution monitoring for water levels and water quality involves placement of a large number of monitoring wells within the spring basin. The number and spacing of the wells is determined by statistical methods (Upchurch, et al., 2001; Upchurch and Champion, 2003). As a result of the numerous monitoring wells, contour maps with higher resolution than normal (i.e., 1-foot contour intervals as opposed to 5-foot intervals) can be prepared. FLORIDA GEOLOGICAL SURVEY

20BULLETIN NO. 66

21 Figure 9. Idealized springshed delineation.Figure 10 is an example that incorporates many of the features of the hypothetical springshed with a high-resolution potentiometric surface map used as a basis for delineation of the ground-water basin. This map, prepared for data collected in September 2003, shows the ground-water basin as defined by the potentiometric surface map of the upper FAS. Maps prepared for other time periods suggest that the basin boundaries change slightly over time. The zone where the isopotential lines are close together is the transition from the unconfined karst plain (Ocala Karst District) to the highlands where the FAS is confined. Up gradient from this transition zone, aquifer vulnerability is low; down gradient it is high. Aquifer vulnerability is particularly high in the transition zone where streams coming off the highlands discharge into swallets in the karst plain. The hatchered portion represents the drainage basins of the more important of those streams. Lake City is located on thistransition zone and runoff from portions of the city as well as from a wastewater land application area enters the shaded area. FLORIDA GEOLOGICAL SURVEY

22 Figure 10. Potentiometric map of a springshed.Delineation of ground- and surface-water portions of springsheds, identification ofmajor swallets that receive storm water, and identification of land uses that may lead to contributions of nutrients or other constituents into the ground-water system are important steps in protecting Florida springs. High-resolution monitoring is an important aspect ofthis effort where the margins of the ground-water basin may include significant contamination sources or ground-water withdrawals. In addition, it allows for recognition of vulnerable recharge areas and potential jurisdictional issues.

Spring Water

Natural Factors Affecting Water Quality

In order to fully understand the water quality of Florida's springs, a rudimentary understanding of the origin and chemistry of Florida's groundwater is needed. Most people areaware that Florida is surrounded on three sides by salt water. Many are unaware however, that salt water also underlies the entire state. The reason for this is that the Florida Platform consists of carbonate rocks that were deposited in a shallow ocean. At the time of deposition of the rocks under the ocean, salt water existed in their intergranular pore spaces. Gradually over geologic time, sea level was lowered relative to its position when the carbonate sediments were deposited. Through compaction and downwarping of sediments on both sides of the Platform, a series of complex fracture patterns developed. The patterns are often reflected at land surface and have actually influenced the pathways of many of Florida's streams.

As sea level lowered, the central portion of the Florida Platform was exposed to the atmosphere. Over time, rainfall percolated downward and eventually replaced the upperportion of salt water in the carbonates with a fresh water "lens." Today, the "lens" is generally deepest in the central portion of the state and becomes narrower toward Florida's coastline. The lens is over 2,000 feet thick at its maximum (Klein, 1975). It should be understood that the base of the lens is transitional rather than a sharp boundary.Groundwater in the deeper portion of the lens, and along our coasts, is mixed and has relatively high concentrations of saline indicators such as sodium (Na), chloride (Cl), and sulfate (SO 4).

Water discharging from Florida's springs has its ultimate source from rainfall. Much of the rainfall reaching land surface flows overland to surface-water bodies, evaporates or is transpired by plants. However, a portion of the rainfall percolates downward through the sediments where it recharges our aquifers. During its travel downward from land surface to the water table, and while water resides within Florida's aquifer systems, many factors affect the water chemistry.

Residence time is the length of time that water is in contact with a particular portion of an aquifer system (Upchurch, 1992). A long residence time may allow sufficient time for chemical reactions between the water and the aquifer rock. As such, water chemistry reflects the composition of the aquifer rock. Typical residence times range from several days to thousands of years depending on the nature of the flow system (Hanshaw et al., 1965).

A second factor affecting ground-water chemistry is its flow path, which is the length and depth of the path that the groundwater follows as it flows through an aquifer BULLETIN NO. 66

23(Upchurch, 1992). In general, shallow, short flow paths, which are characteristic of the SAS, result in low residence times for chemical reactions. Consequently, the total dissolved solid (TDS) content is less than in longer flow-path systems. If the flow path is long (on the order of tens of kilometers), such as commonly occurs in the FAS, reactions between rock andwater become more probable and the TDS content of the water increases as a result of continued rock-water chemical reactions. Because of its residence time and flow path, spring water quality is typically reflective of the interactions of the major rock types of the source aquifer and water within it.

A third factor that is of particular interest is intergranular porosity (pores through which water passes between the individual rock matrix grains). Even though Florida's karst features suggest the existence of large, secondary cavernous pores spaces, most of the pores tend to be small (Upchurch, 1992). Fortunately, whenever the pore throats are very small, they act as filters for microbes, small organic substances, and clay minerals. In general, this results in very clean groundwater that is extremely desirable for both drinking water and recreational purposes. Unfortunately, some contaminants originating from our land use activities are not always removed and contaminate groundwater.

Indicators of Water Quality Problems

Spring water, when it is in the aquifer, is considered to be groundwater. However, oncespring water exits from the spring vent onto the earth's surface, it is considered to be surface water. Because of this change, the question arises whether scientists and regulators should apply ground-water or surface-water quality standards to the water. Contaminant criteria thresholds may exist for an analyte while the water is considered groundwater, but not for surface water; or vice versa. Nitrate (NO 3 + NO 2 as N) is a good example. Based on drinking water criteria, nitrate has a groundwater threshold value of 10 mg/l (FDEP, 1994). However, no nitrate criteria exist for surface water. The FDEP Division of Water ResourceManagement is currently developing criteria for spring water. Until legal criteria are established, it should be understood that any reference to threshold values in the following text simply infers potential water-quality problems.

One of the more disturbing aspects about Florida's spring water quality has been the documented steady increase of nitrate over the past several decades (Jones et al., 1996; Champion and DeWitt, 2000; Means et al., 2003). Figure 8 displays the nitrate increase in 13 selected first-magnitude springs (Alexander, Chassahowitzka Main, Fanning, Ichetucknee Main, Jackson Blue, Madison Blue, Manatee, Rainbow Group composite, Silver Main, Silver Glen, Volusia Blue, Wakulla, and Wacissa #2 Springs) between the 1970s and the early 2000s.

Of the 125 spring vents sampled in 2001-2002, none had nitrate concentrations exceeding the 10 mg/l threshold for drinking water. The natural background nitrate concentrations in groundwater in Florida are less than 0.05 mg/l (Maddox et al., 1992). Of the spring vents sampled, 52 had nitrate concentrations exceeding 0.50 mg/l (42%) and 30 (24%) had concentrations greater than 1.00 mg/l. Thus, over 40% of the sampled springs have at leasta ten-fold increase in nitrate concentrations above background and approximately one quarter of them have at least a 20-fold increase. The effect of the increased concentrations of nitrate in surface water is not fully understood. Increasing nitrate concentrations may adversely affect the aquatic ecosystem in springs and spring runs. Further research is still FLORIDA GEOLOGICAL SURVEY

24needed and is currently being sponsored by the Springs Initiative.

The FDEP is aware of the nitrate issues and has worked with other governmental agencies to develop a series of steps to reduce nitrate concentrations in our groundwater and springs in the middle Suwannee River Basin where many of Florida's springs are located (Copeland et al., 2000). The FDEP Bureau of Watershed Management and the Florida Department of Community Affairs are active in coordinating the development of springs protection measures. In addition, in September 2003, Governor Bush and the Florida Cabinet voted unanimously to strengthen protection for Florida's freshwater springs. Improvements to the Florida Springs Rule, currently being proposed by FDEP, are designed to increase protection for water quality, flow and habitats.

Another spring-water quality concern is the influence of saline water. Sixteen of the sampled springs are "salty." Of these 16 springs, 13 had concentrations of chloride (a saline indicator) exceeding the 250 mg/l threshold for drinking water. Springs with this type of water tend to be located along Florida's coast and along the St. Johns River. The ultimate source of the saline indicators is from naturally occurring saline water within the FAS (Klein, 1975). The saline water may cause water-quality changes in spring water as the result of natural circumstances such as drought and upwelling within the FAS. The changes may also be attributed to ground-water withdrawal.

Bacteria, such as enterococci and fecal coliform, represent a third concern regarding spring water quality. It is generally believed that these bacteria originate in fecal matterfrom warm blooded animals (Center for Disease Control, 2004). Fecal coliform concentrations in 23 springs (18%) exceed the drinking water threshold (FDEP, 1994) of four colonies per 100 ml. However, because it has been determined that these bacteria can complete their normal life-cycle outside of warm-blooded animals, especially in a warm environment as in parts of Florida (Fjuioka and Byappanahalli, 2004), the concentrations of fecal coliform may not necessarily represent a direct link to warm-blooded animal pathogens. Further researchis needed before definitive conclusions can be made regarding the source of the fecal bacteria. FDEP encourages the development of best management practices (BMPs). BMPs are land use strategies designed to reduce pollution to our environment. In an effort to reduce nitrate concentrations in spring water FDEP cooperates with over 20 government and private organizations to develop and implement BMPs for the middle Suwannee River Basin where many of Florida's springs are located. It is believed that the net result of the BMPs will ultimately result in a reduction of nitrate concentration in spring water in the region.

The Florida Springs Initiative addresses the nitrate and microbiological issues by providing funds for the monitoring of nitrate in springs and by sponsoring research on the microbiology of caves and spring water. The FDEP also works very closely with the watermanagement districts in monitoring salt-water intrusion and in the establishment of minimum flows for our streams and minimum levels for our aquifers. Florida law (Chapter 373, Florida Statutes) requires Florida's water management districts to establish minimum flows and levels (MFLs) for water courses, water bodies, and aquifers. The goal of the minimum flows and levels program is "to establish minimum flows and levels in accordance with Chapter 373.042, Florida Statutes , to protect Florida's water resources from significant harm caused by water withdrawals or diversions." Minimum flows and levels are designedto assure adequate quantities of water for our streams and springs. This statute also proBULLETIN NO. 66

25vides authority to reserve water from permit allocation to protect fish and wildlife (Chapter 373.223(4) Florida Statutes). These water reservations provide the highest level of protection allowed by law and will aid in protecting historical spring flows.

Offshore Springs

Offshore or submarine springs are known to exist off Florida's Atlantic and Gulf of Mexico coastlines. These springs are most common in the offshore portion of the Florida Platform from Tampa north and west to the Ochlocknee River south-southwest of Tallahassee. Offshore springs have also been identified off the northern and southwesternparts of the peninsula and the western panhandle (Rosenau et al., 1977) (Figure 11). Waterquality data from some of these springs indicate that, at best, the water is brackish. Anecdotally, there are reports of "fresh water" flowing from offshore springs. FLORIDA GEOLOGICAL SURVEY

26 Figure 11. Offshore springs (from Rosenau et al., 1977).The area offshore from Tampa to the Ochlocknee River has carbonate rocks of the FAS exposed on the sea bottom or slightly buried. At lower sea levels, particularly during the Pleistocene, this area was exposed and dissolution created numerous karst features. Manyof these sinkholes are known to fisherman and divers (Figure 12). Some offshore karst features are springs but how many of the karst features discharge water is not known. However, to fully understand the water budget of the FAS, the determination of the flows is necessary. The FGS, along with SRWMD and SWFWMD, are investigating offshore springs to determine flow characteristics and water quality. Results of these investigations will be published in the near future.

WATER QUALITY

Methodology

One hundred eleven springs, two submarine springs, eight river rises, and four karst windows were sampled from September 2001 through August 2003 (Figure 13). Tidally influenced springs were sampled at low tide to minimize the influence of salt water on the water-quality samples. Standard FDEP sampling protocols were followed for each sampling event (Watershed Monitoring Data Management Section, Florida Department ofEnvironmental Protection, 1991). Any mention of brand names does not imply an endorsement by the Florida Geological Survey or the Florida Department of Environmental Protection. BULLETIN NO. 66

27 Figure 12. Known offshore springs in the Florida Big Bend Region.Field Parameters

Temperature, dissolved oxygen, specific conductance, and pH were measured using either a Hydrolab Quanta or a YSI data sonde (model no. 6920) and data logger (model no.6100). Instruments were calibrated at the beginning of each sampling day. A check was performed at the end of each day to ensure calibration remained accurate throughout the sampling events. If the end of the day check failed, field data were qualified for all vents sampled that day. For quality assurance purposes, field reference standards were analyzed andequipment blanks were submitted every five to ten samples throughout the sampling period. To begin each sampling event, two or three stainless steelweights were attached to polyethylene tubing (3/8" O.D. x 0.062" wall) which was then lowered into the spring vent opening, ensuring the intake line was notinfluenced by surrounding surface water. Masterflex tubing was attached to the opposite end, run through a Master Flex E/S portable peristaltic pump (model no. 07571-00), and the discharge line was fed directly into a closedsystem flow chamber. The datasonde was inserted into the flow chamber and water was pumped through with a constant flow rate between 0.25 and 1 gallon/minute. No purge wasrequired because springs are considered already purged. The field parameter values were recorded after the field meter displayed a stable reading (approximately 10min.). The tubing was adequately flushed with spring water during the gathering of field parameters. The flow chamber was removed and sampling was conducted directly from the masterflex tubing discharge line. Two exceptions to this sampling method occurred at Wakulla Spring and Homosassa Springs. Both springs have pre-set pipes running down into the cave systems where thespring vents are located. In the case of Homosassa Springs, tubes from the three vents converge at an outlet box with three valves inside, one for each vent. Sampling was conductedfrom these valves. At Wakulla Spring, the pipe runs to a pump on shore from which sampling is conducted. The Northwest Florida Water Management District (NWFWMD) (Wakulla Spring) and Southwest Florida Water Management District (SWFWMD) FLORIDA GEOLOGICAL SURVEY

28 Figure 13. The FGS Spring Sampling Team, 2001.(Homosassa Springs) designed and operated the sampling systems. Each tube was purged for 10 minutes, as there are gallons of water remaining in tubes from the last sampling effort. FDEP standard operating procedures were followed for water quality sampling
Water Samples

Seven to ten bottles and three Whirl-pack bags were filled with water from spring vents and analyzed by the FDEP Bureau of Laboratories following Environmental Protection Agency or Standard methods. All containers, with the exception of the Whirl-pak bags, were pre-rinsed with sample water prior to filling. Four to seven bottles and three Whirl-pak bags were filled with unfiltered water samples. A GWV high capacity in-line filter (0.45 um)was attached to the microflex tubing and the remaining three bottles were filled with filtered water samples. The number of bottles filled and the types of analytes sampled varied between the first magnitude springs sampling effort and the second and third magnitude spring sampling effort. The analytes sampled for each event are shown in Table 2.

Whirl-pak bags were placed on ice immediately after filling. Bottles for filtered and unfiltered nutrients were preserved with sulfuric acid followed by acidification of bottles for filtered and unfiltered metals using nitric acid. Narrow range pH litmus paper was used to confirm acidity of pH = 2. All water samples were placed on ice and delivered to the FDEP Bureau of Laboratories within 24 hours. New tubing and filters were used at each sample site.

Additional Data

General descriptions of each spring vent were made and included the aquatic, wetland, and upland (where applicable) surroundings. Water depth was measured using a hand held Speedtech sonar depth gauge. Distances were measured with a Bushnell Yardage Pro 500 range finder. Secchi depth (visibility depth) was obtained using a secchi disk. A TrimbleXR Pro GPS system with a TDC1 data logger was used to record latitudinal and longitudinal coordinates. Field parameters, weather conditions, sampling times, water and secchi depth, and micro-land use information were also input into the GPS unit. Micro-land uses within 300 ft of spring vents were identified and sketched.

Discharge Measurement

Every effort was made to collaborate with various agencies to obtain the most recent discharge rate for each spring. Discharge rates of the remaining springs were measured by the FGS using either the Price-AA meter or the Marsh McBirney Flo-Mate. The source of each discharge measurement is denoted in the spring descriptions with a superscript. The legend is as follows:

(1) Rosenau et al. 1977 (2) Florida Geological Survey (3) Northwest Florida Water Management District (4) Suwannee River Water Management District (5) Southwest Florida Water Management District (6) St. Johns River Water Management District (7) U.S. Geological Survey BULLETIN NO. 66

29The FGS employed the discharge measurement methodology of Buchanan and Somers (1969) and the DEP SOP for discharge measurement was also followed (FDEP, 2002). Itshould be noted that the FGS Springs Teams visited, sampled and measured discharge during the last phase of a major drought and early in the return to normal rainfall. FLORIDA GEOLOGICAL SURVEY

30 INDICATO R SAMPLE TYPE Alkalinity Total Alkalinity (First magnitude only) Total; Filtered Ammonia Total Ammonia (First magnitude only) Total; Filtered Biological Oxygen Demand Total Chloride Total Chloride (First magnitude only) Total; Filtered Color Total E. coli (First magnitude only) Total Enterococci Total Fecal Coliform Total Fluoride Total Fluoride (First magnitude only) Total; Filtered Metals = Arsenic, Boron, Calcium, Cadmium, Chromium, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Nickel, Potassium, Selenium, Sodium, Strontium, Tin, Zinc (First magnitude only) Total Metals = Aluminum, Arsenic, Boron, Cadmium, Calcium, Cobalt, Chromium, Copper, Iron, Lead, Magnesium, Manganese, Nickel, Potassium, Radium 226, Radium 228, Selenium, Sodium, Strontium, Tin, Zinc (Second and third only) Total Metals = Arsenic, Aluminum, Cadmium, Calcium, Chromium, Copper, Iron, Lead, Magnesium, Manganese, Nickel, Potassium, Selenium, Sodium, Zinc (First magnitude only) Filtered Metals = A rsenic, Calcium, Cadmium, Chromium, Copper, Iron, Manganese, Magnesium, Nickle, Lead, Potassium, Sodium, Selenium, Zinc (Second and third magnitude only) Filtered Nitrite-Nitrate Total Nitrite-Nitrate (First magnitude only) Total; Filtered Orthophosphate Filtered Orthophosphate (First magnitude only) Total Specific Conductance Total Sulfate Filtered Sulfate (First magnitude only) Total; Filtered Total Dissolved Solids Filtered Total Dissolved Solids (First magnitude only) Total Total Kjeldahl Nitrogen Total; Filtered Total Organic Carbon Total Total Phosphorus Total; Filtered Phosphorus (First magnitude only) Total Total Suspended Solids Total Turbidity Total Table 2. Laboratory analytes and sample tests. Analyses performed by FDEP.Characteristics of Spring Water

Spring water discharges provide a means of determining the quality of water in the aquifer as well as the degree of human impact in the springshed. Upchurch (1992) states that a number of factors influence ground-water chemistry. These include the precipitationchemistry, surface conditions at the site of recharge, soil type in the recharge area, mineralogy and composition of the aquifer system, nature of aquifer system porosity and structure, flow path in the aquifer, residence time of the water in the aquifer, mixing of other waters in the aquifer system, and aquifer microbiology. Refer to Upchurch (1992) for a detailed discussion of the factors affecting the chemistry of groundwater.

Descriptions of Analytes

Water quality of springs was determined by collecting and analyzing water samples (Figure 13). A series of field measurements were taken on site during sample collection. When combined, field and analytical data give a snapshot of water quality at that point intime. Comparing similar data, taken over time, can yield information about how water quality changes over time and what may be causing these changes. Analyte descriptions are summarized in Champion and Starks (2001), Hornsby and Ceryak (1998), Jones et al. (1998), Maddox et al. (1992), and Smith (1992). Table 3 gives the units of measure for each analyte.

Physical Field Parameters
Field measurements were collected prior to water sampling. They include dissolved oxygen, pH, specific conductance, water temperature and discharge. Other observations and data recorded in the field include local geology, weather conditions and adjacent land use practices.

Dissolved Oxygen - Oxygen readily dissolves in water. The source of oxygen can be atmospheric or biological. Typically, springs that discharge water from a deep aquifer source have a low dissolved oxygen content. On the other hand, relative to springs, the dissolved oxygen content in river rise water is high. This is due to a greater exposure to the atmosphere and an increase in biological activity.

pH - pH measures the acidity or alkalinity of water. It is defined as the negative log of the activity of the hydrogen ion in a solution. Values range between 0 and 14. A low pH (below 7) represents acidic conditions, and a high pH (above 7) represents alkaline conditions. A pH of 7 indicates the water is near neutral conditions. As raindrops form they incorporate dissolved carbon dioxide, forming weak carbonic acid. The resulting rain has a low pH. In Florida, as rainwater passes through soil layers it incorporates organic acids and the acidity increases.

When acidic water enters a limestone aquifer, the acids react with calcium carbonate in the limestone and dissolution occurs. Generally, most spring water falls within a pH rangeof 7 to 8. During heavy rain events, spring water can drop in pH as tannic acids from nearby surface waters are flushed into the spring system. It should be noted that sampled river rises tend to have a lower pH than the clear-water spring systems, due to the surface-water component of the river rise water. BULLETIN NO. 66

31Specific Conductance - Specific conductance is a measure of the ability of a substance, in this case spring water, to conduct electricity. The conductance is a function of the amount and type of ions in the water. The variability of the specific conductance of spring water can be quite high when the spring is discharging saline water or when the spring is discharging into the marine environment.

Water Temperature - Geologic material is characteristically a good insulator. Rocks and sediments tend to buffer changes in the temperature of spring water. Thus, spring water temperature does not vary much and tends to reflect the average annual air temperature in the vicinity of the spring. In Florida, this temperature can range from 68°F to 75°F (20° C to 24° C), plus or minus several tenths of a degree. Temperature plays a role in chemical and biological activity within the aquifer and can help in determining residence time of the water in the aquifer.

Discharge - Discharge, or spring flow, is controlled by the potentiometric levels in the FAS. FLORIDA GEOLOGICAL SURVEY

32 Analyte Abbreviation Unit of Measure Analyte Abbreviation Unit of Measure Temperature

- oC Calcium Ca mg/L Dissolved Oxygen DO mg/L Potassium K mg/L pH

- units Sodium Na mg/L

Specific Conductance Sp. Cond. μ S/cm at 25 oC Magnesium Mg mg/L Biochemical Oxygen BOD mg/L Arsenic As μ g/L
Barium Ba μg/L
Boron B μg/L

Color - Platinum Cobalt Units Cadmium Cd μg/L
Alkalinity as CaCO 3 - mg/L Cobalt Co μg/L Total Dissolved Solids TDS mg/L Chromium Cr μg/L Total Suspended Solids TSS mg/L Copper Cu μg/L Chloride Cl mg/L Iron Fe μg/L Sulfate SO 4 mg/L Manganese Mn μg/L Fluoride F mg/L Nickel Ni μg/L Total Organic Carbon TOC mg/L Lead Pb μg/L Total Nitrogen NO 3 + NO 2 mg/L Selenium Se μg/L
Total Ammonia NH3 + NH4 mg/L Tin Sn μg/L Total Kjeldahl Nitrogen TKN mg/L Strontium Sr μg/L Total Phosphorus P mg/L Zinc Zn μg/L Orthophosphate as P PO 4 mg/L Turbidity - JTU (Historical) NTU (Current)*

*JTU and NTU are approximately equivalent though not identical Table 3. Units of measurement.Discharge generally changes slowly in response to fluctuations in the water levels in the aquifer. Discharge is measured in cubic feet per second or gallons per day.

Other Field Data - During sample collection, total water depth, sample depth, local geology, adjacent land use and current weather conditions are noted at each spring. This generalized information can be useful in helping to determine certain water quality-related issues of the spring. The aquatic vegetation conditions were noted along with the occurrence of algae. For specific information on the native and invasive aquatic vegetation, there is an annual aquatic plant survey of public waters conducted by FDEP's Bureau of Invasive Plant Management. For information on the survey, contact the Bureau at 850-245-2809.

Secchi Depth - A measure of the cloudiness or turbidity of surface water. This method utilizes a Secchi disk, a disk divided into black and white quarters, used to gauge water clarity by measuring the depth at which it is no longer visible from the surface.
Laboratory Analytes

Alkalinity - The alkalinity of spring water is affected primarily by the presence of bicarbonate, hydroxide and carbon dioxide. Highly alkaline waters are usually associated with high pH, dissolved solids and hardness which, when combined, may be detrimental to the aquatic environment.

Biochemical Oxygen Demand - Biochemical oxygen demand (BOD) is a measure of the quantity of molecular oxygen utilized in the decomposition of organic material, during a specified incubation time, by microorganisms such as bacteria. When the BOD is high, the depletion of oxygen can have a detrimental effect on aquatic organisms. BOD is measured in mg/l.

Chloride (Cl) - Chloride is the most abundant constituent in seawater. Springs that aretidally influenced may have high chloride concentrations. Chloride is added to the atmosphere via marine aerosols from the ocean. In most Florida's springs, chloride is introduced to the spring system via rainfall. Chloride is chemically conservative and reacts very little with spring water.

Color - The color of spring water can be affected by factors such as the presence of metallic ions, tannic acids, biological activity and industrial waste. Generally, spring water in Florida is clear. Color measurements are made on filtered water samples so the true color of the water is determined. Color is reported in either color units or Platinum Cobalt units (Pt/Co).

Nitrate + Nitrite (NO 3 + NO 2) as N - Nitrate and nitrite are both found in spring water in Florida. Nitrate contamination recently has become a problem in Florida's springs. Nitrate found in spring water originates from fertilizers, septic tanks and animal waste that enter the aquifer in the spring recharge area. Nitrate, being a nutrient, encourages algal and aquatic plant growth in spring water, which may lead to eutrophication of the spring and the associated water body. Nitrite, which is much less of a problem, can originate from sewage and other organic waste products. BULLETIN NO. 66

33Organic Carbon - Natural and non-naturally occurring organic carbon are present in varying concentrations in spring water in Florida. The primary source of naturally occurringorganic carbon is humic substances (decaying plant material). Synthetic organic carbon represents a minor component.

Orthophosphate (PO 4) - Phosphate is an essential nutrient and occurs in spring water in Florida. Unfortunately, an excess of phosphate can cause run-away plant growth and the eutrophication of surface waters. The Hawthorn Group, a geological unit in Florida, is the most important source of phosphate in spring water. Other sources include organic and inorganic fertilizers, animal waste, human waste effluent and industrial waste.

Potassium (K) - Potassium occurs in trace amounts in Florida's spring water and is derived primarily from seawater. Therefore, it occurs in higher concentration along the coast. The weathering of mica, feldspar and clay minerals can contribute potassium to spring water. In addition, because potassium is an essential nutrient, it is a component of fertilizers.

Radium 226 & 228 (Ra 226 & Ra 228) - Radium is a naturally occurring radioactive elementthat is produced when uranium and thorium minerals decay ("break down") in the environment. Radium itself decays into other elements, and eventually to lead (Pb), but exists in the environment long enough to be of concern in groundwater. Radium is of similar size and nature to phosphorus and often substitutes for it. Consumption of radium isotopes can leadto the incorporation of radium into bone and other body systems. Radium is a known carcinogen. Uranium-bearing minerals, the natural source of radium, are found in all of Florida's aquifer systems in varying, usually minor, amounts.

Sodium (Na) - In Florida, sodium occurring in spring water has several sources. Marineaerosols, mixing of seawater with fresh water and the weathering of sodium-bearing minerals like feldspars and clays are the primary sources.

Sulfate (SO 4) - Sulfate is commonly found in aquifer waters in Florida and has several sources. The two most common sources are from seawater and the dissolution of gypsum and anhydrite (naturally occurring rock types within Florida's aquifer systems). Sulfate is often used as a soil amendment to acidify soils, and thus is associated with agricultural activities. Finally, disposal and industrial waste activities release sulfate to groundwater. Sulfate-rich spring water can potentially be toxic to plants. In higher concentrations it affects the taste of drinking water.

Total Ammonia (NH 3 + NH 4) - Ammonia (NH 3) occurs in groundwater primarily as the ammonium ion (NH 4) because of the prevalent pH and reduction-oxidation potential(Upchurch, 1992). Microbial activity within the soil and aquifer can convert other nitrogenous products to ammonium.

Total Dissolved Solids (TDS) - Total dissolved solids is a measure of the dissolved chemical constituents, primarily ions, in spring water. Concentrations in Florida's spring water vary widely. Since most of Florida's spring water issues from carbonate aquifers, the total dissolved solid concentrations are fairly high. Higher concentrations are found in springs that are tidally influenced and springs that discharge into the marine environment. FLORIDA GEOLOGICAL SURVEY

34Total Kjeldahl Nitrogen - This is a measure of the sum of the ammonia nitrogen and organic nitrogen in the spring water sample. The ammonia nitrogen, mainly occurring as ammonium (NH 4), occurs in trace amounts in spring water (see ammonia [NH 3] above). Organic nitrogen originates from biological sources including sewage and other waste. FDEP regulates nitrogen, in the form of nitrates and nitrites, in drinking water in Florida (see previous descriptions above).

Total Nitrogen - The amount of nitrate, nitrite, ammonia, and organic nitrogen, when summed, gives the total nitrogen content of spring water.

Total Suspended Solids - This refers to the amount of solid material suspended in the water column. As opposed to turbidity, total suspended solids does not take into account the light scattering ability of the water. Total suspended solids are filtered out of the water sample and are measured in mg/l.

Turbidity - Turbidity is a measure of the colloidal suspension of tiny particles and precipitates in spring water. High turbidity water impedes the penetration of light and can be harmful to aquatic life. Most Florida springs discharge water low in turbidity. Turbidity is measured in Nephlometric Turbidity Units (NTU's).

Trace Metals

Trace metals analyzed for this report include: aluminum (Al), arsenic (As), boron (B), calcium (Ca), cadmium (Cd), cobalt (Co), chromium (Cr), copper (Cu), fluoride (F), iron (Fe), lead (Pb), magnesium (Mg), manganese (Mn), nickel (Ni), phosphorous (P), selenium (Se), strontium (Sr), tin (Sn) and zinc (Zn). Trace metals, when present in spring water, are found in very low concentrations and are measured in parts per billion (ppb), or micrograms per liter (m/l). In Florida, calcium and magnesium occur in higher concentrations and are therefore measured in milligrams per liter.
The naturally low abundance of trace metals in Florida's groundwater can be attributedto several factors including: low natural abundance in aquifer rocks, low solubility of metalbearing minerals, high adsorption potential of metal ions on clays and organic particulates and precipitation in the form of sulfides and oxides (Upchurch, 1992). Many biochemical processes require small amounts of some trace metals; however, higher concentrations can be toxic. Industrialization and increased demand for products containing trace metals have overwhelmed the natural biogeochemical cycle, and anthropogenic sources of trace metals now far outweigh natural sources (Smith, 1992).
In Florida, lead, mercury and arsenic are among metal contaminants locally found in groundwater that are most detrimental to human health. These contaminants, along with other metals, can be distributed throughout the ecosystem within the atmosphere, water,and geological materials (soils, sediments and rocks). Atmospheric pollutants, such as mercury, are often the primary source of waterborne metals. These pollutants are introducedinto the atmosphere by mining operations, smelting, manufacturing activities and the combustion of fossil fuels (Smith, 1992).
Historically, contamination of groundwater by lead was caused primarily by combustion of fossil fuels containing lead additives. Lead additives were phased out of fuels in the U.S. and Canada by 1990. Other sources of contamination still persist. Lead bioaccumulates in BULLETIN NO. 66

35aquatic organisms, affecting the higher trophic levels the most. In humans, lead causessevere health problems including metabolic disorders, neurological and reproductive damage and hypertension. In Florida, the Primary Standard for lead in drinking water is 15 g/L.
When trace metals are released into the environment, they are characteristically not biodegradable and tend to stay in the environment accumulating in foodwebs and impact ecosystems. Trace metals such as arsenic, cadmium, mercury, and silver can have adverse effects on aquatic and terrestrial environments at low concentrations.

Biological Analytes

Spring water samples were analyzed for total coliform, fecal coliform, Escherichia coli (E. coli), and Enterococci. These analytes are used to assess the sanitary quality of springwater and to determine the potential for waterborne diseases (bacterial and viral). The primary source of these contaminants is fecal waste from warm-blooded animals. When spring water samples were analyzed for total coliform, fecal coliform, Escherichia coli (E. coli), and Enterococci bacteria. These analytes are used to assess the sanitary quality of spring water and to determine the potential for waterborne diseases (bacterial and viral). The primary source of these contaminants is fecal waste from warm-blooded animals. When detected in numbers that exceed the maximum contaminant level (MCL), coliforms may indicate that the spring has been contaminated by domestic sewage overflow or non-point sources of human and animal waste. Measurements made on these biological analytes are reported in colonies per 100 milliliters.

Total coliform bacteria are a group of closely related, mostly harmless bacteria that live in the digestive tract of animals. The extent to which total coliforms are present in spring water can indicate general water quality and the amount of fecal contamination. By further examining fecal coliforms, E. coli and Enterococci, it is possible to estimate the amount of human fecal contamination of the sample. Human contact with water that is contaminated with fecal wastes can result in diseases of the digestive tract including gastroenteritis and dysentery. Typhoid fever, hepatitis A, and cholera are also related to contact with fecally contaminated water. FLORIDA GEOLOGICAL SURVEY

36DESCRIPTIONS OF INDIVIDUAL SPRINGS AND RESULTS OF ANALYSES

The FGS Springs Teams created brief descriptions for each spring group, spring, river rise and karst window visited during 2001-2003. Data for the descriptions were derived from field visits to the springs by FGS Springs Teams, FGS Bulletin 31 Revised (Rosenau et al.,1977) and the Florida Springs website http://www.tfn.net/springs/. More elaborate descriptions and links to maps are available on the websites listed in Springs Information Resources on the Web in this volume. The size, shape and appearance of the springs can vary in response to rainfall and river and lake levels. During the FGS effort to visit and describe springs, the state was in the last phase of a major drought. As a result, springs often appeared different than had been previously described by Rosenau et al. (1977), Hornsby and Ceryak (1998) and others. Many springs were visited and described but not sampled for water quality. Thesedescriptions and the entire printed volume are provided on the enclosed CD.

The mileage in the springslocation information was determined using ArcView version 3.2.

NOTE : The legend for the discharge measurements is:

(1) Rosenau et al., 1977, Springs

of Florida: FGS Bulletin No. 31 (Revised) (2) Florida Geological Survey (3) Northwest Florida Water Management District (4) Suwannee River Water Management District (5) Southwest Florida Water Management District (6) St. Johns River Water Management District (7) U.S. Geological Survey

Water Quality-Analyses were conducted by the Florida Geological Survey and theFlorida Department of Environmental Protection Bureau of Laboratories. Historical measurements were obtained from Bulletin No. 31, revised (Rosenau et al., 1977). BULLETIN NO. 66

37 Figure 14. SCUBA diver in Silver Springs (photo by G. Maddox).ALACHUA COUNTY FLORIDA GEOLOGICAL SURVEY

38 Figure 15. Springs visited by FGS in Alachua County.Hornsby Spring

Location - Lat. 29° 51’ 01.3" N., Long. 82° 35’ 35.5" W. (NE 1⁄4 NE 1⁄4 SE 1⁄4 sec. 27, T. 7 S., R. 17 E.). Hornsby Spring is located in Camp Kulaqua 1.5 miles (2.4 km) north of High Springs. From the US 441/41 and CR 236 (Main Street) intersection in High Springs, drive north on US 441/41 approximately 1.5 miles (2.4 km) to Camp Kulaqua which will be on theeast (right) side of the road. Turn east (right) at Camp Kulaqua sign and follow road approximately 1 mile (1.6 km) to campground entrance. The spring is located inside the campground about 300 ft (91.4 m) northwest of the camp entrance.

Description - Hornsby Spring has a circular spring pool measuring 155 ft (47.2 m) north to south and 147 ft (44.8 m) east to west. Its depth at the vent is 34.5 ft (10.5 m). The water is clear and slightly greenish blue. The spring has an underwater limestone ledge on the north side under a floating walkway. Algae patches are growing on limestone substrate. The spring run is approximately 0.9 miles (1.5 km) long, 15 ft (4.6 m) wide and up to 5 ft (1.5 m) deep. It flows generally westward into the Santa Fe River. During the first FGS visit, the spring was not flowing. The FGS sampled the spring during a subsequent visit when a small spring boil was visible near the wooden walkway. This spring is situated on the edge of the lowland floodplain of the Santa Fe River. The floodplain is forested with cypress, gum, and maple. High ground on the east side of the spring rises steeply to 6 ft (1.8 m) above water level, then gently rises to approximately 15 ft (4.6 m) and is a rolling sand hills terrain. The uplands are open and grassy. An underwater cave system has been mapped at Hornsby Spring. BULLETIN NO. 66

39 Figure 16. Hornsby Spring (photo by T. Scott)Utilization - Hornsby Spring is the central feature of the privately-owned Camp Kulaqua.The spring is developed into a swimming and recreation area. There are numerous boardwalks over and around the spring. A slide leads into the spring pool on the north side. Full facilities are located nearby.

Discharge - All discharge rates are measured in ft 3/s. April 19, 1972 250 (1) April 25, 1975 76 (1) October 16, 2001 14.1 (4) October 2, 2002 0.0 (2) FLORIDA GEOLOGICAL SURVEY

40 Table 4. Hornsby Spring water quality analyses.

Table 5. Hornsby Spring bacteriological analyses.Poe Spring

Location - Lat. 29° 49' 32.58" N., Long. 82° 38' 56.30" W. (SW 1⁄4 NW 1⁄4 NE 1⁄4 sec. 6, T. 8 S., R. 17 E.). Poe Spring is located within Poe Springs County Park, 3 miles (4.8 km) westof High Springs. From the junction of US 441/41 and US 27 in High Springs, drive southwest on US 41/27 for 0.6 miles (1 km). Turn west (right) on SR 340 (Poe Springs Road) and travel 2.9 miles (4.7 km), then turn north (right) into the park at the park sign. The spring is down a foot path along the Santa Fe River.

Description - Poe Spring is bordered by a man-made retaining wall. It forms a circular pool 120 ft (36.6 m) in diameter. The vent is on the south side of the pool at the bottom of a conical depression where there is exposed limestone. The depth measures 18.7 ft (5.7 m)over the vent and a boil is present on the spring surface. The water is clear with a bluegreenish hue. The spring has an exposed sand bottom resulting from heavy use. Aquatic vegetation and algae are sparse within the spring. A steep, underwater limestone ledge is on the east side of the vent. The spring run is swift and short, flowing approximately 75 ft (22.9 m) northwest into the Santa Fe River. The river in this vicinity is choked with exotic aquatic vegetation, but none occurs within the spring or its run. Pavilions and picnic tables are on the east side of the spring. A wooden boardwalk is on the south side of the pool. Land around the spring is low-lying river flood plain. Dense mesic hardwood forest occurs to the south and west of the spring.

Utilization - Poe Spring is in a county recreational area with full facilities. BULLETIN NO. 66

41 Figure 17. Poe Spring (photo by R. Means).FLORIDA GEOLOGICAL SURVEY

42 Dissolved Total Field Measures Temperature - - 2 2 D O

--- pH

- 7.3 8.2 Sp. Cond.

- - - Lab Analytes B OD ---- 0.36I Turbidity

---- 0.05U Color

- 5 5

- 5U Alkalinity - - 170 - 179 Sp. Cond. - 368 380 388.0 - TDS 204 210 212 - 259 TSS

- - - 4U Cl 7 6.8 7

- 15 SO 4 10 17 16 - 3 5 F

- 0.1 0.2 - 0.17 Nutrients T O C ---- 1.4I NO 3 + NO 2as N

- - 0.27 - 0.20 NH 3+ NH 4 --- - 0.01U TKN - - - 0.1I 0.075I P

- - - 0.11A 0.100 PO 4 --- 0.110 - NO 3 - 0.5 0.27

- - Metals Ca 64 65 65 68.7 67.2 K 5.7 0.9 0.6 1 0.96 Na 5.7 4.4 4.7 9.3 9.1 Mg 4.7 6.4 5.3 7.8 7.6 Al - - - -5 0U As

- - - 3U 3U B ---- 21I Cd

- - - 0.5U 0.5U Co ---- 0.75U Cr

- - - 2U 2U Cu

- - - 3U 3U Fe 50 70 - 25U 25U Mn

- - - 89.8 88.9 Ni

- - - 2U 2U Pb

- - - 3U 5U Ra-226 - - - -0

. 3 Ra-228

---- 0.9U Se

- - - 4U 4U S n - - - -7 U Sr

- - - 361.0 Zn

- - - 15U 2U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 Analytes

437 22.48 0.38 7.41 1972 1946 1924 Table 6. Poe Spring water quality analyses.Discharge - All discharge rates are measured in ft 3/s. February 19, 1917 86.5 (1) January 31, 1929 75.1 (1) March 14, 1932 31.2 (1) December 13, 1941 84.0 (1) July 22, 1946 75.3 (1) May 2, 1956 39.2 (1) October 17, 1960 91.7 (1) April 18, 1972 93.1 (1) June 26, 1997 50.59 (4) May 14, 2002 6.1 (2) BULLETIN NO. 66

43 Analyte Value Enterococci 1AKQ Fecal Coliform 1AKQ

Bacteria Results (in #/100 mL) Table 7. Poe Spring bacteriological analyses.Santa Fe River Rise

Location -Lat. 29° 52’ 26.0" N., Long. 82° 35’ 29.9" W. (SW1⁄4 SW1⁄4 SW1⁄4 sec. 14, T. 7 S., R. 17 E.). Santa Fe River Rise is located within O'Leno State Park/River Rise Preserve State Park. From the junction of US 441/41 and US 27 in High Springs, head north on US 441/41 approximately 6 miles (9.7 km) to O'Leno State Park entrance on the east (right) side of the road. Directions to the river rise via park roads can be obtained at the park entrance.

Description -Santa Fe River Rise is the re-emergence of the underground Santa Fe River. The spring pool measures 175 ft (53.3 m) east to west and 165 ft (50.3 m) north to south. There is a vertical limestone ledge on the northeast side of the pool. The depth just south of the ledge measures 49 ft (14.9m). The water color is typically that of the Santa Fe River, which may be tannic or clear depending mainly on rainfall. No boil was observed during the October 2001 visit. The river flows southward from the vent and is approximately as wide (east to west) as the spring pool. There is a narrow band of cypress growing around the pool perimeter. There are patches of duckweed around the periphery of the pool, and no aquatic vegetation could be seen through the tannic water. Several hundred yards of the Santa FeRiver below Santa Fe Rise is choked with water hyacinth, and boat access to the rise is nearly impossible. Land around the river rise quickly rises to approximately 8 ft (2.4 m) above water level and levels off into a flat mesic hardwood hammock.

Utilization - The Santa Fe River Rise is a pristine, state-owned natural area. FLORIDA GEOLOGICAL SURVEY

44 Figure 18. Santa Fe River Rise (photo by T. Scott).Discharge

- January 2, 2002: less than 75 ft 3/s (D. Hornsby, pers. comm.). BULLETIN NO. 66

45 

### Unfiltered Filtered Unfiltered Filtered Field Measures Metals Temperature Ca 35A 28.2 DO K 2.2A 1.9 pH Na 15.1A 12.8 Sp. Cond. Mg 8.3A 6.6 Lab Analytes Al - 630A BOD 1.80 - As 3U 3U Turbidity 1.90 - B 33I - Color 250.00 - Cd 0.75U 0.75U Alkalinity 43J 42.0 Co 0.75 - Sp. Cond. 260.00 Cr 2U 2U TDS 228.00 - Cu 2.5U 3.5I TSS 4U - Fe 810A 570.0 Cl 31 32 Mn 43.7A 33.5 SO 4 

### 34 34 Ni 2U 2U F 0.12 0.12 Pb 5U 4U Nutrients Se 4U 4U TOC 36 1U Sn 20U - NO 3 

### + NO 2

### as N 0.058J 0.059 Sr 388A - NH 3 

### + NH 4 

### 0.051J 0.06 Zn 6.7I 5U TKN 1.2J 1.2A P 0.23 0.22A PO 4 

### 0.2

- A=Average Value U,K=Compound not detected, value shown is the method detection limit I=Value shown is less than the practical quantitation limit J=Estimated value 2002

22.50 3.50 6.67 259.0 2002 Analytes Analytes Table 8. Santa Fe River Rise water quality analyses.

Analyte Value Escherichia coli 8Q Enterococci 12Q Fecal Coliform 6Q Total Coliform 60Q

Bacteria Results (in #/100 mL) Table 9. Santa Fe River Rise bacteriological analyses.Treehouse Spring

Location -Lat. 29° 51’ 17.6" N., Long. 82° 36’ 0.4" W. (SW1⁄4 NE1⁄4 NW1⁄4 sec. 27, T. 7 S., R. 17 E.). Treehouse Spring is approximately 2 miles (3.2 km) north of High Springs on the east bank of the Santa Fe River. The spring can be accessed by boat from a public boat ramp downstream from the spring. From the junction of US 441/41 and CR 236 (Main Street) in High Springs, drive north on US 441/41 approximately 1.2 miles (1.9 km). Turn west (left) at public access boat sign just before the Santa Fe River. The spring is 0.6 miles (1 km) upstream from the boat ramp on the southeast side of the river.

Description - Treehouse Spring is in a circular cove on the southeast side of the Santa FeRiver. The spring discharges westward into the adjacent river. Spring pool diameter measures 125 ft (38.1 m) north to south and 175 ft (53.3 m) east to west. Pool depth over the vent is 31 ft (9.4 m). Water color was tannic, and there was no spring boil during October 2001. Water hyacinth was the only non-native plant species observed in the spring pool. No other vegetation could be seen through the dark water. Land adjacent to this spring is a forested lowland flood plain. The nearest high ground is approximately 150 ft (46 m) to the east, and it rises 10-12 ft (3-3.7 m) higher than the flood plain and is forested with mixed hardwoods and pines. Treehouse Spring is also published as ALA112971 (Hornsby and Ceryak, 1998).

Utilization -the land surrounding this spring is privately owned and is pristine. There is a small rope swing on the east side and the spring is a local swimming spot. FLORIDA GEOLOGICAL SURVEY

46 Figure 19. Treehouse Spring (photo by J. Stevenson).Discharge - All discharge rates are measured in ft 3/s. May 26, 1998 405.96 (4) October 30, 2001 39.9 (4) BULLETIN NO. 66

47 

### Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature 21.88 - Ca 31.9 32.8 DO 2.09 - K 1.9 1.8 pH 7.31 - Na 12 11.8 Sp. Cond. 279 - Mg 6.8 7 Lab Analytes As 3 U 3 U BOD 0.2 UA - Al - 370 Turbidity 1.4 - B 28 I - Color 250 - Cd 0.75 U 0.75 U Alkalinity 57 56 Co 0.75 U - Sp. Cond. 280 - Cr 2 U 2 U TDS 225 - Cu 2.5 U 2.5 U TSS 4 U - Fe 510 490 Cl 27 27 Mn 25.2 23.6 SO4 

### 37 37 Ni 1.5 U 2 U F 0.14 0.12 Pb 5 U 4 U Nutrients Se 8.8 U 4 U TOC 38 - Sn 20 U - NO3 + NO2 0.091 0.091 J Sr 370 - NH3 + NH4 0.034 0.028 A Zn 5 U 5 U TKN 1.1 1.1 P 0.2 0.19 PO4 

### 0.19 - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Estimated value Q= exceeded holding time limit 

### Analytes 2001 Analytes 2001 Table 10. Treehouse Spring water quality analyses.

Analyte Value Escherichia coli 14Q Enterococci 46Q Fecal Coliform 20Q Total Coliform 180Q Bacteria Results (in #/100 mL) Table 11. Treehouse Spring bacteriological analyses.BAY COUNTY FLORIDA GEOLOGICAL SURVEY

48 Figure 20 - Springs visited by FGS in Bay CountyGainer Springs Group

Group Location - Lat. 30° 25’ N., Long. 85° 32’ W. (southern half of sec. 4, T. 1 S., R. 13 W.). Gainer Springs Group is located 0.4 miles (0.6 km) downstream from the SR 20 bridge over Econfina Creek. It is best accessed by canoe, however, there is a gated dirt track on Northwest Florida Water Management District (NWFWMD) land that leads to the springs group on the east side of the creek. From the intersection of US 231 and SR 20 head west on SR 20 approximately 7 miles (11.3 km) to Econfina Creek

Group Description - At least five known springs associated with Gainer Springs Group are along both sides of Econfina Creek. The uplands surrounding this group are high rollingsand hills that are forested with sand pine and patches of longleaf pine-turkey oak community. High ground adjoining the west side of the creek near Spring No. 2 and Spring No. 3 rises to 27 ft (8.2 m) above the water surface and is densely forested with mixed hardwoods and pines. The creek floodplain is forested with cypress and hardwoods. Land on the west side of the Econfina Creek at Gainer Springs is privately owned. The east side of the creek is owned and managed by the NWFWMD.

GAINER SPRING NO. 1C - Lat. 30° 25’ 39.6" N., Long. 85° 32 45.83" W. (SW1⁄4 NW1⁄4 SE1⁄4 sec. 4, T. 1 S., R. 13 W.). Gainer Spring Nos. 1A, 1B, and 1C form a 820 ft (249.9 m) long spring run that enters Econfina Creek on the east side directly across from Spring No. 2. Spring No. 1C is the first spring encountered approximately 495 ft (150.9 m) upstreamfrom the creek, and its pool is adjacent to the run on the southeast side. Spring pool dimenBULLETIN NO. 66

49 Figure 21. Gainer Springs Group Vent 1C (photo by T. Scott).sions are approximately 72 ft (21.9 m) east to west and 33 ft (10.1 m) north to south. Water issues from avertical tunnel in the limestone. Shell and sand particles are suspended in the spring flow. Pool depth is 20 ft (6.1 m) measured overthe vent. There is very little aquatic vegetation; however, algae patches in spring pool are common.The adjoining, swampy lowlands are heavily forested with cypress and mixed hardwoods. The nearest uplands to the southeast support a mixed hardwood and pine forest. There is no high ground adjacent to the spring pool. These springs are also known as McCormick Springs.

GAINER SPRING NO. 2 - Lat. 30° 25’ 38.61" N., Long. 85° 32’ 53.95" W. (SW1⁄4 NE1⁄4 SW1⁄4 sec. 4, T. 1 S., R. 13 W.). This spring, also known as Emerald Spring, is located directly across from the mouth of Gainer Spring No. 1 run along the west side of Econfina Creek. Spring water issues from the base of the riverbank and forms a pool along the edge of the creek. Pool diameter is approximately 60 ft (18.3 m) east to west and 62 ft (18.9 m) north to south. Pool depth over the vent is 5 ft (1.5 m). Vent diameter is approximately 5 ft (1.5 m). There is little or no aquatic vegetation, but patches of dark green algae are present. The water is clear and light greenish blue. A concrete wall forms the south side of the spring pool. Two parallel pipes that extract drinking water run from insidethe spring vent toward the top of the bluff and beyond. There are at least three other smaller vents issuing from the bank just above this spring. A 23 ft (7 m) high bluff meets the Econfina Creek at Spring No. 2. A mixed hardwood and pine forest inhabits the bluff face and high ground. FLORIDA GEOLOGICAL SURVEY

50 Figure 22. Gainer Springs Group Vent 2 (photo by T. Scott).GAINER SPRING NO. 3 - Lat. 30° 25’ 44.30" N., Long. 85° 32’ 53.9" W. (NE1⁄4 NE1⁄4 SW1⁄4 sec. 4, T. 1 S., R. 13 W.). This spring is located along the west side of Econfina Creek, and is about 655 ft (199.6 m) upstream of Spring No. 2. It is at the head of a 325 ft (99.1 m) long spring run. There are at least three vent complexes in the combined spring pool. The depression is large and mostly shallow with a sand bottom and limestone boulders. The combined spring pool diameter is about 305 ft (93 m) east to west and 125 ft (38.1 m) north to south. There is aforested island in the center of the combined spring pool. Some emergent vegetation exists along the pool's shores,but there is very little aquatic vegetation. Dark green algal mats are ubiquitous throughout the bottom of the spring pool. The western vent issues out of a limestone sidewall and has a small boardwalk nearby. The northvent, where water quality was sampled, is the largest and deepest. This spring is about 15 ft (4.6 m) south of a wooden wall presumably constructed for shore erosion management. Clear,light greenish blue water issues from the bottom of a 16 ft (4.9 m) diameter conical depression and produces a boil at the surface. The depression is 7.4 ft (2.3 m) deep over the vent. Vent diameter is about 1.5 ft (0.5 m). On the eastern side of the combined spring pool, there are at least three other vents. Uphill to the north, there are picnic tables under a pavilionin a grassy opening. The rest of the uplands adjoining the spring pool to the west are forested with mixed hardwoods and pines. In the surrounding forested area, there are karst windows, dissolutionally-enlarged fractures and other karst features.

Utilization - The uplands around Gainer Spring No. 2 are privately owned. Econfina Creek flows into Deerpoint Lake, which is a public water supply utilized by Panama City. Land around the spring group is privately owned and is pristine and forested. Swimming and canoeing occur frequently in all of Gainer Springs.

Discharge - Discharge reported here represents the total flow of the Gainer Springs complex. All discharge rates are measured in ft 3/s. April 11, 1962 150 (1) September 11, 1962 174 (1) January 30, 1963 159 (1) October 14, 2002 128.2 (3) . January 5, 2004 192.8 (3) BULLETIN NO. 66

51 Figure 23. Gainer Springs Group fracture (photo by H. Means).FLORIDA GEOLOGICAL SURVEY

52 Analyte Vent No. 1 Vent No. 2 Vent No. 3 Escherichia coli 10Q 6Q 4Q

Enterococci 10Q 18Q 8Q Fecal Coliform 14Q 18Q 12Q Total Coliform 100Q 100 80Q Bacteria Results (in #/100 mL) Table 13. Gainer Springs Group bacteriological analyses. Unfilt. Filter Unfilt. Filter Unfilt. Filter Field Measures Temperature - 21.0 21.54 - 21.1 22.0 21.4 - 21.1 21.5 21.6 - DO - 2.8 2.12 - - 2.5 2.27 - 3.0 2.18 - pH 7.4 7.9 8.00 - 7.3 7.8 8.19 - 7.2 7.8 8.20 - Sp. Cond. 115 127 142 - 82 108 113 - 115 125 121 - Lab Analytes BOD - - 0.2 U - - - 0.2 U - - - 0.2 U - Turbidity - - 0.25 - - - 0.2 - - - 0.1 - Color 2 5 5 U - 7 5 5 U - 2 10 5 U - Alkalinity 57 55 66 67 38 48 52 52 A 53 54 56 56 Sp. Cond. - - 160 - - - 130 A - - - 130 - TDS - - 79 - - - 60 - - - 61 - TSS - - 4 U - - - 4 U - - - 4 U - Cl 2.5 2.5 2.5 2.5 1.5 2.0 2.3 2.3 3.0 3.0 2.9 2.8 SO4 1.6 0.0 2.4 2.5 0.4 0.0 2.3 2.3 0.8 0.0 2.1 2 F 0.1 0.1 0.034 I 0.035 I 0.1 0.1 0.03 I 0.029 I 0.2 0.1 0.03 I 0.029 I Nutrients TOC - - 1.1 I - - 0.0 1.2 I - - - 1 U - NO3 + NO2 - 0.10 0.17 0.16 - 0.19 0.21 0.21 - 0.09 0.19 0.18 NH3 + NH4 - - 0.038 0.01 U - - 0.035 0.01 U - - 0.01 U 0.01 U TKN - - 0.06 U 0.06 U - - 0.06 U 0.06 U - - 0.06 U 0.06 U P - - 0.014 0.014 - 0.02 0.013 A 0.013 - - 0.013 0.012 PO4 0.08 - 0.015 - 0.48 0.02 0.012 - 0.15 - 0.012 - Metals Ca 19 19 22.7 22.5 13 16 17.5 17.2 18 17 18.1 17.8 K 0.2 0.3 0.26 0.26 0.2 0.2 0.25 0.25 0.1 0.2 0.24 0.25 Na 2.0 1.8 1.64 1.44 1.7 1.4 1.45 1.34 1.9 1.8 1.68 1.61 Mg 2.8 2.9 2.7 2.8 1.8 2.4 2.4 2.4 3.2 2.8 2.9 2.9 As - - 3 U 3 U - 10 3 U 3 U - - 3 U 3 U Al - - - 75 U - - - 75 U - - - 75 U B - - 10 U - - - 10 U - - - 10 U - Cd - - 0.75 U 0.5 U - 0 0.75 U 0.5 U - - 0.75 U 0.5 U Co - - 0.75 U - - 0 0.75 U - - - 0.75 U - Cr - - 0.7 U 0.5 U - 0 0.7 U 0.5 U - - 0.7 U 0.5 U Cu - - 2 U 2 U - 0 2 U 2 U - - 2 U 2 U Fe - - 25 U 20 U - 30 25 U 20 U - - 25 U 20 U Mn - - 0.5 U 0.5 U - 0 0.5 U 0.5 U - - 0.5 U 0.5 U Ni - - 1.5 U 1.5 U - - 1.5 U 1.5 U - - 1.5 U 1.5 U Pb - - 5 U 3 U - 2 5 U 3 U - - 5 U 3 U Se - - 3.5 U 3.5 U - - 3.5 U 3.5 U - - 3.5 U 3.5 U Sn - - 9 U - - - 9 U - - - 9 U - Sr - 80 76.1 - - 70 41.5 - - 50 42.4 - Zn - - 4 U 3.5 U - 30 4 U 3.5 U - - 4 U 3.5 U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Estimated value Q=exceeding holding time limit 1962 1972 2001 1962 1972 2001 1962 1972 2001 Analytes Vent #1 Vent #2 Vent #3 Table 12. Gainer Springs Group water quality analyses.BRADFORD COUNTY BULLETIN NO. 66

53 Figure 24. Springs visited by FGS in Bradford County. Spring description provided on enclosed CD.FLORIDA GEOLOGICAL SURVEY

54 Figure 25. Springs visited by FGS in Calhoun County. Spring descriptions provided on enclosed CD. CALHOUN COUNTYCITRUS COUNTY BULLETIN NO. 66

55 Figure 26. Springs visited by FGS in Citrus County.Chassahowitzka Springs Group FLORIDA GEOLOGICAL SURVEY

56 Figure 27. Chassahowitzka Main Spring (photo by R. Means).

Figure 28. Chassahowitzka No. 1 (photo by R. Meegan).Group Location - Lat. 28° 42’ N., Long. 82° 34’ W. (Both spring vents are located in the center of sec. 26, T. 20 S., R. 17 E.). The springs are 5.8 miles (9.3km) southwest of Homosassa Springs on the Chassahowitzka River. From Homosassa Springs Wildlife State Park, drive south on US 98/19 5.8 miles (9.3 km). Turn west (right) on CR 480 and drive about 1.8 miles (2.9 km) to the public boat access area,

Group Description - Chassahowitzka Springs form the headwaters of the Chassahowitzka River, which flows westerly to the Gulf of Mexico approximately 6 miles (9.7 km) through low coastal hardwood hammock and marsh. Rosenau et al. (1977) report as many as five springs flow into the upper part of the river and many more springs are known to exist in the lower portion. The entire river is tidally influenced.
CHASSAHOWITZKA MAIN SPRING - Lat. 28° 42’ 55.87" N., Long. 82° 34’ 34.33" W. (NE 1⁄4 NE 1⁄4 SW 1⁄4 sec. 26, T. 20 S., R. 17 E.). Chassahowitzka Main Spring is 360 ft ( 110 m) northeast of the boat ramp and is in the middle of the run. This spring is at the head of a large pool that measures 147 ft (44.8 m) north to south and 135 ft (41.1 m) east to west.The depth measured over the vent is 13.5 ft (4.1 m). The spring has a sand bottom. No limestone was exposed. Water is clear and greenish. The spring run from Chassahowitzka No. 1 Spring flows into the Chassahowitzka Main Spring pool from the east. There is a boatramp with facilities on the southwest side of the pool. Aquatic vegetation is common, including exotic aquatic vegetation and algae. A boil is visible at low tide. The spring is surrounded by lowland hardwood swamp forest with mixed hardwoods, cypress, and palm.

CHASSAHOWITZKA NO. 1 - Lat. 28° 42’ 58.24" N., Long. 82° 34’ 30.32" W. (NW 1⁄4 NW 1⁄4 SE 1⁄4 sec. 26, T. 20 S., R. 17 E.). Chassahowitzka # 1 is at the head of a spring run that flows into the Chassahowitzka River from the north approx 250 ft upstream from Chassahowitzka Main or 550 ft upstream from the boat ramp. This spring issues from a small cavern in bedrock limestone. The spring pool measures 69 ft (21 m) north to south and 81 ft (24.7 m) east to west. There are two closely spaced openings through which the flow issues. The depth over the vents is 8.3 ft (2.5 m). The water is clear and light blue. A small tannic stream flows into the northeast side of the spring pool. There is a thin layer of algae covering most of the limestone bottom of the spring pool. The surrounding land is low lying and heavily forested with hardwoods and palm. The spring run flows southwest approximately 350 ft (106.7 m) into Chassahowitzka Main Spring pool. There are several other spring vents along the spring run about half way to the Chassahowitzka Main Spring pool.

Utilization - Chassahowitzka Springs and River are used for fishing, swimming, snorkeling, and pleasure boating. Manatees frequent the springs and river year round, but are especially common in winter.

Discharge - Current discharge estimate isprovisional. All discharge rates are measured in ft 3/s.

Average 1930 - 1972 138.5 (1) (81 measurements) Maximum (May 18, 1966) 197.0 (1) Minimum (July 8, 1964) 31.8 (1) October 15, 2001 53 (2)BULLETIN NO. 66

57 Analyte Main No. 1 Escherichia coli 1 KQ 1 KQ Enterococci 1 KQ 1 KQ Fecal Coliform 1 KQ 1 KQ Total Coliform 1 KQ 20Q Bacteria Results (in #/100ml) Table 14. Chassahowitzka Springs Group bacteriological analyses.FLORIDA GEOLOGICAL SURVEY

58 ----- 1 8 8 I 6 -

U 2 U U U - ----- U

U U 1

-----

U U U

-----

U U Unfilt. Filter Unfilt. Filter Field Measures Temperature 23.9 26.0 24.5 23.5 22.2 22.9 - 23.2 DO - - 6.1 - 5.4 3.68 - 4.10 pH 7.5 8.2 7.6 8.2 - 7.65 - 7.71 Sp. Cond. 470 500 530 1370 564 2790 - 1080 Lab Analytes BOD - 0.2 2.5 - - 0.2 U - 0.2 AU - Turbidity - 3 2 - - 1.3 - 0.45 - Color 8 10 10 10 10 5 U

- 5 U - Alkalinity - 140 140 140 130 150 152 150 152 A Sp. Cond. - - - - - 2800

- 1100 A TDS - - - - - 1470

- 562 - TSS 4

- 4 Cl 53 70 79 320 110 680 680 220 200 SO 4 13 13 16 56 21 110 110 39 40 F 0.1 0.2 0.3 0.2 0.2 0.13 J 0.11 0.12 J 0.11 Nutrients TOC 1

- NO 3 + NO 2 - - - 0.26 - 0.45 J 0.46 J 0.49 J 0.5 J NH 3+NH4 - - - - - 0.01 U 0.025 0.01 U 0.011 I TKN - - - - - 0.12 I 0.12 I 0.086 I 0.1 I P - - - - - 0.033 0.02 0.018 0.018 PO 4 - - - - - 0.021 - 0.021 Metals Ca 49 46 48 55 47 65.2 63.4 54.5 52.8 K 1.5 1.6 1.8 6.3 2.5 14.7 14.3 4.8 4.5 Na 29 36 40 180 60 393 411 131 121 Mg 13 11 13 29 13 54.5 54.2 23.5 22.3 As 3 3 U 7 3 Ba 75 U B 6 Cd - - - - - 0.75 U 0.75 U 0.75 U 0.75 U Co - - - - - 0.75 U - 0.75 U - Cr 2 U 2 2 Cu - - - - - 2.5 U 2.5 U 2.5 U 2.5 U Fe

- - - - - 92 I 38 I 35 U 35 U Mn - - - - - 4.1 1.5 I 0.5 U 0.5 U Ni - - - - - 1.5 U 1.5 U 1.5 U 1.5 U Pb 5 4U 5 4 Se - - - - - 8.6 U 4 U 8.6 U 4 U Sn - - - - - 20 U - 20 U - Sr - 200 200 800 310 511

- 262

- Zn - - - - - 5 U 5U 5 U 5 U Analytes 2001

A=Average Value U,K=Compound not detected, value shown is the method detection limit I=Value shown is less than the practical quantitation limit J=Estimated value No. 1 1946 Main 2001 1972 1975 1970 1971

------

-----

----- U Table 15. Chassahowitzka Springs Group water quality analyses.Citrus Blue Spring

Location - Lat. 28° 58' 09.60" N., Long. 82° 18' 52.34" W. (SW 1⁄4 NE 1⁄4 SW 1⁄4 sec. 33, T.17 S., R. 20 E.). Citrus Blue Spring is located along the Withlacoochee River approximately 10 miles (16 km) southeast of Dunnellon. From the US 41 bridge over the WithlacoocheeRiver in Dunnellon travel south on US 41 approximately 1.3 miles (2.1 km) to the intersection with CR 39. Head east (left) on CR 39 and travel approximately 7.6 miles (12.2 km) to the intersection with CR 200. Head northeast (left) and travel 0.1 mile (.2 km) to the bridge over the Withlacoochee River at Stokes Ferry. A boat launch is on the southeast side of the river. The spring can be accessed by boating 3 miles (4.8 km) upstream from the CR 200 bridge in Stoke's Ferry. The spring is situated on the south (right) side of the river.

Description - Citrus Blue Spring has a roughly circular pool that measures 120 ft (36.6 m) in diameter. The east side of the spring pool is partly enclosed by a man-made, five foot highdike. The spring depression is relatively shallow and uniform except at the vent in the center where depth measures 22 ft (6.7 m). A slight boil was observed over the vent during October 2002. The color of the water is bluish-green, and the sand bottom has substantial aquatic grass cover with sparse algae. Spring flow is directed northwestward through a 30 ft (9.1 m) wide man-made canal, eventually discharging into the Withlacoochee River approximately 0.4 miles (0.6 km) downstream. The canal has a sand bottom with abundant detritus as well as abundant aquatic vegetation. Before the dike was constructed, the spring apparently discharged eastward approximately 150 ft (45.7 m) into the river. The spring is within the forested Withlacoochee River floodplain. The spring reportedly has an extensive cavern system that opens southward to a depth of at least 180 ft (54.9 m) below the spring surface (Rosenau et al., 1977). BULLETIN NO. 66

59 Figure 29. Citrus Blue Spring (photo by R. Means).Utilization - Citrus Blue Spring is surrounded by private property and is used locally for swimming.

Discharge - All discharge rates are measured in ft 3/s. March 15, 1932 11.1 (1) March 7, 1961 17.7 (1) June 19, 1961 19.6 (1) May 25, 1972 15.1 (1) October 16, 2002 16.3 (2) FLORIDA GEOLOGICAL SURVEY

60 Dissolved Total Dissolved Total Field Measures Metals Temperature 23 Ca 58 62.8 61.4 DO

- K 0.2 0.2A 0.17 pH 7.9 Na 2.5 3.27A 2.84 Sp. Cond.

- Mg 2.1 2.7A 2.7 Lab Analytes Al - - 10U BOD - - 0.2U As - 3U 3U Turbidity - - 0.1 B - - 10U Color - - 5U Cd - 0.5U 0.5U Alkalinity 140 - 146 Co - 1U Sp. Cond. 302 318.0 - Cr - 2U 2U TDS 164 - 172 Cu - 2U 4U TSS - - 4U Fe - 5.1I 7U Cl 6 - 5.2 Mn - 0.25U 0.5U SO 4 6.8 - 13.0 Ni - 1U 2U F 0.2 - 0.064I Pb - 5U 5U Nutrients Ra-226 - - 0.5 TOC - - 1U Ra-228 - - 1.1U NO 3 + NO 2 as N 0.04 - 0.51 Se

- 5U 7U NH 3 + NH 4 - - 0.01U Sn - - 26U TKN - 0.09I 0.06U Sr 140 - 135 P - 0.032Q 0.033 Zn - 10.6 5.4I PO 4 - 0.04 - NO 3 0.18

- - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2002 Analytes Analytes 2002 1975 1975

333 22.65

1.4 7.33

Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 16. Citrus Blue Spring water quality analyses.

Table 17. Citrus Blue Spring water bacteriological analyses.Homosassa Springs Group

Group Location - Lat. 28° 47’ 56.65" N., Long. 82° 35’ 18.70" W. (NE 1⁄4 SW 1⁄4 NE 1⁄4 sec. 28, T. 19 S., R. 17 E.). The springs are located within the Homosassa Springs Wildlife State Park and form the headwaters of the Homosassa River. Coming from the north on US 19/98 into Homosassa Springs, turn west (right) on CR 490A and travel 0.5 mile (0.8 km). Turn south (left) on access road to Homosassa Springs Wildlife State Park and travel 0.3 mile (0.5 km) to park entrance. The spring pool, into which all three vents issue, is just below the underwater viewing platform in the manatee rehabilitation area.

Group Description - Homosassa Springs Group forms the head of the Homosassa River, which flows west approximately 6 miles (9.7 km) to the Gulf of Mexico. Downstream from the head springs about a mile, the spring-fed Halls River flows in from the north. The entire river system is tidally influenced.

HOMOSASSA SPRINGS NOS. 1, 2, and 3 - All three vents issue into the same spring pool. The pool measures 189 ft (57.6 m) north to south and 285 ft (86.9 m) east to west. The depth for each of the vents is 67, 65, and 62 ft (20.4, 19.8, and 18.9 m) for spring nos. 1, 2, and 3, respectively. The springs issue from a conical depression with limestone exposed along the BULLETIN NO. 66

61 Figure 30. Homosassa Springs Group (photo by H. Means).FLORIDA GEOLOGICAL SURVEY

62 Unfilt. Filter Unfilt. Filter Unfilt. Filter Field Measures Temperature 23.5 - 23.5 23.5 23.4 - 23.3 - 23.6 - DO - - 4.3 - 3.97 - 3.86 - 4.09 - pH 8.2 7.5 6.9 7.9 7.67 - 7.62 - 7.81 - Sp. Cond. 2590 2900 2370 3740 5250 - 6330 1980 - Lab Analytes BOD - - 0.1 - 0.68 I - 0.86 I - 0.76 I - Turbidity - - 1 - 1.3 - 0.5 - 0.25 - Color 3 0 0 10 5 U - 5 U - 5 U - Alkalinity 110 110 120 110 120 115 120 117 110 112 Sp. Cond. - - - - 5200 - 6200 - 2000 - TDS - - - - 2830 - 3310 - 1020 - TSS - - - - 4 U - 4 U - 4 U - Cl 680 780 640 1100 1500 1500 1900 1900 520 510 SO4 95 111 84 150 220 220 260 260 74 72 F 0.3 0.2 2.0 0.14 0.12 0.14 0.13 0.1 0.093 I Nutrients TOC - - 0 - 1 U - 1 U - 1 U - NO3 + NO2 - - 0.26 0.20 0.51 0.51 J 0.5 0.5 J 0.53 0.55 J NH3 + NH4 - - - - 0.028 0.02 I 0.034 0.026 0.01 I 0.012 I TKN - - - - 0.15 I 0.12 I 0.13 I 0.12 I 0.091 I Q 0.11 I P - - 0.02 - 0.028 I 0.029 I 0.034 I 0.029 I 0.048 Q 0.026 I PO4 - - 0.01 - 0.018 J - 0.021 J - 0.011 J - Metals Ca 54 55 48 65 69.2 70 75.8 77.3 47.6 46.3 A K 18 12 20 28.8 29.8 35.5 35.5 9.84 0.45 Na - 420 340 600 815 814 972 986 267 3.7 Mg 56 57 48 86 100 103 123 124 39.1 37.5 A As - - 0 - 3 U 3 U 3 U 3 U 3 U 3 U B - - 60 - 344 - 422 - 125 - Al - - - - - 75 U - 75 U - 75 U Cd - - 0 - 0.75 U 0.75 U 0.75 U 0.75 U 0.75 U 0.75 U Co - - 0 - 0.75 U - 0.75 U - 0.75 U - Cr - - 0 - 2 U 2 U 2 U 2 U 2 U 2 U Cu - - 0 - 2.5 U 2.5 U 2.5 U 2.5 U 2.5 U 2.5 U Fe - - 10 - 300 89 I 190 52 I 370 35 U Mn - - 0 - 21.4 13.5 5.8 4.9 19.9 0.5 U Ni - - - - 1.5 U 1.5 U 1.5 U 1.5 U 1.5 U 1.5 U Pb - - 0 - 5 U 4 U 5 U 4 U 5 U 4 U Se 4 U4 U4 U4 U4 U4 U Sn - - - - 10 U - 10 U - 10 U - Sr - - 490 5000 858 - 1030 - 372 - Zn - - 10 - 5 U 5 U 5 U 5 U 5 U 5 U 1966 1972 (April)

A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value shown is less than the practical quantitation limit J=Estimated value 2001 2001 2001 1972 (Oct.) No. 1 No. 2 No. 3 Analytes 1956

- - - - Table 18. Homosassa Springs Group water quality analyses.sides and bottom of the spring pool. The pool is teeming with salt water and freshwater fishes. Water is clear and light blue. There is a large boil in center of pool. Surrounding land is Gulf Coastal Lowlands with thick hardwood-palm forest cover. Approximately 1,000 ft (304.8 m) downstream, a fence spans across the river to keep boats out of the spring pool.There also is a barrier immediately outside the spring area which keeps the captive manatees in the spring pool. Manatees frequent the spring pool and river year round, but are especially common in winter. The springs are tidally influenced year round, especially in winter.

Utilization - The main spring pool and adjacent lands are within Homosassa Springs Wildlife State Park. The area is developed into an interpretive center for manatee andFlorida wildlife education. There is a floating observation deck in the spring pool with a submerged aquatic observation room. Injured and rehabilitating manatees are captive in the spring pool for year round observation. Swimming is not allowed.

Discharge - All discharge rates are measured in ft 3/s. Average 1931 - 1974 106 (1) (90 measurements) Maximum (August 18, 1966) 165 (1) Minimum (September 19, 1972) 80 (1) October 16, 2001 87 (2) (Estimate is provisional) BULLETIN NO. 66

63 Analyte No. 1 No. 2 No. 3 Escherichia coli 1 KQ 1 KQ 1 KQ Enterococci 1 KQ 1 KQ 1 KQ Fecal Coliform 1 KQ 1 KQ 1 KQ Total Coliform 1 KQ 1 KQ 1 KQ Bacteria Results (in #/100ml) Table 19. Homosassa Springs Group bacteriological analyses.Kings Bay Springs Group FLORIDA GEOLOGICAL SURVEY

64 Figure 31. Kings Bay Springs Group, Hunter Spring (photo by R. Meegan).

Figure 32. Kings Bay Springs Group, Tarpon Hole Spring (photo by R. Means).Group Location - Lat. 28° 53 ’ N., Long. 82° 35’ W. (sections 20, 21 and 28, T. 18 S., R. 17 E.). The Kings Bay Springs Group is located in Kings Bay west of Crystal River. Coming into Crystal River from the north on US 19/98, King's Bay can be accessed via numerous boat landings north and south of the Bay.

Group Description - There are about 30 known springs, including Tarpon Hole and Hunter Spring, that either issue from the bottom of Kings Bay or flow into the bay from side creeks. Their combined flow feeds Crystal River, which flows approximately 7 miles (11.3 km) northwest to the Gulf of Mexico. Surrounding land is coastal lowlands with brackish marsh and hardwood-palm hammock to the west and the City of Crystal River to the east. The whole system is tidally influenced, and Kings Bay is brackish. Rosenau et al. (1977) referred to these springs as the Crystal River Springs Group.

HUNTER SPRING - Lat. 28° 53’ 40.0” N, Long. 82° 35’ 33.0” W (NW 1⁄4 SW 1⁄4 SE 1⁄4 sec. 21, T. 18 S, R. 17 E). This spring issues vertically from the bottom of a conical depression near the head of a side creek channel feeding the eastside of Kings Bay. Another spring is at the head of the channel. Hunter Spring pool is circular and measures 210 ft (64 m) in diameter.Depth measured over the vent is 13 ft (4 m). The spring has a sand bottom with some limestone near the vent. The spring bottom is choked with dark green filamentous algae, and

some Hydrilla is present. Water is clear and bluish. There is a large boil in pool center.Land on the north rises to approximately 4 ft (1.2 m) above water and is a county maintained recreational park. Land on all other sides of spring pool is extensively developed with apartments and houses. A concrete sea wall entirely surrounds the pool except for outflow and inflow. There is a square swimming dock floating in the center of the spring pool. This spring was closed to swimming during summer 2001 due to high coliform bacteria levels detected in the water (Eric Dehaven, SWFWMD, pers. comm.).

TARPON HOLE SPRING - Lat. 28° 52’ 54.64" N., Long. 82° 35’ 41.33" W. (NW 1⁄4 NW 1⁄4 SW 1⁄4 sec. 28, T. 18 S., R. 17 E.). This spring issues from a deep, conical depression in Kings Bay on the south side of Banana Island. The spring pool measures approximately 450 ft (137.2 m) north to south and 550 ft (167.6 m) east to west. The depth measured over the vent is 58 ft (17.7m). Water is typically clear and bluish, but can be cloudy during high tide. There is a large boil present in center of pool. Visibility was low when visited in October 2001. Algae cover limestone substrates. The vent is a large circular hole in limestone. Nearby islands to the north are part of the Crystal River National Wildlife Refuge and have marsh grasses and hardwood-palm hammock vegetation. Land to the east is privately owned with many houses and a marina. This spring is a favorite scuba diving location and manatee observation area.

Utilization - All of Kings Bay and most of its springs are used for swimming, manatee observation, pleasure boating, and scuba diving. The west side of Kings Bay and some islands are part of the Crystal River National Wildlife Refuge. The city of Crystal River nearly adjoins the east side of Kings Bay.

Discharge - Kings Bay Group 1965-1977: 975 ft 3/s (7) average BULLETIN NO. 66

65FLORIDA GEOLOGICAL SURVEY

66 Unfilt. Filter Unfilt. Filter Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature 22.9 - 23.0 - Ca 52.8 53.9 30.6 31 A DO 2.09 - 5.09 - K 10.2 10.3 2.1 2 A pH 7.72 - 8.02 - Na 289 290 54.9 52.9 A Sp. Cond. 2130 - 541 - Mg 39.4 40 10.4 10.3 A Lab Analytes As 3 U 3 U 3 U 3 U BOD 0.2 U - 0.2 AU - Al - 75 U - 75 U Turbidity 6.8 - 0.95 - B 128 - 33 I - Color 5 U - 5 U - Cd 0.75 U 0.75 U 0.75 U 0.75 U Alkalinity 124 123 87 87 Co 0.75 U - 0.75 U - Sp. Cond. 2200 - 530 - Cr 2 U 2 U 2 U 2 U TDS 960 - 263 Q - Cu 2.5 U 2.5 U 2.5 U 2.5 U TSS 4 U - 4 U - Fe 130 I 35 U 35 U 35 U Cl 540 550 96 94 Mn 13.4 7.2 0.5 U 0.5 U SO4 78 81 20 20 Ni 2U 2 U 2 U2 U F 0.091 I 0.12 A 0.065 I 0.071 I Pb 5 U 4 U 5 U 4 U Nutrients Se 4 U 4 U 4 U 4 U TOC 1 U - 1 U - Sn 10 U - 10 U - NO 3+ NO 2 0.17 0.18 J 0.4 0.39 J Sr 362 - 131 - NH3+ NH4 0.01 U 0.014 I 0.01 U 0.01 U Zn 5 U 5 U 5 U 5 U TKN 0.084 I 0.12 I 0.06 U 0.06 U P 0.042 0.033 I 0.023 0.024 PO4 0.029 - 0.028 - Analytes Tarpon Hole Hunter Analytes

A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value shown is less than the practical quantitation limit J=Estimated value Tarpon Hole Hunter 2001 2001 2001 2001 Table 20. Kings Bay Springs Group water quality analyses.

Analyte Tarpon Hole Hunter Escherichia coli 1KQ 1KQ Enterococci 1KQ 1KQ Fecal Coliform 1KQ 1KQ Total Coliform 1KQ 1KQ Bacteria Results (in #/100ml) Table 21. Kings Bay Springs Group bacteriological analyses.CLAY COUNTY BULLETIN NO. 66

67 Figure 33 - Springs visited by FGS in Clay County.Green Cove Spring

Location - Lat. 29° 59' 36.24" N., Long. 81° 40' 40.48" W. (Land Grant 38, T. 6 S., R. 26E.). Green Cove Spring is located within the town of Green Cove Springs. From the intersection of SR 16 and US 17 in Green Cove Springs, drive one block north on US 17. Turneast (right) on Spring Street and drive one block to the city park. The spring is within a historic city park.

Description - Green Cove Spring is entirely enclosed by a circular brick wall that measures 15 ft (4.6 m) in diameter. Spring depth is 28 ft (8.5 m). The spring vent consists of a deep vertical cave whose walls are visible through clear, slightly greenish water. No vegetationor algae are observed in the spring pool, and the spring water emits a sharp hydrogen sulfide odor. Spring water is channeled into a concrete swimming pool. A narrow spring run exits the swimming pool, cascading over a 3 ft (0.9 m) tall wall, and travels approximately 450 ft (137.1 m) eastward into the St. Johns River. The 5 ft (1.5 m) wide spring run has a sand bottom. There is a view of the nearly 2 mile (3.2 km) wide St. Johns River to the east. To the west, high ground rises into downtown Green Cove Spring 10 ft (3.1 m) higher than the spring surface. There are several piers and boat docks on the river near the spring mouth. Picnic tables, walkways, benches, and shade trees abound in the park. The CityHall and a bathhouse are on the north side of the swimming pool. The spring has an extensive cavern and cave system associated with it. Rosenau et al. (1977) report that a cavern can be accessed through a 2 ft (0.6 m) wide orifice in the bottom of the spring. The cavern extends northeastward toward the St. Johns River. FLORIDA GEOLOGICAL SURVEY

68 Figure 34. Green Cove Spring (photo by T. Scott).BULLETIN NO. 66

69 Dissolved Total Field Measures Temperature - - 25.0 D O

--- pH

- 7.3 8.0 Sp. Cond.

- - - Lab Analytes B OD ---- 0.6AI Turbidity

---- 0.05U Color

- 0 5

- 5U Alkalinity -

- 79 - 86A Sp. Cond. - 289 290 270.0 - TDS 170 171 199 - 165.0 T S S - - - -4U Cl 5.7 6.1 6.0

- 6.4 SO 4 49 51 55 - 5 5 F

- 0.2 0.4 - 0.27 Nutrients T O C - - - -1 U NO 3 + NO 2 as N

--- - 0.004U NH 3 + NH4 --- - 0.038 TKN

- - - 0.06U 0.076I P

- - - 0.015U 0.015U PO 4 --- 0.005I - NO 3 --- - - Metals Ca 28 28 28 27.9 28.6 K 1.8 1.2 1.3 1.4 1.4 Na 2.4 4.6 4.3 4.8 4.04 Mg 16 15 16 14.8 15 Al - - - -1 0U As

- - - 3U 3U B ---- 11I Cd

- - - 0.5U 0.5U Co ---- 1U Cr

- - - 2U 2U Cu

- - - 3.5U 4U Fe 30 60

- 5U 7U Mn

- - - 0.25U 0.5U Ni

- - - 2U 2U Pb

- - - 5U 5U Ra-226 - - - -0

. 5 Ra-228

---- 0.9U Se

- - - 8U 8U S n - - - -1 1 I S r

---- 1230 Zn

- - - 2.5U 4U A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 2003 Analytes

294 24.36

0.4 7.55 1924 1946 1972 Table 22. Green Cove Spring water quality analyses.Utilization - Green Cove Spring is located within a city park and is a popular swimming area. No swimming is allowed in the actual spring. Water from the spring directly supplies the water for the swimming pool. In the 19th century, the spring was a popular health spa.

Discharge - All discharge rates are measured in ft 3/s February 12, 1929 5.4 (1) April 18, 1946 4.42 (1) November 4, 1950 4.15 (1) June 18, 1954 2.68 (1) April 25, 1956 2.74 (1) October 19, 1960 3.52 (1) March 8, 1972 3.03 (1) January 8, 2003 2.79 (2) FLORIDA GEOLOGICAL SURVEY

70 Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 23. Green Cove Spring bacteriological analyses.COLUMBIA COUNTY BULLETIN NO. 66

71 Figure 35 - Springs visited by FGS in Columbia County.Columbia Spring

Location - Lat. 29° 51’ 14.80” N., Long. 82° 36’ 43.03” W. (NW1⁄4 SE1⁄4 NE1⁄4 sec. 28, T. 7 S., R. 17 E.). Columbia Spring is located 2 miles (3.2 km) northwest of High Springs on the Santa Fe River and can be accessed by small boat. From the junction of US 441/41 and CR 236 in High Springs, drive north on US 441/41 approximately 1.2 miles (1.9 km). Turn west (left) at public access boat sign just before the Santa Fe River. Spring is in a cove on the northeast bank of the river, 900 ft (274.3 m) downstream from the boat ramp.

Description - Columbia Spring has an oval-shaped pool that measures 75 ft (23 m) north to south and 150 ft (45.7 m) east to west. The depth at the vent is 25 ft (7.6 m). Water is typically clear, but was tannic in October 2001. It has a 30 ft (9.1 m) wide spring run that flows approximately 600 ft (182.9 m) westward to the Santa Fe River. There are native aquatic grasses in the spring run and some algae are present on most substrates. Thespring run has a jagged limestone and sand bottom. There is a 1-2 ft (0.3 - 0.6 m) tall manmade line of rocks that stretches across the spring run about 90 ft (27.4 m) west of the vent. The entire spring and spring run are within the lowland flood plain of the Santa Fe River. The flood plain in this area is heavily forested with cypress and other swamp inhabiting hardwoods. The nearest high ground is approximately 600 ft (182.9 m) east of the spring, and it rises to nearly 10 ft (3 m) above the flood plain. It is generally forested with mixed hardwoods and pines. A house sits on the high ground to the east of the spring.

Utilization - The land surrounding the spring is privately owned. The spring is a local swimming hole with pristine surroundings. FLORIDA GEOLOGICAL SURVEY

72 Figure 36. Columbia Spring (photo by D. Hornsby).Discharge - November 1, 2001: 39.5 ft 3/s (4) BULLETIN NO. 66

73 

### Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature 22.39

- Ca 33.6 31.5 DO 2.29 - K 2 1.8 pH 7.19 - Na 12.7 12 Sp. Cond. 270 - Mg 7.1 6.6 Lab Analytes As 3 U 3 U BOD 0.23 I - Al - 530 Turbidity 2.1 - B 29 I - Color 250 - Cd 0.75 U 0.75 U Alkalinity 54 54 Co 0.75 U - Sp. Cond. 270 - Cr 2 U 2 U TDS 217 - Cu 2.5 U 2.5 U TSS 4 U - Fe 640 500 Cl 28 27 Mn 30.3 23.9 SO4 

### 34 34 Ni 1.5 U 2 U F 0.14 0.12 Pb 5 U 4 U Nutrients Se 8.8 U 4 U TOC 39 - Sn 20 U - NO3 + NO2 0.089 0.088 J Sr 358 - NH3 + NH4 0.062 0.038 Zn 5 I 5 U TKN 1.3 1.1 P 0.3 0.21 PO4 

### 0.19 - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Estimated value Q=exceeded holding time limit 

### Analytes 2001 Analytes 2001 Table 24. Columbia Spring water quality analysis.

Analyte Value Escherichia coli 26Q Enterococci 158Q Fecal Coliform 38Q Total Coliform 340Q Bacteria Results (in #/100 mL) Table 25. Columbia Spring bacteriological analysis.Ichetucknee Springs Group FLORIDA GEOLOGICAL SURVEY

74 Figure 37. Ichetucknee Springs Group, Ichetucknee Head Spring (photo by T. Scott).

Figure 38. Ichetucknee Springs Group, Blue Hole Spring (photo by T. Scott).Group Location - Lat. 29° 59’ N., Long. 82° 45’ W. (sections 12 and 13, T. 6 S., R. 15 E. and section 7, T. 6 S., R. 16 E.). The Ichetucknee Springs Group is located within the Ichetucknee Springs State Park which is approximately 10 miles (16.1 km) northeast of Branford. From the bridge over the Suwannee River in Branford, drive east on US 27/129 for 7 miles (11.2 km). Turn north (left) onto CR 137 and continue for 1.3 miles (2.1 km). Turn east (right) and go 4.2 miles (6.8 km) through the north park entrance to the parking

area.
Group Description - These springs comprise a group of nine named and many unnamedsprings along the upper 2.5 mile (4 km) stretch of the Ichetucknee River. The most northerly spring forms the head of the river and is named Ichetucknee Head Spring. From here, the river flows about 1.5 miles (2.4 km) south, then 4 miles (6.4 km) southwest to discharge into the normally darker tannic water of the Santa Fe River. Of the springs sampled for water quality, all are located within Columbia County except for Ichetucknee Head Spring, which is located just inside Suwannee County.

ICHETUCKNEE HEAD SPRING - Lat. 29° 59’ 03.10” N., Long. 82° 45’ 42.73” W. (SE 1⁄4 NE 1⁄4 NE 1⁄4 sec. 12, T. 6 S., R. 15 E.). This spring forms the head of the Ichetucknee River. The spring pool measures 102 ft (31.1 m) east to west and 87 ft (26.5 m) north to south. The depth measures 17 ft (5.2 m) over the vent. Water is clear and light blue and issues from afracture in the limestone forming a visible boil. A thin layer of algae carpets most of the bottom of the spring. The spring has sand and limestone bottom with little or no aquatic vegetation. North and east shorelines have thick emergent grass and shrubs, and the westshore is near high ground sloping to approximately 15 ft (4.6 m) above water. All surrounding land is densely forested. Restroom facilities are about 200 ft (61 m) west. This spring is easily accessed by a path and is a popular swimming hole.
BLUE HOLE - Lat. 29° 58’ 49.91” N., Long. 82° 45’ 30.44” W. (SW 1⁄4 SW 1⁄4 NW 1⁄4 sec. 17, T. 6 S., R. 15 E.). This spring is located in the spring run channel of Cedar Head Spring, which is north of Blue Hole. The spring pool and outflow greatly widens the incoming spring run, and the combined run flows south a short distance to the Ichetucknee River. The spring pool measures 87 ft (26.5 m) east to west and 117 ft (35.6 m) north to south. The depthmeasured over the vent is 37 ft (11.3 m). The water is clear and light blue, and a boil is visible on the pool surface. Water issues from a cavern in limestone. The pool has a sand and limestone bottom with abundant aquatic grass and some algae. The land around the springis heavily forested with mixed hardwoods and palm. The spring run is fenced off approximately 100 ft (30.5 m) south of vent. This is a swimming spot with a wooden boardwalk for spring access. A foot path leads to the spring from the north.

CEDAR HEAD SPRING - Lat. 29° 58’ 59.88” N., Long. 82° 45’ 31.32” W. (SW 1⁄4 NW 1⁄4 NW 1⁄4 sec. 7, T. 6 S., R. 15 E.). This is a small spring at the head of a stream that flows south into Blue Hole Spring. The spring pool diameter is approximately 20 ft (6.1 m) eastto west. The depth measures 6 ft (1.8 m) over the vent. No boil was present on the pool surface during the October 2001 visit, although outflow stream was flowing. The bottom is covered with sand, logs and organic matter. Water is clear but does not appear blue due to dark particulate layer on bottom. The vent is a small upwelling in the sand. A steep bank occursalong the west side of the spring and rises to 8 ft (2.4 m) above water level. There is higher ground 150 ft (45.7 m) east of spring across a small lowland flood plain. Cypress, gum, and maple forest occur in lowlands near water with mixed hardwood forest on higher BULLETIN NO. 66

75FLORIDA GEOLOGICAL SURVEY

76 Unfilt. Filter Unfilt. Filter Unfilt. Filter Unfilt. Filter Field Measures Temperature 22.2 21.0 21.95 - 21.9 - 21.9 - 21.8 - DO - 4.5 3.52 - 2.01 - 2.98 - 0.63 - pH 7.7 7.6 7.91 - 7.49 - 7.41 - 7.91 - Sp. Cond. 329 290 319 - 287 - 299 - 312 - Lab Analytes BOD - 2.0 0.2 UJ - 0.2 UJ - 0.2 UJ - 0.2 UAJ - Turbidity - 1 0.05 U - 0.1 - 0.05 U - 0.05 U - Color 0 1 5 U - 5 U - 5 U - 5 U - Alkalinity - 140 154 154 145 145 151 151 148 147 Sp. Cond. - - 320 - 290 - 300 - 310 - TDS - - 183 - 171 - 168 - 172 - TSS - 0 4 U - 4 U - 4 U - 4 U - Cl 3.6 4.4 3.6 3.7 4.3 4.3 3.9 3.9 5.4 5.4 A SO4 8.4 6.9 8.3 8.5 4.8 4.9 5.3 5.4 8.7 8.8 A F 0.1 0.4 0.1 0.097 I 0.11 0.11 A 0.1 0.091 I 0.14 0.13 Nutrients TOC - 0.0 1 U - 1 U - 1 U - 1 U - NO3 + NO2 - 0.37 0.83 0.84 0.7 0.72 0.86 0.89 0.51 0.53 NH3 + NH4 - - 0.015 I 0.012 I 0.011 I 0.01 U 0.011 I 0.011 I 0.01 U 0.019 I TKN - - 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U 0.06 U P - 0.05 0.023 0.022 J 0.048 0.048 J 0.033 0.034 J 0.059 0.05 JA PO4 - 0.05 0.02 - 0.044 - 0.027 - 0.056 - Metals Ca 58 52 54.5 52.5 47.9 48.4 54 51.2 49.7 48.6 K 0.3 0.3 0.15 0.14 0.31 0.33 0.22 0.22 0.46 0.48 Na 3.1 3.4 2.12 2.02 2.67 2.45 2.37 2.26 3.65 3.53 Mg 6.6 6.0 5.8 5.8 4.7 4.8 5.3 5.2 6.3 6.4 As - 1 3 U3 U3 U3 U3 U3 U3 U3 U Al - 75 U - 75 U - 75 U - 75 U B - - 25 U - 25 U - 25 U - 25 U - Cd - 0 0.75 U 0.75 U 0.75 U 0.75 U 0.75 U 0.75 U 0.75 U 0.75 U Co - - 0.75 U - 0.75 U - 0.75 U - 0.75 U - Cr - - 2 U2 U2 U2 U2 U2 U2 U2 U Cu - 3 2.5 U 2.5 U 2.5 U 2.5 U 2.5 U 2.5 U 4.4 I 2.5 U Fe 30 340 35 U 20 U 35 U 20 U 35 U 20 U 35 U 20 U Mn - 20 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U 0.5 U Ni - 0 1.5 U 1.5 U 1.5 U 1.5 U 1.5 U 1.5 U 1.5 U 1.5 U Pb - 7 5 U4 U5 U4 U5 U4 U5 U4 U Se - - 4 U4 U4 U4 U4 U4 U4 U4 U Sn - - 10 U - 10 U - 10 U - 10 U - Sr - 170 156 - 76 - 105 - 107 - Zn - 0 5 U5 U5 U5 U 5 U 5 U5 U5 U 1975 Main 2001 Blue Hole Cedar Head Mission

I=Value is less than practical quantitation limit J=Estimated value Q=exceeded holding time limit 2001 2001 2001

A=Average value U,K=Compound not detected, value shown is the method detection limit Analytes 1946 Table 26. Ichetucknee Springs Group water quality analyses.ground. Access is limited to an obscure foot path from the west. The spring is not used for swimming because of its low water level and limited access.
ROARING SPRING - Lat. 29° 58’ 34.44” N., Long. 82° 45’ 28.44” W. (SE 1⁄4 NW 1⁄4 SW 1⁄4 sec. 7, T. 6 S., R. 15 E.). Roaring Spring is the largest spring in a complex of springs often referred to as Mission Springs. Roaring Spring along with Singing Spring and other small springs emanate from the base of high banks about 250 ft (76.2 m) east of the Ichetucknee River. Roaring Spring discharges out of a cavern in a limestone ledge on the north side of the island into the northwest flowing run. Its spring pool measures 10 ft (3 m) east to west and 15 ft (4.6 m) north to south. The depth measured near the limestone ledge is 3 ft (0.9 m). The ledge rises steeply to approximately 12 ft (3.7 m) above the water level. Water is clear and bluish. Algae coat the aquatic grasses in the spring run. There are two smallruns; one flows to the northwest and the other flows southwest. Both meet the river approximately 250 ft (76.2 m) from each other. At this point, the trickling northwest run becomes a turbulent run with swaying aquatic grasses. The uplands east of the spring rise to nearly20 ft (6.1 m) above the springs and are heavily forested with mixed hardwoods at lower elevations and pines on the hilltops. An historic Spanish mission once stood on the high ground approximately 200 ft (61 m) east of the springs.

Utilization - The springs, river, and surrounding forested land are part of Ichetucknee Springs State Park from the US 27 bridge northward. The park is a high quality naturalarea that is partly developed and whose heavy public use is highly regulated in order to minimize damage to the environment. Camping, hiking, swimming, tubing, and canoeing are some of the activities that are offered in the state park.

Discharge -All discharge rates are measured in ft 3/s. Discharge is measured for the entire
group. May 17, 1946 197.2 ft 3/s (1) October 3, 2001 186 ft 3/s (4) BULLETIN NO. 66

77 Analyte Main Blue Hole Cedar Head Mission Escherichia coli 1KQ 1KQ 2Q 1AKQ Enterococci 1KQ 1KQ 42Q 1AKQ Fecal Coliform 1KQ 1KQ 2Q 1AKQ Total Coliform 1KQ 1KQ 20Q 1AKQ Bacteria Results (in #/100 mL) Table 27. Ichetucknee Springs Group bacteriological analyses.Santa Fe Spring (formerly COL61981)

Location -Lat. 29° 56’ 05.30” N., Long. 82° 31’ 49.51” W. (NW1⁄4 SE1⁄4 SE1⁄4 sec. 29, T. 6 S., R. 18 E.). Santa Fe Spring is located approximately 8 miles (12.9 km) northeast of High Springs on the west bank of the Santa Fe River. From the intersection of US 441/41 and CR 236 in High Springs head north on US 441/41 approximately 6.2 miles (10 km) to the O'Leno State Park sign on the east (right) side of US 441/41. Turn east (right) onto an access road, which parallels US 441/41 and travel 0.3 miles (0.5 km) to a dirt road on the east (right) side of the road, just past the O'Leno State Park entrance. Turn east (right) onto the dirt road and travel approximately 3.3 miles (5.3 km) to a boat landing just upstream from the I-75bridge. The road makes a series of 90 degree turns to the north and east before finally bearing southeast to the Santa Fe River. The spring is 2 miles (3.2 km) upstream from the I-75 bridge over the river. At this point, a narrow spring run comes in from the north. The spring is approximately 90 ft (27.4 m) up the spring run at the head.

Description -This spring, formerly named COL61981 (Hornsby and Ceryak, 1998), is a large circular depression with steep sides. Spring pool diameter measures 192 ft (58.5 m) north to south and 215 ft (65.5 m) northeast to southwest. Spring depth is 83 ft (25.3 m). The water color is typically clear and tinged greenish blue though it was tannic in October2001. No boil was observed during the October 2001 visit. The spring run is approximately 90 ft (27.4 m) long and flows southeasterly into the Santa Fe River. Some algae are present on limestone substrate in the spring run. No other aquatic vegetation could be seenthrough the dark water. Very little emergent vegetation is present. Cypress trees are common along the water line. The spring pool is surrounded by 15-20 ft (4.6- 6.1 m) high steep, FLORIDA GEOLOGICAL SURVEY

78 Figure 39. Santa Fe Spring (photo by T. Scott).sandy banks. The uplands around the pool are generally forested with live oaks and pines.

Utilization -The uplands around this spring are privately owned. At least five cabins are evenly distributed around the pool on the high banks.

Discharge -All discharge rates are measured in ft 3/s. June 1, 1998 149.99 (4) November 1, 2001 47.9 (4) BULLETIN NO. 66

79 Unfilt. Filter Unfilt. Filter Field Measures Metals Temperature Ca 39.3 38.2 DO K 1.3 1.3 pH Na 5.5 5.57 A Sp. Cond. Mg 7.9 7.8 Lab Analytes B 25U - BOD 0.2 U - Al - 200 I Turbidity 0.8 - As 3 U 3 U Color 120 - Cd 0.75 U 0.75 U Alkalinity 107 107 Co 0.75 U - Sp. Cond. 270 - Cr 2 U 2 U TDS 193 - Cu 2.5 U 2.5 U TSS 4 U - Fe 250 210 Cl 10 9.9 Mn 41 39.8 SO4 18 18 Ni 1.5 U 2 U F 0.2 0.17 Pb 5 U 4 U Nutrients Se 4 U 4 U TOC 22 - Sn 10 U - NO3 + NO2 0.023 0.018 J Sr 276 - NH3 + NH4 0.057 0.051 Zn 5 U 5 U TKN 0.76 0.62 P 0.2 0.19 PO4 0.19 - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Estimated value Q= Exceeded holding time limit Analytes 2001 Analytes 2001

22.69 0.78 7.40 271 Table 28. Santa Fe Spring water quality analysis.

Analyte Value Escherichia coli 1KQ

Enterococci 1KQ Fecal Coliform 2Q Total Coliform 10Q Bacteria Results (in #/100 mL) Table 29. Santa Fe Spring bacteriological analysis.DIXIE COUNTY FLORIDA GEOLOGICAL SURVEY

80 Figure 40 - Springs visited by FGS in Dixie County.Copper Spring

Location

- Lat. 29° 36’ 50.45” N., Long. 82° 58’ 25.89” W. (SE 1⁄4 SE 1⁄4 NW 1⁄4 sec. 13, T. 10 S., R. 13 E.). Copper Spring is located 1 mile (1.6 km) northeast of Old Town and flows into the Suwannee River from the west. The spring is surrounded by private property. It can be accessed by boat. From the intersection of US 19/27A/98 and CR 349 in Old Town, travel north on CR 349 approximately 5.6 miles (9 km) to the intersection with Purvis Landing Road. Turn east (right) onto Purvis Landing Road and travel approximately 2.1 miles (3.4 km) to the boat landing. The spring run is 3 miles (4.8 km) downstream from the Purvis Landing Road boat ramp.

Description – Copper Spring consists of a group of 3 springs: Spring No. 1, Spring No. 2, and Spring No. 3. Spring No. 2 was sampled. Copper Spring No. 2 has a roughly circular spring pool measuring 126 ft (38.4 m) north to south and 84 ft (25.6 m) east to west. TheSpring No. 2 vent is 5.3 ft (1.6 m) deep and is located on the north side of the pool, discharging from a small cavern at the base of 12 ft (3.7 m) high banks. A prominent boil is seen on the pool surface. The water is clear to slightly turbid with a bluish-green tint. There is a sharp hydrogen sulfide odor near the vent, and a copper-colored, iron-rich deposit coats plants and tree bases along the edge of the spring and run. The spring has a soft sand andsilt bottom. The spring run exits the southeast side of the pool and flows slowly southeastward about 500 ft (152.4 m) to the dark-colored Suwannee River. The two additional springs, Spring No. 1 and Spring No 3, are located northeast of Spring No. 2. Spring No. 1 is a circular vent in a pool 28 ft (8.5 m) deep and 34 ft (10.4 m) in diameter located on the BULLETIN NO. 66

81 Figure 41. Copper Spring No. 2 (photo by R. Means).FLORIDA GEOLOGICAL SURVEY

82 Dissolved Total Dissolved Total Field Measures Metals Temperature 21.5 Ca 7.4 76.8 78.5 DO 1 K 0.2 0.26J 0.24 pH 7.1 Na 3.5 3.4I 3.3I Sp. Cond. 390 Mg 3.7 3.9 4.0 Lab Analytes Al - - 50U BOD - - 0.2AU As - 17 15.0 Turbidity 20 - 29 B - - 10U Color 0 - 80 Cd - 0.5U 0.5U Alkalinity 200 - 201 Co - - 0.75U Sp. Cond. 390 358A - Cr - 2U 2U TDS 228 - 224 Cu - 3U 3U TSS - - 6I Fe 1100 2590 2640 Cl 6.2 - 6.3 Mn - 51.4 53.4 SO 4 3.5 - 3.7 Ni - 2U 2U F 0.1 - 0.08I Pb - 3U 5U Nutrients Ra-226 - - 1.0 TOC 5 - 1.8I Ra-228 - - 0.9U NO 3 + NO 2as N

- - 0.004U Se

- 4U 4U NH 3+ NH 4 0.03 - 0.1 Sn - - 7U TKN - 0.16I 0.17I Sr 200 - 160 P 0.03 0.039A 0.039A Zn 15U 4.4U PO 4 - 0.032 - NO 3 0

- - A=Average value U,K=Compound not detected, value shown is the method detection limit I=Value is less than practical quantitation limit J=Est value Q=Exceeding holding time limit 21.74 0.24 7.26 420 2002 2002 Analytes Analytes 1975 1975

Table 30. Copper Spring water quality analysis.

Analyte Value Enterococci 1KQ Fecal Coliform 1KQ

Bacteria Results (in #/100 mL) Table 31. Copper Spring bacteriological analysis.south side of two houses. Discharge is through a narrow run approximately 40 ft (12.2 m)south to the run from Spring No. 3, which is in a low swampy area to the west. The combined flow is then eastward about 135 ft (41.2 m), discharging through two culverts into Spring No. 2 pool, the main spring pool (Rosenau et al., 1977). Two houses on stilts are located on the bank west of Copper Spring. An old concrete slab is directly on the banks just west of Copper Spring (Spring No. 2). An area of abundant cypress knees is adjacent south of Copper Spring. These springs are situated in the forested floodplain of the Suwannee River. Copper Spring may also be locally known as Old Town Spring (Rosenau et al., 1977).

Utilization

– Copper Spring is surrounded by private property and is undeveloped.

Discharge

- All discharge rates are measured in ft 3/s May 12, 1932 18.8 (1) November 18, 1960 31.9 (1) November 11, 1975 25.4 (1) September 22, 1997 20.73 (1) July 16, 2002 13.60 (2) BULLETIN NO. 66

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