DOCSLIB.ORG

EA IAA Cut DA-9 at Bakers Inlet

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text

Load more

CESAD-ET-CO-M (CESAJ-C0/21Jun97) (ll-2-240a) 1st End Mr. DeVeaux/ dsm/(404) 331-6742 SUBJECT: Advanced Maintenance Dredging of the Atlantic Intracoastal Waterway (IWW) Jacksonville to Miami, in the Vicinity of Bakers Haulover Inlet, Dade County, Florida Commander, South Atlantic Division, U.S. Army Corps of Engineers, 77 Forsyth Street, S.W., Room 322, Atlanta, Georgia 30303-3490 10 July 1997 FOR THE COMMANDER, JACKSONVILLE DISTRICT, ATTN: CESAJ-CO 1. Your request to perform advanced maintenance in subject channel is approved subject to completing all appropriate environmental documentation, coordination, and clearance. Approval of the Memorandum of Agreement with the Florida Inland Navigation District is also required. 2. You should continue to monitor the cost of maintenance to assure that the proposed advanced maintenance dredging results in the least costly method of maintaining the channel. FOR THE DIRECTOR OF ENGINEERING AND TECHNICAL SERVICES: ~&Peei JR., PE~ . Chief, Construction-Operations ~ Directorate of Engineering and Technical Services !<. c v ~...': 7 Yv / 9 7 DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS P. 0. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019 REPLY TO ATTENTION OF CESAJ-CO (ll-2-240a) 21 June 1997 ~MORANDUM FOR CDR, USAED (CESAD-ET-CO-M), ATLANTA, GA 30335 SUBJECT: Advanced Maintenance Dredging of the Atlantic Intracoastal Waterway (IWW) Jacksonville to Miami, in the Vicinity of Bakers Haulover Inlet, Dade County, Florida 1. Reference ER 1130-2-520. 2. Advanced maintenance dredging is proposed for the IWW in the vicinity of Bakers Haulover Inlet to reduce the frequency of dredging required for this reach of the IWW. The advanced maintenance will provide the most efficient and cost effective solution for maintaining the channel at project depths. The authorized project is 125 feet wide with a depth of 10 feet mean low water. Overdepth dredging is not an option because existing project depth was attained by excavating through rock. Recent dredging contracts in this portion of the IWW provided a safe navigation channel for less than a year. Within a year after dredging, complaints from the Coast Guard and users of this reach of the IWW have been received. The channel is presently reported to be 50 feet wide and 6 feet deep, and is able to serve only navigation interests with very shallow drafts. 3. Enclosure 1 is an Area Map which shows the location of the project. Bakers Haulover Inlet is a man-made inlet, with a relatively high top of rock elevation throughout its flood tide shoal. Enclosure 2 provides a hydrographic survey overlayed onto the Federal inlet channel and IWW channel. Please note the area for which we are requesting advanced maintenance coincides with the flood tide shoal. Enclosure 3 shows the top of rock elevations in the area. We intend to dredge the flood tide CESAJ-CO SUBJECT: Advanced Maintenance Dredging of the Atlantic Intracoastal Waterway (IWW) Jacksonville to Miami, in the Vicinity of Bakers Haulover Inlet, Dade County, Florida shoal down to two feet above rock, which will create a settling basin. In the past when the IWW channel was dredged, the dredging effectively just cut off the western edge of this flood tide shoal, and as the inlet processes continued, the flood tide shoal simply extended back into the IWW channel. A Water Quality Certificate for doing this work has been submitted to the Florida Department of Environmental Protection. All dredged material will be placed on Bal Harbour Beach. 4. According to the project cost estimate, the total cost to dredge the 22,000 cubic yards of material in the IWW would be $661,900. Alternatively, the total cost to dredge the 142,000 cubic yards in the flood tide shoal (including the IWW portion) would be $1,359,525. Since all the material to be dredged is beach quality, it would be placed on Bal Harbour Beach, located immediately south of Bakers Haulover Inlet. Enclosure 4 compares the dredging costs for the with and without advanced maintenance alternative. We anticipate that the frequency of dredging is a non-linear function proportional to the quantities dredged. We predict that by dredging this settling basin, the dredging frequency would be reduced from the annual requirement to a four­ year period. This would result in a project savings of over $1,288,000 every four years, and at the same time producing a channel that would be truly navigable for four years or possibly more. 5. ER 1130-2-520 allows the District to perform advanced maintenance dredging with your permission. Without your approval, the District will have to dredge the channel every year to every other year. Consequently, the district will fail to maintain the project at authorized dimensions during portions of the interval and maintenance of the channel will cost more. Prior to future advanced maintenance for this location of the IWW, the District will evaluate and affirm the effectiveness of advanced maintenance. CESAJ-CO SUBJECT: Advanced Maintenance of the Atlantic Intracoastal Waterway (IWW) Jacksonville to Miami, in the Vicinity of Bakers Haulover Inlet, Dade County, Florida 6. Request approval of subject advanced maintenance for the area shown at Enclosure 2. The Florida Inland Navigation District (as local sponsor) , is willing to pay for the additional cost of the first advanced maintenance activity. A Memorandum of Agreement to accept their funds is being processed. FOR THE COMMANDER: Encls ~~~~c~~tcconstruction-Operations Division Sunny Isles LOCATION OF WORK Haulover Beach Park Ba I Harbour Miami VICINITY MAP , · ENCLOSURE 1 2.1 p.6 2., 2.6 Wf>-6 2.6 2.~ 2 .s ,.o 2.~ 2.s u '·J '·''.1 l\&:01 10.& 10.2 f:l h'·A 10.0 10.0 11.0 10.& 10.i iulb ADVANCED MAINTENANCE AREA r • "J .. / J ·r .....9 / '... '<?..,_~:j' J .... ,/•1 ENCLOSURE 2 STA 0·00 CUT·J STA 8·q7.62 CUT·2 I I I .I I I I .----@------------------------_j I 13 7 • CB·BH'l6·2J • • CB-BH'l6·24 __ ---- - ­ _J I I CB· H·~0· " -­ \ J I ' ~,, ' ROCK CONTOURS 7.S 10.6 @ • - - u ,... - -L-7 - - " .... CB·BH'lG· I<! .,...._ -- ­ / / ..,...)rt.:? ) ,....I 7.0 .,,... ·~ I ~ ~CB·BHji'l0..''l / ... .. ::- ' i'" / ~ CB·BH·Hl0.. I ...lie.G LEGEND• 8. 0 - El£YATIOH OF TOP OI' R()Q( @ C8·'16· J;>alA£ OOAll<G 0€SIGAATIOH ..W LOCATION 8£t.OV l<E"'4 LOV VATER 8.0- El£YATIOH OF TOP Of ROO< \IP·'l6-::?• VASH l'fl()OC 0€SIGAATIOH H<O LOCATION e€t.OV HE.Hf LOV VATEf\ HOlE• CORt 800; rt.Gs OLO€A ltw-1 I"t<w; VER£ USEO FOR lOP Of AOCK OAlA OM...T N-0 AA£ OESIGNltlEO lt£ SAf-€ #\S \l'i'SH PROBE.S. GRAPHIC SCALE 100· 0 100· ioo· SHEET 5 ENCLOSURE 3 DREDGING COST FOR IWW - VICINITY OF BAKERS HAULOVER INLET WITH AND WITHOUT ADVANCE MAINTENANCE Estimated shoaling rate =22,000 cubic yards per year in the IWW - vicinity of Bakers Haulover Inlet. Mobilization and Demobilization cost are slightly higher for advanced maintenance for extra pipeline. E&D costs are slightly higher for Adv Maint due to additional surveying and material sampling costs. Estimates assume a 20 percent contingency factcir. Existing Condition-No Advance Maintenance - Annual Requirement item quantity unit unit cost cost Mobilization and Demobilization 1job job LS $ 400,000 Dredging 22,000 cu.yds $ 6.00 $ 132,000 Subtotal $ 532,000 E&D $ 90,000 S&A 0.075 $ 39,900 Total Cost of Operation $ 661,900 Dredging Operation ­ Advanced Maintenance (assume 4 year dredging period) item quantity unit unit cost cost Mobilization and Demobilization 1 job LS $ 435,000 Dredging 22,000 cu.yds $ 6.00 $ 132,000 Advanced Dredging 120,000 cu.yds $ 5.00 $ 600,000 Subtotal $ 1,167,000 E&D· $ 105,000 S&A 0.075 $ 87,525 Total Cost of Operation $ 1,359,525 Cost over a 4 year dredging period .without with Adv Maint Adv Maint I Year1 $661,900 $1,359,525 ! Year2 $661,900 I : Year3 $661,900 -­ Year4 $661,900 I I i 4-year total $2,647,600 $1,359,525 I I Annual Cost $661,900 $ 339,881 I i Potential Savings over 4 year dredging period $1,288,075 ! ! ! Potential Annual Savings $322,019 I I I i i L:\COPM\EXCEL\BH-ADVMN.XLS ! i' ENCLOSURE 4 BA\<(': (( ,,,\ A() / ,)\)l~ CESAD-CO-ON (CESAJ-CO-ON/9 August 1993) (1110-2-1150a) 1st End Mr. Russell/dsm/(404) 331-6745 SUBJECT: IWW J to M - Advance Maintenance, Cut DA-9 Commander, South Atlantic Division, U.S. Army Corps of Engineers, 77 Forsyth Street, SW, Room 313, Atlanta, Georgia 30335-6801 13 August 1993 FOR COMMANDER, JACKSONVILLE DISTRICT, ATTN: CESAJ-CO-ON 1. Your request to perform advanced maintenance dredging in Cut DA-9 is approved. 2. You should continue to monitor the cost of maintenance to assure that the advanced dredging results in the least costly method for maintaining the channel. FOR THE COMMANDER: JOHN J. BLAKE, P.E. Director of Construction-Operations DEPARTMENT OF THE ARMY JAC~SONVILLE DISTRICT CORPS OF ENGINEERS P. 0. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019 REPLY TO ATTENTION OF CESAJ-CO-ON (1130) 9 August 1993 MEMORANDUM FOR Commander, South Atlantic Division, 77:Forsyth Street, s.w., Atlanta, Georgia 30335 SUBJECT: IWW J to M - Advance Maintenance, Cut DA-9 1. Sand material moves through Bakers Haulover Inlet and is deposited in Cut DA-9 over a half mile reach of channel. The quantity of material in the channel is usually around 30,000 to 40,000 cubic yards. Material in the setting basin is usually another 10,000 yards.
Recommended publications
  • 2019 Preliminary Manatee Mortality Table with 5-Year Summary From: 01/01/2019 To: 11/22/2019

    2019 Preliminary Manatee Mortality Table with 5-Year Summary From: 01/01/2019 To: 11/22/2019

    FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION MARINE MAMMAL PATHOBIOLOGY LABORATORY 2019 Preliminary Manatee Mortality Table with 5-Year Summary From: 01/01/2019 To: 11/22/2019 County Date Field ID Sex Size Waterway City Probable Cause (cm) Nassau 01/01/2019 MNE19001 M 275 Nassau River Yulee Natural: Cold Stress Hillsborough 01/01/2019 MNW19001 M 221 Hillsborough Bay Apollo Beach Natural: Cold Stress Monroe 01/01/2019 MSW19001 M 275 Florida Bay Flamingo Undetermined: Other Lee 01/01/2019 MSW19002 M 170 Caloosahatchee River North Fort Myers Verified: Not Recovered Manatee 01/02/2019 MNW19002 M 213 Braden River Bradenton Natural: Cold Stress Putnam 01/03/2019 MNE19002 M 175 Lake Ocklawaha Palatka Undetermined: Too Decomposed Broward 01/03/2019 MSE19001 M 246 North Fork New River Fort Lauderdale Natural: Cold Stress Volusia 01/04/2019 MEC19002 U 275 Mosquito Lagoon Oak Hill Undetermined: Too Decomposed St. Lucie 01/04/2019 MSE19002 F 226 Indian River Fort Pierce Natural: Cold Stress Lee 01/04/2019 MSW19003 F 264 Whiskey Creek Fort Myers Human Related: Watercraft Collision Lee 01/04/2019 MSW19004 F 285 Mullock Creek Fort Myers Undetermined: Too Decomposed Citrus 01/07/2019 MNW19003 M 275 Gulf of Mexico Crystal River Verified: Not Recovered Collier 01/07/2019 MSW19005 M 270 Factory Bay Marco Island Natural: Other Lee 01/07/2019 MSW19006 U 245 Pine Island Sound Bokeelia Verified: Not Recovered Lee 01/08/2019 MSW19007 M 254 Matlacha Pass Matlacha Human Related: Watercraft Collision Citrus 01/09/2019 MNW19004 F 245 Homosassa River Homosassa
  • Experience Ocean, Lakes Abd Everglades in the Palm Beaches

    Experience Ocean, Lakes Abd Everglades in the Palm Beaches

    YEAR 2017 Experience Ocean, Lakes and Everglades in The Palm Beaches, Florida Discover the best way to experience Florida’s great outdoors, unique wildlife and natural beauty in The Palm Beaches. Situated between 47 miles of Atlantic Ocean and the shores of Lake Okeechobee, the largest lake in the southeastern United States, The Palm Beaches is the gateway to the Everglades and home to treasured animal sanctuaries, untouched nature preserves and a diverse range of soft adventure activities. TAKE A HIKE (OR PICTURE) Beauty is just a short hike away. The terrain is mostly flat, but tropical trees and plants abound with exotic wonder. Trek alongside wetlands in the Everglades or through wide-open wet prairie, no matter the trail, hikers will find sunshine serenity. DuPuis Management Area – Canal Point, FL The DuPuis Management Area is a 21,875-acre multi-use natural area located in the northwestern part of The Palm Beaches. The park land is interspersed with numerous ponds, wet prairies, cypress domes, pine flatwoods and remnant Everglades marsh. The area provides miles of hiking and horseback trails, an equestrian center, graded vehicle roads, backpack and group campsites as well as seasonal hunting. DuPuis is far from urban areas, and its dark night sky lends itself to excellent stargazing. Harold A. Campbell Public Use Area This site covers 17,000 acres on the southern border of The Palm Beaches, making it the largest constructed wetland in the world. Its public use area provides access to vast wetland habitat where bicyclists, hikers and birdwatchers can see a variety of wildlife native to Florida.
  • June 2016 Division 3, 7Th CG District Aux

    June 2016 Division 3, 7Th CG District Aux

    The Log Publication USCGAUX Flotilla 36 Boca Raton, Florida Flotilla 36 Volume XXXV, Issue 7 Boca Raton, Florida Division 3, 7th CG District Aux July, 2011 Volume XXXX, Issue 6 June 2016 Division 3, 7th CG District Aux http://www.cgauxboca.org This version FOR OFFICIAL USE ONLY Disseminate to US Coast Guard and Coast Guard Auxiliary ONLY Flotilla 36 wished a fond farewell to Richard and Maddy Edwards, who have moved to Jacksonville, FL. Rick has been an FC, VFC, instructor, vessel examiner, and program visitor, as well as many other duties for the flotilla and division. He will be greatly missed. We all wish him the best in his new home. CONFIDENTIALITY NOTICE - PRIVACY ACT OF 1974 The information contained in this publication is subject to the provisions of the Privacy Act of 1974, and may only be used for the official business the Coast Guard or the Coast Guard Auxiliary The Log Publication USCGAUX Flotilla 36 Boca Raton, Florida And the Award goes to…. Robert Tingley (3rd from left) is sworn in by FC Tom Thayer, VCDR D3 Marvin Merritt, and IPFC Rick Edwards. Todd Greenstein is sworn in as FSO-IS by IPFC Rick Edwards, VCDR D3 Marvin Merritt, and FC Tom Thayer. The Log Publication USCGAUX Flotilla 36 Boca Raton, Florida The USGC Meritorious Team Commendation for participating on the 2015 D3 Boat Show Team is awarded to Ron Dillon, Andrea Rutherfoord, Helene Houge, Rick Edwards, and Mario Stagliano. Other flotilla members who participated received their awards at the Division meeting. The Log Publication USCGAUX Flotilla 36 Boca Raton, Florida From the Helm… Tom Thayer Flotilla Commander 3 6 [email protected] Greetings, fellow Auxiliary Members! The Flotilla year continues to roll right along.
  • USGS 7.5-Minute Image Map for Matanzas Inlet, Florida

    USGS 7.5-Minute Image Map for Matanzas Inlet, Florida

    U.S. DEPARTMENT OF THE INTERIOR MATANZAS INLET QUADRANGLE U.S. GEOLOGICAL SURVEY FLORIDA T9S 7.5-MINUTE SERIES 81°15' 12'30" 10' 81°07' 30" IntracoastalR30E4 000m Waterway 4 4 4 4 4 4 4 4 4 4 4 29°45' 76 E 77 78 79 80 81 82 83 84 85 610 000 FEET 86 87 29°45' 3291000mN 3291 FLORIDA 2 «¬A1 S Devils Elbow T . r J e O v H i R N S S s s 11 32 32 a C 90 90 z O n a t a M Anastasia Island 3289 3289 12 1 960 000 FEET «¬A1 3288 3288 T9S R30E 13 Fort 3287 Matanzas 3287 FORT MATANZAS NATIONAL MONUMENT 24 Imagery................................................NAIP, January 2010 Roads..............................................©2006-2010 Tele Atlas Names...............................................................GNIS, 2010 42'30" 42'30" Hydrography.................National Hydrography Dataset, 2010 Contours............................National Elevation Dataset, 2010 Claude Varne ATLANTIC Bridge Matanzas Inlet OCEAN 3286 3286 DR RIA TA RA AR B G E N E E Rattlesnake J RD Summer Haven O SON Island HN OLD A1A J U N E E A1 32 32 L «¬ 85 85 N M a t a n z a s s R i v e r 3284 3284 3283 3283 ST. JOHNS CO FLAGLER CO «¬A1 3282 Intracoastal Waterway 3282 40' 40' Hemming Point N N O C E A N Marineland S H O R E E B r L V e D v i 32 R DEERWOOD ST 3281 81 2 s a BEACHSIDE DR k z e n e a r t C a r r M e SHADY OAK LN c i .
  • Currently the Bureau of Beaches and Coastal Systems

    Currently the Bureau of Beaches and Coastal Systems

    CRITICALLY ERODED BEACHES IN FLORIDA Updated, June 2009 BUREAU OF BEACHES AND COASTAL SYSTEMS DIVISION OF WATER RESOURCE MANAGEMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION STATE OF FLORIDA 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 seventy coastal barrier tidal inlets. The erosion problem areas are classified as either critical or noncritical and county maps and tables are provided to depict the areas designated critically and noncritically eroded. This report is periodically updated to include additions and deletions. A county index is provided on page 13, which includes the date of the last revision. All information is provided for planning purposes only and the user is cautioned to obtain the most recent erosion areas listing available. This report is also available on the following web site: http://www.dep.state.fl.us/beaches/uublications/tech-rut.htm APPROVED BY Michael R. Barnett, P.E., Bureau Chief Bureau of Beaches and Coastal Systems June, 2009 Introduction In 1986, pursuant to Sections 161.101 and 161.161, Florida Statutes, the Department of Natural Resources, Division of Beaches and Shores (now the Department of Environmental Protection, Bureau of Beaches and Coastal Systems) was charged with the responsibility to identify those beaches of the state which are critically eroding and to develop and maintain a comprehensive long-term management plan for their restoration. In 1989, a first list of erosion areas was developed based upon an abbreviated definition of critical erosion. That list included 217.6 miles of critical erosion and another 114.8 miles of noncritical erosion statewide.
  • Intracoastal Waterway, Jacksonville to Miami, Florida: Maintenance Dredging

    Intracoastal Waterway, Jacksonville to Miami, Florida: Maintenance Dredging

    FINAL ENVIRONMENTAL IMPACT STATEMENT INTRACOASTAL WATERWAY, JACKSONVILLE, FLORIDA, TO MIAMI, FLORIDA MAINTENANCE DREDGING Prepared by U. S. Army Engineer District, Jacksonville Jacksonville, Florida May 1974 INTRACOASTAL WATERWAY. JACKSONVILLE TO MIAMI MAINTENANCE DREDGING ( ) Draft (X) Final Responsible Office: U. S. Army Engineer District, Jacksonville, Florida. 1. Name of Action: (X) Administrative ( ) Legislative 2. Description of Action: Eleven shoals are to be removed from this section of the Intracoastal Waterway as a part of the regular main­ tenance program. 3. a. Environmental Impacts. About 172,200 cubic yards of shoal material in the channel will be removed by hydraulic dredge and placed in diked upland areas and as nourishment on a county park beach south of Jupiter Inlet. b. Adverse Environmental Effects. Dredging will have a temporary adverse effect on water quality and will destroy benthic organisms in both the shoal material and on the beach. In addition, some turtle nests at the beach nourishment site may be destroyed. 4. Alternatives. Consideration was given to alternate methods of spoil disposal. It was determined that the methods selected (as described in paragraph 1) would best accomplish the purpose of the project while minimizing adverse impact on the environment. 5. Comments received on the draft statement in response to the 3 November 1972 coordination letter: Respondent Date of Comments U. S. Coast Guard 7 November 1972 U. S. Department of Agriculture 8 November 1972 Florida State Museum 8 November 1972 Florida Department of Health and Rehabilitative Services 14 November 1972 Florida Department of Transportation 20 November 1972 Florida Department of Natural Resources 30 November 1972 Environmental Protection Agency 8 December 1972 Florida G&FWFC 13 December 1972 U.
  • Description of the Proposed Action

    Description of the Proposed Action

    United States Department of the Interior FIS H AND WILDLIFE SERVICE South Florida Ecological Services Office 1339 20 111 Street Vero Beach. Florida 32960 Service Log Number: 41910-2011-F-0170 March 13, 2015 Alan M. Dodd, Colonel District Commander U.S. Army Corps of Engineers 701 San Marco Boulevard, Room 3 72 Jacksonville, Florida 32207-8175 Dear Colonel Dodd: This letter transmits the U.S. Fish and Wildlife Service's revised Statewide Programmatic Biological Opinion (SPBO) for the U.S. Army Corps of Engineers (Corps) Civil Works and Regulatory sand placement activities in Florida and their effects on the following sea turtles: Northwest Atlantic Ocean distinct population segment (NW AO DPS) of loggerhead (Carella caretta) and its designated terrestrial critical habitat; green (Chelonia mydas); leatherback (Dermoche!ys coriacea); hawksbill (Eretmochelys imbricata); and Kemp's ridley (Lepidochelys kempii) ; and the following beach mice: southeastern (Peromyscus polionotus niveiventris); Anastasia Island (Peromyscus polionolus phasma); Choctawhatchee (Peromyscus polionotus a!lophrys); St. Andrews (Peromyscus polionotus peninsularis) ; and Perdido Key (Peromyscus polionotus trissyllepsis) and their designated critical habitat. It does not address effects of these activities on the non-breeding piping plover (Charadrius melodus) and its designated critical habitat or for the red knot (Calidris canutus rufa), a species currently proposed for listing. Effects of Corps planning and regulatory shore protection activities on the non-breeding piping plover and its designated critical habitat within the North Florida Ecological Services office area of responsibility and the South Florida Ecological Services office area of responsibility are addressed in the Service's May 22, 2013, Programmatic Piping Plover Biological Opinion.
  • Outfall and Sea Level Rise Vulnerability Analysis 2015

    Outfall and Sea Level Rise Vulnerability Analysis 2015

    INDIAN RIVER LAGOON OUTFALL AND SEA LEVEL RISE VULNERABILITY ANALYSIS 2015 Outfall and Sea Level Rise Vulnerability Analysis Prepared by: The East Central Florida Regional Planning Council April 2016 1 INDIAN RIVER LAGOON OUTFALL AND SEA LEVEL RISE VULNERABILITY ANALYSIS 2015 Page intentionally left blank 2 INDIAN RIVER LAGOON OUTFALL AND SEA LEVEL RISE VULNERABILITY ANALYSIS 2015 Table of Contents I. Introduction 4 II. Planning Process and Outreach 5 III. GIS Methodology 7 ECFRPC 7 UF GeoPlan 10 IV: County Inundation Analyses 12 Volusia County Vulnerability Analysis 13 Brevard County Vulnerability Analysis 15 Indian River Vulnerability Analysis 17 St. Lucie County Vulnerability Analysis 19 Martin County Vulnerability Analysis 21 Canal System Vulnerability Analysis 23 V: Study Area Inundation Maps 24 High Projection Rate Curve Maps 25 Intermediate Projection Rate Curve Maps 37 Low Projection Rate Curve Maps 49 VI: Maintenance Information 62 VII: Planning Team Contacts 66 VIII: Source Documentation 67 3 INDIAN RIVER LAGOON OUTFALL AND SEA LEVEL RISE VULNERABILITY ANALYSIS 2015 SECTION I: Introduction This vulnerability analysis is part of a grant awarded by the Florida Department of Economic Opportunity to the East Central Florida Regional Planning Council and the Treasure Coast Regional Planning Council to continue the work done for an associated grant awarded in 2014. As part of the 2014-15 planning project, the ECFRPC collected data and mapped all outfalls within the Indian River Lagoon, its connected water bodies and primary canals that flow into the lagoon system. As part of the 2014 project, the planning team also collected data for water quality, outfall ownership, and other important information.
  • The Timucua Indians of Sixteenth Century Florida

    The Timucua Indians of Sixteenth Century Florida

    Florida Historical Quarterly Volume 18 Number 3 Florida Historical Quarterly, Vol 18, Article 4 Issue 3 1939 The Timucua Indians of Sixteenth Century Florida W. W. Ehrmann Part of the American Studies Commons, and the United States History Commons Find similar works at: https://stars.library.ucf.edu/fhq University of Central Florida Libraries http://library.ucf.edu This Article is brought to you for free and open access by STARS. It has been accepted for inclusion in Florida Historical Quarterly by an authorized editor of STARS. For more information, please contact [email protected]. Recommended Citation Ehrmann, W. W. (1939) "The Timucua Indians of Sixteenth Century Florida," Florida Historical Quarterly: Vol. 18 : No. 3 , Article 4. Available at: https://stars.library.ucf.edu/fhq/vol18/iss3/4 Ehrmann: The Timucua Indians of Sixteenth Century Florida THE TIMUCUA INDIANS OF SIXTEENTH CENTURY FLORIDA By W. W. EHRMANN The University of Florida (Bibliographical note. The most important sources on the Indians of northern Florida* at the time of the first European contacts are the writings of the Frenchmen Ribault and Laudon- niere, and the Franciscan monk Pareja who lived as a mis- sionary among them. A very graphic record of the life of the Timucua comes to us in the sketches of Le Moyne, who accom- panied Laudonniere. The best summaries of the original sources are those of Swanton and, to a less extent, Brinton. See full bibliography, post.) P HYSICAL E NVIRONMENT When first visited by the Spanish explorers in the early sixteenth century, northern Florida was inhabited by the Timucua family of Indians.
  • Literature Review and Synthesis of LBSP in Southeast Florida

    Literature Review and Synthesis of LBSP in Southeast Florida

    Literature Review and Synthesis of Land-Based Sources of Pollution Affecting Essential Fish Habitats in Southeast Florida Prepared by: Kurtis Gregg, Fishery Biologist ECS-Federal, Inc. on contract to NOAA Fisheries 400 North Congress Ave, Suite 120 West Palm Beach, FL 33401 [email protected] 561-616-8880 ext. 214 Report Prepared for: NOAA Fisheries Southeast Region Habitat Conservation Division West Palm Beach Office 400 North Congress Ave, Suite 120 West Palm Beach, FL 33401 January 2013 Acknowledgements Funding for this report was provided by the National Oceanic and Atmospheric Administration (NOAA) Coral Reef Conservation Program (CRCP) and the NOAA, National Marine Fisheries Service, Southeast Region. Assistance with compiling literature was provided by Dr. Ken Banks, Broward County Natural Resource Planning and Management. The following individuals provided a thorough technical review: Jocelyn Karazsia, NOAA, National Marine Fisheries Service; Katherine Tzadik, Florida Department of Environmental Protection, CRCP; Dr. Esther Peters, George Washington University; and Jeff Beal, Florida Fish and Wildlife Conservation Commission, Habitat and Species Conservation Division. Additional technical input and editorial reviews were provided by: Lesley Bertolotti, South Florida Water Management District; Dr. Tom Carsey, NOAA, Atlantic Oceanic and Meteorological Laboratory (AOML); and Dr. Jack Stamates, NOAA, AOML. 2 Executive Summary A variety of technical reports and publications are available that characterize the effects of Land Based Sources of Pollution (LBSP) on marine and estuarine habitats in southeast Florida. Resource managers in southeast Florida need a synthesis of this information in order to further understanding of the connections between LBSP and marine and estuarine habitats and to develop informed management decisions to abate LBSP threats.
  • In the First District Court of Appeal State of Florida

    In the First District Court of Appeal State of Florida

    Filing # 86133755 E-Filed 03/08/2019 06:28:15 PM IN THE FIRST DISTRICT COURT OF APPEAL STATE OF FLORIDA JOSE OLIVIA, in his official capacity as Speaker of the Florida House of Representatives, et al., Appellants, CASE NO. 1D18-3141 LT CASE Nos. 2015-CA-001423 v. 2015-CA-002682 FLORIDA WILDLIFE FEDERATION, INC., et al., Appellees, _________________________________/ REPLY TO APPELLANT LEGISLATIVE PARTIES’ RESPONSE TO WATERKEEPERS FLORIDA’S MOTION FOR LEAVE TO FILE AMICUS CURIAE BRIEF IN SUPPORT OF APPELLEES Waterkeepers Florida respectfully submits this Reply to the Appellant Legislative Parties’ (Appellants) Response to Waterkeepers Florida’s Motion for Leave to File an Amicus Curiae Brief in order to address mischaracterizations and factual inaccuracies made by Appellants in their Response, and states as follows: RECEIVED, 03/08/2019 06:28:33 PM, Clerk, First District Court of Appeal 1 I. APPELLANTS MISCHARACTERIZE WATERKEEPERS FLORIDA AS “LITTLE MORE THAN AN ALTER EGO OF ST. JOHNS RIVERKEEPER.”1 Contrary to the characterization of Waterkeepers Florida that was made in the Appellants’ Response, Waterkeepers Florida is not at all an “alter ego” of St. Johns Riverkeeper. It is, in fact, a separate entity comprised of multiple waterkeeper organizations across the state (of which the St. Johns Riverkeeper is one) each having equal input as to Waterkeeper Florida’s activities. Waterkeepers Florida is composed of thirteen (13) separate Waterkeeper organizations working in the State of Florida. Therefore, the issues addressed, the geography covered, and the number of participants in Waterkeepers Florida extends far beyond that of the St. Johns Riverkeeper organization, and the implication by Appellants that Waterkeepers Florida is merely an alias for a single member organization is false.
  • The Elkton Hastings Historic Farmstead Survey, St

    The Elkton Hastings Historic Farmstead Survey, St

    THE ELKTON HASTINGS HISTORIC FARMSTEAD SURVEY, ST. JOHNS COUNTY, FLORIDA Prepared For: St. Johns County Board of County Commissioners 2740 Industry Center Road St. Augustine, Florida 32084 May 2009 4104 St. Augustine Road Jacksonville, Florida 32207- 6609 www.bland.cc Bland & Associates, Inc. Archaeological and Historic Preservation Consultants Jacksonville, Florida Charleston, South Carolina Atlanta, Georgia THE ELKTON HASTINGS HISTORIC FARMSTEAD SURVEY, ST. JOHNS COUNTY, FLORIDA Prepared for: St. Johns County Board of County Commissioners St. Johns County Miscellaneous Contract (2008) By: Myles C. P. Bland, RPA and Sidney P. Johnston, MA BAIJ08010498.01 BAI Report of Investigations No. 415 May 2009 4104 St. Augustine Road Jacksonville, Florida 32207- 6609 www.bland.cc Bland & Associates, Inc. Archaeological and Historic Preservation Consultants Atlanta, Georgia Charleston, South Carolina Jacksonville, Florida MANAGEMENT SUMMARY This project was initiated in August of 2008 by Bland & Associates, Incorporated (BAI) of Jacksonville, Florida. The goal of this project was to identify and record a specific type of historic resource located within rural areas of St. Johns County in the general vicinity of Elkton and Hastings. This assessment was specifically designed to examine structures listed on the St. Johns County Property Appraiser’s website as being built prior to 1920. The survey excluded the area of incorporated Hastings. The survey goals were to develop a historic context for the farmhouses in the area, and to make an assessment of the farmhouses with an emphasis towards individual and thematic National Register of Historic Places (NRHP) potential. Florida Master Site File (FMSF) forms in a SMARTFORM II database format were completed on all newly surveyed structures, and updated on all previously recorded structures within the survey area.