Overview of Oceanfront Shorelines: Cape Lookout to Sunset Beach, NC
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Environmental Assessment of the Lower Cape Fear River System, 2013
Environmental Assessment of the Lower Cape Fear River System, 2013 By Michael A. Mallin, Matthew R. McIver and James F. Merritt August 2014 CMS Report No. 14-02 Center for Marine Science University of North Carolina Wilmington Wilmington, N.C. 28409 Executive Summary Multiparameter water sampling for the Lower Cape Fear River Program (LCFRP) has been ongoing since June 1995. Scientists from the University of North Carolina Wilmington’s (UNCW) Aquatic Ecology Laboratory perform the sampling effort. The LCFRP currently encompasses 33 water sampling stations throughout the lower Cape Fear, Black, and Northeast Cape Fear River watersheds. The LCFRP sampling program includes physical, chemical, and biological water quality measurements and analyses of the benthic and epibenthic macroinvertebrate communities, and has in the past included assessment of the fish communities. Principal conclusions of the UNCW researchers conducting these analyses are presented below, with emphasis on water quality of the period January - December 2013. The opinions expressed are those of UNCW scientists and do not necessarily reflect viewpoints of individual contributors to the Lower Cape Fear River Program. The mainstem lower Cape Fear River is a 6th order stream characterized by periodically turbid water containing moderate to high levels of inorganic nutrients. It is fed by two large 5th order blackwater rivers (the Black and Northeast Cape Fear Rivers) that have low levels of turbidity, but highly colored water with less inorganic nutrient content than the mainstem. While nutrients are reasonably high in the river channels, major algal blooms have until recently been rare because light is attenuated by water color or turbidity, and flushing is usually high (Ensign et al. -
NORTH CAROLINA NOVELS the Coast
NORTH CAROLINA NOVELS The Coast The River to Pickle Beach (1972) Betts, Doris In the summer of 1968, Jack and Bebe Sellars take over the management of Pickle Beach on the NC coast. They hope for a peaceful summer but the arrival of several difficult people including a violent, racist former Army buddy of Jack’s the peace is disrupted. Cape Fear Murders (2003) Canada, Wanda Carroll Davenport, a local developer who has an unlucky habit of getting drawn into murder investigations, is back on the case when she finds NC State Senator William Burriss III murdered alongside hiss mistress. Carroll chases criminals all over Wilmington and Wrightsville Beach in this sequel to Island Murders. Island Murders (2001) Canada, Wanda Carroll Davenport is the first suspect when bodies begin showing up all over Figure Eight Island, an exclusive resort community near Wilmington. Carroll is soon cleared and decides to solve the case on her own. Storm Warriors (2001) (JFic) Carbone, Elisa L. Nathan Williams lives on Pea Island with his grandfather in 1895. Nathan is fascinated by the “surfmen,” the African American rescue crew at the United States Life-Saving Station. Nathan dreams of joining them and spends all of his free time observing the surfmen and studying their books. Her mother’s Shadow (2004) Chamberlain, Diane Lacey O’Neill grew up in a small community on the Outer Banks. She has always tried to live up to the memory of her mother who was murdered when Lacey was thirteen. Lacey, now in her mid-twenties is suddenly thrust into the role of mother when she becomes guardian of Mackenzie, the daughter of Lacey’s best friend who was killed in an automobile accident. -
Bibliography of North Carolina Underwater Archaeology
i BIBLIOGRAPHY OF NORTH CAROLINA UNDERWATER ARCHAEOLOGY Compiled by Barbara Lynn Brooks, Ann M. Merriman, Madeline P. Spencer, and Mark Wilde-Ramsing Underwater Archaeology Branch North Carolina Division of Archives and History April 2009 ii FOREWARD In the forty-five years since the salvage of the Modern Greece, an event that marks the beginning of underwater archaeology in North Carolina, there has been a steady growth in efforts to document the state’s maritime history through underwater research. Nearly two dozen professionals and technicians are now employed at the North Carolina Underwater Archaeology Branch (N.C. UAB), the North Carolina Maritime Museum (NCMM), the Wilmington District U.S. Army Corps of Engineers (COE), and East Carolina University’s (ECU) Program in Maritime Studies. Several North Carolina companies are currently involved in conducting underwater archaeological surveys, site assessments, and excavations for environmental review purposes and a number of individuals and groups are conducting ship search and recovery operations under the UAB permit system. The results of these activities can be found in the pages that follow. They contain report references for all projects involving the location and documentation of physical remains pertaining to cultural activities within North Carolina waters. Each reference is organized by the location within which the reported investigation took place. The Bibliography is divided into two geographical sections: Region and Body of Water. The Region section encompasses studies that are non-specific and cover broad areas or areas lying outside the state's three-mile limit, for example Cape Hatteras Area. The Body of Water section contains references organized by defined geographic areas. -
1 the Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration
1 The Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration 2 of Soft Cliff Coastlines 3 4 Sally Brown1*, Max Barton1, Robert J Nicholls1 5 6 1. Faculty of Engineering and the Environment, University of Southampton, 7 University Road, Highfield, Southampton, UK. S017 1BJ. 8 9 * Sally Brown ([email protected], Telephone: +44(0)2380 594796). 10 11 Abstract: Building defences, such as groynes, on eroding soft cliff coastlines alters the 12 sediment budget, changing the shoreline configuration adjacent to defences. On the 13 down-drift side, the coastline is set-back. This is often believed to be caused by increased 14 erosion via the ‘terminal groyne effect’, resulting in rapid land loss. This paper examines 15 whether the terminal groyne effect always occurs down-drift post defence construction 16 (i.e. whether or not the retreat rate increases down-drift) through case study analysis. 17 18 Nine cases were analysed at Holderness and Christchurch Bay, England. Seven out of 19 nine sites experienced an increase in down-drift retreat rates. For the two remaining sites, 20 retreat rates remained constant after construction, probably as a sediment deficit already 21 existed prior to construction or as sediment movement was restricted further down-drift. 22 For these two sites, a set-back still evolved, leading to the erroneous perception that a 23 terminal groyne effect had developed. Additionally, seven of the nine sites developed a 24 set back up-drift of the initial groyne, leading to the defended sections of coast acting as 1 25 a hard headland, inhabiting long-shore drift. -
A Case Study of Carolina Bays and Ditched Streams at Risk Under the Proposed WOTUS Definition
CAPE FEAR RIVER WATERSHED: A Case Study of Carolina Bays and Ditched Streams at Risk under the Proposed WOTUS Definition The Cape Fear River. Photo by Kemp Burdette The Cape Fear River Basin is North Carolina’s largest watershed, with an area of over 9,000 square miles. Major tributaries include the Deep River, the Haw River, the Northeast Cape Fear River, the Black River, and the South River. These rivers converge to form a thirty-mile-long estuary before flowing into the Atlantic Ocean at Cape Fear.1 The Cape Fear supplies water to some of the fastest growing counties in the United States;2 roughly one in five North Carolinians gets their drinking water from the Cape Fear, including residents of Greensboro, Fayetteville, and Wilmington.3 The Cape Fear Basin is a popular watershed for a variety of recreation activities. State parks along the river include Haw River State Park, Raven Rock State Park, and Carolina Beach State Park. The faster-flowing water of the upper basin is popular with paddlers, as are the slow meandering blackwater rivers and streams of the lower Cape Fear and estuary. Fishing is very popular; the Cape Fear supports a number of freshwater species, saltwater species, and even anadromous (migratory) species like the endangered sturgeon, striped bass, and shad. Cape Fear River Watershed: Case Study Page 2 of 8 The Cape Fear is North Carolina’s most ecologically diverse watershed; the Lower Cape Fear is notable because it is part of a biodiversity “hotspot,” recording the largest degree of biodiversity on the eastern seaboard of the United States. -
Cape Fear River Blueprint
Lower Cape Fear River Blueprint Since 1982, the North Carolina Coastal Federation has worked with residents and visitors of North Carolina to protect and restore the coast, including participating in many issues and projects within the Cape Fear region. The Lower Cape Fear River provides critical coastal and riverine habitat, storm and flood protection and commercial and recreational fishery resources. It is also a popular recreational destination and an economic driver for the state’s southeastern region, and it embodies a rich historic and cultural heritage. The river also serves as an important source of drinking water for many coastal communities, including the City of Wilmington. Today, the lower river needs improved environmental safeguards, a clear vision for compatible and sustainable economic development. Further, effective leadership is needed to address existing issues of pollution and habitat loss and prevent projects that threaten the health of the community and the river. The Lower Cape Fear River is continually affected by both local and upstream actions. The continued degradation of these essential functions threatens the well-being of all within the community. The Coastal Federation continues to address these issues by actively engaging with local governments, state and federal agencies and other entities. Our board of directors recognizes these needs and adopted the following goals as part of a three-year, organizationwide initiative: Advocate for compatible industrial development in the coastal zone; Restore coastal habitats and protect water quality; Improve our economy through coastal restoration. The Lower Cape Fear River Blueprint (The Blueprint) is a collaborative effort to focus on the river’s estuarine and riverine natural resources. -
Baja California Sur, Mexico)
Journal of Marine Science and Engineering Article Geomorphology of a Holocene Hurricane Deposit Eroded from Rhyolite Sea Cliffs on Ensenada Almeja (Baja California Sur, Mexico) Markes E. Johnson 1,* , Rigoberto Guardado-France 2, Erlend M. Johnson 3 and Jorge Ledesma-Vázquez 2 1 Geosciences Department, Williams College, Williamstown, MA 01267, USA 2 Facultad de Ciencias Marinas, Universidad Autónoma de Baja California, Ensenada 22800, Baja California, Mexico; [email protected] (R.G.-F.); [email protected] (J.L.-V.) 3 Anthropology Department, Tulane University, New Orleans, LA 70018, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-413-597-2329 Received: 22 May 2019; Accepted: 20 June 2019; Published: 22 June 2019 Abstract: This work advances research on the role of hurricanes in degrading the rocky coastline within Mexico’s Gulf of California, most commonly formed by widespread igneous rocks. Under evaluation is a distinct coastal boulder bed (CBB) derived from banded rhyolite with boulders arrayed in a partial-ring configuration against one side of the headland on Ensenada Almeja (Clam Bay) north of Loreto. Preconditions related to the thickness of rhyolite flows and vertical fissures that intersect the flows at right angles along with the specific gravity of banded rhyolite delimit the size, shape and weight of boulders in the Almeja CBB. Mathematical formulae are applied to calculate the wave height generated by storm surge impacting the headland. The average weight of the 25 largest boulders from a transect nearest the bedrock source amounts to 1200 kg but only 30% of the sample is estimated to exceed a full metric ton in weight. -
Environmental Assessment of the Lower Cape Fear River System, 2015
Environmental Assessment of the Lower Cape Fear River System, 2015 By Michael A. Mallin, Matthew R. McIver and James F. Merritt November 2016 CMS Report No. 16-02 Center for Marine Science University of North Carolina Wilmington Wilmington, N.C. 28409 Executive Summary Multiparameter water sampling for the Lower Cape Fear River Program (LCFRP) http://www.uncw.edu/cms/aelab/LCFRP/index.htm, has been ongoing since June 1995. Scientists from the University of North Carolina Wilmington’s (UNCW) Aquatic Ecology Laboratory perform the sampling effort. The LCFRP currently encompasses 33 water sampling stations throughout the lower Cape Fear, Black, and Northeast Cape Fear River watersheds. The LCFRP sampling program includes physical, chemical, and biological water quality measurements and analyses of the benthic and epibenthic macroinvertebrate communities, and has in the past included assessment of the fish communities. Principal conclusions of the UNCW researchers conducting these analyses are presented below, with emphasis on water quality of the period January - December 2015. The opinions expressed are those of UNCW scientists and do not necessarily reflect viewpoints of individual contributors to the Lower Cape Fear River Program. The mainstem lower Cape Fear River is a 6th order stream characterized by periodically turbid water containing moderate to high levels of inorganic nutrients. It is fed by two large 5th order blackwater rivers (the Black and Northeast Cape Fear Rivers) that have low levels of turbidity, but highly colored water with less inorganic nutrient content than the mainstem. While nutrients are reasonably high in the river channels, major algal blooms have until recently been rare because light is attenuated by water color or turbidity, and flushing is usually high (Ensign et al. -
Native Americans in the Cape Fear, by Dr. Jan Davidson
Native Americans in the Cape Fear, By Dr. Jan Davidson Archaeologists believe that Native Americans have lived in what is now the state of North Carolina for more than 13,000 years. These first inhabitants, now called Paleo-Indians by experts, were likely descended from people who came over a then-existing land bridge from Asia.1 Evidence had been found at Town Creek Mound that suggests Indians lived there as early as 11000 B.C.E. Work at another major North Carolinian Paleo-Indian where Indian artifacts have been found in layers of the soil, puts Native Americans on that land before 8000 B.C.E. That site, in North Carolina’s Uwharrie Mountains, near Badin, became an important source of stone that Paleo and Archaic period Indians made into tools such as spears.2 It is harder to know when the first people arrived in the lower Cape Fear. The coastal archaeological record is not as rich as it is in some other regions. In the Paleo-Indian period around 12000 B.C.E., the coast was about 60 miles further out to sea than it is today. So land where Indians might have lived is buried under water. Furthermore, the coastal Cape Fear region’s sandy soils don’t provide a lot of stone for making tools, and stone implements are one of the major ways that archeologists have to trace and track where and when Indians lived before 2000 B.C.E.3 These challenges may help explain why no one has yet found any definitive evidence that Indians were in New Hanover County before 8000 B.C.E.4 We may never know if there were indigenous people here before the Archaic period began in approximately 8000 B.C.E. -
State of the Coast Report 2009
NORTH CAROLINA COASTAL FEDERATION State of the COAST Report 2009 THE FUTURE OF OUR BEACHES State of the COAST North Carolina has some of the most valuable places. As the buffer is eaten away by erosion and a general shortage and sometimes mismanagement of sand in the system, public and private NCCF is a non-profit tax-exempt organization dedicated and beautiful beaches in the world. In this State of to involving citizens in decisions about managing coastal oceanfront property owners have become increasingly concerned about their the Coast Report, we examine what needs to be investments. resources. Its aim is to share technical information and done to protect them. resources to better represent current and long-term Rising sea level will make oceanfront management decisions even more economic, social and environmental interests of the North In writing this report, we looked beyond current arguments over challenging in the future. Previous predictions of the range of sea level rise Carolina Coast. whether to maintain the state’s ban on seawalls, jetties and groins. Let’s be were based on limited scientific knowledge and focused on the oceans ability very clear–the federation is on the forefront of efforts to keep this ban in to absorb heat. These measurements are now being refined by new federal NCCF BOARD OF DIRECTORS place. But we also recognize that the fight to keep the state’s ban on hard research that indicates that a three-foot rise in sea level over the next 90 President Melvin Shepard, Jr. – Sneads Ferry structures to control erosion is only a symptom of a much larger and more years that can be expected along our coast. -
NORTH CAROLINA 2020 DRAFT 303(D) LIST Upper Broad Broad River Basin
NORTH CAROLINA 2020 DRAFT 303(D) LIST Upper Broad Broad River Basin AU Name AU Number Classification AU_LengthArea AU_Units AU ID Description Broad River Basin 03050105 Upper Broad BROAD RIVER 9-(22)a C 1.8 FW Miles 12499 From Carolina Mountain Power Company to US 64/74 Benthos (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 2008 BROAD RIVER 9-(22)b1 C 6.3 FW Miles 13396 From US 64/74 to Cove Creek Benthos (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 2008 Cleghorn Creek 9-26-(0.75) C 1.5 FW Miles 13295 From 90 meters south of Baber Road to the Broad River Benthos (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 2008 Catheys Creek 9-41-13-(6)b C 1.9 FW Miles 12701 From confluence with Hollands Creek to S. Broad R. Fish Community (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 1998 Mill Creek 9-41-13-3 WS-V 4.5 FW Miles 12705 From source to Catheys Creek Benthos (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 2008 Hollands Creek 9-41-13-7-(3) C 2.2 FW Miles 12709 From Case Branch to Catheys Creek Fish Community (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 1998 Sandy Run Creek 9-46-(1) WS-IV 10.4 FW Miles 13221 From source to a point approximately 0.7 mile upstream of SR 1168 Fish Community (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 2018 Hinton Creek 9-50-15 C 13.2 FW Miles 12777 From source to First Broad River Benthos (Nar, AL, FW) 5 Exceeding Criteria -
Functional Design of Coastal Structures
FUNCTIONALFUNCTIONAL DESIGNDESIGN OFOF David R. Basco, Ph.D, P.E. Director, The Coastal Engineering Center Old Dominion University,Norfolk, Virginia USA 23529 [email protected] DESIGNDESIGN OFOF COASTALCOASTAL STRUCTURESSTRUCTURES •• FunctionFunction ofof structurestructure •• StructuralStructural integrityintegrity •• PhysicalPhysical environmentenvironment •• ConstructionConstruction methodsmethods •• OperationOperation andand maintenancemaintenance OUTLINEOUTLINE •• PlanPlan formform layoutlayout - headland breakwaters - nearshore breakwaters - groin fields • WaveWave runuprunup andand overtopping*overtopping* - breakwaters and revetments (seawalls, beaches not covered here) •• WaveWave reflectionsreflections (materials(materials includedincluded inin notes)notes) * materials from ASCE, Coastal Engineering Short Course, CEM Preview, April 2001 SHORESHORE PARALLELPARALLEL BREAKWATERS:BREAKWATERS: HEADLANDHEADLAND TYPETYPE Design Rules, Hardaway et al. 1991 • Use sand fill to create tombolo for constriction from land • Set berm elevation so tombolo always present at high tide • Set Yg/Lg =• 1.65 for stable shaped beach • Set Ls/Lg = 1 • Always combine with new beach fill • See CEM 2001 V-3 for details KEYKEY VARIABLESVARIABLES FORFOR NEARSHORENEARSHORE BREAKWATERBREAKWATER DESIGNDESIGN Dally and Pope, 1986 Definitions: Y = breakwater distance from nourished shoreline Ls = length of breakwater Lg = gap distance d = water depth at breakwater (MWL) ds = water depth• at breakwater (MWL) •Tombolo formation: Ls/Y = 1.5 to 2 single = 1.5 system •Salient formation: Ls/ = 0.5 to 0.67 = 0.125 long systems (a) (b) Process Parameter Description 1. Bypassing Dg/Hb Depth at groin tip/breaking wave height 2. Permeability • Over-passing Zg (y) Groin elevation across profile, tidal range • Through-passing P(y) Grain permeability across shore • Shore-passing Zb/R Berm elevation/runup elevation 3. Longshore transport Qn/Qg Net rate/gross rate Property Comment 1. Wave angle and wave height Accepted.