188 Part 80—Colregs Demarcation Lines
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Public Notice
DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 4400 PGA BOULEVARD, SUITE 500 PALM BEACH GARDENS, FL 33410 REPLY TO ATTENTION OF August 1, 2018 Regulatory Division South Permits Branch Palm Beach Gardens Permits Section PUBLIC NOTICE Permit Application Number SAJ-1993-01955(MOD-PWB) TO WHOM IT MAY CONCERN: The Jacksonville District of the U.S. Army Corps of Engineers (Corps) has received an application for a Department of the Army permit pursuant to Section 404 of the Clean Water Act (33 U.S.C. §1344) and Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. §403) as described below: APPLICANT: Hillsboro Inlet Improvement & Maintenance District Attention: Mr. Jack Holland 2861 NE 22nd Court Pompano Beach, Florida 33062 WATERWAY AND LOCATION: The maintenance dredging is located within Hillsboro Inlet, the entrance channel to the inlet, and the beach fill sites which are located south of the inlet along the north section of Pompano Beach approximately 100 feet north of Department of Environmental Protection monument R-25 to approximately 500 feet south of R-25, and along the U.S. Coast Guard’s shoreline on the north side of the Inlet along the south section of Hillsboro Beach in Broward County (Section 29, Township 48 South, Range 43 East), Atlantic Ocean. Directions to the site are as follows: From Southbound I-95 take exit 38A East Copans Road; continue east to U.S. 1, turn South onto U.S.1 and continue to NE14th Street, turn east onto NE 14th Street and continue to State Road A1A (North Ocean Drive), turn north onto A1A and continue to the Hillsboro Inlet Bridge, cross the bridge and take the right and follow the road to the lighthouse. -
Coast Guard, DHS § 100.701
Coast Guard, DHS § 100.701 TABLE TO § 100.501—ALL COORDINATES LISTED IN THE TABLE TO § 100.501 REFERENCE DATUM NAD 1983—Continued No. Date Event Sponsor Location 68 .. June 25 and 26, Thunder on the Kent Narrows All waters of Prospect Bay enclosed by the following points: 2011. Narrows. Racing Asso- Latitude 38°57′52.0″ N., longitude 076°14′48.0″ W., to lati- ciation. tude 38°58′02.0″ N., longitude 076°15′05.0″ W., to latitude 38°57′38.0″ N., longitude 076°15′29.0″ W., to latitude 38°57′28.0″ N., longitude 076°15′23.0″ W., to latitude 38°57′52.0″ N., longitude 076°14′48.0″ W. [USCG–2007–0147, 73 FR 26009, May 8, 2008, as forbid and control the movement of all amended by USCG–2009–0430, 74 FR 30223, vessels in the regulated area(s). When June 25, 2009; 75 FR 750, Jan. 6, 2010; USCG– hailed or signaled by an official patrol 2011–0368, 76 FR 26605, May 9, 2011] vessel, a vessel in these areas shall im- EFFECTIVE DATE NOTE: By USCG–2010–1094, mediately comply with the directions at 76 FR 13886, Mar. 15, 2011, the Table to given. Failure to do so may result in § 100.501 was amended by suspending lines No. expulsion from the area, citation for 13, No. 19, No. 21 and No. 23, and adding a new failure to comply, or both. heading and entries 65, 66, 67, and 68, effec- tive Apr. 1, 2011 through Sept. 1, 2011. -
Coast Guard, DHS § 80.525
Coast Guard, DHS Pt. 80 Madagascar Singapore 80.715 Savannah River. Maldives Surinam 80.717 Tybee Island, GA to St. Simons Is- Morocco Tonga land, GA. Oman Trinidad 80.720 St. Simons Island, GA to Amelia Is- land, FL. Pakistan Tobago Paraguay 80.723 Amelia Island, FL to Cape Canaveral, Tunisia Peru FL. Philippines Turkey 80.727 Cape Canaveral, FL to Miami Beach, Portugal United Republic of FL. Republic of Korea Cameroon 80.730 Miami Harbor, FL. 80.735 Miami, FL to Long Key, FL. [CGD 77–075, 42 FR 26976, May 26, 1977. Redes- ignated by CGD 81–017, 46 FR 28153, May 26, PUERTO RICO AND VIRGIN ISLANDS 1981; CGD 95–053, 61 FR 9, Jan. 2, 1996] SEVENTH DISTRICT PART 80—COLREGS 80.738 Puerto Rico and Virgin Islands. DEMARCATION LINES GULF COAST GENERAL SEVENTH DISTRICT Sec. 80.740 Long Key, FL to Cape Sable, FL. 80.01 General basis and purpose of demarca- 80.745 Cape Sable, FL to Cape Romano, FL. tion lines. 80.748 Cape Romano, FL to Sanibel Island, FL. ATLANTIC COAST 80.750 Sanibel Island, FL to St. Petersburg, FL. FIRST DISTRICT 80.753 St. Petersburg, FL to Anclote, FL. 80.105 Calais, ME to Cape Small, ME. 80.755 Anclote, FL to the Suncoast Keys, 80.110 Casco Bay, ME. FL. 80.115 Portland Head, ME to Cape Ann, MA. 80.757 Suncoast Keys, FL to Horseshoe 80.120 Cape Ann, MA to Marblehead Neck, Point, FL. MA. 80.760 Horseshoe Point, FL to Rock Island, 80.125 Marblehead Neck, MA to Nahant, FL. -
Stormwater Management Program 2013-2018 Appendix A
Appendix A 2012 Texas Integrated Report - Texas 303(d) List (Category 5) 2012 Texas Integrated Report - Texas 303(d) List (Category 5) As required under Sections 303(d) and 304(a) of the federal Clean Water Act, this list identifies the water bodies in or bordering Texas for which effluent limitations are not stringent enough to implement water quality standards, and for which the associated pollutants are suitable for measurement by maximum daily load. In addition, the TCEQ also develops a schedule identifying Total Maximum Daily Loads (TMDLs) that will be initiated in the next two years for priority impaired waters. Issuance of permits to discharge into 303(d)-listed water bodies is described in the TCEQ regulatory guidance document Procedures to Implement the Texas Surface Water Quality Standards (January 2003, RG-194). Impairments are limited to the geographic area described by the Assessment Unit and identified with a six or seven-digit AU_ID. A TMDL for each impaired parameter will be developed to allocate pollutant loads from contributing sources that affect the parameter of concern in each Assessment Unit. The TMDL will be identified and counted using a six or seven-digit AU_ID. Water Quality permits that are issued before a TMDL is approved will not increase pollutant loading that would contribute to the impairment identified for the Assessment Unit. Explanation of Column Headings SegID and Name: The unique identifier (SegID), segment name, and location of the water body. The SegID may be one of two types of numbers. The first type is a classified segment number (4 digits, e.g., 0218), as defined in Appendix A of the Texas Surface Water Quality Standards (TSWQS). -
NWS Instruction 10-605, Tropical Cyclone Official Geographic Defining Points, Dated March 17, 2020
Department of Commerce •National Oceanic & Atmospheric Administration •National Weather Service NATIONAL WEATHER SERVICE INSTRUCTION 10-605 MARCH 4, 2021 Operations and Services Tropical Cyclone Weather Services Program, NWSPD 10-6 TROPICAL CYCLONE OFFICIAL GEOGRAPHIC DEFINING POINTS NOTICE: This publication is available at: http://www.nws.noaa.gov/directives/. OPR: W/AFS26 (J. Cline) Certified by: W/AFS2 (A. Allen) Type of Issuance: Emergency SUMMARY OF REVISIONS: This directive supersedes NWS Instruction 10-605, Tropical Cyclone Official Geographic Defining Points, dated March 17, 2020. The following revisions were made to this directive: • Rename the current “Port Mansfield” breakpoint to “North of Port Mansfield”, TX. • Add a breakpoint at the Coastal Willacy/Coastal Cameron, TX county line. • Move Indian Pass, FL from the city to the geographical feature. • Remove Panama City, Apalachicola, St. Marks and Keaton Beach as breakpoints. • Add Wakulla/Jefferson County line (FL) as a breakpoint. • Remove New River Inlet, NC as a breakpoint. • Add Beaufort Inlet, NC as a breakpoint. • Add Hatteras Inlet, NC as a breakpoint. • Add Teraina Atoll under Honolulu, HI (Other Central Pacific Islands) as a breakpoint • Add Tabuaeran Atoll under Honolulu, HI (Other Central Pacific Islands) as a breakpoint • Add Kiritimati (Christmas) Island under Honolulu, HI (Other Central Pacific Islands) as a breakpoint Digitally signed by STERN.ANDRE STERN.ANDREW.D.13829 W.D.13829203 20348 Date: 2021.02.18 08:45:54 2/18/2021 48 -05'00' Andrew D. Stern Date Director Analyze, Forecast and Support Office NWSI 10-605 MARCH 4, 2021 OFFICIAL DEFINING POINTS FOR TROPICAL CYCLONE WATCHES AND WARNINGS *An asterisk following a breakpoint indicates the use of the breakpoint includes land areas adjacent to the body of water. -
Distances Between United States Ports 2019 (13Th) Edition
Distances Between United States Ports 2019 (13th) Edition T OF EN CO M M T M R E A R P C E E D U N A I C T I E R D E S M T A ATES OF U.S. Department of Commerce Wilbur L. Ross, Jr., Secretary of Commerce National Oceanic and Atmospheric Administration (NOAA) RDML Timothy Gallaudet., Ph.D., USN Ret., Assistant Secretary of Commerce for Oceans and Atmosphere and Acting Under Secretary of Commerce for Oceans and Atmosphere National Ocean Service Nicole R. LeBoeuf, Deputy Assistant Administrator for Ocean Services and Coastal Zone Management Cover image courtesy of Megan Greenaway—Great Salt Pond, Block Island, RI III Preface Distances Between United States Ports is published by the Office of Coast Survey, National Ocean Service (NOS), National Oceanic and Atmospheric Administration (NOAA), pursuant to the Act of 6 August 1947 (33 U.S.C. 883a and b), and the Act of 22 October 1968 (44 U.S.C. 1310). Distances Between United States Ports contains distances from a port of the United States to other ports in the United States, and from a port in the Great Lakes in the United States to Canadian ports in the Great Lakes and St. Lawrence River. Distances Between Ports, Publication 151, is published by National Geospatial-Intelligence Agency (NGA) and distributed by NOS. NGA Pub. 151 is international in scope and lists distances from foreign port to foreign port and from foreign port to major U.S. ports. The two publications, Distances Between United States Ports and Distances Between Ports, complement each other. -
Little Rock, Arkansas
LITTLE ROCK, ARKANSAS The civil works portion of this District covers an area of the District is responsible for the portion of the Little approximately 36,414 square miles in northern, western, River and its tributaries that are in the state of Arkansas, and southwestern Arkansas and a portion of Missouri. above its mouth near Fulton, AR. In the White River This area is within the Arkansas River, Little River, and Basin, the District is responsible for those portions in White River basins. In the Arkansas River Basin, the southern Missouri and northern and eastern Arkansas in District is responsible for planning, design, construction, the White River drainage basin and its tributaries above operation, and maintenance of the navigation portion of Peach Orchard Bluff, AR. The Memphis District is re- the McClellan-Kerr Arkansas River Navigation System sponsible for navigation maintenance on the White River (MKARNS). The District is also responsible for the below Newport, AR, to the mouth of Wild Goose areas included in the Arkansas River drainage basin Bayou, in Arkansas County, AR. The White River from above Pine Bluff, AR, to below the mouth of the downstream from the mouth of Wild Goose Bayou is Poteau River, near Fort Smith, AR. In Little River Basin, part of the MKARNS. IMPROVEMENTS NAVIGATION Multiple-Purpose Projects Including Power 1. Arkansas River Basin, AR, OK, And KS ........... 3 2. Arthur V. Ormond Lock & Dam (No.9), AR ..... 3 28. Beaver Lake, AR ………………………………9 3. David D. Terry Lock And Dam (No. 6), AR ...... 4 29. Bull Shoals Lake, AR.................................. ….10 4. -
Texas Hurricane History
Texas Hurricane History David Roth National Weather Service Camp Springs, MD Table of Contents Preface 3 Climatology of Texas Tropical Cyclones 4 List of Texas Hurricanes 8 Tropical Cyclone Records in Texas 11 Hurricanes of the Sixteenth and Seventeenth Centuries 12 Hurricanes of the Eighteenth and Early Nineteenth Centuries 13 Hurricanes of the Late Nineteenth Century 16 The First Indianola Hurricane - 1875 19 Last Indianola Hurricane (1886)- The Storm That Doomed Texas’ Major Port 22 The Great Galveston Hurricane (1900) 27 Hurricanes of the Early Twentieth Century 29 Corpus Christi’s Devastating Hurricane (1919) 35 San Antonio’s Great Flood – 1921 37 Hurricanes of the Late Twentieth Century 45 Hurricanes of the Early Twenty-First Century 65 Acknowledgments 71 Bibliography 72 Preface Every year, about one hundred tropical disturbances roam the open Atlantic Ocean, Caribbean Sea, and Gulf of Mexico. About fifteen of these become tropical depressions, areas of low pressure with closed wind patterns. Of the fifteen, ten become tropical storms, and six become hurricanes. Every five years, one of the hurricanes will become reach category five status, normally in the western Atlantic or western Caribbean. About every fifty years, one of these extremely intense hurricanes will strike the United States, with disastrous consequences. Texas has seen its share of hurricane activity over the many years it has been inhabited. Nearly five hundred years ago, unlucky Spanish explorers learned firsthand what storms along the coast of the Lone Star State were capable of. Despite these setbacks, Spaniards set down roots across Mexico and Texas and started colonies. Galleons filled with gold and other treasures sank to the bottom of the Gulf, off such locations as Padre and Galveston Islands. -
Appendix I: Critical Erosion Report 2018 State Hazard Mitigation Plan ______
Appendix I: Critical Erosion Report 2018 State Hazard Mitigation Plan _______________________________________________________________________________________ APPENDIX I: Critical Erosion Report _______________________________________________________________________________________ Florida Division of Emergency Management Critically Eroded Beaches In Florida Division of Water Resource Management Florida Department of Environmental Protection August 2016 2600 Blair Stone Rd., MS 3590 Tallahassee, FL 32399-3000 www.dep.state.fl.us Foreword This report provides an inventory of Florida’s erosion problem areas fronting on the Atlantic Ocean, Straits of Florida, Gulf of Mexico, and the roughly sixty-six coastal barrier tidal inlets. The erosion problem areas are classified as either critical or non-critical and county maps and tables are provided to depict the areas designated critically and non-critically eroded. Many areas have significant historic or contemporary erosion conditions, yet the erosion processes do not currently threaten public or private interests. These areas are therefore designated as non-critically eroded areas and require close monitoring in case conditions become critical. This report, originating in 1989, is periodically updated to include additions and deletions. All information is provided for planning purposes only and the user is cautioned to obtain the most recent erosion areas listing available in the updated critical erosion report of 2016 on pages 4 through 20 or refer to the specific county of interest listed -
United States Geological Survey
DEFARTM KUT OF THE 1STEK1OK BULLETIN OK THE UNITED STATES GEOLOGICAL SURVEY No. 19O S F, GEOGRAPHY, 28 WASHINGTON GOVERNMENT PRINTING OFFICE 1902 UNITED STATES GEOLOGICAL SURVEY CHARLES D. WALCOTT, DIRECTOR GAZETTEEK OF TEXAS BY HENRY G-A-NNETT WASHINGTON GOVERNMENT PRINTING OFFICE 1902 CONTENTS Page. Area .................................................................... 11 Topography and drainage..... ............................................ 12 Climate.................................................................. 12 Forests ...............................................................'... 13 Exploration and settlement............................................... 13 Population..............'................................................. 14 Industries ............................................................... 16 Lands and surveys........................................................ 17 Railroads................................................................. 17 The gazetteer............................................................. 18 ILLUSTRATIONS. Page. PF,ATE I. Map of Texas ................................................ At end. ry (A, Mean annual temperature.......:............................ 12 \B, Mean annual rainfall ........................................ 12 -ryj (A, Magnetic declination ........................................ 12 I B, Wooded areas............................................... 12 Density of population in 1850 ................................ 14 B, Density of population in 1860 -
536 Part 117—Drawbridge Operation Regulations
Pt. 117 33 CFR Ch. I (7–1–12 Edition) (c) Any Order of Apportionment 117.47 Clearance gages. made or issued under section 6 of the 117.49 Process of violations. Truman-Hobbs Act, 33 U.S.C. 516, may be reviewed by the Court of Appeals for Subpart B—Specific Requirements any judicial circuit in which the bridge 117.51 General in question is wholly or partly located, 117.55 Posting of requirements. if a petition for review is filed within 90 117.59 Special requirements due to hazards. days after the date of issuance of the ALABAMA order. The review is described in sec- tion 10 of the Truman-Hobbs Act, 33 117.101 Alabama River. U.S.C. 520. The review proceedings do 117.103 Bayou La Batre. 117.105 Bayou Sara. not operate as a stay of any order 117.107 Chattahoochee River. issued under the Truman-Hobbs Act, 117.109 Coosa River. other than an order of apportionment, 117.113 Tensaw River. nor relieve any bridge owner of any li- 117.115 Three Mile Creek. ability or penalty under other provi- sions of that act. ARKANSAS 117.121 Arkansas River. [CGD 91–063, 60 FR 20902, Apr. 28, 1995, as 117.123 Arkansas Waterway-Automated amended by CGD 96–026, 61 FR 33663, June 28, Railroad Bridges. 1996; CGD 97–023, 62 FR 33363, June 19, 1997; 117.125 Black River. USCG–2008–0179, 73 FR 35013, June 19, 2008; 117.127 Current River. USCG–2010–0351, 75 FR 36283, June 25, 2010] 117.129 Little Red River. -
Time of Travel of Translatory Waves on the Brazos, Leon, and Little
TEXAS WATER DEVELOPMENT BOARD REPORT 115 TIME OF TRAVEL OF TRANSLATORY WAVES ON THE BRAZOS, LEON, AND LITTLE RIVERS, TEXAS By Willard B. Mills U.S. Geological Survey Prepared by the U.S. Geological Survey in cooperalion with rhe Te"as Water Development Board and lhe Brazos River Authority April 1970 TABLE OF CONTENTS Page ABSTRACT INTRODUCTION 2 BRAZOS RIVER REACH 2 Description 2 Travel Time. 4 LEON, LITTLE, AND BRAZOS RIVERS REACH 5 Description 5 Travel Time. 5 Leon River Near Belton to Little River at Cameron 6 Little River at Cameron to Brazos River Near BrY<ln 7 REFERENCES CITED 14 TABLES 1. Stream-Gaging Stations in Operation on the Brazos River Reach During Period of Report 4 2, Travel Time of Peaks on the Brazos River .. 5 3. Stream-Gaging Stations in Operation on the Leon, Little, and Brazos Rivers Reach During Period of Report B 4. Travel Times in the Subreaches From Leon River Near Belton to Little River at Cameron 9 FIGURES 1. Map Showing Study Reaches and Locations of Gaging Stations in the Lower Brazos River Basin 3 2. Definition Sketches of Points for Which Travel Times Were Obtained From Gage-Height Charts 4 3. Graph Showing Relationship of Travel Time to Peak Discharge on the Brazos River From the Whitney Gaging Station to the Richmond Gaging Station 6 4. Graph Showing Travel Time of Peak Discharge on the Brazos River From the Whitney Gaging Station to the Waco Gaging Station 7 5. Graph Showing Travel Time of Peak Discharge on the Brazos River From the Waco Gaging Station to the Bryan Gaging Station 7 '" TABLE OF CONTENTS (Cont'd.) Page 6.