Florida Waterway System Plan V4

Total Page:16

File Type:pdf, Size:1020Kb

Florida Waterway System Plan V4 Florida Waterway System Plan draft final report prepared for Florida Department of Transportation, Seaport Office prepared by Cambridge Systematics, Inc. June 2008 www.camsys.com draft Florida Waterway System Plan submitted to Florida Department of Transportation, Seaport Office submitted by Cambridge Systematics, Inc. 2457 Care Drive, Suite 101 Tallahassee, Florida 32308 Date June 2008 Florida Waterway System Plan Table of Contents Executive Summary .............................................................................................................. ES-1 Background................................................................................................................... ES-1 Purpose.......................................................................................................................... ES-1 Approach ...................................................................................................................... ES-2 Report Overview.......................................................................................................... ES-2 Findings......................................................................................................................... ES-3 Recommendations ....................................................................................................... ES-5 1.0 Introduction ................................................................................................................ 1-1 1.1 Background......................................................................................................... 1-1 1.2 Research Objectives ........................................................................................... 1-2 1.3 Approach............................................................................................................. 1-2 1.4 Organization....................................................................................................... 1-3 2.0 Florida’s Waterway System Profile ........................................................................ 2-1 2.1 Atlantic Intracoastal Waterway ....................................................................... 2-7 2.2 Gulf Intracoastal Waterway ............................................................................. 2-10 2.3 Harbors, Bays, and Bayous............................................................................... 2-13 2.4 Inlets and Passes ................................................................................................ 2-20 2.5 Canals and Channels......................................................................................... 2-26 2.6 Rivers and Creeks.............................................................................................. 2-29 3.0 Current Transportation Conditions ...................................................................... 3-1 3.1 International Trends.......................................................................................... 3-1 3.2 Domestic Trends ................................................................................................ 3-5 3.3 Florida Trends .................................................................................................... 3-9 3.4 Regional and Local Trends............................................................................... 3-19 4.0 Opportunities and Challenges within the Waterway System ........................... 4-1 4.1 Opportunities to Enhance Waterborne Transportation................................ 4-1 4.2 Challenges for Waterborne Transportation ................................................... 4-18 4.3 Other Issues to Consider for Waterborne Transportation ........................... 4-22 5.0 Findings and Recommendations............................................................................. 5-1 5.1 Key Findings....................................................................................................... 5-1 5.2 Recommendations ............................................................................................. 5-3 Appendices .................................................................................................................. Appendix A – Websites Visited................................................................................. A-1 Appendix B – Stakeholder Interview List and Interview Guide .......................... B-1 Appendix C – Strategic Intermodal System Maps.................................................. C-1 Appendix D – Glossary............................................................................................... D-1 Cambridge Systematics, Inc. i Florida Waterway System Plan List of Tables 2.1 Florida’s Commercial Waterway Tonnage, 2002-2006 ............................................ 2-3 2.2 Ship Type and Minimum Depth Requirements ....................................................... 2-4 2.3 Florida’s Shallow and Deep Draft Waterways ......................................................... 2-5 2.4 Total Waterborne Commerce for the AIWW, 2002-2006......................................... 2-9 2.5 Major Commodities for the AIWW, 2006.................................................................. 2-9 2.6 Total Waterborne Commerce for the GIWW, 2002-2006......................................... 2-12 2.7 Major Commodities for on the GIWW, 2006............................................................. 2-12 2.8 Total Waterborne Commerce for Harbors, Bays, and Bayous, 2002-2006 ............ 2-19 2.9 Major Commodities for Harbors, Bays, and Bayous, 2006...................................... 2-20 2.10 Total Waterborne Commerce for Canals and Channels, 2002-2006....................... 2-29 2.11 Total Waterborne Commerce for Rivers and Creeks, 2002-2006............................ 2-35 2.12 Major Commodities for Rivers and Creeks, 2006..................................................... 2-35 3.1 Waterborne Tonnage in the United States, 2002-2006 ............................................. 3-2 3.2 Domestic Waterborne Freight Tonnage, 2006........................................................... 3-6 3.3 Total Waterborne Commerce by Selected States, 2002-2006................................... 3-9 3.4 Percentage Change in Waterborne Commerce by Selected States, 2002-2006 ..... 3-10 3.5 Total Waterborne Shipments From Florida, 2006..................................................... 3-13 3.6 Total Waterborne Shipments To Florida, 2006 ......................................................... 3-13 3.7 Recommended SIS and Emerging SIS Minimum Size Thresholds for Waterway Corridors ........................................................................................................................ 3-16 3.8 Summary of Waterway Criteria for SIS Designation............................................... 3-18 Cambridge Systematics, Inc. iii Florida Waterway System Plan List of Tables (continued) 4.1 Florida Summary of InfoUSA Statistics by NAICS Code........................................ 4-6 4.2 Economic Impact of the Waterways in the FIND Studies....................................... 4-15 4.3 Benefits of Short Sea Shipping .................................................................................... 4-24 iv Cambridge Systematics, Inc. Florida Waterway System Plan List of Figures 2.1 Florida’s Intracoastal and Inland Waterways........................................................... 2-1 2.2 Tonnage and Depth of Florida’s Intracoastal and Inland Waterways .................. 2-6 2.3 Florida’s Atlantic Intracoastal Waterway.................................................................. 2-8 2.4 Florida’s Gulf Intracoastal Waterway (Western Coast)........................................... 2-10 2.5 Florida’s Gulf Intracoastal Waterway (Northwestern Coast)................................. 2-11 2.6 Florida’s Harbors, Bays, and Bayous ......................................................................... 2-13 2.7 Florida’s Inlets and Passes........................................................................................... 2-21 2.8 Florida’s Canals and Channels.................................................................................... 2-26 2.9 Florida’s Rivers and Creeks......................................................................................... 2-30 3.1 Waterborne Freight Activity, 1990-2006 .................................................................... 3-3 3.2 Foreign Imports and Exports by Major Commodity Type, 2006 ........................... 3-4 3.3 Domestic Tonnage by Major Commodity Type and Traffic Type......................... 3-7 3.4 Domestic Imports and Exports in Florida by Major Commodity Type, 2006 ...... 3-11 3.5 Foreign Imports and Exports in Florida by Major Commodity Type, 2006......... 3-12 3.6 Major Transportation Facilities on the SIS ................................................................ 3-14 3.7 Example of Waterway Connector............................................................................... 3-17 4.1 Fuel Efficiency Comparisons by Mode ...................................................................... 4-3 4.2 Comparison of Pollution Produced by Mode........................................................... 4-3 4.3 Cargo Capacity Comparison by Mode ...................................................................... 4-4 4.4 Deep Sea, Coastal, and Inland Transportation Establishments.............................. 4-8 4.5 Ship and Boat Building and Support
Recommended publications
  • Of Surface-Water Records to September 30, 1955
    GEOLOGICAL SURVEY CIRCULAR 382 INDEX OF SURFACE-WATER RECORDS TO SEPTEMBER 30, 1955 PART 2. SOUTH ATLANTIC SLOPE AND EASTERN GULF OF MEXICO BASINS UNITED STATES DEPARTMENT OF THE INTERIOR Fred A. Seaton, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director GEOLOGICAL SURVEY CIRCULAR 382 INDEX OF SURFACE-WATER RECORDS TO SEPTEMBER 30,1955 PART 2. SOUTH ATLANTIC SLOPE AND EASTERN GULF OF MEXICO BASINS By P. R. Speer and A. B. Goodwin Washington, D. C., 1956 Free on application to the Geological Survey, Washington 25, D. C. INDEX OF SURFACE-WATER RECORDS TO SEPTEMBER 30,1955 PAET 2. SOUTH ATLANTIC SLOPE AND EASTERN GULF OF MEXICO BASINS By P. R Speer and A. B. Goodwin EXPLANATION This index lists the streamflow and reservoir stations in the South Atlantic slope and Eastern Gulf of Mexico basins for which records have been or are to be published in reports of the Geological Survey for periods prior to September 30, 1955. Periods of record for the same station published by other agencies are listed only when they contain more detailed information or are for periods not reported in publications of the Geological Survey. The stations are listed in the downstream order first adopted for use in the 1951 series of water-supply papers on surface-water supply of the United States. Starting at the headwater of each stream all stations are listed in a downstream direction. Tributary streams are indicated by indention and are inserted between main-stem stations in the order in which they enter the main stream. To indicate the rank of any tributary on which a record is available and the stream to which it is immediately tributary, each indention in the listing of stations represents one rank.
    [Show full text]
  • The Caloosahatchee River Estuary: a Monitoring Partnership Between Federal, State, and Local Governments, 2007–13
    Prepared in cooperation with the Florida Department of Environmental Protection and the South Florida Water Management District The Caloosahatchee River Estuary: A Monitoring Partnership Between Federal, State, and Local Governments, 2007–13 By Eduardo Patino The tidal Caloosahatchee River and downstream estuaries also known as S–79 (fig. 2), which are operated by the USGS (fig. 1) have substantial environmental, recreational, and economic in cooperation with the U.S. Army Corps of Engineers, Lee value for southwest Florida residents and visitors. Modifications to County, and the City of Cape Coral. Additionally, a monitor- the Caloosahatchee River watershed have altered the predevelop- ing station was operated on Sanibel Island from 2010 to 2013 ment hydrology, thereby threatening the environmental health of (fig. 1) as part of the USGS Greater Everglades Priority Eco- estuaries in the area (South Florida Water Management District, system Science initiative and in partnership with U.S. Fish and 2014). Hydrologic monitoring of the freshwater contributions from Wildlife Service (J.N. Ding Darling National Wildlife Ref- tributaries to the tidal Caloosahatchee River and its estuaries is uge). Moving boat water-quality surveys throughout the tidal necessary to adequately describe the total freshwater inflow and Caloosahatchee River and downstream estuaries began in 2011 constituent loads to the delicate estuarine system. and are ongoing. Information generated by these monitoring From 2007 to 2013, the U.S. Geological Survey (USGS), in networks has proved valuable to the FDEP for developing total cooperation with the Florida Department of Environmental Protec- maximum daily load criteria, and to the SFWMD for calibrat- tion (FDEP) and the South Florida Water Management District ing and verifying a hydrodynamic model.
    [Show full text]
  • AEG-ANR House Offer #1
    Conference Committee on Senate Agriculture, Environment, and General Government Appropriations/ House Agriculture & Natural Resources Appropriations Subcommittee House Offer #1 Budget Spreadsheet Proviso and Back of the Bill Implementing Bill Saturday, April 17, 2021 7:00PM 412 Knott Building Conference Spreadsheet AGENCY House Offer #1 SB 2500 Row# ISSUE CODE ISSUE TITLE FTE RATE REC GR NR GR LATF NR LATF OTHER TFs ALL FUNDS FTE RATE REC GR NR GR LATF NR LATF OTHER TFs ALL FUNDS Row# 1 AGRICULTURE & CONSUMER SERVICES 1 2 1100001 Startup (OPERATING) 3,740.25 162,967,107 103,601,926 102,876,093 1,471,917,888 1,678,395,907 3,740.25 162,967,107 103,601,926 102,876,093 1,471,917,888 1,678,395,907 2 1601280 4,340,000 4,340,000 4,340,000 4,340,000 Continuation of Fiscal Year 2020-21 Budget Amendment Dacs- 3 - - - - 3 037/Eog-B0514 Increase In the Division of Licensing 1601700 Continuation of Budget Amendment Dacs-20/Eog #B0346 - 400,000 400,000 400,000 400,000 4 - - - - 4 Additional Federal Grants Trust Fund Authority 5 2401000 Replacement Equipment - - 6,583,594 6,583,594 - - 2,624,950 2,000,000 4,624,950 5 6 2401500 Replacement of Motor Vehicles - - 67,186 2,789,014 2,856,200 - - 1,505,960 1,505,960 6 6a 2402500 Replacement of Vessels - - 54,000 54,000 - - - 6a 7 2503080 Direct Billing for Administrative Hearings - - (489) (489) - - (489) (489) 7 33N0001 (4,624,909) (4,624,909) 8 Redirect Recurring Appropriations to Non-Recurring - Deduct (4,624,909) - (4,624,909) - 8 33N0002 4,624,909 4,624,909 9 Redirect Recurring Appropriations to Non-Recurring
    [Show full text]
  • South Florida Circumnavigation 2017
    Completing the Circumnavigation of South Florida By Chuck Purse South Florida is actually an island! The nine day voyage began early in January, 2017 when we completed the first leg from Hillsboro Inlet to Stuart, FL about 85 miles north of the Club. We waited for a good day so that we could make the run in open water rather than the using the time consuming Intracoastal Waterway. We stayed at Sunset Bay Marina in Stuart, one of the prettiest places on the East Coast. The sunsets are indeed beautiful and all the needed services are available at a reasonable cost. Stuart offers a broad array of dining choices and the adorable Old Colorado Inn. The next day took us up the St Lucie River toward Lake Okeechobee. The Okeechobee Waterway runs 155 miles from Stuart westward through Lake Okeechobee to Ft Myers and the Gulf of Mexico. This Waterway separates the southern portion of the State from the northern part of the Florida peninsula. The crossing includes beautiful countryside, incredible wildlife, and five locks to navigate as you make the 15’ climb up to Lake Okeechobee. The lake itself is impressively large with only the southern shore visible as you cross. Be careful to stay in the channel especially when the lake level is low to minimize the chance of bouncing off the bottom! That night we stayed at Roland Martin Marina in Clewiston, FL bordering the southwestern corner of the the lake. This historical sugar town is worth a one night visit. We arrived in time to play golf at Clewiston Golf Course which was a pleasant surprise.
    [Show full text]
  • Chapter 8C: St. Lucie and Caloosahatchee River Watersheds Annual Report
    2019 South Florida Environmental Report – Volume I Chapter 8C Chapter 8C: St. Lucie and Caloosahatchee River Watersheds Annual Report Cassondra Armstrong, Fawen Zheng, Anna Wachnicka, Amanda Khan, Zhiqiang Chen, and Lucia Baldwin SUMMARY A description of the estuaries and the river watersheds is followed by a summary of the conditions of the hydrology (rainfall and flow), water quality (salinity, phosphorus, nitrogen, and chlorophyll a [Chla]), and aquatic habitat (oysters and submerged aquatic vegetation [SAV]) based on results of the Research and Water Quality Monitoring Programs (RWQMPs). Following the summary for each estuary, significant findings during the Water Year 2018 (WY2018; May 1, 2017–April 30, 2018) reporting period are highlighted. In addition, the St. Lucie and Caloosahatchee river watersheds’ water quality monitoring results for total phosphorus (TP) and total nitrogen (TN) by basin are presented in Appendix 8C-1 of this volume as supplemental information. ST. LUCIE ESTUARY WY2018 total annual rainfall across the Tier 1 Contributing Areas (Lake Okeechobee, St. Lucie Basin, and Tidal Basin) to the St. Lucie Estuary (SLE) was more than the long-term average from WY1997 through WY2018. Although 74% of the annual rainfall usually occurs in the wet season, this value increased to 80% in WY2018. The relatively high amount of wet season rain was the driver for increased discharge to the SLE. The total annual freshwater inflow to the SLE in WY2018 (1.6 million acre-feet [ac-ft]) was higher than the long-term average of 1.0 million ac-ft. The inflow and percent contribution from Lake Okeechobee in WY2018 (0.6 million ac-ft and 37%, respectively) were greater than the long-term averages (0.3 million ac-ft and 26%, respectively).
    [Show full text]
  • Environmental Plan for Kissimmee Okeechobee Everglades Tributaries (EPKOET)
    Environmental Plan for Kissimmee Okeechobee Everglades Tributaries (EPKOET) Stephanie Bazan, Larissa Gaul, Vanessa Huber, Nicole Paladino, Emily Tulsky April 29, 2020 TABLE OF CONTENTS 1. BACKGROUND AND HISTORY…………………...………………………………………..4 2. MISSION STATEMENT…………………………………....…………………………………7 3. GOVERNANCE……………………………………………………………………...………...8 4. FEDERAL, STATE, AND LOCAL POLICIES…………………………………………..…..10 5. PROBLEMS AND GOALS…..……………………………………………………………....12 6. SCHEDULE…………………………………....……………………………………………...17 7. CONCLUSIONS AND RECOMMENDATIONS…………………………………………....17 REFERENCES…………………………………………………………..……………………....18 2 LIST OF FIGURES Figure A. Map of the Kissimmee Okeechobee Everglades Watershed…………………………...4 Figure B. Phosphorus levels surrounding the Kissimmee Okeechobee Everglades Watershed…..5 Figure C. Before and after backfilling of the Kissimmee river C-38 canal……………………….6 Figure D. Algae bloom along the St. Lucie River………………………………………………...7 Figure E. Florida’s Five Water Management Districts………………………………………........8 Figure F. Three main aquifer systems in southern Florida……………………………………....14 Figure G. Effect of levees on the watershed………………………………………...…………...15 Figure H. Algal bloom in the KOE watershed…………………………………………...………15 Figure I: Canal systems south of Lake Okeechobee……………………………………………..16 LIST OF TABLES Table 1. Primary Problems in the Kissimmee Okeechobee Everglades watershed……………...13 Table 2: Schedule for EPKOET……………………………………………………………….…18 3 1. BACKGROUND AND HISTORY The Kissimmee Okeechobee Everglades watershed is an area of about
    [Show full text]
  • 11-1 335-6-11-.02 Use Classifications. (1) the ALABAMA RIVER BASIN Waterbody from to Classification ALABAMA RIVER MOBILE RIVER C
    335-6-11-.02 Use Classifications. (1) THE ALABAMA RIVER BASIN Waterbody From To Classification ALABAMA RIVER MOBILE RIVER Claiborne Lock and F&W Dam ALABAMA RIVER Claiborne Lock and Alabama and Gulf S/F&W (Claiborne Lake) Dam Coast Railway ALABAMA RIVER Alabama and Gulf River Mile 131 F&W (Claiborne Lake) Coast Railway ALABAMA RIVER River Mile 131 Millers Ferry Lock PWS (Claiborne Lake) and Dam ALABAMA RIVER Millers Ferry Sixmile Creek S/F&W (Dannelly Lake) Lock and Dam ALABAMA RIVER Sixmile Creek Robert F Henry Lock F&W (Dannelly Lake) and Dam ALABAMA RIVER Robert F Henry Lock Pintlala Creek S/F&W (Woodruff Lake) and Dam ALABAMA RIVER Pintlala Creek Its source F&W (Woodruff Lake) Little River ALABAMA RIVER Its source S/F&W Chitterling Creek Within Little River State Forest S/F&W (Little River Lake) Randons Creek Lovetts Creek Its source F&W Bear Creek Randons Creek Its source F&W Limestone Creek ALABAMA RIVER Its source F&W Double Bridges Limestone Creek Its source F&W Creek Hudson Branch Limestone Creek Its source F&W Big Flat Creek ALABAMA RIVER Its source S/F&W 11-1 Waterbody From To Classification Pursley Creek Claiborne Lake Its source F&W Beaver Creek ALABAMA RIVER Extent of reservoir F&W (Claiborne Lake) Beaver Creek Claiborne Lake Its source F&W Cub Creek Beaver Creek Its source F&W Turkey Creek Beaver Creek Its source F&W Rockwest Creek Claiborne Lake Its source F&W Pine Barren Creek Dannelly Lake Its source S/F&W Chilatchee Creek Dannelly Lake Its source S/F&W Bogue Chitto Creek Dannelly Lake Its source F&W Sand Creek Bogue
    [Show full text]
  • Hydraulic and Structural Design of Navigational Locks
    nvironm E en l & ta Dhanuka et al., J Civil Environ Eng 2018, 8:1 i l iv E C n f g o i n DOI: 10.4172/2165-784X.1000297 l Journal of Civil & Environmental e a e n r r i n u g o J ISSN: 2165-784X Engineering Research Article Open Access Hydraulic and Structural Design of Navigational Locks Amit Dhanuka1*, Shivendra Kumar Agrawal2 and Honey Mehra1 1Howe Projects Engineering Pvt Ltd, Ahmedabad, Gujarat, India 2Department of Irrigation and Hydraulics, Punjab Engineering College, Chandigarh, India Abstract Navigation lock is a structure in the waterway provided to create a safe navigation passage between two water pools which are not at the same level. The reason for difference in water levels can be natural such as tidal variations or can be manmade such as construction of dam or barrage across the river. The main components of Navigation lock comprise of approach channels, lock pit, filling/emptying arrangement. Design of lock depends on lockage time, water level variations, Lock capacity requirements, design vessel size. filling/emptying system shall be designed to work under gravity flow without any pumping requirements. Filling/emptying system is chosen to get appropriate filling/ emptying time. The optimum time for filling and emptying is generally kept between 8.0-10.0 minutes. The size of filling culverts are so computed to attain the optimum time for filling/emptying. Every lock is unique in terms of its geology, location, size, requirements and water level differences. Here typical design aspects of a navigational Lock in inland waterway have been described.
    [Show full text]
  • Caloosahatchee
    FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management SOUTH DISTRICT • GROUP 3 BASIN • 2005 Water Quality Assessment Report Caloosahatchee FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management 2005 Water Quality Assessment Report Caloosahatchee Water Quality Assessment Report: Caloosahatchee 5 Acknowledgments The Caloosahatchee Water Quality Assessment Report was prepared by the Caloosahatchee Basin Team, Florida Department of Environmental Protection, as part of a five-year cycle to restore and protect Florida’s water quality. Team members include the following: Pat Fricano, Basin Coordinator T. S. Wu, Ph.D., P.E., Assessment Coordinator Gordon Romeis, South District Karen Bickford, South District Robert Perlowski, Watershed Assessment Section Dave Tyler, Watershed Assessment Section Ron Hughes, GIS James Dobson, Groundwater Section Janet Klemm, Water Quality Standards and OFWs Editorial and writing assistance provided by Linda Lord, Watershed Planning and Coordination Production assistance provided by Center for Information, Training, and Evaluation Services Florida State University 210 Sliger Building 2035 E. Dirac Dr. Tallahassee, FL 32306-2800 Map production assistance provided by Florida Resources and Environmental Analysis Center Florida State University University Center, C2200 Tallahassee, FL 32306-2641 For additional information on the watershed management approach and impaired waters in the Caloosahatchee Basin, contact Pat Fricano Florida Department of Environmental Protection Bureau of Watershed Management, Watershed Planning and Coordination Section 2600 Blair Stone Road, Mail Station 3565 Tallahassee, FL 32399-2400 [email protected].fl.us Phone: (850) 245-8559; SunCom: 205-8559 Fax: (850) 245-8434 6 Water Quality Assessment Report: Caloosahatchee Access to all data used in the development of this report can be obtained by contacting T.S.
    [Show full text]
  • Water Navigation
    US Army Corps of Engineers NAVIGATION is travel or transportation over water. Many different kinds of boats and ships are used on rivers and oceans to move people and products from one place to another. River Vessels: ACTIVITY Poster Series Navigation was extremely important for foreign and domestic trade and travel in the early Comparing Different Modes of Transportation days of our country before cars, trucks, trains, and airplanes were invented. In those days, The most common way of transporting products on rivers is by TOW. A tow consists of one This poster is the sixth in a series of water-resources education posters developed through rivers were used as "roads" to connect inland settlements to river and coastal ports. Com­ TOWBOAT and one or more BARGEs. Towboats push different kinds of barges, depending on the the Water Resources Education Initiative. The Water Resources Education Initiative is a munities established at these commercial ports became important economic, cultural, and cargo. Three of the four basic types of barges are shown below. The fourth type is a DECK barge, Introduction cooperative effort between public and private education interests. Partners in the program include which carries almost any kind of equipment, materials, or products that can be tied down and do not the U.S. Geological Survey and the U.S. Fish and Wildlife Service of the U.S. Department of the social hubs in the development of our Nation. Transportation oi domestic cargo by barge is relatively slow, but it is efficient and cost effective Many of the products we use and eat today are still transported by vessels on deep need protection from the weather.
    [Show full text]
  • City of Jacksonville/Duval County Environmental Review Record CDBG-DR – Hurricane Matthew Housing Repair Program Contents Scope of Work
    City of Jacksonville/Duval County Environmental Review Record CDBG-DR – Hurricane Matthew Housing Repair Program Contents Scope of Work ................................................................................................................................ 1 Broad-Level Tiered Environmental Review ................................................................................... 3 Supporting Documentation ....................................................................................................... 11 Unmet Needs ......................................................................................................................... 11 Project Area ........................................................................................................................... 12 Airport Hazards ..................................................................................................................... 13 Coastal Barrier Resources ..................................................................................................... 17 Flood Insurance ..................................................................................................................... 19 Clean Air................................................................................................................................ 22 Coastal Zone Management .................................................................................................... 26 Endangered Species ..............................................................................................................
    [Show full text]
  • Chapter 335-6-11 Water Use Classifications for Interstate and Intrastate Waters
    Environmental Management Chapter 335-6-11 DEPARTMENT OF ENVIRONMENTAL MANAGEMENT WATER DIVISION - WATER QUALITY PROGRAM ADMINISTRATIVE CODE CHAPTER 335-6-11 WATER USE CLASSIFICATIONS FOR INTERSTATE AND INTRASTATE WATERS TABLE OF CONTENTS 335-6-11-.01 The Use Classification System 335-6-11-.02 Use Classifications 335-6-11-.01 The Use Classification System. (1) Use classifications utilized by the State of Alabama are as follows: Outstanding Alabama Water ................... OAW Public Water Supply ......................... PWS Swimming and Other Whole Body Shellfish Harvesting ........................ SH Fish and Wildlife ........................... F&W Limited Warmwater Fishery ................... LWF Agricultural and Industrial Water Supply ................................ A&I (2) Use classifications apply water quality criteria adopted for particular uses based on existing utilization, uses reasonably expected in the future, and those uses not now possible because of correctable pollution but which could be made if the effects of pollution were controlled or eliminated. Of necessity, the assignment of use classifications must take into consideration the physical capability of waters to meet certain uses. (3) Those use classifications presently included in the standards are reviewed informally by the Department's staff as the need arises, and the entire standards package, to include the use classifications, receives a formal review at least once every three years. Efforts currently underway through local 201 planning projects will provide additional technical data on certain waterbodies in the State, information on treatment alternatives, and applicability of various management techniques, which, when available, will hopefully lead to new decisions regarding use classifications. Of particular interest are those segments which are currently classified for any usage which has an associated Supp.
    [Show full text]